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Home My WebLink About20130777 Ver 1_Application_20131004 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-212-5785 WEBSITE:NCDOT.GOV LOCATION: CENTURY CENTER, BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 October 3, 2013 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 ATTN: Mr. Andrew Williams NCDOT Coordinator Subject: Response to NCDWR Hold Letter and Revised Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality Certification for the proposed US 21 Improvements from SR 1100 (Old Gap Rd) in Roaring Gap to SR 1121 (Pine Swamp Rd) in Sparta, Alleghany County, Federal Aid Project No. STP-21(11); Division 11; TIP No. R-3101; $570.00 debit WBS No. 37044.1.1 Reference: NCDOT Nationwide 14 Permit Application dated July 24, 2013 NC Division of Water Resources “On Hold” Letter dated August 6, 2013 Dear Sir: The North Carolina Department of Transportation (NCDOT) is responding to the NCDWR’s Hold Letter (dated August 6, 2013) and is submitting a revised permit application for the proposed improvements (12-foot lanes with 2-foot paved shoulders) to US 21 from SR 1100 (Old Gap Rd) in Roaring Gap to SR 1121 (Pine Swamp Rd) in Sparta, Alleghany County. This application will replace the previous referenced application dated July 24, 2013 There will be 2,152 linear feet of permanent impacts, 309 linear feet of which are from bank stabilization, and 0.07 acre of temporary impacts to jurisdictional streams. There will be 0.38 acre of permanent impacts to wetlands associated with the project. In addition, there will be 0.05 acre of hand- clearing. Impacts to wetlands due to utility relocation include <0.01 acre of temporary impact and 0.22 acre of hand clearing. There will be thirty-two (32) crossings for the project (see ‘NWP 14 Crossings and Impact Values’ table - attached). The cumulative impacts at each of the crossings will not exceed the Nationwide thresholds. NCDOT provides the following responses to NCDWR’s August 6, 2013 Hold Letter: 1. Please discuss the need for temporary fill in the wetlands that run parallel to the road. NCDOT Response: There are no longer any ‘temporary wetland fill’ associated with wetlands. Impacts have been revised to the appropriate “hand clearing” or “mechanized clearing”. 2. It is rare that DOT projects propose in stream rip rap pads at pipe outlets. Typically, we only see bank stabilization around the culvert outlet (but not in the bed). The plans show rip rap pads at most if not all of the crossings. Please remove the rip rap from the stream bed and change the impacts from fill to bank stabilization. If rip rap is warranted in the stream bed, please provide a justification for each of the crossings. NCDOT Response: all riprap pads in jurisdictional streams have been removed and bank stabilization along channels has been included, along with a Detail (Detail 22). 3. The stormwater management plan is not complete. All BMPs that are providing treatment need to be listed. The SMPs that I usually see include a sheet with a check box stating that its minimum design criteria has been met and verified. I will need this sheet of the SMP. Also, I will need to know what’s being done with bridge stormwater at each of the bridge crossings Are there deck drains, and is stormwater being treated to the MEP? NCDOT Response: A revised SMP has been included as part of this permit application. 4. There’s no mention of a trout moratorium. Is DOT committed to the moratorium if required by WRC? NCDOT Response: Yes – adherence to the trout moratorium is addressed in the PCN, Section D.1.1b. 5. Will the erosion control plan be designed for sensitive waters? NCDOT Response: Yes – adherence to Designed Standards in Sensitive Watersheds is addressed in the PCN, Section D.1.1b. 6. Have all temporary stream impacts associated with dewatering been accounted for? NCDOT Response: Yes. 7. Site 4 and 49: Bridges are replacing culverts. I’ll need channel details for the restoration. NCDOT Response: Details have been provided on the revised permit drawings. 8. Site 5: No impacts are listed for the pond impacts. NCDOT Response: The <0.01 acre of Temporary surface water impact is listed on the Wetland Permit Impact Summary Sheet for Site 5 in the “Temp. SW Impacts (ac)” column and listed in the PCN, page 9. 9. There are blue lines on the plans that aren’t listed as JS. These are adjacent to sites 14, 19, adjacent to station 153 (sheet 15), and both sides of site 43. NCDOT Response: These sites have been assessed and determined not jurisdictional. Supporting information was provided to the Agencies on September 5, 2013. 10. Are there impacts to the js line adjacent to site 46? Its shown to be under the new fill slope line. NCDOT Response: Yes. The impacts have been captured under Site 46A. 11.Site 18: The impact table shows bank stabilization, however, the detail for the channel (detail 4)doesn’t show any rock. If you are sloping the banks back, its typically not considered a permanent bank stabilization impact. NCDOT Response: Site 18 has been revised on the permit drawings to depict the bank stabilization at the pipe outfall. The stream work beyond the bank stabilization is captured in Detail 4. 12.Are there any bank stabilization impacts (or temporary impacts) associated with the bridge on Camp Butler Road? NCDOT Response: No. The bridge on Camp Butler Road has already been replaced. 13.Site 21: Need channel detail for the relocated portion of the stream. NCDOT Response: “Channel Detail Section A-A” has been included for Site 21 on Sheet 18. 14.Site 24: The current design shows the stream bisecting the pipe, but no inlet is provided. Please explain. NCDOT Response: The stream is being directed to a roadside ditch and then into 2GI (Structure #22-2). 15.Site 27: What type of impact is listed for the upstream side of site 27? An impact is hatched out, but it’s not listed in the impact table. NCDOT Response: That is Site 26 on the upstream side of Site 27. Impacts have been depicted and calculated. 16.Are there impacts to the pond adjacent to site 36? It looks like there’s a ditch clipping it. NCDOT Response: The ditch has been revised to not impact the pond. 17.Site 46: Please provide a detail for the channel relocation. NCDOT Response: The stream will flow in to the “Cut Ditch” (that is referenced – Detail 3) to flow into the 30” CCFRPM. 18.Detail 20 needs to show coir fiber liner since its going on a stream bank. NCDOT Response: Detail 20 has been revised to show coir fiber lining. 19.Site 50: Please provide floodplain benches at the inlet and outlet of site 50. Please also include a detail on the plans. NCDOT Response: The culvert has been sized to “match” the stream. As such, floodplain benches are not warranted. Please see enclosed revisions of the following: Pre-Construction Notification (PCN), revised EEP request form, Stormwater Management Plan, permit drawings, Utility permit drawings, and design plans. A Notification of Jurisdictional Determination was received from the USACE, dated July 17, 2013. A Categorical Exclusion (CE) was completed in June 2008 and Right of Way Consultations were completed in December 2009 and September 2011 and a Construction Consutlation was completed in December 2012. Copies are available upon request. 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TI P No . R‐31 0 1 NW P 14 Cr o s s i n g s an d Im p a c t Va l u e s 2/ 'T o t a l im p a c t s (a c r e a g e ) ' = st r e a m im p a c t ac r e a g e (x . x x x x ac ) + we t l a n d im p a c t ac r e a g e (x . x x x x ac ) + po n d im p a c t ac r e a g e (x . x x x x ) , wi t h su m th e n ro u n d e d to x.xx ac. NW P 14 Cr o s s i n g s Im p a c t Si t e #s F e a t u r e s Im p a c t e d St r e a m Im p a c t s Pe r m a n e n t St r e a m Im p a c t s Te m p o r a r y TO T A L IM P A C T Pe r m a n e n t TOTAL IMPACT Temporary 1 Pre-Construction Notification (PCN) Form A. Applicant Information 1.Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2.Project Information 2a. Name of project: US 21 Improvements from SR 1100 (Old Gap Rd) in Roaring Gap to SR 1121 (Pine Swamp Rd) in Sparta. 2b. County: Alleghany 2c. Nearest municipality / town: Sparta to west, Roaring Gap to east. 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: R-3101 3.Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 707-6103 3g. Fax no.: (919) 212-5785 3h. Email address: wabarrett@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 2 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: not applicable 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: 3 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): * see Waters Upload Sheet for specific lat/long.s for each stream. Latitude: 36.450213 Longitude: - 81.029498 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 32.87 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Laurel Branch, Brush Creek, Glade Creek, Little Glade Creek and Wolf Branch 2b. Water Quality Classification of nearest receiving water: C;Tr 2c. River basin: New 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The surrounding area to the project is predominately wooded and agricultural with some residential neighborhoods and businesses along US 21. 3b. List the total estimated acreage of all existing wetlands on the property: 2.999 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 16,350 3d. Explain the purpose of the proposed project: To improve safety along US 21. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves upgrading the existing US 21, from SR 1100 (Old Gap Rd) in Roaring Gap to SR 1121 (Pine Swamp Rd) in Sparta, a distance of 12 miles. The existing two-lane road will be widened from the existing 9-foot and 11-foot lanes to 12-foot lanes with 2-foot paved shoulders. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Kris Dramby / Bill Barrett Agency/Consultant Company: NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. USACE Notification of Jurisdictional Determination (SAW-2012-01963) dated July 17, 2013. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. This is a revised application, and supersedes the original Permit Application dated July 24, 2013. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. 4 C. Proposed Impacts Inventory 1.Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2.Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) Site 3 P T fill PFO1/PSS1 (W-19) Yes No Corps DWQ 0.01 Site 6 P T fill PSS1 (W-26) Yes No Corps DWQ <0.01 Site 7 P T fill PSS1 (W-27) Yes No Corps DWQ <0.01 Site 12 P T fill PFO1 (W-29) Yes No Corps DWQ <0.01 Site 12 P T Mechanized clearing PFO1 (W-29) Yes No Corps DWQ 0.01 Site 14 P T fill PFO1 (W-30) Yes No Corps DWQ <0.01 Site 14 P T Mechanized clearing PFO1 (W-30) Yes No Corps DWQ <0.01 Site 19 P T fill PSS1 (W-31) Yes No Corps DWQ 0.01 Site 19 P T Mechanized clearing PSS1 (W-31) Yes No Corps DWQ 0.02 Site 20 P T fill PSS1 (W-33) Yes No Corps DWQ 0.01 Site 26 P T fill PEM1 (W-22) Yes No Corps DWQ 0.01 Site 26 P T excavation PEM1 (W-22) Yes No Corps DWQ 0.01 Site 29 P T fill / bank stabilization PEM1 (W-16) Yes No Corps DWQ <0.01 Site 31 P T fill PFO1 (W-15) Yes No Corps DWQ <0.01 Site 32 P T fill PFO1 (W-15) Yes No Corps DWQ <0.01 Site 34 P T fill/construction area PEM1 (W-35) Yes No Corps DWQ 0.03 Site 34 P T Mechanized clearing PEM1 (W-35) Yes No Corps DWQ 0.06 Site 37 P T fill/construction area PSS1 / PEM1 (W-13) Yes No Corps DWQ <0.01 Site 38 P T fill/construction area PSS1 / PEM1 (W-13) Yes No Corps DWQ 0.07 Site 38 P T Mechanized clearing PSS1 / PEM1 (W-13) Yes No Corps DWQ 0.06 5 Site 42A P T 24” RCP excavation PF01 (W-25) Yes No Corps DWQ 0.02 Site 43 P T 18” RCP PFO1 (W-11) Yes No Corps DWQ 0.01 Site 43 P T 18” RCP / inlet excavation PSS1 (W-25) Yes No Corps DWQ <0.01 Site 48A P T fill PEM1 (W-37) Yes No Corps DWQ <0.01 Site 51 P T fill for channel relocation PEM1 (W-38) Yes No Corps DWQ 0.01 Site 55 P T fill PFO1 (W-5) Yes No Corps DWQ <0.01 Site 56 P T excavation PSS1 (W-4) Yes No Corps DWQ <0.01 Site 57 P T 30” RCP & junction box PEM1 (W-1) Yes No Corps DWQ 0.01 Site 57 P T headwall fill PEM1 (W-2) Yes No Corps DWQ 0.01 Site 58 P T fill for 30”CSP PEM1 (W-1) Yes No Corps DWQ 0.01 Site 58 P T 30” CSP Excavation, headwall/ditch PEM1 (W-3) Yes No Corps DWQ 0.01 Site U10 P T Utility relocation PEM1 (W-2) Yes No Corps DWQ <0.01 2g. Total wetland impacts 0.38 Permanent 0.0 Temporary 2h. Comments: -“Total” values derived using actual impact values for each site calculated to one ten-thousandth of an acre (x.xxxx), all site impact values summed, and then rounded to the one hundredth of an acre (x.xx). -There are a total of 0.05 acre of handclearing impacts - Site 6: <0.01 ac., Site 7: <0.01 ac., Site 31: <0.01 ac., Site 34: 0.02 ac., Site 36: <0.01 ac., and Site 37: 0.01 ac. -UTILITY IMPACTS: There are ten sites (Sites U1 – U10) where utility impacts occur outside of the footprint of project impacts (Sites 1 – 58). Sites U1 - U9 have only hand-clearing wetland impacts, and are therefore not included in the table above. Site 10 has temporary excavation impacts in wetlands and is therefore included in table above. Utility impacts U1 – U10 are depicted on the Utility Impact Permit Drawings and are included in the Utility Wetland Permit Impact Summary Sheet. 6 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) Site 1 P T fill for culvert extention UT to Laurel Branch (UT-39) PER INT Corps DWQ 1 16 Site 1 P T Bank stabilization UT to Laurel Branch (UT-39) PER INT Corps DWQ 1 10* Site 4 P T Channel relocation Laurel Branch PER INT Corps DWQ 2 20 Site 4 P T Bank stabilization/ stream alignment Laurel Branch PER INT Corps DWQ 15 115 (non-mitigable) Site 8 P T 54" CCFRPM UT to Laurel Branch (UT-33) PER INT Corps DWQ 2 15 Site 8 P T 54" CCFRPM UT to Laurel Branch (UT-33) PER INT Corps DWQ 2 17 (0.01 ac) Site 9 P T channel relocation UT to Laurel Branch (UT-32) PER INT Corps DWQ 2 160 Site 10 P T Bank stabilization UT to Laurel Branch (UT-32) PER INT Corps DWQ 2 12* Site 11 P T 24” RCP UT to Laurel Branch (UT-31) PER INT Corps DWQ 2 49 Site 11 P T Bank stabilization UT to Laurel Branch (UT-31) PER INT Corps DWQ 2 11* Site 11 P T 24” RCP UT to Laurel Branch (UT-31) PER INT Corps DWQ 2 13 (<0.01 ac) Site 13 P T 30” RCP UT to Laurel Branch (UT-30) PER INT Corps DWQ 2 6 Site 13 P T Bank stabilization UT to Laurel Branch (UT-30) PER INT Corps DWQ 2 11* Site 18 P T 42” RCP UT to Laurel Branch (UT-29) PER INT Corps DWQ 2 29 Site 18 P T Bank stabilization UT to Laurel Branch (UT-29) PER INT Corps DWQ 2 12* Site 18 P T Base ditch UT to Laurel Branch (UT-29) PER INT Corps DWQ 2 42 (0.01 ac) Site 21 P T Channel relocation UT to Laurel Branch (UT-28) PER INT Corps DWQ 4 17 Site 21 P T Channel relocation UT to Laurel Branch (UT-28) PER INT Corps DWQ 4 21 (<0.01 ac) Site 21 P T Bank stabilization UT to Laurel Branch (UT-28) PER INT Corps DWQ 4 30* Site 22 P T 24” RCP UT to Brush Creek (UT-40) PER INT Corps DWQ 2 11 Site 22 P T Bank stabilization UT to Brush Creek (UT-40) PER INT Corps DWQ 2 11* Site 23 P T 24” RCP UT to Little Glade Creek (UT-26) PER INT Corps DWQ 2 9 Site 23 P T Channel relocation UT to Little Glade Creek (UT-26) PER INT Corps DWQ 2 22 7 Site 23 P T Dewatering UT to Little Glade Creek (UT-26) PER INT Corps DWQ 2 10 (<0.01 ac) Site 24 P T Fill / Const. area UT to Little Glade Creek (UT-25) PER INT Corps DWQ 2 147 Site 25 P T Bank stabilization UT to Little Glade Creek (UT-25) PER INT Corps DWQ 2 12* Site 27 P T Bank stabilization UT to Little Glade Creek (UT-25) PER INT Corps DWQ 2 13* Site 28 P T 36” RCP UT to Little Glade Creek (UT-21) PER INT Corps DWQ 4 7 Site 28 P T Bank stabilization UT to Little Glade Creek (UT-21) PER INT Corps DWQ 4 7* Site 29 P T Bank stabilization UT to Little Glade Creek (UT-19) PER INT Corps DWQ 2 8* Site 30 P T 24” RCP UT to Little Glade Creek (UT-19) PER INT Corps DWQ 1 15 (non-mitigable) Site 30 P T 24” RCP UT to Little Glade Creek (UT-19) PER INT Corps DWQ 1 12 (<0.01 ac) Site 32 P T fill UT to Little Glade Creek (UT-36) PER INT Corps DWQ 2 17 Site 33 P T Endwall / 30” RCP UT to Little Glade Creek (UT-18) PER INT Corps DWQ 2 92 Site 33 P T Endwall UT to Little Glade Creek (UT-18) PER INT Corps DWQ 2 14 (<0.01 ac) Site 34 P T 30” RCP UT to Little Glade Creek (UT-18) PER INT Corps DWQ 2 15 Site 34 P T Bank stabilization UT to Little Glade Creek (UT-18) PER INT Corps DWQ 2 8* Site 39 P T 24” RCP (retaining wall) UT to Glade Creek (UT-17) PER INT Corps DWQ 2 19 (<0.01 ac) Site 39 P T 24” RCP UT to Glade Creek (UT-17) PER INT Corps DWQ 2 72 Site 39 P T Bank stabilization UT to Glade Creek (UT-17) PER INT Corps DWQ 2 11* Site 40 P T 30” RCP UT to Glade Creek (UT-16) PER INT Corps DWQ 1 10 Site 40 P T Bank stabilization UT to Glade Creek (UT-16) PER INT Corps DWQ 1 10* Site 40 P T endwall UT to Glade Creek (UT-16) PER INT Corps DWQ 1 12 (<0.01 ac) Site 41 P T Cut / 30” RCP UT to Glade Creek (UT-15) PER INT Corps DWQ 2 28 Site 41 P T Bank stabilization UT to Glade Creek (UT-15) PER INT Corps DWQ 2 20* Site 42 P T Bank stabilization UT to Glade Creek (UT-14) PER INT Corps DWQ 2 9* Site 42 P T 30” CCFRPM UT to Glade Creek (UT-14) PER INT Corps DWQ 2 25 Site 42 P T retaining wall UT to Glade Creek (UT-14) PER INT Corps DWQ 2 11 (<0.01 ac) Site 45 P T 36” RCP UT to Glade Creek (UT-13) PER INT Corps DWQ 2 27 Site 45 P T Bank stabilization UT to Glade Creek (UT-13) PER INT Corps DWQ 2 11* 8 Site 46 P T 30” CCFRPM UT to Glade Creek (UT-12) PER INT Corps DWQ 2 25 Site 46 P T Earthen ditch / retaining wall UT to Glade Creek (UT-12) PER INT Corps DWQ 2 12 (<0.01 ac) Site 46 P T Bank stabilization UT to Glade Creek (UT-12) PER INT Corps DWQ 2 17* Site 46A P T fill UT to Glade Creek (UT-11) PER INT Corps DWQ 2 4 Site 47 P T 42” CCFRPM UT to Glade Creek (UT-10) PER INT Corps DWQ 2 29 Site 47 P T Bank stabilization UT to Glade Creek (UT-10) PER INT Corps DWQ 2 12* Site 47 P T channel relocation UT to Glade Creek (UT-10) PER INT Corps DWQ 2 84 Site 48 P T channel relocation UT to Glade Creek (UT-41) PER INT Corps DWQ 2 80 Site 48 P T Riprap erosion stone (ditch lining) UT to Glade Creek (UT-41) PER INT Corps DWQ 2 69 Site 49 P T Bank stabilization/ stream alignment Glade Creek PER INT Corps DWQ 20 59 (non-mitigable) Site 50 P T channel relocation UT to Glade Creek (UT-42) PER INT Corps DWQ 4 184 Site 50 P T earthen ditch UT to Glade Creek (UT-42) PER INT Corps DWQ 4 72 Site 50 P T channel relocation UT to Glade Creek (UT-42) PER INT Corps DWQ 4 18 (<0.01 ac) Site 51 P T channel relocation (base ditch) UT to Glade Creek (UT-7) PER INT Corps DWQ 2 111 Site 52 P T 42” RCP UT to Glade Creek (UT-7) PER INT Corps DWQ 2 19 Site 52 P T endwalls UT to Glade Creek (UT-7) PER INT Corps DWQ 2 25 (0.01 ac) Site 53 P T Bank stabilization UT to Glade Creek (UT-6) PER INT Corps DWQ 2 9* Site 54 P T 6’ X 7’ RCBC UT to Glade Creek (UT-5) PER INT Corps DWQ 5 17 Site 54 P T 6’ X 7’ RCBC UT to Glade Creek (UT-5) PER INT Corps DWQ 5 21 (0.01 ac) Site 54 P T Bank stabilization UT to Glade Creek (UT-5) PER INT Corps DWQ 5 64* Site 55 P T 72” RCP UT to Glade Creek (UT-4) PER INT Corps DWQ 4 28 Site 55 P T endwall UT to Glade Creek (UT-4) PER INT Corps DWQ 4 10 (<0.01 ac) Site 56 P T 72” RCP UT to Glade Creek (UT-4) PER INT Corps DWQ 4 31 Site 56 P T channel relocation UT to Glade Creek (UT-4) PER INT Corps DWQ 4 84 Site 56 P T tying in 3” ditch UT to Glade Creek (UT-4) PER INT Corps DWQ 4 27 (0.01 ac) Site 57 P T 30” RCP & junction box UT to Wolf Branch (UT-3) PER INT Corps DWQ 2 13 9 Site 58 P T 30” CSP UT to Wolf Branch (UT-1) PER INT Corps DWQ 2 11 3h. Total stream and tributary impacts 2152 Perm 284 Temp (0.07 ac) 3i. Comments: - “Total” acreage value for temporary impacts derived using individual impact values for each site calculated to one ten-thousandth of an acre (x.xxxx), all site impact values summed, and then rounded to the one hundredth of an acre (x.xx). - 309 LF of the permanent stream impact is due to bank stabilization; not requiring mitigation (impact values include * in Table 3). - Impacts at Site 30 that were determined by the USACE to not require mitigation. - Impacts at Site 4 and Site 49 (culvert-to-bridge sites) do not require mitigation, per USACE and DWR. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number – Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) Site 2 P T Pond-2 fill JD pond 0.11 Site 5 P T Pond-4 fill JD pond <0.01 4f. Total open water impacts 0.11 Permanent <0.01 ac, Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavate d Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 10 6.Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: 11 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. - All storm drainage will be diffused and designed for non-erosive velocities before entering wetland areas to the maximum extent practicable. - Throughout the project, grass-lined ditches with non-erosive velocities are designed to convey the runoff to the existing drainage structures that are being replaced. - Stormwater has been discharged as far away from streams as practicable, with no direct discharge of stormwater into stream channels from the bridges. - In several cases, headwalls were used to minimize impacts to jurisdictional streams. - Additional measures used to reduce potential erosion impacts include the use of in-channel stream structures, specifically, cross-vanes, as well as targeted bank stabilization at the culverts, the placement of sills in the culverts (as noted on the permit drawings), and the use of rock fill in the pond around –L- Station 55-00 RT. - Stormwater is being treated to the Maximum Extent Practicable (MEP). - 2:1 fill slopes are used throughout the project. - At Laurel Branch and Glade Creek crossings, existing concrete box culverts will be replaced with bridges that will span the streams. - A retaining wall is being used at –L- Station 183+50 RT to reduce stream impacts. - Headwalls were used at several sites to reduce impacts to jurisdictional features. The locations are listed on the SMP. - Retaining walls were used to minimize impacts to Roaring Gap Historical District (Sta 27+90 – 31+00 and Sta 36+95 – 38+25). - Expressway gutters were used to minimize impacts to the Roaring Gap Historical District (Sta 32+00 – Sta 36+13). - Shifted the proposed edges of pavement along the project to minimize linear stream impacts (Sta 97+50 – Sta 101+00, Sta 147+00 – 164+00, Sta 231+00 – Sta 240+00, Sta 383+00 – Sta 407+00, and Sta 415+00 – 428+00). 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. - Design Standards in Sensitive Watersheds will be implemented. - NCDOT will abide by a Trout Moratorium from October 15th – April 15th on all streams. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No -Per JD site visit, it was determined that impacts to UT-19 (Site 30) do not require mitigation (15 LF). -Bank stabilization impacts (impact values include an * in Table 3) do not require mitigation, as there is no loss of waters. -Impacts from the two culvert-to-bridge sites (Site 4 and Site 49) (115 LF and 59 LF, respectively) do not require mitigation, per USACE and DWR, as there is no loss of waters. -A CUMULATIVE TOTAL of 498 LF of permanent stream impact do not require mitigation. -A TOTAL of 1,654 LF of stream impacts and 0.38 acre of wetland impacts require mitigation. 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type Quantity 12 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream impacts for which mitigation requested: 1,654 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland impacts for which mitigation requested: 0.38 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: 13 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: If required from 1a, see attached buffer permit drawings. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 14 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 2b. Is this an after-the-fact permit application? Yes No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. This project is for the widening of existing lanes (no new lanes) and the creation of paved roadway shoulders for safety. As such, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. 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. not applicable Revised Permit Sheet 1 of 93 Revised Permit Sheet 2 of 93 Revised Permit Sheet 3 of 93 Revised Permit Sheet 4 of 93 Revised Permit Sheet 5 of 93 Revised Permit Sheet 6 of 93 Revised Permit Sheet 7 of 93 Revised Permit Sheet 8 of 93 Revised Permit Sheet 9 of 93 Revised Permit Sheet 10 of 93 Revised Permit Sheet 11 of 93 Revised Permit Sheet 12 of 93 Revised Permit Sheet 13 of 93 Revised Permit Sheet 14 of 93 Revised Permit Sheet 15 of 93 Revised Permit Sheet 16 of 93 Revised Permit Sheet 17 of 93 Revised Permit Sheet 18 of 93 Revised Permit Sheet 19 of 93 Revised Permit Sheet 20 of 93 Revised Permit Sheet 21 of 93 Revised Permit Sheet 22 of 93 Revised Permit Sheet 23 of 93 Revised Permit Sheet 24 of 93 Revised Permit Sheet 25 of 93 Revised Permit Sheet 26 of 93 Revised Permit Sheet 27 of 93 Revised Permit Sheet 28 of 93 Revised Permit Sheet 29 of 93 Revised Permit Sheet 30 of 93 Revised Permit Sheet 31 of 93 Revised Permit Sheet 32 of 93 Revised Permit Sheet 33 of 93 Revised Permit Sheet 34 of 93 Revised Permit Sheet 35 of 93 Revised Permit Sheet 36 of 93 Revised Permit Sheet 37 of 93 Revised Permit Sheet 38 of 93 Revised Permit Sheet 39 of 93 Revised Permit Sheet 40 of 93 Revised Permit Sheet 41 of 93 Revised Permit Sheet 42 of 93 Revised Permit Sheet 43 of 93 Revised Permit Sheet 44 of 93 Revised Permit Sheet 45 of 93 Revised Permit Sheet 46 of 93 Revised Permit Sheet 47 of 93 Revised Permit Sheet 48 of 93 Revised Permit Sheet 49 of 93 Revised Permit Sheet 50 of 93 Revised Permit Sheet 51 of 93 Revised Permit Sheet 52 of 93 Revised Permit Sheet 53 of 93 Revised Permit Sheet 54 of 93 Revised Permit Sheet 55 of 93 Revised Permit Sheet 56 of 93 Revised Permit Sheet 57 of 93 Revised Permit Sheet 58 of 93 Revised Permit Sheet 59 of 93 Revised Permit Sheet 60 of 93 Revised Permit Sheet 61 of 93 Revised Permit Sheet 62 of 93 Revised Permit Sheet 63 of 93 Revised Permit Sheet 64 of 93 Revised Permit Sheet 65 of 93 Revised Permit Sheet 66 of 93 Revised Permit Sheet 67 of 93 Revised Permit Sheet 68 of 93 Revised Permit Sheet 69 of 93 Revised 10/11/13 Revised Permit Sheet 70 of 93 Revised 10/11/13 Revised Permit Sheet 71 of 93 Revised Permit Sheet 72 of 93 Revised 10/11/13 Revised Permit Sheet 73 of 93 Revised 10/11/13 Revised Permit Sheet 74 of 93 Revised 10/11/13 Revised Permit Sheet 75 of 93 Revised Permit Sheet 76 of 93 Revised Permit Sheet 77 of 93 Revised Permit Sheet 78 of 93 Revised Permit Sheet 79 of 93 Revised Permit Sheet 80 of 93 Revised Permit Sheet 81 of 93 Revised Permit Sheet 82 of 93 Revised Permit Sheet 83 of 93 Revised Permit Sheet 84 of 93 Revised Permit Sheet 85 of 93 Revised Permit Sheet 86 of 93 Revised Permit Sheet 87 of 93 Revised Permit Sheet 88 of 93 Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l Sh e e t S i t e S t a t i o n St r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s No . N o . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) 52 + 4 1 3 8 ' R T C u l v e r t E x t e n s i o n <0 . 0 1 16 52 + 4 1 3 8 ' R T B a n k s t a b i l i z a t i o n <0 . 0 1 10 2 53 + 8 0 4 7 ' R T t o 57 + 0 0 4 4 ' R T Po n d 0. 1 1 3 6 9 + 4 0 2 4 ' R T F i l l 0 . 0 1 71 + 7 0 3 5 ' R T C h a n n e l r e l o c a t i o n 0 . 0 1 2 0 71 + 6 4 2 0 ' L T Ba n k s t a b i l i z a t i o n / St r e a m a l i g n m e n t 0. 0 1 25 71 + 6 3 1 6 ' R T Ba n k s t a b i l i z a t i o n / St r e a m a l i gnm e n t 0. 0 2 90 5 9 4 + 8 0 2 7 ' L T P o n d <0.01 6 9 6 + 8 5 2 5 ' L T F i l l / H a n d c l e a r i n g < 0 . 0 1 < 0 . 0 1 7 9 8 + 2 9 3 0 ' L T F i l l / H a n d c l e a r i n g < 0 . 0 1 < 0 . 0 1 10 1 + 0 6 2 6 ' L T 5 4 " C C F R P M 0. 0 1 < 0 . 0 1 1 5 8 10 1 + 0 6 2 1 ' R T 5 4 " C C F R P M <0.019 9 11 2 + 2 0 3 2 ' R T t o 11 2 + 8 5 2 0 ' R T Ch a n n e l R e l o c a t i o n 0. 0 1 160 10 1 1 3 + 7 0 2 6 ' L T B a n k s t a b i l i z a t i o n <0 . 0 1 12 11 7 + 0 5 3 5 ' R T 2 4 " R C P 0. 0 1 < 0 . 0 1 4 1 1 3 11 7 + 3 5 2 2 ' L T 2 4 " R C P <0 . 0 1 8 11 7 + 3 5 2 2 ' L T B a n k s t a b i l i z a t i o n <0 . 0 1 11 12 1 3 2 + 5 0 3 0 ' L T F i l l / M e c h . C l e a r i n g < 0 . 0 1 0. 0 1 Ba n k s t a b i l i z a t i o n <0 . 0 1 11 30 " P i p e <0 . 0 1 6 14 1 3 5 + 6 6 2 5 ' L T F i l l / M e c h . C l e a r i n g < 0 . 0 1 <0 . 0 1 15 N O T U S E D 16 N O T U S E D 17 N O T U S E D 13 9 + 5 0 1 8 ' L T 4 2 " R C P 0. 0 1 29 13 9 + 6 1 4 6 ' L T B a n k s t a b i l i z a t i o n <0 . 0 1 12 13 9 + 6 9 5 5 ' L T B a s e D i t c h 0.0142 19 1 4 3 + 0 5 2 5 ' L T F i l l / M e c h . C l e a r i n g 0 . 0 1 0. 0 2 20 1 5 2 + 8 0 7 0 ' L T 18 " R C P 0 . 0 1 Ch a n n e l R e l o c a t i o n 0. 0 1 < 0 . 0 1 1 7 2 1 Ba n k s t a b i l i z a t i o n 0. 0 1 30 18 3 + 6 0 2 1 ' R T 13 3 + 0 5 3 0 ' L T WE T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S 13 18148 7 9 11 12 12 & 1 3 14 15 11 14 18 2 1 Re v i s e d P e r m i t S h e e t 8 9 o f 9 3 Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l Sh e e t S i t e S t a t i o n St r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s No . N o . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) WE T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S 24 " R C P <0 . 0 1 1 1 Ba n k s t a b i l i z a t i o n < 0 . 0 1 1 1 22 3 + 1 5 2 9 ' L T 2 4 ' R C P <0 . 0 1 9 Ch a n n e l r e l o c a t i o n <0 . 0 1 22 De w a t e r i n g <0.0110 23 0 + 9 5 1 3 ' R T C o n s t . A r e a <0 . 0 1 18 23 3 + 1 3 1 3 ' R T t o 23 4 + 4 0 1 7 ' R T Co n s t . A r e a 0. 0 2 1 2 9 25 2 3 4 + 5 4 1 9 ' L T B a n k s t a b i l i z a t i o n < 0 . 0 1 1 2 26 2 3 9 + 6 9 3 0 ' R T 3 0 " p i p e / c o n s t . 0 . 0 1 0. 0 1 27 2 3 9 + 9 8 2 7 ' L T B a n k s t a b i l i z a t i o n <0 . 0 1 13 27 7 + 8 2 3 3 ' L T 3 6 " R C P <0 . 0 1 7 27 7 + 8 7 2 5 ' L T B a n k s t a b i l i z a t i o n <0 . 0 1 7 29 2 9 1 + 1 6 3 4 ' L T f i l l / b a n k s t a b i l i z a t i o n < 0 . 0 1 <0 . 0 1 8 30 2 9 1 + 3 1 2 4 ' R T 2 4 " R C P <0 . 0 1 < 0 . 0 1 1 5 1 2 31 2 9 7 + 2 5 3 6 ' L T F i l l / H a n d c l e a r i n g < 0 . 0 1 <0 . 0 1 32 2 9 7 + 8 3 2 6 ' L T F i l l <0 . 0 1 <0 . 0 1 17 En d w a l l 0. 0 1 < 0 . 0 1 1 4 1 4 30 " R C P 0. 0 1 78 29 8 + 8 8 2 1 ' L T 3 0 " R C P <0 . 0 1 15 29 8 + 8 8 2 1 ' L T B a n k s t a b i l i z a t i o n <0 . 0 1 8 29 8 + 9 0 3 0 ' L T t o 30 0 + 7 7 2 7 ' L T Fi l l / C o n s t . A r e a 0 . 0 3 30 1 + 1 8 2 8 ' L T t o 30 1 + 7 1 2 7 ' L T Fi l l / C o n s t . A r e a < 0 . 0 1 30 2 + 3 0 2 5 ' L T F i l l / C o n s t . A r e a < 0 . 0 1 29 8 + 9 0 3 0 ' L T t o 30 2 + 2 8 2 5 ' L T Me c h a n i z e d c l e a r i n g 0. 0 6 30 2 + 4 5 2 5 ' L T H a n d c l e a r i n g 0. 0 2 35 N O T U S E D 21 2 3 22 3 + 1 6 3 6 ' L T 19 1 + 0 6 2 3 ' L T 29 8 + 4 0 1 7 ' R T t o 29 8 + 9 3 1 6 ' R T 28 27 33 34 23 26 2819 2 2 24 22 Re v i s e d P e r m i t S h e e t 9 0 o f 9 3 Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l Sh e e t S i t e S t a t i o n St r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s No . N o . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) WE T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S 36 3 1 2 + 2 2 2 7 ' L T H a n d c l e a r i n g <0 . 0 1 31 3 + 0 0 2 4 ' L T F i l l / C o n s t . A r e a < 0 . 0 1 31 3 + 0 0 2 7 ' L T H a n d c l e a r i n g 0. 0 1 31 4 + 9 4 4 1 L T t o 31 7 + 2 3 4 2 ' L T Me c h a n i z e d c l e a r i n g 0. 0 6 31 5 + 0 5 3 3 ' L T t o 31 7 + 1 8 3 0 ' L T Fi l l / C o n s t . A r e a 0 . 0 7 31 7 + 1 7 3 5 ' R T 24 " R C P ( r e t a i n i n g w a l l ) <0.0119 31 7 + 3 0 3 2 ' R T 2 4 " R C P 0. 0 1 32 24 " R C P 0. 0 1 40 Ba n k s t a b i l i z a t i o n <0 . 0 1 11 30 " R C P <0 . 0 1 10 Ba n k s t a b i l i a t i o n <0 . 0 1 10 32 2 + 1 8 3 1 ' R T e n d w a l l <0.112 Cu t <0 . 0 1 12 30 " R C P <0 . 0 1 16 32 5 + 2 5 3 4 ' L T Ba n k s t a b i l i z a t i o n / de - w a t e r i n g 0. 0 1 20 Ba n k s t a b i l i z a t i o n <0 . 0 1 9 30 " C C F R P M <0 . 0 1 12 30 " C C F R P M <0 . 0 1 13 Re t . W a l l <0.0111 42 A 3 3 6 + 5 0 2 0 ' R T I n l e t / 2 4 " R C P 0. 0 2 33 6 + 4 5 1 5 ' L T f i l l / 1 8 " R C P 0 . 0 1 33 6 + 5 3 1 9 ' L T 1 8 " R C P < 0 . 0 1 33 6 + 7 1 2 1 ' R T i n l e t / 1 8 " R C P <0 . 0 1 44 N O T U S E D 34 4 + 2 9 2 1 ' R T 3 6 " R C P <0 . 0 1 10 36 " R C P <0 . 0 1 17 Ba n k s t a b i l i z a t i o n <0 . 0 1 11 34 4 + 3 3 2 5 ' L T 31 7 + 3 2 2 1 ' L T 32 2 + 2 3 3 1 ' L T 40 32 5 + 2 5 3 4 ' R T 33 2 + 4 9 1 6 ' L T 42 33 2 + 5 0 2 1 ' R T 39 29 30 31 4537384143 Re v i s e d P e r m i t S h e e t 9 1 o f 9 3 Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l Sh e e t S i t e S t a t i o n St r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s No . N o . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) WE T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S 30 " C C F R P M <0 . 0 1 1 5 Ea r t h e n D i t c h & P r o p . Re t . W a l l C o n s t . <0.0112 30 " C C F R P M <0 . 0 1 10 Ba n k s t a b i l i z a t i o n <0 . 0 1 17 46 A 3 4 9 + 3 6 2 5 ' R T f i l l <0 . 0 1 4 42 " C C F R P M <0 . 0 1 13 Re l o c a t e C h a n n e l 0. 0 1 84 42 " C C F R P M <0 . 0 1 16 Ba n k s t a b i l i z a t i o n <0 . 0 1 12 37 2 + 6 1 3 0 R T C h a n n e l R e l o c a t i o n 0. 0 1 41 Ri p r a p E r o s i o n S t o n e (D i t c h L i n i n g ) 0. 0 1 69 37 2 + 5 7 2 2 ' L T C h a n n e l R e l o c a t i o n 0. 0 1 39 48 A 3 7 6 + 0 0 4 3 ' L T F i l l <0 . 0 1 39 3 + 5 5 L T Ba n k s t a b i l i z a t i o n / st r e a m a l i g n m e n t 0. 0 2 26 39 3 + 5 5 R T Ba n k s t a b i l i z a t i o n / st r e a m a l i g n m e n t 0. 0 2 33 40 4 + 1 4 1 0 0 ' R T C h a n n e l R e l o c a t i o n 0. 0 4 < 0 . 0 1 1 0 0 1 8 40 4 + 2 1 2 4 ' L T C h a n n e l R e l o c a t i o n 0. 0 3 84 50 4 0 5 + 4 5 5 1 ' L T E a r t h e n D i t c h 0. 0 2 72 51 41 4 + 4 7 3 3 ' L T t o 41 5 + 5 4 3 2 ' L T Ba s e D i t c h 0 . 0 1 0. 0 3 111 41 6 + 0 0 2 6 ' L T E n d w a l l <0.0110 41 6 + 0 7 1 8 ' L T 4 2 " R C P <0 . 0 1 19 41 6 + 4 6 2 1 ' R T E n d w a l l <0.0115 38 5 3 4 2 3 + 6 0 4 4 ' R T B a n k s t a b i l i z a t i o n <0 . 0 1 9 6' x 7 ' R C B C <0 . 0 1 < 0 . 0 1 1 3 9 Ba n k s t a b i l i z a t i o n 0. 0 1 64 6' x 7 ' R C B C <0 . 0 1 < 0 . 0 1 4 1 2 32 34 9 + 3 6 2 5 ' R T 34 9 + 3 4 2 2 ' L T 36 4 + 4 9 2 0 ' L T 44 1 + 9 4 3 3 ' L T 36 4 + 2 8 1 9 ' R T 37 2 + 6 1 3 0 ' R T 46 40 5 4 36 49 50 37 52 33 4 7 34 48 Re v i s e d P e r m i t S h e e t 9 2 o f 9 3 Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l Sh e e t S i t e S t a t i o n St r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s No . N o . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) WE T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S En d w a l l <0.0110 72 " R C P 0. 0 1 28 46 8 + 3 1 3 4 ' L T C o n s t . A r e a < 0 . 0 1 46 7 + 9 8 1 8 ' R T to 4 6 8 + 3 0 3 1 ' R T 72 " R C P <0 . 0 1 3 1 46 8 + 0 5 1 8 ' R T t o 46 8 + 5 0 3 1 ' R T Fr o m T y i n g i n 3 ' Di t c h 0.0127 46 8 + 7 5 4 0 ' R T t o 46 9 + 5 4 3 1 ' R T Ch a n n e l R e l . w / Ro c k C r o s s V a n e s <0 . 0 1 0 . 0 1 8 4 50 1 + 0 5 3 1 ' L T 30 " R C P & J u n c t . Bo x 0. 0 1 0 . 0 1 1 3 50 1 + 0 5 2 7 ' R T H e a d w a l l 0 . 0 1 50 3 + 1 5 2 7 ' L T 3 0 " C S P 0. 0 1 1 1 50 3 + 2 5 4 0 ' L T 3 0 " C S P 0 . 0 1 50 3 + 2 5 2 1 ' R T H e a d w a l l a n d d i t c h 0 . 0 1 58 45 575655 0. 1 9 0 . 0 0 0 . 0 4 0 . 1 5 0 . 0 5 0 . 6 0 0 . 0 7 2 1 5 2 46 7 + 7 3 2 3 ' L T TO T A L : 42 284 Re v i s e d P e r m i t S h e e t 9 3 o f 9 3 - L - P O T S T A . 1 6 7 + 7 5 . 0 0 - L - P O T S T A . 1 6 9 + 0 0 . 0 0 3 2 456789 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2627282930 3 1 3 3 3 4 3 5 3 6 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 4 6 B E G I N E X S I T I N G B R I D G E E N D E X S I T I N G B R I D G E R - 3 1 0 1 A L L E G H A N Y C O U N T Y T Y P E O F W O R K : U T I L I T Y R E L O C A T I O N S L O C A T I O N : U S - 2 1 F R O M R O A R I N G G A P T O S P A R T A R-3101 R o n W i l k i n s , P . E . E r i c H a u g a a r d TO ELKIN TO SPA R TA GREEN HOUSE ROAD-Y4- SR 1178GREEN HOUSE ROAD-Y5- SR 1178 OLD GAR ROAD-Y2- SR 1478 OKLAHOMA ROAD-Y1- SR 1100 ROARING GAP ROAD-Y3- SR 1478 HOLLY KNOLL ROAD -Y6 - SR 15 12 C A M P B U T L E R R O A D - Y 8 - S R 1 1 0 5 F O X F IR E R O A D -Y 1 1- S R 110 7 CHERRY LANE -Y14 -SR 1106 GLADE VALLEY ROAD -Y17-SR 1444 DWITT ROAD -Y18-SR 1113 SHERIFF ROAD -Y21-SR 1422 MACEDONIA CH RD -Y20-SR 1118 -Y22-OLD US 21 OLD US 21-Y25-SR 1119 ANDREWS RIDGE ROAD -Y23-SR 1429 -Y1--Y2--Y2--Y3--Y5- -Y 9 - -Y10- - Y11- -Y14- -Y4- -Y6- -Y5- -Y7- -Y 8- -Y12REV- -Y13- APPROXIMATEAPPROXIMATEAPPROXIMATE9’ GRSR 1478 ROARING GAP ROAD BST SR 1100 OKLAHOMA ROAD BSTSR 1478 OLD GAR ROAD BST W.E . 2 7 5 9 . 3 APPROXIMATEW.E. 2776.1APPROXIMATE10’ BSTOLD BEAU BLVD BST COUNTRY CLUB RD BST CONCUS 21 GOL F C A R T P A T H B S T W.E.= 2806.0 W.E.= 2798.5 SR 1178 GREEN HOUSE ROAD BST W.E. 2761.6 APPROXIMATE W.E. 2 7 4 7 . 6 PON D SR 1105 CAMP BUTLER ROAD BST SR 1463 MOUNTAIN VIEW ROAD BST US 21 B S T APPRO X POND US 21 SR 1106 CHERRY LANE ROAD BST SR 1471 BRUSH CREEK ROAD BST SR 1107 FOXFIRE ROAD BST PARADISE LANE GR SR 1106 CHERRY LANE BST US 2 1 WE 2 7 7 6 . 3 POND BST P A APPR O X US 3 2 1 WE 2 8 0 7 . 0 8’ SOIL DRIVE BST P A 36+95.00 23.00 Beg. Retaining WallW.E.= 2871.9 W.E.= 2871.9 BST DOE RUN 12’ BST PINE NEEDLE ST 12’ BST US 21US 21 BSTCONCW.E.= 2806.0 SR 1174 BST 12’ GR 10’ BST RED BIRD LANE BST W.E. 2 7 5 0 . 9 W.E. 2 7 5 7 . 4 COUNTRY DOWNS AVENUE BST HOLLY KNOLL ROAD BST SR 1512 HOLLY KNOLL ROAD GR BS T LITTLE BRIDGE LANE BST BST SR 1464 SHAWTOWN ROAD BST APPR O X APP R O X US 3 2 1 BLUE RIDGE PARKWAY WELLINGTON ROAD BST SAVANNAH LANE GR -Y19REV- -Y20- -Y22- -Y23- -Y25- -Y24- -Y27- -Y26- -Y15--Y16- -Y17- -Y18- -Y21- APPRO X US 21SR 1467 STOKER ROAD BST US 2 1 B S T WE 2 6 1 8 . 2 APP R O X APPRO X US 21 22’ BST CO N C 8’ GR GR PA SR 1429 ANDREWS RIDGE ROAD 18’ BST SR 1422 12’ B S T SHERIFF ROAD SR 1422 SHERIFF ROAD 12’ BST GLA D E C R E E K SR 1422 FOX RIDGE ROAD 18’ BST SR 1432 SHERIFF ROAD 11’ BST 15’ B S T SR 1430 SHERIFF ROAD 12’ BST OLD US 21 14’ BST CON C JOINES COURT LANE GR PARKING GR PARKING 12’ B S T US 21 34’ BST US 21 22’ BST 10’ GR SR 1426 CHESTNUT GROVE CHURCH ROAD 25’ BST SR 1120 MACEDONIA CHURCH ROAD 19’ BST DIRT P I L E 8’ SOIL CONC BST P A BST P A GR P A SR 1119 NARRON ROAD 12’ BST US 21 22’ BST SR 1119 OLD US 21 11’ BST CON C 8’ BST 8’ B S T 7’ GR 8’ GR JOINES PARK ROAD19’ BST SR 1121 PINE SWAMP ROAD 24’ BST APPROXSR 1111 PULL TAIL ROAD BST US 2 1 B S T ARBOR LANE SOILUS 21 BST US 21 BST BST PA SR 1444 GLADE VALLEY ROAD BST US 2 1 2 2 ’ B S T 8’ SO I L 9’ BST 10’ GR OLD US 21 12’ BST 8’ GR GLADE CREEK GLA D E C R E E K GLADE CREEK 14’ G R 11’ GR GR P A GR PA GR PA 10’ BST 14’ G R US 21 BST BST CO N C 10’ SOIL US 21 3 0 ’ B S T 19’ BST 8’ SO I L 9’ SOIL 10’ GR BST PULL TAIL ROAD-Y15-SR 1111STOKER ROAD -Y16-SR 1467 COUNTRY CLUB RD LANE RED BIRD MOUNTA IN V IEW ROAD -Y7 - SR 1463 C H E R R Y LA N E R O A D - Y 9- SR 110 6 F O X F IR E R O A D -Y 12 R E V - S R 1 1 0 7 SHERIFF ROAD -Y19REV-SR 1432 JOINES PARK ROAD PARKW AYBLUE RIDGE DOWNS AVENUE -D1-COUNTRY B R U S H C R E E K R O A D - Y 1 0 - S R 1 4 7 1 S H A W T O W N R O A D - Y 1 3 - S R 1 4 6 4 R O A D W E L L I N G T O N P I N E S W A M P R O A D S R 1 1 2 1 M A C E D O N I A C H R D - Y 2 7 - S R 1 1 2 0 C H E S T N U T G R O V E C H R D - Y 2 6 - S R 1 4 2 6 N A R R O N R O A D - Y 2 4 - S R 1 1 1 9 09/08/9903-OCT-2013 07:55R:\Utilities\Engineering\UC\Proj\NEU perm it stuff\R-3101_NEU_title_sheet_(revised 10-02-13).dgn$$$$USERNAME$$$$TIP PROJECT: U T I L I T I E S S E C T I O N E N G I N E E R U T I L I T I E S S Q U A D L E A D E R P R O J E C T E N G I N E E R U T I L I T I E S P R O J E C T D E S I G N E R R o g e r W o r t h i n g t o n , P . E . X XDEPARTMENT OF T R A NSPOR T A T ION S T A TE O F N O RT H CAROLINA S E A L 000PROFILE (HORIZONTAL)GRAPHIC SCALESPLANSPROFILE (VERTICAL)000 S H E E T N O . S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S T . I . P . N O . 5050505020105102510025100 IND E X O F S H E E T S SHEET NO. D E S C R I P T I O N P R E P A R E D I N T H E O F F I C E O F : F A X ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E ( 9 1 9 ) 7 0 7 - 6 6 9 0 R A L E I G H N C 2 7 6 9 9 - 1 5 9 1 1 5 9 1 M A I L S E R V I C E S C E N T E R U T I L I T I E S U N I T D I V I S I O N O F H I G H W A Y S U T I L I T I E S E N G I N E E R I N G U E P - 1 UEP-1 T I T L E S H E E T UEP-2 W E T L A N D I M P A C T S I T E S U 1 , U 2 UEP-6 W E T L A N D I M P A C T S I T E S U 6 , U 7 UEP-3 W E T L A N D I M P A C T S I T E S U 3 UEP-4 W E T L A N D I M P A C T S I T E S U 4 UEP-5 W E T L A N D I M P A C T S I T E S U 5 UEP-7 W E T L A N D I M P A C T S I T E S U 8 UEP-8 W E T L A N D I M P A C T S I T E S U 9 UEP-9 W E T L A N D I M P A C T S I T E S U 1 0 U T I L I T Y S H E E T 1 O F 1 0 U T I L I T Y E N V I R O N M E N T A L P L A N S P L A N D A T E : 1 0 - 0 2 - 2 0 1 3 U E P - 2 S I T E - U 2 S I T E - U 1 U E P -3 S IT E -U 3 S IT E -U 4 U E P -4 U E P - 5 S I T E - U 5 U E P - 7 SIT E - U 8 UEP-6SITE-U6SITE-U7 U E P - 8 S I T E - U 9 U E P- 9 SI T E- U 10 U E P - 2 R - 3 1 0 1 1 5 0 S Q F T ( < 0 . 0 1 A C ) " H A N D - C L E A R I N G I N W E T L A N D S " U T I L I T Y I M P A C T S I T E - U 2 425 SQ F T ( < 0 . 0 1 A C ) "HAND-CLEA R I N G I N W E T L A N D S " UTILITY I M P A C T S I T E - U 1 P = P R O J E C T I M P A C T S ( N O N - U T I L I T Y ) F R O M U T I L I T Y I N S T A L L A T I O N " H A N D - C L E A R I N G I N W E T L A N D S " C R O S S - H A T C H E D A R E A S S H O W U T I L I T Y I M P A C T S I T E - U 1 A N D S I T E - U 2 U T I L I T Y E N V I R O N M E N T A L P E R M I T D R A W I N G N C D O T P R O J E C T R - 3 1 0 1 U T I L I T Y S H E E T 2 O F 1 0 N AD 83/ 95 100 95 105 -Y6- 1 0 18"FS36"18" 1 8 " 54" CCFRPM 2 0 ’ R 5’R 100’R G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 30’R 5 ’ R 3 0 ’ R S HIF T 15 0 ’ 15’9’ S H I F T T A P E R 3 0 0 ’ 15’9’ S T S U U 1 " = 1 0 0 ’ ( H A L F - S I Z E S H E E T ) 1 " = 5 0 ’ ( F U L L - S I Z E S H E E T ) P L A N S C A L E : U = U T I L I T Y I M P A C T S P L A N D A T E : 1 0 - 0 2 - 2 0 1 3 03-OCT-2013 07:55R:\Utilities\Engineering\UC\Proj\NEU permit stuff\R-3101 NES sheet UEP-2 (10-02-13).dgn$$$$USERNAM E$$$$5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . D E S I G N E D B Y : D R A W N B Y : C H E C K E D B Y : A P P R O V E D B Y : U T I L I T Y C O N S T R U C T I O N T R A N S P O R T A T I O N D E P A R T M E N T O F N O R T H C A R O L I N A P L A N S O N L Y U T I L I T Y C O N S T R U C T I O N R E V I S E D : U T I L I T I E S E N G I N E E R I N G S E C . F A X : ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E : ( 9 1 9 ) 7 0 7 - 6 6 9 0 P P P P REM. REM . R E M . R E M . FH C FH C SITE 5 S I T E 6 S I T E 7 S I T E 8 TS ST S T S U E P - 3 R - 3 1 0 1 1 0 4 5 S Q F T ( 0 . 0 2 A C ) " H A N D - C L E A R I N G I N W E T L A N D S " N E S S I T E - U 3 P=PROJECT IMPACTS (NON-UTILITY ) FROM UTILITY INSTALLATION "HAND-CLEARING IN WETLANDS" CROSS-HATCHED AREAS SHOW U T I L I T Y S H E E T 3 O F 1 0 P 145 1 5 18"30" 18 " 18" FS FS 42" W/ ELBOWS 30" CMP PES PES 42" 2GI-D 2 G I - B 2 G I - A 2 GI- A 18" REMOVEPES 30’R 50’R 10 ’ R 2 5 ’ R 5 0 ’ R 10’R 10 0 ’ T A P E R L O C A T I O N N E W B R I D G E SITE 12 S I T E 1 4 S I T E 1 8 T S S F S SSITE 13 S FF U 1"=100’ (HALF-SIZE SHEET ) 1"=50’ (FULL-SIZE SHEET)PLAN SCALE: U T I L I T Y I M P A C T S I T E - U 3 U T I L I T Y E N V I R O N M E N T A L P E R M I T D R A W I N G N C D O T P R O J E C T R - 3 1 0 1 P L A N D A T E : 1 0 - 0 2 - 2 0 1 3 U=UTILITY IMPACTS03-OCT-2013 07:55R:\Utilities\Engineering\UC\Proj\NEU permit stuff\R-3101 NES sheet UEP-3 (10-02-13).dgn$$$$USERNAM E$$$$5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . D E S I G N E D B Y : D R A W N B Y : C H E C K E D B Y : A P P R O V E D B Y : U T I L I T Y C O N S T R U C T I O N T R A N S P O R T A T I O N D E P A R T M E N T O F N O R T H C A R O L I N A P L A N S O N L Y U T I L I T Y C O N S T R U C T I O N R E V I S E D : U T I L I T I E S E N G I N E E R I N G S E C . F A X : ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E : ( 9 1 9 ) 7 0 7 - 6 6 9 0 P REM.REM. F F SIT E 19 F S 10 SQFT (<0.01 AC)"HAND-CLEARING IN WETLAND S " NES SITE-U4 P = P R O J E C T I M P A C T S ( N O N - U T I L I T Y ) F R O M U T I L I T Y I N S T A L L A T I O N " H A N D - C L E A R I N G I N W E T L A N D S " C R O S S - H A T C H E D A R E A S S H O W U T I L I T Y S H E E T 4 O F 1 0 P Wetland W-33 150 15 5 160 24" FS FS 24"JB REMOVE 2GI-D 2GI-A RETAIN 24"2GI-A18" 18" GRAU 350 F U E P - 4 R - 3 1 0 1 1 " = 1 0 0 ’ ( H A L F - S I Z E S H E E T ) 1 " = 5 0 ’ ( F U L L - S I Z E S H E E T ) P L A N S C A L E : U U T I L I T Y I M P A C T S I T E - U 4 UT I L I T Y E N V I R O N M E N T A L P E R M I T D R A W I N G N C D O T P R O J E C T R - 3 1 0 1 P L A N D A T E : 1 0 - 0 2 - 2 0 1 3 U = U T I L I T Y I M P A C T S 03-OCT-2013 07:55R:\Utilities\Engineering\UC\Proj\NEU permit stuff\R-3101 NES sheet UEP-4 (10-02-13).dgn$$$$USERNAM E$$$$5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . D E S I G N E D B Y : D R A W N B Y : C H E C K E D B Y : A P P R O V E D B Y : U T I L I T Y C O N S T R U C T I O N T R A N S P O R T A T I O N D E P A R T M E N T O F N O R T H C A R O L I N A P L A N S O N L Y U T I L I T Y C O N S T R U C T I O N R E V I S E D : U T I L I T I E S E N G I N E E R I N G S E C . F A X : ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E : ( 9 1 9 ) 7 0 7 - 6 6 9 0 7 5 S Q F T ( < 0 . 0 1 A C ) " H A N D - C L E A R I N G I N W E T L A N D S " N E S S I T E - U 5 P = P R O J E C T I M P A C T S ( N O N - U T I L I T Y ) F R O M U T I L I T Y I N S T A L L A T I O N " H A N D - C L E A R I N G I N W E T L A N D S " C R O S S - H A T C H E D A R E A S S H O W U T I L I T Y S H E E T 5 O F 1 0 190 195 200 24" 18" F S F S 24" 2GI-D 2 G I - D 2 G I - B 1 8 " PES STA. 188+00GUTTERINGEND EXPRESSWAY U E P - 5 R - 3 1 0 1 U 1 " = 1 0 0 ’ ( H A L F - S I Z E S H E E T ) 1 " = 5 0 ’ ( F U L L - S I Z E S H E E T ) P L A N S C A L E : U T I L I T Y I M P A C T S I T E - U 5 U T I L I T Y E N V I R O N M E N T A L P E R M I T D R A W I N G N C D O T P R O J E C T R - 3 1 0 1 P L A N D A T E : 1 0 - 0 2 - 2 0 1 3 U = U T I L I T Y I M P A C T S 03-OCT-2013 07:55R:\Utilities\Engineering\UC\Proj\NEU permit stuff\R-3101 NES sheet UEP-5 (10-02-13).dgn$$$$USERNAM E$$$$5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . D E S I G N E D B Y : D R A W N B Y : C H E C K E D B Y : A P P R O V E D B Y : U T I L I T Y C O N S T R U C T I O N T R A N S P O R T A T I O N D E P A R T M E N T O F N O R T H C A R O L I N A P L A N S O N L Y U T I L I T Y C O N S T R U C T I O N R E V I S E D : U T I L I T I E S E N G I N E E R I N G S E C . F A X : ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E : ( 9 1 9 ) 7 0 7 - 6 6 9 0 REM.SITE 22S 2490 SQFT (0.06 A C ) "HAND-CLEARING IN WE T L A N D S " NES SITE-U6 1 8 5 0 S Q F T ( 0 . 0 4 A C ) " H A N D - C L E A R I N G I N W E T L A N D S " N E S S I T E - U 7 H U N G O N F O R WO R K WI L L O N L Y H A V E C A B L E - T V P O L E I S E X I S T I N G A N D P H O N E C A L L ( 1 0 - 0 2 - 1 3 ) , A S P E R J O H N F A I S O N ( K C I ) A T S T A 2 9 9 + 0 0 / 1 0 6 R P O L E I N S I D E WE T L A N D P=PROJECT IMPACTS (NON-UTILITY)FROM UTILITY INSTALLATION "HAND-CLEARING IN WETLANDS" CROSS-HATCHED AREAS SHOW P U T I L I T Y S H E E T 6 O F 1 0 295 300 -Y16REV- 18" 24" 24" 15" 30" 2 G I - A 2 G I - D 3 0 " C M P W / E L B O W S 7 5’ R GRAU 350 G R A U 3 5 0 2 0 ’ R 75 ’ R 3 0 ’ R U E P - 6 R - 3 1 0 1 1"=100’ (HALF-SIZE SHEET)1"=50’ (FULL-SIZE SHEET)PLAN SCALE: U U UU U U U T I L I T Y I M P A C T S I T E - U 6 A N D S I T E - U 7 U T I L I T Y E N V I R O N M E N T A L P E R M I T D R A W I N G N C D O T P R O J E C T R - 3 1 0 1 P L A N D A T E : 1 0 - 0 2 - 2 0 1 3 U=UTILITY IMPACTS03-OCT-2013 07:55R:\Utilities\Engineering\UC\Proj\NEU perm it stuff\R-3101 NES sheet UEP-6 (10-02-13).dgn$$$$USERNAM E$$$$5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . D E S I G N E D B Y : D R A W N B Y : C H E C K E D B Y : A P P R O V E D B Y : U T I L I T Y C O N S T R U C T I O N T R A N S P O R T A T I O N D E P A R T M E N T O F N O R T H C A R O L I N A P L A N S O N L Y U T I L I T Y C O N S T R U C T I O N R E V I S E D : U T I L I T I E S E N G I N E E R I N G S E C . F A X : ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E : ( 9 1 9 ) 7 0 7 - 6 6 9 0 TS SF T S F F F F H C F H C F S S S S F H C F 6 0 S Q F T ( < 0 . 0 1 A C ) " H A N D - C L E A R I N G I N W E T L A N D S " N E S S I T E - U 8 P = P R O J E C T I M P A C T S ( N O N - U T I L I T Y ) U T I L I T Y S H E E T 7 O F 1 0 NAD 83/ 95 335 340 345 24" 18" 18" 36" F S F S W / E L B O W S 1 8 " C S P 2 G I - B 2 G I - B CULVERT WITH 30" CCFRPM PIPE SLIPLINE EXISTING 3’X5’ 30" CCFRPMGRAU 350 G R A U 3 5 0 SITE 4 3 SITE 42A U E P - 7 R - 3 1 0 1 U 1 " = 1 0 0 ’ ( H A L F - S I Z E S H E E T ) 1 " = 5 0 ’ ( F U L L - S I Z E S H E E T ) P L A N S C A L E : U T I L I T Y I M P A C T S I T E - U 8 UT I L I T Y E N V I R O N M E N T A L P E R M I T D R A W I N G N C D O T P R O J E C T R - 3 1 0 1 P L A N D A T E : 1 0 - 0 2 - 2 0 1 3 U = U T I L I T Y I M P A C T S F R O M U T I L I T Y I N S T A L L A T I O N " H A N D - C L E A R I N G I N W E T L A N D S " C R O S S - H A T C H E D A R E A S S H O W 03-OCT-2013 07:55R:\Utilities\Engineering\UC\Proj\NEU permit stuff\R-3101 NES sheet UEP-7 (10-02-13).dgn$$$$USERNAM E$$$$5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . D E S I G N E D B Y : D R A W N B Y : C H E C K E D B Y : A P P R O V E D B Y : U T I L I T Y C O N S T R U C T I O N T R A N S P O R T A T I O N D E P A R T M E N T O F N O R T H C A R O L I N A P L A N S O N L Y U T I L I T Y C O N S T R U C T I O N R E V I S E D : U T I L I T I E S E N G I N E E R I N G S E C . F A X : ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E : ( 9 1 9 ) 7 0 7 - 6 6 9 0 S e t p o l e 2 ’- 0 " t o t h e r ig h t o f e x is t in g p o l e S e t p o l e 2 ’ - 0 " t o t h e r i g h t o f e x i s t i n g p o l e REM. R E M . STSEE F S S S S S 17+5018+0018+5019+0019+5020+0020+50 21+00 3 3 9 0 S Q F T ( 0 . 0 8 A C ) " H A N D - C L E A R I N G I N W E T L A N D S " N E S S I T E - U 9 P = P R O J E C T I M P A C T S ( N O N - U T I L I T Y ) F R O M U T I L I T Y I N S T A L L A T I O N " H A N D - C L E A R I N G I N W E T L A N D S " C R O S S - H A T C H E D A R E A S S H O W P U T I L I T Y S H E E T 8 O F 1 0 476 475 474 473 472 471 470 469 468 467 466 465464463462 NAD 83/ 95 465 470 475 10 10-Y24--Y25- 2 4 " H D P E REM O VE APPR O X. L OC. 24" C MPP PLU G P PLU G REM O VE REMOVE & REPLACE REMOVE & REPLACE 2720.0000 2725.0000 2730.00002730.00000.00005.000010.000015.000020.000025.000 0 30 . 0 0 0 0 35 . 0 0 0 0 40 . 0 0 0 0 45 . 0 0 0 0 50 . 0 0 0 0 5 5 . 0 0 0 0 6 0 . 0 0 0 0 65 . 0 0 0 0 70 . 0 0 0 0 75 . 0 0 0 0 80 . 0 0 0 0 85 . 0 0 0 0 90 . 0 0 0 0 95 . 0 0 0 0 10 0 . 0 0 0 0 10 5 . 0 0 0 0 11 0 . 0 0 0 0 11 5 . 0 0 0 0 12 0 . 0 0 0 0 12 5 . 0 0 0 0 13 0 . 0 0 0 0 13 5 . 0 0 0 0 13 7 . 4 7 1 0 27 2 5 . 6 1 4 5 27 2 4 . 7 7 7 2 27 2 5 . 7 9 5 9 27 2 9 . 5 4 3 6 2 G I- A SEE DETAIL 3CUT DITCH S E E D E T A IL 15 3 ’ B A S E L A T E R A L D IT C H S E E D E T A IL 3 C U T D IT C H P O SSIBLE EXIS T. JB S EE D ETA IL 18 4 ’ BAS E LA TERAL D ITC H SEE D ETAIL 11 PS RM 4 ’ BAS E LA TERAL D ITC H S EE D ETA L PS RM C U T D ITC H S EE D ETA IL 13 4 ’ BASE C U T D ITC H 18" 72" 2 4 " 2 4 " 2 4 " S EE D ETA ILS RO C K C RO S S VA N ES 3 ’ BA S E C H A N N EL GRAU 350 G RAU 3 5 0 G RA U 3 5 0 G RA U 3 5 0 1 0 ’ R 1 5 ’ R 1 0 ’ R 5 0 ’ R 50’R 50’R U E P - 8 R - 3 1 0 1 1 " = 1 0 0 ’ ( H A L F - S I Z E S H E E T ) 1 " = 5 0 ’ ( F U L L - S I Z E S H E E T ) P L A N S C A L E : U U U U U T I L I T Y I M P A C T S I T E - U 9 UTIL I T Y E N V I R O N M E N T A L P E R M I T D R A W I N G N C D O T P R O J E C T R - 3 1 0 1 P L A N D A T E : 1 0 - 0 2 - 2 0 1 3 U = U T I L I T Y I M P A C T S 03-OCT-2013 07:55R:\Utilities\Engineering\UC\Proj\NEU permit stuff\R-3101 NES sheet UEP-8 (10-02-13).dgn$$$$USERNAM E$$$$5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . D E S I G N E D B Y : D R A W N B Y : C H E C K E D B Y : A P P R O V E D B Y : U T I L I T Y C O N S T R U C T I O N T R A N S P O R T A T I O N D E P A R T M E N T O F N O R T H C A R O L I N A P L A N S O N L Y U T I L I T Y C O N S T R U C T I O N R E V I S E D : U T I L I T I E S E N G I N E E R I N G S E C . F A X : ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E : ( 9 1 9 ) 7 0 7 - 6 6 9 0 T S S T S F E S S 16+5017+0017+5018+5019+0019+5020+00 2 0 + 5 0 2 1+ 0 0 2 1+ 5 0 2 2 + 0 0 2 2 + 5 0 2 3 + 0 0 2 3 + 5 0 2 4 + 0 0 2 4 + 5 0 2 5 + 0 0 2 5 + 5 0 2 6 + 0 0 2 6 + 5 0 2 7 + 0 0 3+003+504+004+505+005+506+006+50 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0+ 0 0 10 + 5 0 1 1 + 0 0 11+ 5 0 240 SQFT (<0.01 AC)"HAND-CLEARING IN WETLAN D S " NES SITE-U10 I N S T A L L A T I O N W E T L A N D S " F R O M U T I L I T Y " T E M P O R A R Y E X C A V A T I O N I N C I R C L E - F I L L E D A R E A S S H O W P = P R O J E C T I M P A C T S ( N O N - U T I L I T Y ) P U T I L I T Y S H E E T 9 O F 1 0 505 506 507 508 509 511 504 503502501500 510 E X IS T IN G R / W E X I S T I N G R / W E X I S T IN G R / W W A T E R L IN E E X I S T 10 " D I 500 505 510 18 " C M P RE T A I N R E M O V E & R E P L A C E F S RE M O V E & R EP LA C E 30" RCP BURIED 0.5’REMOVE & REPLACE 30" CSP2GI24" HDPE 15" HDPEAPPROX. LOC.DI15" CSP2GI TB 2GI JB w/MHREMOVE & REPLACE 30" CSPTB 2 G I H E I G H T = 1 . 5 F T . M O D I F I E D F A L S E S U M P S E E D E TA I L 16 S P E C I A L C U T B A S E D I T C H STA. 500+00 -L- LT BEGIN SBG30" 15" 30" 24" 18" S T A . 5 0 5 + 0 0 - L- L T E N D S B G S E E D ETA I L 1 5 2 ’ LA TE R A L B A S E D I TC H GRAU 350 G R A U 3 5 0 U E P - 9 R - 3 1 0 1 1 " = 1 0 0 ’ ( H A L F - S I Z E S H E E T ) 1 " = 5 0 ’ ( F U L L - S I Z E S H E E T ) P L A N S C A L E : U U T I L I T Y I M P A C T S I T E - U 1 0 U T I L I T Y E N V I R O N M E N T A L P E R M I T D R A W I N G N C D O T P R O J E C T R - 3 1 0 1 P L A N D A T E : 1 0 - 0 2 - 2 0 1 3 U = U T I L I T Y I M P A C T S R F H WA T E R L IN E E X IS T 10 " D I E X IS T 4 " S E W E R L IN E 03-OCT-2013 07:56R:\Utilities\Engineering\UC\Proj\NEU permit stuff\R-3101 NES sheet UEP-9 (10-02-13).dgn$$$$USERNAM E$$$$5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . D E S I G N E D B Y : D R A W N B Y : C H E C K E D B Y : A P P R O V E D B Y : U T I L I T Y C O N S T R U C T I O N T R A N S P O R T A T I O N D E P A R T M E N T O F N O R T H C A R O L I N A P L A N S O N L Y U T I L I T Y C O N S T R U C T I O N R E V I S E D : U T I L I T I E S E N G I N E E R I N G S E C . F A X : ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E : ( 9 1 9 ) 7 0 7 - 6 6 9 0 EF F SFS SS S S FF F F Te m p . Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e - L - S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) U1 S t a 9 7 + 0 0 L ov e r h e a d p o w e r l i n e - c l e a r 1 5 ' ea c h s i d e o f l i n e < 0 . 0 1 (4 2 5 S Q F T ) U2 S t a 9 8 + 2 5 L ov e r h e a d p o w e r l i n e - c l e a r 1 5 ' ea c h s i d e o f l i n e < 0 . 0 1 (1 5 0 S Q F T ) U3 S t a 1 4 3 + 2 5 L ov e r h e a d p o w e r l i n e - c l e a r 1 5 ' ea c h s i d e o f l i n e 0. 0 2 (1 0 4 5 S Q F T ) U4 S t a 1 5 1 + 9 0 L ov e r h e a d p o w e r l i n e - c l e a r 1 5 ' ea c h s i d e o f l i n e < 0 . 0 1 (1 0 S Q F T ) U5 S t a 1 9 6 + 0 0 L ov e r h e a d p o w e r l i n e - c l e a r 1 5 ' ea c h s i d e o f l i n e < 0 . 0 1 (7 5 S Q F T ) U6 S t a 2 9 1 + 1 0 L ov e r h e a d p o w e r l i n e - c l e a r 1 5 ' ea c h s i d e o f l i n e 0. 0 6 (2 4 9 0 S Q F T ) U7 S t a 2 9 9 + 0 0 R ov e r h e a d p o w e r l i n e - c l e a r 1 5 ' ea c h s i d e o f l i n e 0. 0 4 (1 8 5 0 S Q F T ) U8 S t a 3 3 9 + 3 5 L ov e r h e a d p o w e r l i n e - c l e a r 1 5 ' ea c h s i d e o f l i n e <0 . 0 1 (6 0 S Q F T ) U9 S t a 4 6 8 + 8 0 L ov e r h e a d p o w e r l i n e - c l e a r 1 5 ' ea c h s i d e o f l i n e 0. 0 8 (3 3 9 0 S Q F T ) U1 0 S t a 5 0 1 + 1 0 R te m p o r a r y e x c a v a t i o n f o r w a t e r l i n e in s t a l l a t i o n - c l e a r 5 ' e a c h s i d e o f li n e <0 . 0 1 (2 4 0 S Q F T ) <0 . 0 1 (2 4 0 S Q F T ) 0. 2 2 * (9 4 9 5 S Q F T ) AT N R e v i s e d 3 / 3 1 / 0 5 REVISED 10/2/2013 NC D E P A R T M E N T O F T R A N S P O R T A T I O N UT I L I T Y S H E E T 1 0 O F 1 0 TO T A L S : * t o t a l c a l c u l a t e d s u m m i n g s q u a r e f o o t a g e a t e a c h s i t e a n d t h e n r o u n d i n g t o t h e n e a r e s t o n e - h u n d r e d t h a c r e ALLEGHANY COUNTY WBS - 37044.1.1 (R-3101)DIVISION OF HIGHWAYS U T I L I T Y W E T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S N V I C I N I T Y M A P S e e S h e e t 1 - A F o r I n d e x o f S h e e t s B E G I N P R O J E C T E N D P R O J E C T U S 2 1 F R O M S R 1 1 0 0 ( O K L A H O M A R D . ) T O 2 5 5 0 1 0 0 5 0 2 5 5 0 1 0 0 5 0 5 1 0 2 0 1 0 D H V D T V ====== 8 3 0 0 1 7 0 0 0 1 1 6 0 1 0 %%M P H A D T A D T 2 0 0 4 2 0 3 0 % * * T T S T 5 % D U A L 5 % 0 0 0 P R O F I L E ( H O R I Z O N T A L ) DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTAL SHEETS N.C.SHEET1 D E S I G N D A T A P r e p a r e d i n t h e O f f i c e o f : SIGNATURE:P.E. D I V I S I O N O F H I G H W A Y S G R A P H I C S C A L E S P L A N S P R O F I L E ( V E R T I C A L ) HYDRAULICS ENGINEER L O C A T I O N : T Y P E O F W O R K : 09/08/99 R-3101 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 0 00 19-JUL-2013 12:42 R:\R3101\Design\r3101_ddc_tsh_081016.dgn $$$$USERNAME$$$$ TIP PROJECT:R-3101 8 0 1 S t a t e s v i l l e R o a d , N o r t h W i l k e s b o r o , N C 2 8 6 5 9 M. A. PETTYJOHN, P.E.DIVISION ENGINEER SIGNATUREP.E.DATE CONTRACT:C203386 S R 1 1 2 1 ( P I N E S W A M P R D . ) STP - 21(11) A L L E G H A N Y C O U N T Y ( N O S C A L E ) B E G I N S T A T E P R O J E C T R - 3 1 0 1 END STATE PROJECT R-3101 -L-STA. 521+30.81 - L - S T A . 1 0 + 0 0 . 0 0 -Y1- -Y2- -Y2--Y3- -Y5- -Y9--Y10--Y11--Y14- -Y4- -Y6- -Y 5 - -Y7- -Y 8- -Y12REV--Y13- APPROXIMATE APPROXIMATE APPROXIMATE 9’ GR CONC CONC CONC SR 1478 ROARING GAP ROAD BST BST BST SR 1100 OKLAHOMA ROAD BST SR 1478 OLD GAR ROAD BST BST W.E. 2759.3 APPROXIMATE W.E. 2776.1 APPROXIMATE BS T BST 10’ BST CONC GR BST GR BST BST GR BST CON C BST BST BSTBST GR BST CONC OLD BEAU BLVD BST COUNTRY CLUB RD BST BS T GR BS T CON C BST BST US 2 1 BST BST BST GOLF C A R T P A T H B S T BST GR W.E.= 2806.0 W.E.= 2798.5 BST SR 1178 GREEN HOUSE ROAD BST CON C W.E. 2761.6 APPROXIMATE W.E. 2 7 4 7 . 6 PON D SOI L BST GR SR 1105 CAMP BUTLER ROAD BST SR 1463 MOUNTAIN VIEW ROAD BST SOI L GR GR GR US 21 BST APPROX BST POND SOIL BST US 21 BST BSTGRSR 1106 CHERRY LANE ROAD BST BSTBST SR 1471 BRUSH CREEK ROAD BSTBSTBSTGRBSTBSTSR 1107 FOXFIRE ROAD BSTBST BST GR BST BSTGRBSTGRBSTGRCONCGRBSTBSTBST PARADISE LANE GRBSTSR 1106 CHERRY LANE BSTGR GR BSTGR BSTBSTGRUS 21GR WE 2776.3PONDGRBST PABST BSTGRGR APPROXUS 321WE 2807.0 GRGR8’ SOIL DRIVEBST PAGR 36+95.00 23.00 Beg. Retaining Wall W.E.= 2871.9 W.E.= 2871.9 BST BST DOE RUN 12’ BST PINE NEEDLE ST 12’ BST US 21 BST BST US 21 BST CONC W.E.= 2806.0 SR 1174 BST 12’ GR 10’ BST RED BIRD LANE BST GR W.E. 2 7 5 0 . 9 W.E . 2 7 5 7 . 4 BST COUNTRY DOWNS AVENUE BST GR PON D BST HOLLY KNOLL ROAD BST BST SR 1512 HOLLY KNOLL ROAD GR GR GR BS T LITTLE BRIDGE LANE BST BST GR SOIL GR BST GR BST GR BST BST BSTBST BST BSTGRBSTAPPROXBSTBST SOILGRGR SR 1464 SHAWTOWN ROAD BSTGRGRGRBST BSTGRAPPROXAPPROXUS 321BSTBLUE RIDGE PARKWAY BSTWELLINGTON ROAD BSTGRSAVANNAH LANE GR -Y19REV- -Y20- -Y22- -Y23--Y25--Y24--Y27--Y26- -Y15- -Y16- -Y17- -Y18- -Y21- APPR O X US 2 1 SR 1467 STOKER ROAD BST SOIL GR BST GR BST BST US 21 BST GR WE 2 6 1 8 . 2 APPRO X APPR O X US 21 22’ BST CONCBST 8’ GR GR GR GR P A SR 1429 ANDREWS RIDGE ROAD 18’ BST SR 1422 12’ BST SHERIFF ROAD SR 1422 SHERIFF ROAD 12’ BST GLA D E C R E E K SR 1422 FOX RIDGE ROAD 18’ BST 8’ GR 8’ GR GR GR GR GR GR GR SR 1432 SHERIFF ROAD 11’ BST 15’ BST GR SR 1430 SHERIFF ROAD 12’ BST OLD US 21 14’ BST GR BST GRGRCONCBSTBSTBST BST BSTJOINES COURT LANE BSTGR PARKING GR PARKING GR BST 12’ BST US 21 34’ BST US 21 22’ BSTGRGR10’ GR GR GRBST GRCONCBST SR 1426 CHESTNUT GROVE CHURCH ROAD 25’ BSTSR 1120 MACEDONIA CHURCH ROAD 19’ BST BSTDIRT PILEBSTGR 8’ SOILBSTCONCGRBST PA BST PAGR PA BST SR 1119 NARRON ROAD 12’ BSTUS 21 22’ BSTSR 1119 OLD US 21 11’ BST CONC8’ BST 8’ BSTBST BST7’ GR8’ GR JOINES PARK ROAD 19’ BST SR 1121 PINE SWAMP ROAD 24’ BST GR APPROX GR GR SR 1111 PULL TAIL ROAD BSTGR BST GR BST GR GR SOIL BST POND GR BST BST PAGR PAGR GR GR GR GR US 21 B S T ARBOR LANE SOIL US 21 BST US 21 B S T BST PA SR 1444 GLADE VALLEY ROAD BST GRGRUS 21 22’ BST 8’ S O I L 9’ BST 10’ GR OLD US 21 12’ BST SOIL 8’ GR GR GR GLADE CREEK GLAD E C R E E K GLADE CREEK GR 14’ GR GR 11’ GR GR PA GR P A GR P A 14’ GR BST BST 10’ BST 14’ GR US 21 BST BS T BST BST CONC10’ SOIL BST US 21 30’ BST SOIL 19’ BSTBST8’ SOILBSTBSTBST9’ SOIL 10’ GRBSTBSTBSTGRGRGRGRSOILBST 8’ GR 3 2 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 17 1819 20 2122232425 2 6 2 7 2 8 2 9 3 0 3 1 3 3 3 4 3 5 3 6 3 7 383940414243444546 G R A D I N G , D R A I N A G E , P A V I N G , 37044.2.1STP-0021(11)R/WPE37044.1.1 JOSEPH L. LAWS, PEDIVISION PROJECT MANAGER B R I D G E # 2 B R I D G E # 1 R E G I O N A L T I E R D E S I G N S E P T E M B E R 1 7 , 2 0 1 3 S E P T E M B E R 1 6 , 2 0 1 1 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S B E G I N S T A . 7 1 + 1 6 . 3 3 - L - E N D S T A . 7 1 + 9 1 . 3 3 - L - B E G I N S T A . 3 9 3 + 0 7 . 3 8 - L - S T R U C T U R E L E N G T H T I P P R O J E C T R - 3 1 0 1 = 0 . 0 3 3 M I A N D S T R U C T U R E S E N D S T A . 3 9 4 + 0 7 . 3 8 - L - T O T A L L E N G T H T I P P R O J E C T R - 3 1 0 1 = 1 0 . 1 6 9 M I 6 0 CONST 37044.3.1STP-0021 (14) -D2- DOWNS AVENUE -D1- COUNTRY SIGNATURE:P.E.37044.2.UISTP-0021(11)UTIL R O A D W A Y L E N G T H T I P P R O J E C T R - 3 1 0 1 = 1 0 . 1 3 6 M I AARON C. CARVER, PE T O E LK IN TO SPARTA GREEN HOUSE ROAD -Y4- SR 1178 GREEN HOUSE ROAD -Y5- SR 1178 OLD GAR ROAD -Y2- SR 1478 OKLAHO MA ROAD -Y1- SR 1100 ROARING GAP ROAD -Y3- SR 1478 HOLLY KNOLL ROAD -Y 6 - SR 15 12 C A M P B U T L E R R O A D - Y 8 - S R 1 1 0 5 FOXFIRE ROAD -Y11-SR 1107 CHERRY LANE -Y14-SR 1106 GLADE VALLEY ROAD -Y17-SR 1444 DWITT ROAD -Y18-SR 1113 SHERIFF ROAD -Y21-SR 1422 MACEDONIA CH RD -Y20-SR 1118 -Y22-OLD US 21 OLD US 21 -Y25-SR 1119 ANDREWS RIDGE ROAD -Y23-SR 1429 P U LL TAI L R O A D - Y 1 5- S R 1 1 1 1 STOKER ROAD -Y16-SR 1467 C OU N T R Y C LU B R D LANE RED BIRD MOUNTA IN V IEW ROAD -Y7 - SR 1463 CHERRY LANE ROAD -Y9-SR 1106 FOXFIRE ROAD -Y12REV-SR 1107 SHERIFF ROAD -Y19REV-SR 1432 JOINES PARK ROADPARKWAYBLUE RIDGE BRUSH CREEK ROAD-Y10-SR 1471 SHAWTOWN ROAD-Y13-SR 1464ROADWELLINGTON PINE SWAMP ROADSR 1121 MACEDONIA CH RD-Y27-SR 1120 CHESTNUT GROVE CH RD-Y26-SR 1426NARRON ROAD-Y24-SR 1119 E x i s t i n g E d g e o f P a v e m e n t E x i s t i n g C u r b P r o p o s e d S l o p e S t a k e s C u t P r o p o s e d S l o p e S t a k e s F i l l E x i s t i n g M e t a l G u a r d r a i l E x i s t i n g C a b l e G u i d e r a i l P r o p o s e d G u a r d r a i l E q u a l i t y S y m b o l P a v e m e n t R e m o v a l B a s e l i n e C o n t r o l P o i n t R I G H T O F W A Y : E x i s t i n g R i g h t o f W a y M a r k e r E x i s t i n g R i g h t o f W a y L i n e h E x i s t i n g C o n t r o l o f A c c e s s P r o p o s e d C o n t r o l o f A c c e s s P r o p o s e d R i g h t o f W a y L i n e C F E x i s t i n g E a s e m e n t L i n e P r o p o s e d T e m p o r a r y C o n s t r u c t i o n E a s e m e n t P r o p o s e d T e m p o r a r y D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t D r a i n a g e E a s e m e n t P r o p o s e d P e r m a n e n t U t i l i t y E a s e m e n t H Y D R O L O G Y : S t r e a m o r B o d y o f W a t e r H y d r o , P o o l o r R e s e r v o i r F l o w A r r o w D i s a p p e a r i n g S t r e a m S p r i n g ; z v W K P r o p o s e d L a t e r a l , T a i l , H e a d D i t c h F a l s e S u m p P r o p o s e d C a b l e G u i d e r a i l M A J O R : B r i d g e , T u n n e l o r B o x C u l v e r t B r i d g e W i n g W a l l , H e a d W a l l a n d E n d W a l l M I N O R : H e a d a n d E n d W a l l P i p e C u l v e r t F o o t b r i d g e P a v e d D i t c h G u t t e r U T I L I T I E S : R O A D S A N D R E L A T E D F E A T U R E S : E x i s t i n g P o w e r P o l e P r o p o s e d P o w e r P o l e P U / G P o w e r C a b l e H a n d H o l e P o w e r M a n h o l e P o w e r L i n e T o w e r P o w e r T r a n s f o r m e r E x i s t i n g J o i n t U s e P o l e P r o p o s e d J o i n t U s e P o l e E x i s t i n g T e l e p h o n e P o l e P r o p o s e d T e l e p h o n e P o l e T e l e p h o n e M a n h o l e T e l e p h o n e B o o t h T e l e p h o n e P e d e s t a l U / G T e l e p h o n e C a b l e H a n d H o l e R }Tp Q l e ]/b H - F r a m e P o l e OO P O W E R : T E L E P H O N E : T e l e p h o n e C e l l T o w e r R e c o r d e d U / G P o w e r L i n e R e c o r d e d U / G T e l e p h o n e C a b l e D e s i g n a t e d U / G T e l e p h o n e C a b l e ( S . U . E . * ) R e c o r d e d U / G T e l e p h o n e C o n d u i t D e s i g n a t e d U / G T e l e p h o n e C o n d u i t ( S . U . E . * ) R e c o r d e d U / G F i b e r O p t i c s C a b l e WATER:Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line4IHa TV:TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*)r|I]GAS:Gas Valve Gas Meter Recorded U/G Gas Linenc SANITARY SEWER:Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*)d oA/G Water Above Ground Gas LineA/G GasAbove Ground Water Line Above Ground Sanitary SewerA/G Sanitary Sewer MISCELLANEOUS:Utility PoleO F S 3Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ?CONC CONC WW vv D r a i n a g e B o x : C a t c h B a s i n , D I o r J B S t o r m S e w e r S t o r m S e w e r M a n h o l e m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil B O U N D A R I E S A N D P R O P E R T Y : S t a t e L i n e C o u n t y L i n e T o w n s h i p L i n e C i t y L i n e R e s e r v a t i o n L i n e P r o p e r t y L i n e E x i s t i n g I r o n P i n P r o p e r t y C o r n e r P r o p e r t y M o n u m e n t E x i s t i n g F e n c e L i n e P r o p o s e d W o v e n W i r e F e n c e P r o p o s e d C h a i n L i n k F e n c e P r o p o s e d B a r b e d W i r e F e n c e g F 1 2 3 E x i s t i n g W e t l a n d B o u n d a r y P r o p o s e d W e t l a n d B o u n d a r y E x i s t i n g E n d a n g e r e d A n i m a l B o u n d a r y E x i s t i n g E n d a n g e r e d P l a n t B o u n d a r y B U I L D I N G S A N D O T H E R C U L T U R E : A r e a O u t l i n e G a s P u m p V e n t o r U / G T a n k C a p C h u r c h S c h o o l D a m S i g n S m a l l M i n e W e l l V MWWS x F o u n d a t i o n S B u i l d i n g y y V E G E T A T I O N : S i n g l e T r e e X Y Vineyard S i n g l e S h r u b H e d g e W o o d s L i n e O r c h a r d V i n e y a r d R A I L R O A D S : S t a n d a r d G a u g e R R S i g n a l M i l e p o s t S w i t c h R R A b a n d o n e d R R D i s m a n t l e d S FL O W D e s i g n a t e d U / G P o w e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G F i b e r O p t i c s C a b l e ( S . U . E . * ) Designated U/G Water Line (S.U.E.*)Designated U/G TV Cable (S.U.E.*)Designated U/G Gas Line (S.U.E.*)U/G Test Hole (S.U.E.*) * S . U . E . = S u b s u r f a c e U t i l i t y E n g i n e e r i n g W L B E I P B E C M CONC HW CB C S X T R A N S P O R T A T I O N M I L E P O S T 3 5 S W I T C H C e m e t e r y E X I S T I N G S T R U C T U R E S : P a r c e l / S e q u e n c e N u m b e r E AATUR End of InformationE.O.I. N o t e : N o t t o S c a l e SHEET NO.PROJECT REFERENCE NO.1-B R-3101 Abandoned According to Utility Records W L B E A B E P B R W R W R W C A E T D E P D E P U E S P P T T TC TC T FO T FOWWTVTVTV FO TV FO G G SS FSS FSS ?UTL J u r i s d i c t i o n a l S t r e a m J S 12/05/11 B u f f e r Z o n e 1 B u f f e r Z o n e 2 B Z 1 B Z 2 W e t l a n d P r o p o s e d P e r m a n e n t E a s e m e n t w i t h I r o n P i n a n d C a p M a r k e r P r o p o s e d T e m p o r a r y U t i l i t y E a s e m e n t T U E I r o n P i n a n d C a p M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h D U E P r o p o s e d P e r m a n e n t D r a i n a g e / U t i l i t y E a s e m e n t A U E P r o p o s e d A e r i a l U t i l i t y E a s e m e n t C R P r o p o s e d C u r b R a m p S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S C O N V E N T I O N A L P L A N S H E E T S Y M B O L S Underground Storage Tank, Approx. Loc.Geoenvironmental BoringUST K n o w n S o i l C o n t a m i n a t i o n : A r e a o r S i t e P o t e n t i a l S o i l C o n t a m i n a t i o n : A r e a o r S i t e C o n c r e t e o r G r a n i t e R / W M a r k e r P r o p o s e d R i g h t o f W a y L i n e w i t h C A C o n c r e t e C / A M a r k e r P r o p o s e d C o n t r o l o f A c c e s s L i n e w i t h GRADE TO T H I S L I N E D D D DDD E 1 D 1 U C 1 C1D1 D D D D DDDD0.082:1E1T DDD DSHOULDERDD DD D D 0 .0 8 2:1 4 :1 D D D D D D S H O U L D E R D D T 8 ’ 6’8’11’ / W GRP.S.2’ P . S . / / / / / / / / / / / / M I N . D 1 C 1 D 1 U D e t a i l S h o w i n g M e t h o d o f W e d g i n g C S U R V E Y L M I N . M I N . M I N . 3 " 3 " 6 ’ 8 ’ 12’ 1 2 ’ TYPICAL SEC T I O N N O . 1 -L- STA. 138+25.00 T O S T A . 1 4 8 + 0 0 . 0 0 -L- STA. 137+75.00 TO STA. 138 + 2 5 . 0 0 -L- STA. 272+00.0 0 T O S T A . 3 6 9 + 5 0 . 0 0 -L- STA. 425+50.0 0 T O S T A . 4 8 6 + 0 0 . 0 0 -L- STA. 486+00.00 TO STA. 494 + 0 0 . 0 0 -L- STA. 494+00.0 0 T O S T A . 5 1 0 + 0 0 . 0 0 TYPICAL SECTION NO . 2 2 ’ -L- STA. 103+00.00 T O S T A . 1 3 7 + 7 5 . 0 0 -L- STA. 377+50.0 0 T O S T A . 3 8 2 + 5 0 . 0 0 -L- STA. 242+00.00 TO STA. 246 + 5 0 . 0 0 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 R - 3 1 0 1 P A V E M E N T D E S I G N 6/2/9919-JUL-2013 12:50R:\R3101\Design\r3101_ddc_typ_081015.dgn$$$$USERNAM E$$$$ D 2 U EXIST. EXIS T. E X P R E S S W A Y G U T T E R D E T A I L 0 . 0 2 T D D D D 6 " 2:12:1 D 6 ’ D 1 E 1 DD D R 1 C 1 D D V a r . 4 ’ D P . S . 2 ’ D D " 21 1 2 0’ - 2’ 0 ’ - 2 ’ * -L- STA. 15+00.00 T O S T A . 5 7 + 4 5 . 0 0 * -L- STA. 17+50.00 TO -L- STA. 18+95.00 LT * - L - S T A . 2 4 + 9 3 . 0 0 T O - L - S T A . 2 6 + 4 5 . 0 0 L T * - L - S T A . 2 8 + 0 0 . 0 0 T O - L - S T A . 3 1 + 1 0 . 0 0 R T * - L - S T A . 3 1 + 7 0 . 0 0 T O - L - S T A . 3 6 + 0 5 . 0 0 R T * - L - S T A . 3 6 + 7 5 . 0 0 T O - L - S T A . 3 8 + 3 5 . 0 0 R T * - L - S T A . 4 3 + 6 5 . 0 0 T O - L - S T A . 4 7 + 0 5 . 0 0 L T * - L - S T A . 5 0 + 5 0 . 0 0 T O - L - S T A . 5 6 + 2 5 . 0 0 L T 0.02T 2:1 6’D1E1 R2C1 Var.DDDD6"2:1 2’DDDDDDDD2’P.S.VALLEY GUTTER DETAIL "2112GRADE TO THIS LINE POINT CROWN D D D DDD E 1 D 1 U C 1 C1D1 D D D D DDDD0.082:1E1T DDD DSHOULDERDD DD DD 0 .0 8 2:1 4 :1 D D D D D D S H O U L D E R D D T 8 ’ 6’8’11’ / W GRP.S. P . S . 6 ’ 8 ’ U EXIST.EXIST. 0’ - 8’ 0 ’ - 8 ’ VAR 12’ - 18’VAR 1 2 ’ - 1 8 ’ 0-2’ 0 - 2 ’ -L- STA. 13+00.00 TO STA. 15+0 0 . 0 0 -L- STA. 57+45.00 TO STA. 69+0 0 . 0 0 -L- STA. 75+00.00 T O S T A . 9 6 + 0 0 . 0 0 VAR 10’ - 12’ VAR 1 0 ’ - 1 2 ’ VAR V A R VAR 10’ - 12’ V A R 1 0 ’ - 1 2 ’ -L- STA. 269+00.00 TO STA. 272 + 0 0 . 0 0 -L- STA. 407+00.0 0 T O S T A . 4 1 5 + 0 0 . 0 0 GRADE TO THIS LINE POINT GRADE D D D DDD E 1 D 1 U C 1 C1D1 D D D D DDDD0.082:1E1T DDD DSHOULDERDD DD 0 .0 8 2:1 4 :1 D D D D D D S H O U L D E R D D T 8 ’ 6’8’11’ / W GRP.S.2’ P . S . 6 ’ 8 ’ 12’1 2 ’ 2 ’ U 0’ - 2’ 0 ’ - 2 ’ VAR V A R VAR 10’ - 12’ VAR 10’ - 1 2 ’ TYPICAL SECTION NO . 3 -L- STA. 69+00.00 TO STA. 71+3 5 . 6 3 -L- STA. 71+85.63 TO STA. 75+0 0 . 0 0 WW E 4 * * - L - S T A . 1 8 3 + 2 5 . 0 0 T O - L - S T A . 1 8 8 + 0 0 . 0 0 L T ** -L- STA. 170+50.00 T O S T A . 2 2 1 + 5 0 . 0 0 3 " C 3 "2112 " 21 1 2 "2112 " 21 1 2 3""2112 " 21 1 2 " 21 2 " 21 2 POINT CROWN.02.02 W e d g i n g D e t a i l F o r R e s u r f a c i n g 3 " D 2 E 4 C 3 " 21 2 C 1 P A V E M E N T S C H E D U L E V A R I A B L E D E P T H A S P H A L T P A V E M E N T ( S E E W E D G I N G D E T A I L ) C 1 P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , A T A N A V E R A G E R A T E O F 1 1 2 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T T O E X C E E D 1 " I N D E P T H . E 1 G R E A T E R T H A N 4 " I N D E P T H . D E P T H , T O B E P L A C E D I N L A Y E R S N O T L E S S T H A N 2 " I N D E P T H O R T Y P E I 1 9 . 0 C , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O T H A N 5 " I N D E P T H . B E P L A C E D I N L A Y E R S N O T L E S S T H A N 3 " I N D E P T H O R G R E A T E R E 2 A T A N A V E R A G E R A T E O F 6 2 7 L B S . P E R S Q . Y D . N O T E : P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . C 3 E 4 P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . P R O P . A P P R O X . 5 . 5 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , D 1 T Y P E I 1 9 . 0 C , A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . D 2 P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , R 2 J 2 ’ V A L L E Y G U T T E R P R O P . A P P R O X . 3 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , R 1 4 ’ E X P R E S S W A Y G U T T E R P P R I M E C O A T A T T H E R A T E O F 0 . 3 5 G A L . P E R S Q . Y D . P R O P . A P P R O X . 6 " A G G R E G A T E B A S E C O U R S E 3 " M I L L I N G B I T U M I N O U S P A V E M E N T VW E X I S T I N G P A V E M E N T U E A R T H M A T E R I A L T C 2 P R O P . A P P R O X . 1 . 5 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , E 3 A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . A T A N A V E R A G E R A T E O F 3 9 9 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . A P P R O X . 7 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , -L- STA. 221+50.00 TO STA. 230+ 0 0 . 0 0 -L- STA. 369+50.00 TO STA. 377+ 5 0 . 0 0 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 - A R - 3 1 0 1 P A V E M E N T D E S I G N 6/2/9919-JUL-2013 12:50R:\R3101\Design\r3101_ddc_typ_081015.dgn$$$$USERNAM E$$$$GRADE TO THIS LINE DD D DD0.082:1 DDD0.020. 0 2 DD 0 .0 8 2:1 4 :1 D D 4 ’ 4’ D D T T 10’ 1 0 ’ 6 ’ -Y4- STA. 10+25.00 TO STA. 11 + 5 0 . 0 0 -Y5- STA. 13+25.00 TO STA. 14 + 8 0 . 0 0 -Y6- STA. 10+15.00 TO STA. 11+ 2 5 . 0 0 -Y11- STA. 10+50.00 TO STA. 12 + 1 5 . 0 0 -Y17- STA. 10+50.00 TO STA. 1 2 + 0 0 . 0 0 -Y19REV- STA. 10+15.00 TO STA . 1 2 + 0 0 . 0 0 -Y12REV- STA. 12+50.00 TO STA . 1 5 + 0 0 . 0 0 7"3"TYPICAL SECTION N O . 5 -L- STA. 96+00.00 TO STA. 97+50 . 0 0 GRADE TO THIS LINE POINT CROWN D D D DDD E 1 D 1 U C 1 C1D1 D D D D DDDD0.082:1E1T DDD DDD DD DD 0 .0 8 2:1 4 :1 D D D D D D S H O U L D E R D D T 8 ’ P.S. P . S . U EXIST.EXIS T. VAR V A R VAR 10’ - 12’ VAR 1 0 ’ - 1 2 ’ SHOULDER4-8’7-11’ / W GR4-6’0-2’2’ - 4’VAR 12’ - 14’VAR 1 2 ’ - 1 4 ’ 2 ’ - 4 ’ 0 - 2 ’ 4 - 8 ’ 4 - 6 ’ GRADE TO THIS LINE POINT CROWN D D D DDD E 1 D 1 U C 1 C1D1 D D D D DDDD0.082:1E1T DDD DSHOULDERDD DD DD 0 .0 8 2:1 4 :1 D D D D D D S H O U L D E R D D T 8 ’ 6’8’11’ / W GRP.S. P . S . 6 ’ 8 ’ U EXIST.E XIS T. 0’ - 8’VAR 12’ - 18’VA R 1 2 ’ - 3 0 ’ 0-2’ 0 - 2 ’ VAR 10’ - 12’ VA R 1 0 ’ - 1 2 ’ 0 ’ - 2 0 ’ TYPICAL SECTION N O . 4 TYPICAL SECTION N O . 6 C1 C 1 E2 E 2 "2112 " 21 1 2 "2112 " 21 1 2 POINT GRADE 3"3" P A V E M E N T S C H E D U L E V A R I A B L E D E P T H A S P H A L T P A V E M E N T ( S E E W E D G I N G D E T A I L ) C 1 P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , A T A N A V E R A G E R A T E O F 1 1 2 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T T O E X C E E D 1 " I N D E P T H . E 1 G R E A T E R T H A N 4 " I N D E P T H . D E P T H , T O B E P L A C E D I N L A Y E R S N O T L E S S T H A N 2 " I N D E P T H O R T Y P E I 1 9 . 0 C , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O T H A N 5 " I N D E P T H . B E P L A C E D I N L A Y E R S N O T L E S S T H A N 3 " I N D E P T H O R G R E A T E R E 2 A T A N A V E R A G E R A T E O F 6 2 7 L B S . P E R S Q . Y D . N O T E : P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . C 3 E 4 P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . P R O P . A P P R O X . 5 . 5 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , D 1 T Y P E I 1 9 . 0 C , A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . D 2 P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , R 2 J 2 ’ V A L L E Y G U T T E R P R O P . A P P R O X . 3 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , R 1 4 ’ E X P R E S S W A Y G U T T E R P P R I M E C O A T A T T H E R A T E O F 0 . 3 5 G A L . P E R S Q . Y D . P R O P . A P P R O X . 6 " A G G R E G A T E B A S E C O U R S E 3 " M I L L I N G B I T U M I N O U S P A V E M E N T VW E X I S T I N G P A V E M E N T U E A R T H M A T E R I A L T C 2 P R O P . A P P R O X . 1 . 5 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , E 3 A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . A T A N A V E R A G E R A T E O F 3 9 9 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . A P P R O X . 7 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 - B R - 3 1 0 1 P A V E M E N T D E S I G N 6/2/9919-JUL-2013 12:50R:\R3101\Design\r3101_ddc_typ_081015.dgn$$$$USERNAM E$$$$TYPICAL SECTION N O . 8 -L- STA. 148+00.00 TO STA. 164+ 0 0 . 0 0 -Y13- STA. 10+30.00 TO STA. 11+ 5 0 . 0 0 -L- STA. 230+00.00 TO STA. 242+ 0 0 . 0 0 TYPICAL SECTION N O . 9 -L- STA. 415+00.00 TO STA. 425+ 5 0 . 0 0 GRADE TO T H I S L I N E POINT CROWN DDD U C1D1 D DDDD0.082:1E1T DDD DSHOULDERDD D D 6’8’11’ / W GRP.S.2’U EXIST. EXIS T. VARVAR 10’ - 12’ C 1 VAR 12’ - 15’0’ - 5’ VA R. D D V A R 9 ’ - 1 1 ’ E X I S T I N G 2:14:1 DD8’GRADE TO THIS LINE POINT CROWN DDDUC1D1D D D D D 0 .0 8 2:1 E 1 T D D D D S H O U L D E R DD DD 6 ’ 8 ’ 1 1 ’ / W G R P . S . 2 ’ U EXIST.EXIST.VA R VAR 10’ - 12’ C1 VAR 12’ - 15’0’ - 5 ’ VAR.DDVAR 9’ - 11’EXISTING 2:1 4 :1 D D 8 ’ -L- STA. 97+50.00 TO STA. 103+0 0 . 0 0 -L- STA. 382+50.00 TO STA. 392+ 0 0 . 0 0 / / / / / / / / / / / / M I N . D 1 C 1 D 1 U D e t a i l S h o w i n g M e t h o d o f W e d g i n g C S U R V E Y L M I N . M I N . M I N . 3 " 3 " W e d g i n g D e t a i l F o r R e s u r f a c i n g C 1 3 " D 2 D 2 W * 0.02* 0.02* * -L- STA. 392+00.00 TO STA. 393+0 7 . 3 8 U S E P R O P O S E D P R O F I L E * -L- STA. 394+07.38 TO STA. 398+0 0 . 0 0 U S E P R O P O S E D P R O F I L E -L- STA. 398+00.00 TO STA. 407+ 0 0 . 0 0 E 4 E 4 " 21 2 " 21 2 " 21 2 GRADE TO THIS LINE DD D DD0.082:1 DDD0.02 0 . 0 2 DD 0 .0 8 2:1 4 :1 D D 4 ’ 4’ D D T T 10’ 1 0 ’ 6 ’ 7"3"C1 C 1 E1 E 1 POINT GRADE-Y26- STA. 10+15.00 TO STA. 11+ 0 0 . 0 0 3""2112"2112 3 " C 3 C 3 TYPICAL SECTION N O . 7 P A V E M E N T S C H E D U L E V A R I A B L E D E P T H A S P H A L T P A V E M E N T ( S E E W E D G I N G D E T A I L ) C 1 P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , A T A N A V E R A G E R A T E O F 1 1 2 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T T O E X C E E D 1 " I N D E P T H . E 1 G R E A T E R T H A N 4 " I N D E P T H . D E P T H , T O B E P L A C E D I N L A Y E R S N O T L E S S T H A N 2 " I N D E P T H O R T Y P E I 1 9 . 0 C , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O T H A N 5 " I N D E P T H . B E P L A C E D I N L A Y E R S N O T L E S S T H A N 3 " I N D E P T H O R G R E A T E R E 2 A T A N A V E R A G E R A T E O F 6 2 7 L B S . P E R S Q . Y D . N O T E : P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . C 3 E 4 P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . P R O P . A P P R O X . 5 . 5 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , D 1 T Y P E I 1 9 . 0 C , A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . D 2 P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , R 2 J 2 ’ V A L L E Y G U T T E R P R O P . A P P R O X . 3 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , R 1 4 ’ E X P R E S S W A Y G U T T E R P P R I M E C O A T A T T H E R A T E O F 0 . 3 5 G A L . P E R S Q . Y D . P R O P . A P P R O X . 6 " A G G R E G A T E B A S E C O U R S E 3 " M I L L I N G B I T U M I N O U S P A V E M E N T VW E X I S T I N G P A V E M E N T U E A R T H M A T E R I A L T C 2 P R O P . A P P R O X . 1 . 5 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , E 3 A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . A T A N A V E R A G E R A T E O F 3 9 9 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . A P P R O X . 7 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , POINT CROWNUVAR.VAR.EXISTING VA R. T VAR.T EXISTING VAR 10’ - 11’VAR 10’ - 11’-Y1- STA. 12+50.00 TO STA. 13+10.00-Y2- STA. 10+15.00 TO STA. 11+00.00-Y2- STA. 15+00.00 TO STA. 16+00.00-Y3- STA. 10+15.00 TO STA. 11+25.00-Y4- STA. 10+00.00 TO STA. 10+25.00-Y7- STA. 10+15.00 TO STA. 11+00.00-Y8- STA. 14+30.00 TO STA. 15+10.00-Y9- STA. 12+00.00 TO STA. 12+50.00-Y10- STA. 10+15.00 TO STA. 10+40.00-Y11- STA. 10+00.00 TO STA. 10+50.00-Y13- STA. 11+50.00 TO STA. 11+75.00 -Y14- STA. 11+80. 0 0 T O S T A . 1 2 + 4 0 . 0 0 -Y15- STA. 14+25 . 0 0 T O S T A . 1 4 + 8 5 . 0 0 -Y16REV- STA. 10 + 1 5 . 0 0 T O S T A . 1 1 + 0 0 . 0 0 -Y18- STA. 12+00 . 0 0 T O S T A . 1 2 + 9 0 . 0 0 -Y20- STA. 11+50 . 0 0 T O S T A . 1 2 + 0 0 . 0 0 -Y21- STA. 10+20 . 0 0 T O S T A . 1 0 + 8 5 . 0 0 -Y22- STA. 12+50 . 0 0 T O S T A . 1 2 + 9 0 . 0 0 -Y23- STA. 10+15 . 0 0 T O S T A . 1 0 + 7 5 . 0 0 -Y25- STA. 11+00. 0 0 T O S T A . 1 1 + 3 5 . 0 0 -Y26- STA. 10+15. 0 0 T O S T A . 1 1 + 0 0 . 0 0 -Y27- STA. 11+50. 0 0 T O S T A . 1 1 + 8 5 . 0 0 -Y24- STA. 10+15 . 0 0 T O S T A . 1 0 + 7 5 . 0 0 -Y12REV- STA. 11+00.00 TO STA. 12+50.00 -L- STA. 12+00.00 TO 13+00.00 (RESURFACE) D D C O R E D S L A B B R I D G E D 1 5 ’ D D 1 5 ’ D 3 0 ’ F A C E T O F A C E - L - S T A . 7 1 + 3 5 . 6 3 T O - L - S T A . 7 1 + 8 5 . 6 3 - L - S T A . 3 9 3 + 0 7 . 3 8 T O - L - S T A . 3 9 4 + 0 7 . 3 8 C 1 T Y P I C A L S E C T I O N N O . 1 3 / / / / / / / / / / / / M I N . D 1 C 1 D 1 U D e t a i l S h o w i n g M e t h o d o f W e d g i n g C S U R V E Y L M I N . M I N . M I N . 3 " 3 " W e d g i n g D e t a i l F o r R e s u r f a c i n g C 1 3 " D 2 D 2 C1 E 4 E 4 " 21 2 " 21 2 " 21 2 C1*DD3" C 3 C 3 TYPICAL SECTION NO. 10POINTCROWNU VA R. T VAR.TUTYPICAL SECTION NO. 11 S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 - C R - 3 1 0 1 P A V E M E N T D E S I G N 6/2/9919-JUL-2013 12:50R:\R3101\Design\r3101_ddc_typ_081015.dgn$$$$USERNAM E$$$$-L- STA. 69+56.00 TO 73+26.00 LT-L- STA. 69+56.00 TO 73+26.00 RT-L- STA. 183+20.00 TO 185+49.00 LT-L- STA. 371+58.00 TO 373+58.00 LT-L- STA. 391+37.00 TO 395+77.00 RT-L- STA. .391+37.00 TO 392+87.36 LT-L- STA. 394+27.37 TO 395+77.00 LT -L- STA. 403+62.00 TO S T A . 4 0 6 + 9 3 . 0 0 L T -L- STA. 406+20.00 TO 4 0 6 + 4 5 . 0 0 R T -L- STA. 440+70.00 TO 4 4 3 + 5 4 . 0 0 R T -L- STA. 440+65.00 TO 4 4 3 + 5 4 . 0 0 L T -L- STA. 466+63.00 TO 4 6 9 + 1 3 . 0 0 R T -L- STA. 404+16.00 TO 4 0 5 + 8 5 . 0 0 R T -L- STA. 466+63.00 TO 4 6 9 + 1 3 . 0 0 L T DD VDDVARVARVAREXISTINGEXISTINGVARVAR2’-4.5’2’-2.8’1.9’-5’10’ - 14’14’ - 18’2.3’-5’1.5’-2 . 9 ’ 2 ’ VAR 19’ - 23’VAR 20’ - 27’GUARDRAIL TEMP. G U A R D R A I L T E M P . 0.08TGRADE TO THIS LINE POINT GRADE C10.08T0.02 DDC1DDDD0.02JJ-D2- STA. 10+15.00 TO STA. 11+70.25 9"TYPICAL SECTION NO. 12 2’ - 4 ’ VAR 2’ - 4’VAR VAR 4’ - 41’P-D1- STA. 10+14.00 TO STA. 11+00.00 -D1- STA. 11+00.00 TO STA. 11+50.00 (RESURFACE)VAR. VA R. VAR 4’ - 37.5’ -L- 246+50.00 TO 269+00.00-L- 168+97.00 TO 170+50.00 -L- 164+00.00 TO 167+75.00 * NOTE: MILL EXISTING PAVEMENT AND REPLACE WITH S9.5C AT STATIO N S : C 1 W W "218"218 C2E3C2E3PAVEMENT1 YR. TEMP. P A V E M E N T 1 Y R . T E M P . VAR.VAR. 0 . 0 2 0 . 0 2 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S P A V E M E N T S C H E D U L E V A R I A B L E D E P T H A S P H A L T P A V E M E N T ( S E E W E D G I N G D E T A I L ) C 1 P R O P . V A R . D E P T H A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , A T A N A V E R A G E R A T E O F 1 1 2 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O B E P L A C E D I N L A Y E R S N O T T O E X C E E D 1 " I N D E P T H . E 1 G R E A T E R T H A N 4 " I N D E P T H . D E P T H , T O B E P L A C E D I N L A Y E R S N O T L E S S T H A N 2 " I N D E P T H O R T Y P E I 1 9 . 0 C , A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " A T A N A V E R A G E R A T E O F 1 1 4 L B S . P E R S Q . Y D . P E R 1 " D E P T H . T O T H A N 5 " I N D E P T H . B E P L A C E D I N L A Y E R S N O T L E S S T H A N 3 " I N D E P T H O R G R E A T E R E 2 A T A N A V E R A G E R A T E O F 6 2 7 L B S . P E R S Q . Y D . N O T E : P A V E M E N T E D G E S L O P E S A R E 1 : 1 U N L E S S S H O W N O T H E R W I S E . C 3 E 4 P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . P R O P . A P P R O X . 5 . 5 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , D 1 T Y P E I 1 9 . 0 C , A T A N A V E R A G E R A T E O F 4 5 6 L B S . P E R S Q . Y D . D 2 P R O P . A P P R O X . 4 " A S P H A L T C O N C R E T E I N T E R M E D I A T E C O U R S E , R 2 J 2 ’ V A L L E Y G U T T E R P R O P . A P P R O X . 3 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . V A R . D E P T H A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , R 1 4 ’ E X P R E S S W A Y G U T T E R P P R I M E C O A T A T T H E R A T E O F 0 . 3 5 G A L . P E R S Q . Y D . P R O P . A P P R O X . 6 " A G G R E G A T E B A S E C O U R S E 3 " M I L L I N G B I T U M I N O U S P A V E M E N T VW E X I S T I N G P A V E M E N T U E A R T H M A T E R I A L T C 2 P R O P . A P P R O X . 1 . 5 " A S P H A L T C O N C R E T E S U R F A C E C O U R S E , T Y P E S 9 . 5 C , E 3 A T A N A V E R A G E R A T E O F 1 6 8 L B S . P E R S Q . Y D . A T A N A V E R A G E R A T E O F 3 9 9 L B S . P E R S Q . Y D . I N E A C H O F T W O L A Y E R S . P R O P . A P P R O X . 7 " A S P H A L T C O N C R E T E B A S E C O U R S E , T Y P E B 2 5 . 0 C , 28’24’ 24’ HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet4.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS4R-3101 MATCH LINE -L- STA. 21+00 SHEET 5 F O R - L - P R O F I L E S E E S H E E T 4 7 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 1 - & - Y 2 - P R O F I L E S S E E S H E E T 6 9 15" C MP 15" CMP 15" CMP 15" CMP H W R O C KINV=2960.25 INV=2962.61 INV=2968.64 INV=2 9 7 0 .3 7 INV = 2 9 7 1.5 3 INV=2 9 7 3 .18 INV=2973.63INV=2974.53 APPROXIMATE APPROXIMATE APPROX SCRUB SCRUB MT L 1 2 3 4 6 5912" CMP9’ GR78 U S 2 1 DECK M T L S R 110 0 OKLAH OMA R OAD B S T 1.5 SROCKDSR 1478 OLD GAR ROAD BST GA T E hRW MON 6 0.0 0’ 40.00’ 40.00’ EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/WDB 39 PG 95DB 38 PG 1DB 34 PG 143DB 39 PG 98DB 39 PG 97DB 39 PG 96DB 35 PG 196DB 35 PG 201DB 35 PG 48DB 35 PG 54DB 35 PG 46DB 34 PG 179DB 34 PG 149DB 34 PG 146DB 33 PG 446DB 33 PG 471DB 33 PG 441DB 35 PG 43DB 35 PG 35DB 35 PG 25DB 33 PG 494DB 37 PG 28 D B 3 4 P G 1 8 4 D B 3 8 P G 3 1 3 D B 3 5 P G 1 9 9 D B 3 5 P G 2 0 6 D B 3 5 P G 2 8 D B 3 5 P G 2 0 7 D B 3 4 P G 3 8 6 D B 3 4 P G 2 7 4 D B 3 4 P G 2 2 4 D B 3 4 P G 1 4 4 D B 3 5 P G 5 8 D B 3 5 P G 1 2 7 D B 3 9 P G 1 1 9 D B 3 9 P G 1 1 8 D B 3 9 P G 9 9 D B 3 9 P G 2 9 9 D B 3 9 P G 5 7 1 D B 3 9 P G 2 7 9 D B 4 3 P G 4 9 D B 2 4 2 P G 6 2 7 D B 2 2 4 P G 7 6 1 D B 2 2 4 P G 9 2 5 DB 39 PG 95DB 38 PG 1DB 34 PG 143DB 39 PG 98DB 39 PG 97DB 39 PG 96DB 35 PG 196DB 35 PG 201DB 35 PG 48DB 35 PG 54DB 35 PG 46DB 34 PG 179DB 34 PG 149DB 34 PG 146DB 33 PG 446DB 33 PG 471DB 33 PG 441DB 35 PG 43DB 35 PG 35DB 35 PG 25DB 33 PG 494DB 37 PG 28 H ISTORIC PROPERTYROARING GAPTEAHOUSE AT DB 34 PG 184DB 38 PG 313DB 35 PG 199DB 35 PG 206DB 35 PG 28DB 35 PG 207DB 34 PG 386DB 34 PG 274DB 34 PG 224DB 34 PG 144DB 35 PG 58DB 35 PG 127DB 39 PG 119DB 39 PG 118DB 39 PG 99DB 39 PG 299DB 39 PG 571DB 39 PG 279DB 43 PG 49DB 242 PG 627DB 224 PG 761DB 224 PG 925 1 2 34 R O A R IN G G A P IN C O R P O R A T E D R O A R I N G G A P I N C O R P O R A T E D ROARING GAP INCORPORATED ROARING GAP INCORPORATED D B 3 4 P G 18 4 D B 3 8 P G 3 13 D B 3 5 P G 19 9 D B 3 5 P G 2 0 6 D B 3 5 P G 2 8 D B 3 5 P G 2 0 7 D B 3 4 P G 3 8 6 D B 3 4 P G 2 7 4 D B 3 4 P G 2 2 4 D B 3 4 P G 14 4 D B 3 5 P G 5 8 D B 3 5 P G 12 7 D B 3 9 P G 119 D B 3 9 P G 118 D B 3 9 P G 9 9 D B 3 9 P G 2 9 9 D B 3 9 P G 5 7 1 D B 3 9 P G 2 7 9 D B 4 3 P G 4 9 D B 2 4 2 P G 6 2 7 D B 2 2 4 P G 7 6 1 D B 2 2 4 P G 9 2 5 D B 3 9 P G 9 5 D B 3 8 P G 1 D B 3 4 P G 14 3 D B 3 9 P G 9 8 D B 3 9 P G 9 7 D B 3 9 P G 9 6 D B 3 5 P G 19 6 D B 3 5 P G 2 0 1 D B 3 5 P G 4 8 D B 3 5 P G 5 4 D B 3 5 P G 4 6 D B 3 4 P G 17 9 D B 3 4 P G 14 9 D B 3 4 P G 14 6 D B 3 3 P G 4 4 6 D B 3 3 P G 4 7 1 D B 3 3 P G 4 4 1 D B 3 5 P G 4 3 D B 3 5 P G 3 5 D B 3 5 P G 2 5 D B 3 3 P G 4 9 4 D B 3 7 P G 2 8 49.12’+65.04 hRW MON 10 PCSta. 11+47.61 15 PTSta. 15+13.23 20 10 P I S t a 1 3 + 3 0 . 6 7 L = 3 6 5 . 6 3 ’ T = 1 8 3 . 0 6 ’ R = 2 , 8 6 4 . 7 9 ’ D P I S t a 1 1 + 5 2 . 7 0 D L = 1 2 4 . 3 5 ’ T = 6 6 . 4 0 ’ R = 1 4 3 . 2 4 ’ P I S t a 1 0 + 3 8 . 7 4 L = 3 5 . 7 0 ’ T = 1 8 . 4 5 ’ R = 5 7 . 3 0 ’ P I S t a 1 1 + 6 1 . 2 3 L = 3 2 . 9 5 ’ T = 1 6 . 4 8 ’ R = 4 7 7 . 4 6 ’ R = 190.99’T = 115.49’L = 207.74’PI Sta 13+79.08PI Sta 15+61.24 L = 85.43’T = 43.44’R = 190.99’DD D D - L - - Y1- -Y2- -Y1-POT S ta . 10+00 .00 PC P T PT PC PT PC - L - - Y 1 - -Y2- B E G I N C O N S T R U C T I O N - L - P O C S T A . 1 3 + 0 0 . 0 0 - L - P O C S t a . 1 5 + 0 8 . 6 3 -L-POT Sta. 19+16.00 - Y 1 - P O T S t a . 1 3 + 2 3 . 9 7 = -Y2-POT Sta. 10+00.00 = B E G I N C O N S T R U C T I O N - Y 1 - S T A . 1 2 + 5 0 . 0 0 BEGIN RESURFACING -Y2- STA. 11+00.00 B E G I N R E S U R F A C I N G - L - P O C S T A . 1 2 + 0 0 . 0 0 B E G I N T I P R - 3 1 0 1 P O T S t a . 1 0 + 0 0 . 0 0 P T S t a 1 2 + 1 0 . 6 5 -Y1- 18" F S F S 7 S.Y. FILTER FABRICRIP RAP WITH2 TONS CLASS ’B’ 18" 1 0 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 10 S.Y. FILTER FABRICRIP RAP WITH3 TONS CLASS ’B’ 4 - 1 4 - 3 4-64-7 4 - 2 4-4 2 G I - A 2 G I - A 30.00+85.00 + 8 0 . 0 0 3 5 . 0 0 Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . X -SE C T . SE E - L - S T A . 1 8 + 0 0 T O 1 8 + 8 0 L T 18"FLAT GRATETBDI W/FLAT GRATETBDI W/REM O VE20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 F FF 55.00R/W+95.00 55.00R/W+20.00R/W30.00+45.00 -Y2-35.00R/W+95.00 3 5 . 0 0 R/ W + 7 5 . 0 0 5 0 . 0 0 R/ W + 8 0 . 0 0 45.00R/W+00.00 3 5 . 0 0 R/ W + 6 0 . 0 0 R/ W 4-5 4-8 REM O VE 18" 60’ 60’ 1 2 + 0 0 . 0 0 1 2 + 5 0 . 0 0 3 8 . 0 0 1 3 + 5 0 . 0 0 3 7 . 0 0 1 3 + 0 0 . 0 0 1 0 0 . 0 0 1 3 + 5 0 . 0 0 9 9 . 0 0 1 4 + 5 0 . 0 0 7 5 . 0 0 1 5 + 0 0 . 0 0 4 3 . 0 0 17+50.00 41.00 1 4 + 1 0 . 0 0 18+00.00 49.0018+50.00 47.00 18+95.00 35.0017+50.00 42.0018+00.00 39.00 20+50.0039.0021+00.00 40.0019.88 26.5120+30.00 30.00 18+70.69 30.00 1 2 + 2 0 . 0 0 1 2 + 1 9 . 6 6 3 0 . 0 0 - Y 1 - 3 0 . 0 0 - Y 1 - 16+50.00 30.00 1 3 + 6 0 . 0 0 3 0 . 0 0 -Y2- 11+10.00 -Y2- 10+30.00 1 2 + 0 0 . 0 0 1 5 + 6 5 . 0 0 1 6 + 3 0 . 0 0 R \ W , 8 7 20+00.0019+50.00 60.0060’, 47’ 3 0 . 0 0 , R \ W 3 0 . 0 0 , R \ W R \ W 18+84.00 R\W 6 5 ’ , 8 7 ’ 20’ 17’GRAU 350 G R A U 3 5 0 GRAU 350 5 0 ’ R 2 0 ’ R 70’R 15’R 2 0 0 ’ T A P E R +00 +00 2 0 0 4 / 2 0 3 0 A D T 4 / 7 2 / 3 - Y 1 - O K L A H O M A R D 2 / 4 3 2 / 6 0 3 2 / 6 1 C C C C C C C C C C F C F C F C F CC CCFCFCFCFCF C FFF -BL- 165 5+00.00 POT 8+81.88 POT - B Y36- 163 5 +00.00 P O T POT 5+00.00 -BL-GPS R3101-7 9+36.74 PINC BM 12982.83NAD 83 S E E D E T A I L 1 - L - S T A . 2 2 + 5 0 T O 2 2 + 8 0 L T L A T E R A L B A S E D I T C H S E E D E T A I L 1 1 - L - S T A . 2 7 + 0 0 T O 2 9 + 2 3 L T L A T E R A L B A S E D I T C H 28’24’ 28’ 24’ CB 15" CMPHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet5.dgn $$$$USERNAME$$$$8/17/99 5R-3101 MATCH LINE -L- STA. 21+00 SHEET 4 MATCH LINE -L- STA. 33+00 SHEET 6 F O R - L - P R O F I L E S E E S H E E T 4 7 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 2 - & - Y 3 - P R O F I L E S S E E S H E E T 6 9 HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet5.dgn $$$$USERNAME$$$$8/17/99 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION S C R U B S C R U B SCRUB S C R U B A P P R O X 1 0 1 1 1 3 1 4 1 2 1 5 1 6 1 7 1 8 192021MTLMTL 2SFD R O C K WA L L B L O C K WA L L B S T B U S 1S R O C K B U S 1 S F S 1.5 S F D 1SFD1SFD SR 1478 R O A RI N G G A P R O A D B ST PINE NEEDLE ST 12’ BST B S T M T L M T L G S R 14 7 8 O L D G A R R O A D B S T P O L E F L A G U S 2 1 2 3 ’ B S T REBAR REBAR R E B A R EIP REBAR E I P EIP PKNAIL EIP PKNAIL PKNAILPKNAIL N 52 37’ 55"W 10 9. 14’ N7520’33"W 104.80’ EIP-COR 29.81 R/W-EIP N 0 8 5 5 ’ 0 9 " E 1 5 0 . 1 1 ’ S33 11’07"W 14.34’N25 55’40"E 14.30’ N18 26’57"E 14.25’ N 7 6 2 6 ’ 5 5 " W 4 . 7 3 ’ N 4 7 4 4 ’2 9 "E157.9 1’N3434’57"E69.79’ N 12 5 8 ’5 8 "E 5 5 .2 2 ’ N87 40’31"W 43.10’ N87 40’31"W 305.39’ N1341’56"E610.18’ S8521’26"E 107.42’ EIP-R/W 29.70’ R/W-EIP N3230’28"E135.09’N1843’58"E114.26’N6303’35"E186.09’N3640’30"E101.82’N7541’35"W 39.98’N3324’54"E66.53’N2625’45"E66.70’N2648’00"E32.50’N4703’36"E 40.00’ 3 2 .0 0 ’ EXISTING R/W EXISTING R/W E X IS T IN G R / W E X IS T IN G R / W N75 24’15"E402.07’ S O L I D I R O N H I S T O R I C P R O P E R T Y S T O R E IN N K E E P E R ’ S HISTORIC PROPERTYHOLLIDAY D B 3 4 P G 1 8 4 D B 3 8 P G 3 1 3 D B 3 5 P G 1 9 9 D B 3 5 P G 2 0 6 D B 3 5 P G 2 8 D B 3 5 P G 2 0 7 D B 3 4 P G 3 8 6 D B 3 4 P G 2 7 4 D B 3 4 P G 2 2 4 D B 3 4 P G 1 4 4 D B 3 5 P G 5 8 D B 3 5 P G 1 2 7 D B 3 9 P G 1 1 9 D B 3 9 P G 1 1 8 D B 3 9 P G 9 9 D B 3 9 P G 2 9 9 D B 3 9 P G 5 7 1 D B 3 9 P G 2 7 9 D B 4 3 P G 4 9 D B 2 4 2 P G 6 2 7 D B 2 2 4 P G 7 6 1 D B 2 2 4 P G 9 2 5 D B 3 9 P G 9 5 D B 3 8 P G 1 D B 3 4 P G 1 4 3 D B 3 9 P G 9 8 D B 3 9 P G 9 7 D B 3 9 P G 9 6 D B 3 5 P G 1 9 6 D B 3 5 P G 2 0 1 D B 3 5 P G 4 8 D B 3 5 P G 5 4 D B 3 5 P G 4 6 D B 3 4 P G 1 7 9 D B 3 4 P G 1 4 9 D B 3 4 P G 1 4 6 D B 3 3 P G 4 4 6 D B 3 3 P G 4 7 1 D B 3 3 P G 4 4 1 D B 3 5 P G 4 3 D B 3 5 P G 3 5 D B 3 5 P G 2 5 D B 3 3 P G 4 9 4 D B 3 7 P G 2 8 D B 2 4 4 P G 1 3 9 2 D B 1 1 9 P G 7 9 6 AND PACE B. LINEBERGERWALTER SULLIVAN LINEBERGER, JR.PB 9 PG 355DB 275 PG 863 PB 9 PG 355DB 275 PG 871 DB 34 PG 184DB 38 PG 313DB 35 PG 199DB 35 PG 206DB 35 PG 28DB 35 PG 207DB 34 PG 386DB 34 PG 274DB 34 PG 224DB 34 PG 144DB 35 PG 58DB 35 PG 127DB 39 PG 119DB 39 PG 118DB 39 PG 99DB 39 PG 299DB 39 PG 571DB 39 PG 279DB 43 PG 49DB 242 PG 627DB 224 PG 761DB 224 PG 925 DB 39 PG 95DB 38 PG 1DB 34 PG 143DB 39 PG 98DB 39 PG 97DB 39 PG 96DB 35 PG 196DB 35 PG 201DB 35 PG 48DB 35 PG 54DB 35 PG 46DB 34 PG 179DB 34 PG 149DB 34 PG 146DB 33 PG 446DB 33 PG 471DB 33 PG 441DB 35 PG 43DB 35 PG 35DB 35 PG 25DB 33 PG 494DB 37 PG 28 D B 3 4 P G 1 8 4 D B 3 8 P G 3 1 3 D B 3 5 P G 1 9 9 D B 3 5 P G 2 0 6 D B 3 5 P G 2 8 D B 3 5 P G 2 0 7 D B 3 4 P G 3 8 6 D B 3 4 P G 2 7 4 D B 3 4 P G 2 2 4 D B 3 4 P G 1 4 4 D B 3 5 P G 5 8 D B 3 5 P G 1 2 7 D B 3 9 P G 1 1 9 D B 3 9 P G 1 1 8 D B 3 9 P G 9 9 D B 3 9 P G 2 9 9 D B 3 9 P G 5 7 1 D B 3 9 P G 2 7 9 D B 4 3 P G 4 9 D B 2 4 2 P G 6 2 7 D B 2 2 4 P G 7 6 1 D B 2 2 4 P G 9 2 5 D B 3 9 P G 9 5 D B 3 8 P G 1 D B 3 4 P G 1 4 3 D B 3 9 P G 9 8 D B 3 9 P G 9 7 D B 3 9 P G 9 6 D B 3 5 P G 1 9 6 D B 3 5 P G 2 0 1 D B 3 5 P G 4 8 D B 3 5 P G 5 4 D B 3 5 P G 4 6 D B 3 4 P G 1 7 9 D B 3 4 P G 1 4 9 D B 3 4 P G 1 4 6 D B 3 3 P G 4 4 6 D B 3 3 P G 4 7 1 D B 3 3 P G 4 4 1 D B 3 5 P G 4 3 D B 3 5 P G 3 5 D B 3 5 P G 2 5 D B 3 3 P G 4 9 4 D B 3 7 P G 2 8 4 6 78 2 5 3 10 F G G N E W , L L C WILLIAM A. BURNETTE R O A R I N G G A P I N C O R P O R A T E D R O A R I N G G A P I N C O R P O R A T E D ANN W. LINEBERGERROARING GAP INCORPORATED R O A R I N G G A P I N C O R P O R A T E D DB 220 PG 767 21.46’ R/W-COR32.36’ PKNAIL-R/W E X IS T IN G R / W E X IS T IN G R / W 3 4. 0 2’ +6 6. 4 6 19.82’+30.89 32.76’+99.71 25 30 15 P I S t a 1 0 + 3 8 . 7 4 L = 3 5 . 7 0 ’ T = 1 8 . 4 5 ’ R = 5 7 . 3 0 ’ P I S t a 1 1 + 6 1 . 2 3 L = 3 2 . 9 5 ’ T = 1 6 . 4 8 ’ R = 4 7 7 . 4 6 ’ R = 1 9 0 . 9 9 ’ T = 1 1 5 . 4 9 ’ L = 2 0 7 . 7 4 ’ P I S t a 1 3 + 7 9 . 0 8 PI Sta 15+61.24 L = 85.43’T = 43.44’R = 190.99’D D D D - L - -Y2- -Y3- PT P C P T PC - L - P O T S t a . 2 4 + 2 8 . 0 0 B E G I N R E S U R F A C I N G - Y 3 - S T A . 1 1 + 2 5 . 0 0 - Y 3 - P O T S t a . 1 2 + 0 7 . 0 3 - L - P O T S t a . 2 5 + 1 9 . 0 0 - Y 2 - P O T S t a . 1 6 + 1 7 . 5 6 = - Y 3 - P O T S t a . 1 0 + 0 0 . 0 0 = - Y 2 - B E G I N R E S U R F A C I N G - Y 2 - S T A . 1 5 + 0 0 . 0 0 18 " 24" 30"18"FS 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 16 S.Y. FILTER FABRICRIP RAP WITH5 TONS CLASS ’B’ J A C K B O R E A N D JACKBORE AND 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ 7 S.Y. FILTER FABRICRIP RAP WITH2 TONS CLASS ’B’ A B A N D O N P L U G A N D ABANDONPLUG AND N a t u r a l G r o u n d ( N o t t o S c a l e ) 2:1 2:1 D B F i l l S l o p e b L A T E R A L B A S E D I T C H 1"/ F t . D E T A I L 1 b = 5 F t . B = 2 F t . M i n . D = 1 F t . - L - S T A . 2 2 + 5 0 T O 2 2 + 8 0 L T D E T A I L 1 1 L A T E R A L B A S E D I T C H ( N o t t o S c a l e ) N a t u r a l G r o u n d 2:1 D B b F i l l S l o p e d 2:1 1" / F t . T y p e o f L i n e r = P S R M b = 5 F t . B = 4 F t . M a x . d = 1 F t . M i n . D = 1 . 5 F t . S T E E L G R A T E T B D I W / F L A T S T E E L G R A T E TB D I W / F L A T 1 8 " 20:110:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min.GIetc.C Proposed DitchL S = D i t c h S l o p e S ( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 18" 5 0 . 1 4 + 4 7 . 3 2 STEEL GRATETBDI W/ FLATPES 6 0 . 0 0 R \ W + 9 0 . 0 0 7 5 . 0 0 R \ W + 6 0 . 0 0 7 5 . 0 0 R \ W + 8 0 . 0 0 7 0 . 0 0 R \ W + 2 5 . 0 0 7 0 . 0 0 R \ W + 5 0 . 0 0 80.00R\W+35.00 80.00R\W+30.00 80.00R\W+55.0035.00R\W+05.0035.00R\W+85.00 40.00R\W+20.0040.00R\W+90.00 5 - 5 5 - 4 5-65-7 5-8 5-9 5 - 1 5 - 2 5 - 3 R I P R A P 3 T O N S C L A S S ’ B ’ E S T . 1 5 C Y D D E - L - S T A . 2 7 + 0 0 T O 2 9 + 2 3 L T E S T . 1 0 7 C Y D D E 7 0 . 0 0 R \ W + 5 0 . 0 0 60’ 60’ 2 1 + 0 0 . 0 0 3 8 . 0 0 2 2 + 0 0 . 0 0 5 1 . 0 0 2 2 + 0 0 . 0 0 3 5 . 0 0 2 6 + 0 0 . 0 0 2 6 + 5 0 . 0 0 4 0 . 0 0 2 7 + 0 0 . 0 0 4 8 . 0 0 2 7 + 5 0 . 0 0 5 0 . 0 0 2 8 + 0 0 . 0 0 30+33.24 42.9431+00.00 50.0031+50.00 77.0032+00.00 90.0032+50.00 92.00 32+00.00 36.00 2 3 + 5 0 . 0 0 7 3 . 0 0 2 4 + 0 0 . 0 0 4 5 . 0 0 2 4 + 1 0 . 0 0 3 0 . 0 0 2 6 + 2 0 . 0 0 3 0 . 0 0 1 0 + 9 0 . 0 0 1 6 . 0 0 1 0 + 9 0 . 0 0 1 6 . 0 0 2 3 + 2 5 . 0 0 3 0 . 0 0 2 2 . 2 5 - Y 2 - 1 5 + 1 5 . 0 0 2 6 + 4 5 . 0 0 3 0 . 0 0 30+00.00 49.00 2 2 + 5 0 . 0 0 2 3 + 2 5 . 0 0 7 0 ’ , 1 0 0 ’ 1 1 0 ’ , 8 0 ’ 2 8 + 7 0 . 0 0 29+35.00 PDE, 85.00 P D E , 8 5 . 0 0 R \ W R \ W 32+50.00 R\W31+10.00 23.00End Retaining Wall 2 7 + 9 0 . 0 0 2 3 . 0 0 B e g . R e t a i n i n g W a l l 27’ 1 9 ’ G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 GRAU 350 CAT-150’R10’R40’R10’R 5 0 ’ R 2 0 ’ R 4 0 ’ R 4 0 ’ R DISTURBDO NOT N o t A v a i l a b l e 2 0 0 4 / 2 0 3 0 A D T 1 / 1 - Y 2 - O L D G A P R D 1 / 1 3 2 / 6 1 3 6 / 6 4 1 - / 1 - 2 0 0 4 / 2 0 3 0 A D T 1 / 4 5 / 1 0 4 / 6 3 6 / 6 4 3 2 / 6 1 - Y 3 - R O A R I N G G A P R D C F C F F F F F F C F F C C C C C F F F F F F F F F FCCC CCCCC F -BL- 21 24+51.44 PINC -BL-GPS R3101-8 18+48.51 PINC 9+34.54 POT 5+00.00 POT -BY - 77 POT 5+00 .00 8 + 4 8 .0 5 P O T - B Y 1- 8 0 18" CMP 15" CMP 15 " C M P 15 " CMP 24" CMP CB HW R O C K INV=2923.57 IN V.=2932.01 IN V.=2935.15 INV=2936.63 INV=2944.70 INV.=2949.39 IN V .= 2 9 5 0 .6 0 INV.=2951.84 INV .=2 9 5 8 .5 2 INV .=2 9 6 2 .0 1 IN V=2964.72 INV .=2 9 7 2 .2 6 IN V=2973.01 INV=2946.25NAD 83 28’24’ 28’ 24’ HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet6.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS6R-3101 MATCH LINE -L- STA. 33+00 SHEET 5 M ATCH LIN E -L- STA. 45+00 SH EET 7 F O R - L - P R O F I L E S E E S H E E T 4 8 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S D I S T U R B D O N O T GET INVERTUNABLE TO 18" CMP 18" CMP HWROCK H W R O C KINV=2879.40 IN V = 2 8 9 9 . 4 7 INV=2900.21 INV=2 9 11.2 3 INV=2 9 12 .7 2 W.E.= 2871.9 W.E .= 2 8 7 1.9 2 2 2 5 2 6 2 7 2 8 2 9 301SFD1.5SFDWD DECKCONCCONCCONC1SFDBSTDOE RUN 12’ BSTWD STEPROCK WALLG1SFD1SFDW3639 32 33S B S T B S T BST M T L B S T CONC 3738 31 EL*3401 R O C K W A L LR O C K W ALL 15 " RCP TANKSEPTIC 35 TSSta. 37+50.98 SCSta. 39+50.98 40 F F P I s S t a 3 8 + 8 4 . 3 7 L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 3 9 ’ S T = 6 6 . 7 2 ’ R = 1 , 1 4 5 . 9 2 ’ T = 5 2 7 . 0 2 ’ L = 9 8 7 . 9 3 ’ P I S t a 4 4 + 7 8 . 0 0 PIs Sta 50+05.62 Ls = 200.00’LT = 133.39’ST = 66.72’ D - L- - L- - L - 45 3 6 + 9 5 . 0 0 2 3 . 0 0 B e g . R e t a i n i n g W a l l 3 8 + 2 5 . 0 0 2 3 . 0 0 E n d R e t a i n i n g W a l l G R A U 3 5 0 1 0 ’ R G RA U 3 5 0 5 0 ’ R S L O P E O N P A R C E L 9 T R E E S O N T O P O F E X I S T I N G D O N O T D I S T U R B L A R G E 60’ 60’ 3 3 + 5 0 . 0 0 9 1 . 0 0 3 4 + 0 0 . 0 0 8 6 . 0 0 3 5 + 4 0 . 0 0 3 4 + 5 0 . 0 0 8 8 . 0 0 3 5 + 0 0 . 0 0 8 6 . 0 0 3 5 + 5 0 . 0 0 7 9 . 0 0 3 6 + 0 0 . 0 0 6 3 . 0 0 3 6 + 5 0 . 0 0 5 2 . 0 0 3 9 + 0 0 . 0 0 3 4 . 0 0 3 9 + 5 0 . 0 0 8 1 . 0 0 4 0 + 0 0 . 0 0 6 8 . 0 0 4 0 + 5 0 . 0 0 6 3 . 0 0 4 1 + 0 0 . 0 0 6 4 . 0 0 41+50.00 35.00 42+00.00 35.0042+00.00 67.00 42+50.00 70.0043+43.05 50.8843+00.00 62.00 43+03.00 3 6 + 8 0 . 0 0 3 8 + 4 0 . 0 0 43+55.0044+00.00 3 8 + 5 0 . 0 0 4 2 . 0 0 3 6 + 0 0 . 0 0 4 2 . 0 0 3 9 + 4 9 . 9 9 4 2 . 0 0 4 0 + 0 0 . 0 0 4 1 . 0 0 3 7 + 5 0 . 9 8 3 0 . 0 0 3 7 + 5 0 . 9 8 3 0 . 0 0 3 9 + 5 1 . 0 0 3 0 . 0 0 3 9 + 5 1 . 0 0 3 0 . 0 0 + 4 0 . 0 0 4 0 ’ , 5 0 ’ 40+75.00 50’, PDE43+25.00 55, 40 43+75.0043+59.00 52.0044+00.0048.0045+50.00 5 5 . 0 0 R \ W 5 5 . 0 0 R \ W 50.00R\W 8 7 . 6 8 P L 65.95PL46.48PL R \ W + 2 0 . 0 0 5 5 . 0 0 R \ W 3 8 + 4 0 . 0 0 5 5 . 0 0 R \ W R\W, 35.0042+95.00 PUE, 65’50.00R\W, 37.00PUE PUEPUE C C C C C C C C C C C C C C C C C C C C F C C F C F C F CC FCFCFCFCFCFCFCFCF F SHOWN IN PB 9 PG 355 20’ R/W EASEMENT PRIVATE R/W EASEMENT AS IN PB 1 PG 4 2 0 ’ R /W E A S E ME N T P B 9 P G 3 5 5 PKNAIL P K N A I L PKNAIL PKNAIL PKNAIL EIP REBAREIP EIP EIP EIP N87 32’31"W EIP 401.44’ EIP-COR 30.24 R/W-EIP S88 14’37"E 381.95’ N80 12’39"E N8745’22"E 200.90’ N3719’00" W 40.41’ N3725’03" W 74.59’ N 26 48’00"E 32.50’ N 2 2 5 7 ’4 2 "E 9 9 .13 ’ N16 4 2 ’4 7 "E 5 1.5 5 ’ N02 17’29"E 29.18’ N06 47’58"W 19.30’ N 1 9 2 6 ’ 4 1" W 4 4. 1 6 ’ N28 19’28" W 70.43’ N28 52’26" W 46.97’ N65 16’10"E92.17’ N5505’33"E53.82’ N4343’11"E63.76’N 26 04’32"E 79.69’ N 39 30’18"E 44.33’N64 43’25"E36.78’ N5536’47"E80.38’ N7730’00"W 228.80’N7729’59"W 11.93’N1352’00"E42.83’N1300’00"E91.00’N1300’00"EN7725’00"W 90.00’N7730’00"W 75.00’N8642’30"W 176.45’N7847’30"W 140.19’N7847’30"W 36.81’N0224’30"W125.68’N1300’43"E131.38’N1258’14"E 0.98’ R/W-EIP132.62’ COR-R/WN1300’37"E3.54’1.29’ REBAR-R/W130.59’ COR-REBAR N1332’20"E N2141’37"W100.27’ R/W-COR1.36’ EIP-R/WPRIVATE R/W EASEMENT AS IN PB 1 PG 4 40.00’ E X IS T ING R / W E X IS T ING R / W 30.00’ 2 0 ’ R /W E AS E ME N T P B 9 P G 3 5 5 2 0. 0 0 ’ SHOWN IN PB 9 PG 355 20’ R/W EASEMENT 20.00’ N 3229’24"E 101.24’ N 3212’45"E 172.00’ D B 3 4 P G 1 8 4 D B 3 8 P G 3 1 3 D B 3 5 P G 1 9 9 D B 3 5 P G 2 0 6 D B 3 5 P G 2 8 D B 3 5 P G 2 0 7 D B 3 4 P G 3 8 6 D B 3 4 P G 2 7 4 D B 3 4 P G 2 2 4 D B 3 4 P G 1 4 4 D B 3 5 P G 5 8 D B 3 5 P G 1 2 7 D B 3 9 P G 1 1 9 D B 3 9 P G 1 1 8 D B 3 9 P G 9 9 D B 3 9 P G 2 9 9 D B 3 9 P G 5 7 1 D B 3 9 P G 2 7 9 D B 4 3 P G 4 9 D B 2 4 2 P G 6 2 7 D B 2 2 4 P G 7 6 1 D B 2 2 4 P G 9 2 5 D B 3 9 P G 9 5 D B 3 8 P G 1 D B 3 4 P G 1 4 3 D B 3 9 P G 9 8 D B 3 9 P G 9 7 D B 3 9 P G 9 6 D B 3 5 P G 1 9 6 D B 3 5 P G 2 0 1 D B 3 5 P G 4 8 D B 3 5 P G 5 4 D B 3 5 P G 4 6 D B 3 4 P G 1 7 9 D B 3 4 P G 1 4 9 D B 3 4 P G 1 4 6 D B 3 3 P G 4 4 6 D B 3 3 P G 4 7 1 D B 3 3 P G 4 4 1 D B 3 5 P G 4 3 D B 3 5 P G 3 5 D B 3 5 P G 2 5 D B 3 3 P G 4 9 4 D B 3 7 P G 2 8 P B 9 P G 3 5 5 D B 2 7 5 P G 8 6 3 A N D P A C E B . L I N E B E R G E R W A L T E R S U L L I V A N L I N E B E R G E R , J R . P B 9 P G 3 5 5 D B 2 7 5 P G 3 2 9 P B 9 P G 3 5 5 D B 2 7 5 P G 8 5 5 CATHY P. BLACKMONANDPHILLIP R. BLACKMONDB 111 PG 266DB 250 PG 670PATSY B. MURPHYANDWADE H. MURPHY P B 9 P G 3 5 5 D B 2 7 5 P G 3 2 9 AND ANNE S. CAVINESSWILLIAM B. CAVINESS DB 063 PG 250DB 255 PG 1449 DB 34 PG 184DB 38 PG 313DB 35 PG 199DB 35 PG 206DB 35 PG 28DB 35 PG 207DB 34 PG 386DB 34 PG 274DB 34 PG 224DB 34 PG 144DB 35 PG 58DB 35 PG 127DB 39 PG 119DB 39 PG 118DB 39 PG 99DB 39 PG 299DB 39 PG 571DB 39 PG 279DB 43 PG 49DB 242 PG 627DB 224 PG 761DB 224 PG 925 DB 39 PG 95DB 38 PG 1DB 34 PG 143DB 39 PG 98DB 39 PG 97DB 39 PG 96DB 35 PG 196DB 35 PG 201DB 35 PG 48DB 35 PG 54DB 35 PG 46DB 34 PG 179DB 34 PG 149DB 34 PG 146DB 33 PG 446DB 33 PG 471DB 33 PG 441DB 35 PG 43DB 35 PG 35DB 35 PG 25DB 33 PG 494DB 37 PG 28JANET MARIE OSBORNEAND& JANET OSBORNETHOMAS WAYNE 9 1 0 1 1 1 2 2 61314209 8 212 S A Y R E L I N E B E R G E R T R I B B L E M A U R I C E N . J E N N I N G S M A U R I C E N . J E N N I N G S R O A R I N G G A P I N C O R P O R A T E D W I L L I A M A . B U R N E T T E ROARING GAP INCORPORATED JAN A. WHITE AND TERRY J. WHITEKEVIN B. KIMREY ROARING GAP INCORPORATEDDB 259 PG 75 PB 1 PG 4PB 1 PG 4DB 144 PG 881 D B 2 2 0 P G 7 6 7 PB 1 PG 4DB 274 PG 171 PB 1 PG 39 16 130.33’ EIP-COR31.73’ R/W -EIP 20.26’ +52.06 20.83’+64.96 22.41’+13.09 F S FS 7 S.Y. FILTER FABRICRIP RAP WITH2 TONS CLASS ’B’ H E A D W A L L R E M O V E 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ PES18" 18"PES 6 - 6 6-9 6-76-10 2 G I - D HEADWALLREMOVE 18"6-8 + 4 0 . 0 0 18 " F L A T G R A T E T B D I W / F L A T G R A T E T B D I W / 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ 1 8 " + 9 0 . 0 0 4 0 . 0 0 18" REM O VE 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 FLAT GRATETBDI W/ P E S 4 0 . 0 0 R \ W + 6 0 . 0 0 R \ W 4 5 . 0 0 R \ W + 2 0 . 0 0 4 5 . 0 0 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ R \ W 3 5 . 0 0 R \ W + 4 0 . 0 0 35.00R\W+60.00 4 0 . 0 0 R \ W + 6 0 . 0 0 40.00R\W+90.0045.00R\W+30.00 6 - 1 6 - 2 6 - 3 6 - 4 6 - 5 45.00R\W+50.00 -BL- 22 34+90.81 PINC BM2 2925.80 3 8 + 4 0 . 0 0 3 0 . 0 0 3 8 + 4 0 . 0 0 3 0 . 0 0 NAD 83 28’24’ 2 8 ’ 2 4 ’ HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet7.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS7R-3101 M A T C H L IN E -L - S T A . 4 5 + 0 0 S E E S H E E T 6 MATCH LINE -L- STA. 57+00 SEE SHEET 8 F O R - L - P R O F I L E S E E S H E E T 4 8 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 4 - P R O F I L E S E E S H E E T 6 9 1 5 " R C P 24" CM P 48" CM P 24" CMP C B DI 1-4X6 BARREL H W R O C K C U L 1 C U L 2 C E 1 HW1 INV=2816.77INV=2817.75 INV = 2 8 2 3 .3 3 C U L 4 C U L 3 C E 2 C U L 3 C U L 4 H W 2 INV=2810.76 2 8 0 8 . 1 6 2 8 0 8 . 1 6 2 8 1 4 . 1 6 2 8 1 5 . 7 1 N O A C C E S S N O A C C E S S N O A C C E S S N O A C C E S S N O A C C E S S N O A C C E S S N O A C C E S S N O A C C E S S 2809.06’ B OTTOM OF JB I N V = 2 8 2 3. 7 6 IN V =2 8 3 2 .7 1 HW2 IN V =2 8 3 6 .5 3INV=2836.51 IN V = 2 8 3 6 . 8 4 INV=2841.05 18 "CM P 24"CONC 9 7 2 1 6 5 . 9 0 1 4 1 5 1 4 6 . 5 6 2 8 0 7 . 6 3 9 7 2 1 6 8 . 2 9 1 4 1 5 1 4 3 . 8 9 2 8 0 7 . 6 4 9 7 2 1 6 7 . 2 8 1 4 1 5 1 4 5 . 5 3 2 8 1 3 . 7 0 9 7 2 1 6 6 . 9 1 1 4 1 5 1 4 5 . 9 1 2 8 1 5 . 2 5 GET INVUNABLE TO DOWN INTO HOLEWITH WATER RUNNING HAS A HOLE IN IT BOTTOM OF JB NOTE: C E 2 C U L V E R T # 1 O N E B A R R E L N O R T H E A S T E L E V . C U L 1 C U L 2 C E 1 H W 1 40 3435 41 44 428 4 " P L A S T IC 84" PLA STIC 43 W.E.= 2806.0 APPROX. G R E E N H O U S E H O U S E G R E E N S B U S 1S B L K B S T P L A N T E R R O C K SF D 1.5 1SFD BST ROCK WALLROCK SS 10’ BST SS 1SF D 1S F D 1SBKD CONC S 2 4 " WD R A IL GR 2 4 " WD RA IL 4 7 W/ L T 4 5 4 6 B S T 4 8 1 2 " R C P S 5 3 4 9 5 1 5 2 15 " R C P 5 4 W W D W ALL 2 S F D G R BLK WALL 5 6 S SS B U S 1S F C A N O P Y M T L 24" W D RAIL W D W ALL36" W D RAIL12’ GR W 1SFD GREEN HOUSE G REEN HO USEBST1SFD2SFD 5 7 58596012" CMPBST GR12" CMP 24" WD RAIL 61 62BLK WALL6364 BST 65CONC2SBKDCONC1SBKDWBSTBST2SBLK BUS CONC MLT CANOPY M T L B S T GR 48" CM P 5 0 18 "CM P C O N C 24"RCP 2 4 " CM P SR 1174 BST T A N K S E P T IC A P P R O X. L O C TANKSEPTIC TANKSEPTIC P RIV ATE R/ W E ASE ME NT AS IN P B 1 P G 4 E IP E IP E IP E IP E IP R W MO N P KN A IL E IP E IP EIP P KNA IL RRSPIKE SOLIDIRON N13 32’20"E S50 49’58"W 141.34’ S28 06’39"W143.56’ 56.63’ N 5 9 2 7 ’ 0 3 " W 6 4. 0 9 ’ N 2 1 4 1’3 7 "W 16 .0 0 ’ N 5 8 0 7 ’ 5 7 " W 4. 7 2 ’N8435’41" W 24.96’ 100.27’ R/W -COR 1.36’ EIP-R/W 132.52’ R/W -COR 0.32’ EIP-R/W N1300’00"E 279.43’ R/W -R/W 8.56’ EIP-R/W N37 21’15"E 454.49’ N0414’09"E18.35’ N0426’38"E123.90’ N0408’31"E158.47’ S 6 3 4 5 ’3 5 "W 16 7 .5 7 ’ N2 6 5 5 ’5 6 "W 8 7 .6 5 ’ N 0 8 0 1’4 0 "W S 8 0 11’2 9" W 2 0 2.2 5’ N8548’05" W 89.26’ N8602’00" W 14.81’ S 8 0 13’19" W 5 8.0 0’ N7717’42" W 59.67’ S1133’45"W S0232’38"W44.81’ S32 52’40"W81.60’ S1229’02"W100.12’ N4130’15"E 293.60’ S6106’00"W 94.16’S8048’42"W 178.65’N3341’00"W110.00’ P RIV A T E R/ W E AS E M E NT AS IN P B 1 P G 4 40.00’ 16 .0 0 ’ EX IS T ING R /W EX IST ING R /W 40.00’ E X IS T IN G R / W E X I S T IN G R / W EXISTING R/W EXISTING R/W S29 16’47"W95.50’ A N D A N N E S . C A V IN E S S W IL L IA M B . C A V IN E S S T A M M Y A . C A L D W E L L D A V ID W . C A L D W E L L A N D D B 19 2 P G 7 3 6 D B 18 0 P G 3 1 D B 18 0 P G 2 9 D B 17 3 P G 4 3 0 D B 15 7 P G 8 8 7 AND ANNE S. CAVINESS W ILLIAM B. CAVINESS W I N S T O N S A L E M , I N C C O M P A N Y O F C O L O N I A L R E A L E S T A T E D B 2 3 5 P G 1 5 0 7 D B 1 3 6 P G 5 0 1 D B 1 3 2 P G 4 0 P B 1 P G 5 8 P B 1 P G 4 C O N S T R U C T I O N C O M P A N Y J A M E S C A L D W E L L PB 1 PG 58DB 208 PG 709DB 193 PG 903DB 141 PG 825PB 1 PG 58DB 208 PG 709DB 193 PG 903DB 141 PG 825 P A T S Y B . M U R P H Y A N D W A D E H . M U R P H Y D B 1 1 1 P G 2 6 6 D B 2 5 0 P G 6 7 0 J A N E T M A R I E O S B O R N E A N D & J A N E T O S B O R N E T H O M A S W A Y N E S28 06’39"W S OLIDIRON 1 5 1 6 1 7 1 8 2 0 21 2 1 1 2 1 2 2 1 3 2 1 4 216 23 T O N Y B R O W N CENTRAL TELEPHONE COMPANY D W A Y N E M I L E S , J R . A N D J A N E T P . M I L E S D WAYNE MILES, JR. AND JANET P. MILES OLDE BEAU GENERAL PARTNERSHIP D B 1 4 4 P G 8 8 1 D B 2 6 4 P G 1 9 P B 6 P G 5 8 DB 74 PG 448 D B 2 7 3 P G 7 6 8 D B 1 6 6 P G 2 0 3 P B 4 P G 3 5 DB 149 PG 802 D B 8 9 P G 2 3 7 P B 1 P G 4 P B 1 P G 4 D B 1 8 0 P G 5 6 4 P B 1 P G 4 1 4 74.29’ EIP-COR 74.29’ R/W -COR 1 4 R O A R I N G G A P I N C O R P O R A T E D 215 DB 135 PG 796MARGARET R. BOGGSRAYMOND G. BOGGS AND H E I R S W A R R E N S . P A T T O N , 20.89’+46.76 21.78’ +75.88 2 6 . 8 9 ’ + 9 0 . 8 9 19 . 9 0 ’ + 4 4 . 9 1 13.49’+70.11 2 3 .4 8 ’ + 2 3 .9 8 1 7 F R E E M A N S H E I L A M A E H O L B R O O K D B 2 7 3 P G 7 6 8 F R E E M A N S H E I L A M A E H O L B R O O K 16 6 .7 2 ’ E IP -E IP 2 .6 5 ’ R /W -E IP CSSta. 49+38.91 50 STSta. 51+38.91 55 PT Sta. 11+06.42 PT Sta. 12+01.93 PC Sta. 12+43.59PT Sta. 13+31.04 PT Sta. 14+42.19 PT Sta. 15+03.46 -Y5.1-POC Sta. 58+81.87 -L-PCPT PC PCPT -Y5- - Y 4 - - L - P O C S t a . 4 7 + 4 2 . 0 0 - Y 4 - P C S t a . 1 0 + 5 2 . 7 5 - Y 4 - P O T S t a . 1 0 + 0 0 . 0 0 P T P C P OT -Y4--Y4 - -Y5-POT 10+00.00 -Y5- - L - - L - 4 5 PI Sta 10+93.77 D L = 25.30’T = 12.65’R = 1,145.92’PI Sta 11+87.92 D L = 28.01’T = 14.01’R = 1,145.92’PI Sta 12+87.44 D L = 87.45’T = 43.85’R = 477.46’PI Sta 14+01.03 D L = 82.38’T = 41.21’R = 954.93’PI Sta 14+81.34 D L = 47.08’T = 24.96’R = 57.30’POT Sta. 10+00.00 PC Sta. 10+81.12 PC Sta. 11+73.91PC Sta. 13+59.81 PC Sta. 14+56.38 D L = 4 6 . 2 1 ’ T = 2 3 . 5 7 ’ R = 9 5 . 4 9 ’ - Y 4 - P T S t a . 1 0 + 9 8 . 9 6 - Y 4 - P I S t a 1 0 + 7 6 . 3 2 - Y 4 - P O T S t a . 1 1 + 6 2 . 5 4 = - Y 4 - P O T S T A . 1 1 + 6 2 . 5 4 = - L - P O C S T A . 4 7 + 4 2 . 0 0 G R A U 3 5 0 SEE X-SECTIONSPROPOSED ROCK FILL IN POND 1 0 ’ R 3 0 ’ R 3 0 ’ R Beg. Retaining Wall 56+15.00 DISTURBDO NOT4’ CONC. DITCH B E G I N E X P R E S S W A Y G U T T E R S T A . 5 0 + 5 0 . 0 0 END EXPRESSWAY GUTTER STA. 56+25.00 ( S I G N ) D I S T U R B D O N O T 2004 / 2030 ADT 2/3 1/2 35/6336/65-Y5- GREEN HOUSE RD 1-/1- 6 0 ’ 60’55’ 60’ 55’ 4 5 + 5 7 .0 0 4 5 + 6 8 . 0 0 4 7 + 4 1 . 0 0 4 7 . 0 0 4 7 + 5 1 . 0 0 4 9 + 8 0 . 0 0 5 0 + 1 5 . 0 0 4 2 . 0 0 53+65.00 67.00 4 7 + 0 0 . 0 0 4 8 + 2 2 . 0 0 1 5 . 0 0 1 5 . 0 0 4 5 + 8 0 . 0 0 4 6 + 3 5 . 0 0 3 0 . 0 0 1 0 + 8 1 . 0 0 4 8 + 2 5 . 0 0 4 8 + 0 0 . 0 0 3 9 . 0 0 53+45.00 38.00 5 1 + 0 0 . 0 0 4 1 . 0 0 5 0 + 5 0 . 0 0 4 3 . 0 0 5 1 + 5 0 . 0 0 4 0 . 0 0 5 0 + 4 5 . 0 0 4 0 . 5 0 1 0 + 2 4 . 0 0 - Y 4 - 1 0 + 8 0 . 0 0 - Y4 - 1 0 + 7 8 . 0 0 1 0 + 2 4 . 0 0 56+15.44 30.0056+13.47 25.00 52+42.00 25.0052+41.41 30.00 4 5 + 2 0 . 0 0 5 1+ 7 5 .0 0 8 3 .0 0 5 2 + 6 5 .0 0 8 2 .0 0 5 1+ 0 0 .0 0 4 4 .0 0 4 5 + 5 0 . 0 0 4 9 . 0 0 4 5 + 8 0 . 0 0 4 4 . 0 0 R \ W R \ W R \ W 6 5 . 0 0 R \ W R \ W R \ W , 1 5 . 0 0 R \ W , 1 5 . 0 0 4 6 . 4 8 P L 6 6 . 8 9 P L 4 8 . 0 4 P L 3 4 . 5 5 P L 53+00.00 36.0054+00.00 35.0057+00.00 32.00 56+20.00 32.0031.84PL55+50.00 29.00 5 2 + 5 0 . 0 0 34.00 4 5 . 0 0 4 5 + 3 2 . 0 0 4 0 . 0 0 4 2 ’, 5 7 ’ 4 2 ’ , 5 8 ’ R \ W 4 3 . 3 9 C F C F C C F C F F C F C C C C C C F F F FFF C C C F F F F F F FFFFFF 24" 24" 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 11 S.Y. FILTER FABRICRIP RAP WITH3 TONS CLASS ’B’ H E A D W A L L R E M O V E RETAIN OTCB SEE DETAILBEHIND RET.WALL4’ CONC. DITCH 7 - 4 7-10 7 - 5 7 - 7 7-11 2 G I - A 18"18" 7 - 9 7 - 8 24"JB7-12REM.JB 18 " 18 " 1 8 " R E M . 7 - 1 7 - 2 7 - 3 FLAT GRATETBDI W/FLAT GRATETBDI W/FLAT GRATETBDI W/ R E M O V E RETAIN R E T A I N 18"7-13PAVED SHLDR 7 - 6 F L A T G R A T E T B D I W / 1 5 " C O LLA R A N D E XT E N D Earth Fill Rock FillTo BermExistingProposed2:13.0’1.0’1.5:1( Not to Scale)ROCK FILL IN POND 2806.0N.W.S. Elev.=Elev.= 2807.0 FROM STA. 53+70 TO STA.57+20DETAIL 20AND DETAIL 20 4 5 . 0 0 R \ W + 1 5 . 0 0 4 5 . 0 0 R \ W + 3 5 . 0 0 6 5 . 0 0 R \ W + 2 5 . 0 0 6 5 . 0 0 R \ W + 4 5 . 0 0 7 0 . 0 0 R \ W + 3 0 . 0 0 70.00R\W+55.0057+00.00End Retaining Wall 7-147-147-157-167-16 4 5 . 0 2 P L FLAT G RA TE TBD I W / 7 5 S . Y . F I L T E R F A B R I C R I P R A P W I T H 4 0 T O N S C L A S S ’ I ’ S E E S T R U C T U R E P L A N S W I T H 4 ’ x 9 ’ R C B C R E C O N D I T I O N E X I S T I N G C U L V E R T A N D E X T E N D 1 5 ’ 4’x9’ RCBCUSTDO NOT DISTURB TANK - B L- 23 39+ 73. 55 PI N C 8 + 46. 84 P O T 7+08.36 PINC -BY2- 82 5+00.00 POT -BY2- 81 5 0 + 8 0 . 0 0 3 0 . 0 0 5 0 + 2 0 . 0 0 3 0 . 0 0 5 0 + 8 0 . 0 0 3 0 . 0 0 5 1+ 3 8 . 9 1 3 0 . 0 0 5 0 + 2 0 . 0 0 3 0 . 0 0 4 9 + 3 8 . 9 1 3 0 . 0 04 9 + 3 8 . 9 1 3 0 . 0 0 5 1+ 3 8 . 9 1 3 0 . 0 0 NAD 83 28’ 24’ 33’ HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet8.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS8R-3101 MATCH LINE -L- STA. 57+00 SEE SHEET 7 MATCH LINE -L- STA. 69+00 SEE SHEET 9 F O R - L - P R O F I L E S E E S H E E T 4 9 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 5 - P R O F I L E S E E S H E E T 6 9 5 9 + 2 5 . 0 0 E n d R e t a i n i n g W a l l Y - 5 1 4 + 0 0 . 0 0 B e g . R e t a i n i n g W a l l D I S T U R B D O N O T CB 18 "C M P 18"CM P 18 "C M P CB18"CMP18"CM PCB H W R O C K 6 - 4 6 "X 3 6 "C MP INV=2791.46 INV=2795.63INV=2795.67INV=2795.77INV=2799.98 IN V = 2 8 0 0 . 3 3 IN V = 2 8 0 1 . 2 9 I N V = 2 8 0 1. 9 9 INV=2 8 0 2 .5 6 IN V =2 8 0 2 .6 0 INV=2 8 0 2 .6 5 IN V =2 8 0 2 .7 4 INV=2 8 0 2 .8 4 INV = 2 8 0 2 .9 8 INV=2 8 0 4 .0 7 INV=2 8 0 4 .0 5 INV=2 8 0 4 .18 INV =2 8 0 4 .4 2 INV=2 8 0 4 .5 1 INV=2 8 0 4 .6 5 INV=28 0 4 .9 2 INV=2806 .35 INV=2810.00 INV=2 8 12 .3 7 INV=2815.50 INV=2 8 16 .2 4 INV =2 8 2 5 .9 8 INV =2829.87 12 " PLAST IC HW C O N C 15" CMP SCRUB 24" WD RAIL 2 S B K D W 6 8 6 9 W D W A L L 1S F D B S TB S T B S T 6 6 7 1 G R 1 2 " C M P 6 7 S C O N C WD DECK WD DECK WD DECK WD WALLW D W ALL 24" WD RAIL 7 2 7 3 74 R O C K W ALL W R O C K WA L L OLD BEAU BLVD BST 7 0 S C R U B COUNTRY CLUB RD BST 7576777879 CB15" HDPE15" HDPE15" HDPE15" HDPECBCBCB W.E .= 2 8 0 6 .0 W.E .= 2 7 9 8 .5 ROCK WALL D I H WROCK 6 - 4 6 "X 3 6 "C MP H W C O N C B ST SR 1178 G R E E N H O U SE R O A D T A N K S E P T IC T A IL L IN E S A P P R O X .L O C R/W EASEMENT AS IN DB 260 PG 1411R/W EASEMENT AS IN DB 260 PG 1411 PR IVATE R /W EASEMENT AS IN PB 8 PG 35 PR IVATE R /W EASEMENT AS IN PB 8 PG 35 E IP R E B A R E IP R E B A R EIP REBAR N 86 12’0 0" W 150.85’ N 7 7 5 7’ 0 3 " W 1 3 3. 7 1’ N 8 1 11’11" W 9 7.0 0’ N1150’44"E160.27’ N0140’11"W134.28’ N 3 3 47’0 0 "W 135 .0 6 ’ N 7 6 0 0 ’ 0 0 " W 1 4 4. 0 0 ’ N7600’00"W87.00’S16 48’00"W 1 6. 0 0’ 30.00’ 60.00’ EX ISTIN G R/W EX ISTIN G R /W E X I S T I N G P R I V A T E R/ W E X I S T I N G P R I V A T E R/ W A N D R A M O N A G . S P A R K S C A R R O L L D . S P A R K S A N D J U D Y E . P E N N I N G T O N J A M E S B R E N T P E N N I N G T O N D B 1 8 9 P G 4 2 1 D B 2 5 5 P G 1 1 8 5 O F W I N S T O N S A L E M , I N C C O L O N I A L R E A L E S T A T E C O M P A N Y D B 2 3 5 P G 1 5 0 7 D B 1 3 6 P G 5 0 1 D B 1 3 2 P G 4 0 P B 1 P G 5 8 P B 1 P G 4 & C O U N T R Y C L U B H I G H M E A D O W S G O L F D B 1 5 0 P G 8 0 2 D B 1 8 1 P G 6 2 2 CLUBGOLF & COUNTRYHIGH MEADOWS DB 150 PG 802DB 181 PG 622 2.05’ R/W -REBAR115.66’ R/W -R/W 2 3 2 4 2 52627 2 1 5 2 1 7 2 1 8 2 19 29 2 2 C E N T R A L T E L E P H O N E C O M P A N Y OLDE BEAU GENERAL PARTNERSHIP O L D E B E A U G E N E R A L P A R T N E R S H IP R . D A V I D C H A M B E R S A N D G L E N D A H . C H A M B E R S R A Y M O N D G . B O G G S A N D M A R G A R E T R . B O G G S ZDANKO PEROS AND DOREEN PEROS D B 7 4 P G 4 4 8 D B 17 7 P G 17 6 P B 1 P G 5 8 DB 149 PG 802 D B 1 4 9 P G 8 0 2 D B 1 1 0 P G 7 1 0 P B 1 P G 5 8 D B 1 3 5 P G 7 9 6 P B 1 P G 5 8 DB 260 PG 1411 2 9 . 0 0 ’ + 0 5 . 3 0 32.38’+46.89 23& COUNTRY CLUB HIGH MEADOWS GOLF DB 316 PG 13334.33’S 3852’00" E122.99’S 09 02’00" W226.68’S 00 22’00" E134.42’N 8903’56" W 128.13’ S 3113’47" W 54.20’ S 34 00’00" W115.41’ 60 65 PCSta. 68+38.63 P T P C P T P C -L--L- P I S t a 1 0 + 9 3 . 7 7 D L = 2 5 . 3 0 ’ T = 1 2 . 6 5 ’ R = 1 , 1 4 5 . 9 2 ’ P I S t a 1 1 + 8 7 . 9 2 D L = 2 8 . 0 1 ’ T = 1 4 . 0 1 ’ R = 1 , 1 4 5 . 9 2 ’ P I S t a 1 2 + 8 7 . 4 4 D L = 8 7 . 4 5 ’ T = 4 3 . 8 5 ’ R = 4 7 7 . 4 6 ’ P I S t a 1 4 + 0 1 . 0 3 D L = 8 2 . 3 8 ’ T = 4 1 . 2 1 ’ R = 9 5 4 . 9 3 ’ P I S t a 1 4 + 8 1 . 3 4 D L = 4 7 . 0 8 ’ T = 2 4 . 9 6 ’ R = 5 7 . 3 0 ’ P O T S t a . 1 0 + 0 0 . 0 0 P C S t a . 1 0 + 8 1 . 1 2 P T S t a . 1 1 + 0 6 . 4 2 P C S t a . 1 1 + 7 3 . 9 1 P T S t a . 1 2 + 0 1 . 9 3 P C S t a . 1 2 + 4 3 . 5 9 P T S t a . 1 3 + 3 1 . 0 4 P C S t a . 1 3 + 5 9 . 8 1 P T S t a . 1 4 + 4 2 . 1 9 P C S t a . 1 4 + 5 6 . 3 8 P T S t a . 1 5 + 0 3 . 4 6 - Y 5 . 1 - P O C S t a . 5 8 + 8 1 . 8 7 - L - - Y 5 - P I S t a 5 9 + 8 6 . 3 3 D L = 4 7 9 . 9 2 ’ T = 2 4 0 . 5 2 ’ R = 2 , 8 6 4 . 7 9 ’ - L - - Y 5 - P T S T A . 1 5 + 0 3 . 4 6 = - L - P O C S T A . 5 8 + 8 1 . 8 7 -Y5- P C S t a . 5 7 + 4 5 . 8 1 P T S t a . 6 2 + 2 5 . 7 3 PT PC 0100010230’R 5 0 ’ R 10’R10’R30’R 2 5 0 ’ T A P E R BE REMOVED PAVEMENT TO P A V E M E N T T O B E R E M O V E D 60’ 60’ 5 7 + 2 0 . 0 0 6 5 . 0 0 5 8 + 0 0 . 0 0 4 5 . 0 0 5 9 + 0 0 . 0 0 4 2 . 0 0 6 0 + 0 0 . 0 0 5 9 . 0 0 5 9 + 5 0 . 0 0 7 0 . 0 0 6 0 + 0 0 . 0 0 6 1 + 0 0 . 0 0 6 9 . 0 0 6 1 + 5 0 . 0 0 5 0 . 0 0 65+00.00 48.0067+00.00 37.0069+00.00 47.00 67+50.00 38.00 69+00.00 37.0065+61.78 68+00.0066+30.24 50.00 5 8 + 5 0 . 0 0 4 5 . 0 0 6 4 + 5 0 . 0 0 4 4 . 0 0 6 0 + 6 2 . 0 0 5 2 . 0 0 30.0045.00 2 9 . 0 6 7 . 3 1 - Y 5 - 1 3 + 2 7 . 6 9 - Y 5 - 1 3 + 5 4 . 4 5 5 9 + 7 9 . 0 0 3 0 . 0 0 5 7 + 1 1 . 0 0 3 0 . 0 0 5 3 . 3 0 5 0 .4 9 P L P L 47.00PLR\W 5 9 + 3 7 . 0 0 5 6 . 0 0 , D U E 1 3 + 8 4 . 0 0 4 5 . 0 0 1 3 + 5 6 . 0 0 R \ W R \ W , 8 1 . 0 0 C C C C C C C C C F C CCCCCFF C C C F C F C C C C C C C C C CC FFF F F F F F F F 18" F S RETAIN 2 T O N S C L A S S ’ B ’ R I P R A P W I T H 7 S . Y . F I L T E R F A B R I C 8 - 3 G RA D E TO D RAIN O TC B FS 1 8 " R E M . 8 - 4 W/ E L B’ S 18" C M P 8 - 6 8 - 2 8 - 7 8 - 1 8 - 5 18 " 2 G I - D 2 G I - A 2 G I - D 5 0 . 0 0 3 0 . 0 0 + 1 5 . 0 0 5 0 . 0 0 3 0 . 0 0 + 3 5 . 0 0 S E E D E T A I L B E H I N D R E T . W A L L 4 ’ C O N C . D I T C H P E S W / E L B ’ S 1 5 " C M P R E MOVERETAINMAINTAIN EXISTING SHOULDER RETAINRETAINRETAINRETAINRETAIN G R A D E T O D R A I N E L I M I N A T E C U T G R A D E T O D R A I N E L I M I N A T E C U T G R A D E T O D R A I N E L I M I N A T E C U T 20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 2 G I - A RETAINRETAIN 5 0 . 0 0 + 2 2 . 5 4 5 0 . 0 0 3 9 . 0 0 + 5 5 . 0 0 -BL- 24 52+30 .92 PINC -BL- 25 61+18.86 PINC 7+26 .34 POT 5+00 .00 POT 5+00.00 POT-BY3- 84 -BY4- 87 6+81.67 PINC 9 + 9 4 .6 6 P O T - B Y 4 - 8 8 11+13.36 PINC-BY5- 9013+30.92 POT (TRAV. M ON) ELEV=2790.41-T- T10 POT 5+00.00 B M3 2806.21 NAD 83 28’ 31’ SEE DETAIL 2-L- STA. 76+50 TO 82+00 RTBERM DITCH S E E D E T A I L 1 1 - L - S T A . 7 1 + 5 5 T O 7 2 + 3 0 R T L A T E R A L B A S E D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet9.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS9R-3101 M ATCH LIN E -L- STA. 69+00 SEE SHEET 8 M ATCH LIN E -L- STA. 81+00 SEE SH EET 10 F O R - L - P R O F I L E S E E S H E E T 4 9 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S 5+00.00 POT -BY5- 89 -BL- 26 74+37.82 PINC A A (12" SPIKE SET) ELEV=2784.13 -T- T12 POT 10+38.58 (12" SPIKE SET) ELEV=2788.78 -T- T11 POT 9+24.72 BM42815.65INV=2764.61 INV=2773.77 CUL7 CUL8 CUL2 CUL1 CUL3 CUL6 15"CMP 9 7 3 2 4 1 . 0 7 1 4 1 3 5 4 2 . 9 3 2 7 7 6 . 5 9 9 7 3 2 3 4 . 7 2 1 4 1 3 5 5 0 . 6 6 2 7 7 6 . 5 4 9 7 3 2 3 3 . 8 2 1 4 1 3 5 5 1 . 7 1 2 7 7 6 . 5 8 9 7 3 2 2 7 . 7 2 1 4 1 3 5 5 8 . 8 5 2 7 7 7 . 5 6 9 7 3 2 3 4 . 4 9 1 4 1 3 5 5 0 . 8 4 2 7 8 6 . 7 1 9 7 3 2 3 4 . 3 0 1 4 1 3 5 5 0 . 6 4 2 7 8 8 . 8 4 9 7 3 2 0 5 . 3 8 1 4 1 3 5 2 8 . 3 0 2 7 7 6 . 5 6 9 7 3 2 0 6 . 6 5 1 4 1 3 5 2 6 . 8 9 2 7 7 6 . 2 5 9 7 3 2 1 2 . 7 9 1 4 1 3 5 1 9 . 4 3 2 7 7 6 . 2 3 9 7 3 2 0 5 . 9 8 1 4 1 3 5 2 7 . 8 9 2 7 8 6 . 3 4 9 7 3 2 0 6 . 4 1 1 4 1 3 5 2 7 . 7 0 2 7 8 8 . 0 0 1 0 X 1 0 2 - B A R R E L C U L V E R T # 2 C E 2 C E 1 CUL5=NO ACCESS HW2 H W 1 HWCONC CUL4 C U L V E R T # 2 T W O B A R R E L S N O R T H E A S T E L E V . C U L 1 C U L 2 C U L 3 C U L 4 C E 1 H W 1 C U L 5 C U L 6 C U L 7 C U L 8 C E 2 H W 2 APPROXIMATEW.E. 2776.1APPROXIMATE APPROXIMATE 7 8 18 " H D P E 15 " H D P E C B C B B S T 8 0 8 2 8 5 S S 8 6 871SMTL BUS GR WD WALLBLK WALLWALLBLKWALLBLK WALLBLK 1S F B U S 2 S F B U S B S T 1S F B U S 7 2" W D C O N C 2SF B US BST W D S T E P S B S T 3 0 " C M P U S 2 1 15 " R C P S B S T 8 3 8 4 CONC CHURCH 1SF 10’ BST 88S89RED BIRD LANE BST BST1SF BUS S S BLK WALL72" CMP BST ROCK HWROCK HW M T L M T L M T L 15"CMP 1 0 X 1 0 2 - B A R R E L C U L V E R T # 2 8 1 70 PTSta. 72+93.05 75 TSSta. 76+74.61 SCSta. 77+74.6180 CSSta. 80+90.85 PIs Sta 81+24.19FLs = 100.00’LT = 66.67’ST = 33.34’-L--L- P I S t a 7 0 + 6 6 . 4 4 D L = 4 5 4 . 4 1 ’ T = 2 2 7 . 8 1 ’ R = 2 , 5 4 6 . 4 8 ’ PIs Sta 77+41.28 F Ls = 100.00’LT = 66.67’ST = 33.34’PI Sta 79+33.09 D L = 316.24’T = 158.48’R = 1,909.86’-L- S E = 0 . 0 2 R U N O F F = 5 9 ’ 02 01 00 01 02 02 1 0 ’ R 1 0 ’ R 25’R G R A U 3 5 0 G R A U 3 5 0 24’ A T - 1 G RA U 3 5 0 D I S T U R B D O N O T 60’ 60’ 7 1 + 9 0 . 0 0 7 2 + 2 5 . 0 0 5 8 . 0 0 7 3 + 0 0 . 0 0 4 4 . 0 0 7 4 + 0 0 . 0 0 3 7 . 0 0 7 4 + 5 0 . 0 0 3 8 . 0 0 7 5 + 0 0 . 0 0 3 3 . 0 0 4 0 . 9 0 7 5 + 0 0 . 0 0 5 9 . 0 0 7 5 + 5 0 . 0 0 1 0 8 . 0 0 7 6 + 0 0 . 0 0 3 7 . 0 0 7 5 + 5 0 . 0 0 3 7 . 0 0 7 6 + 0 0 . 0 0 1 3 2 . 0 0 78+50.00 33.0080+00.00 33.0080+00.00 45.00 81+00.00 85.00 7 6 + 5 0 .0 0 15 0 .0 0 7 7 + 0 0 . 0 0 1 2 3 . 0 0 77+50.00 118.0079+00.00 102.0080+00.00 91.00 7 1 + 0 0 . 0 0 7 2 + 5 0 . 0 0 6 8 . 0 0 7 2 + 7 5 . 0 0 4 5 . 0 0 7 2 + 5 0 . 0 0 79+30.0079+60.00 7 1 + 2 5 . 0 0 7 0 + 5 0 . 0 0 7 2 + 2 7 . 5 0 7 2 + 0 0 . 0 0 7 0 . 0 0 6 9 + 0 0 . 0 0 3 7 . 0 0 4 5 . 0 0 , 3 0 . 0 0 3 0 . 0 0 4 5 . 0 0 5 5 . 0 0 , 3 0 . 0 0 3 0 . 0 0 5 5 . 0 0 7 6 + 5 0 . 0 0 4 0 . 0 0 77+00.00 40.0077+50.00 36.00 R \ W 45.00R\W45.00R\W 5 8 . 0 0 R \ W 4 5 . 0 0 P L 6 9 . 0 2 P L 3 7 . 0 0 P L 80+90.00 R\W, 47.00 7 4 + 4 2 . 0 0 C F C F C F C F C F CFCFCCFCFCFCFC C F F F F F F F F F F F FR/W EASEM ENT AS IN PB 6 PG 35R/W EASEM ENT AS IN PB 6 PG 35 R E B A R R E B A R R E B A R E IP R E B A R R E B A R N84 03’38" W 262.60’ N06 57’25"E142.72’S73 14’54" W 64.02’S15 06’34"W106.40’ N 7 1 1 3 ’ 1 1" W 3 2. 0 1’ S 7 2 0 9’4 8" W 13 6.5 7’ N 4 8 19 ’4 8 "W 6 6 .9 4 ’ S36 59’17"W 166.27’ S15 29’38"W 266.63’ REBAR-REBAR 11.49’ R/W -REBAR N30 35’47"E 273.09’ N 6 8 4 3 ’ 5 7 " W 4 0 0. 0 0 ’ 30.00’ E X IS T IN G R / W E X I S T I N G R / W N53 08 ’53 "E 2 8 4 .83 ’ S7926’27" W 105.54’ 50.00’ A N T I O C H M E T H O D I S T C H U R C H T R U S T E E S O F D B 1 7 5 P G 7 9 8 D B 2 3 4 P G 5 3 5 F E N C E N E A R C O N S T R U C T I O N W I T H O R A N G E S A F E T Y O U T L I N E H I S T O R I C B O U N D A R Y 2 9 3 0 3 1 32 Z D A N K O P E R O S A N D D O R E E N P E R O S O L D E B E A U G E N E R A L P A R T N E R S H I P OLDE BEAU GENERAL PARTNERSHIP HIGH MEADOWS GOLF & COUNTRY CLUB J A M E S S . M A S S E Y A N D N A N C Y C . M A S S E Y Z D A N K O P E R O S A N D D O R E E N P E R O S D B 1 4 9 P G 8 0 2 DB 149 PG 802 D B 2 6 0 P G 1 4 1 1 20 .85 ’ +41.68 22.24’+05.00 2 3 23 N 12 09’28" E 145.75’ N 27 50’48" E 296.11’ D B 3 0 1 P G 6 0 6 D B 9 1 P G 1 7 0 DB 123 PG 80 RETAIN 1 8 " P E S V A R. STAKE SLOPE 5 . 0 ’ 5 . 0 ’ D 2:1 d F i l t e r F a b r i c LIMITS CLEARING ( N o t t o S c a l e ) B E R M D I T C H 1 0 . 0 ’ V . C . 3 ’ D E T A I L 2 M a x . d = 1 F t . M i n . D = 1 F t . 5 . 0 ’ T y p e o f L i n e r = C L A S S B R I P R A P M A I N TA I N E XI S TIN G S H O U LD ER RE T A I N R E T A I N - L - S T A . 7 6 + 5 0 T O 8 2 + 0 0 R T 1 8 " DETAIL 11 LATERAL BASE DITCH( Not to Scale)Natural Ground2:1D BbFill Slope d2:11"/Ft.Type of Liner= PSRMb= 5 Ft.B= 4 Ft.Max. d= 1 Ft.Min. D= 1.5 Ft. 1 @ 6 0 ’ , 2 4 " C O R E D S L A B B R I D G E 1 @ 2 5 ’ , 2 1 " C O R E D S L A B B R I D G E C U L V E R T R E M O V E R E M O V E 7 S Y F F 2 T O N S R I P R A P C L A S S B 9 - 1 T B D I W / F L A T G R A T E W / E L B O W S 1 5 " C S P +50 1 0 ’ T A P E R R T F S B G E N D B R I D G E T O 7 2 + 2 0 - L - R T +40 9 - 2 9 - 3 -L- STA. 71+55 TO 72+30 RTNAD 83 28’ 28’ S E E D E T A I L 3 - L - S T A . 8 5 + 0 0 T O 8 6 + 5 0 R T C U T D I T C H S E E D E T A I L 2 - L - S T A . 7 6 + 5 0 T O 8 2 + 0 0 R T B E R M D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet10.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS10R-3101 M ATCH LIN E -L- STA. 81+00 SEE SH EET 9 MATCH LINE -L- STA. 93+00 SEE SHEET 11 F O R - L - P R O F I L E S E E S H E E T 5 0 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S W.E. 2759.3 APPROXIMATE 8 9 C O L U M N R O C K RED BIRD LANE BST 9 0 9 1 72" CMP GOLF CAR T P AT H B S T 9 3 M T L 9 4 R O C K H W R O C K H W 9 5 9 6 97 98 99 100SWS 101BUS1.5S BST 15" C M P 18"CM P H W R O C K BLK G36" OAK 5 + 0 0 . 0 0 P O T - B Y 6 - 9 2 8 + 3 6 . 7 5 P O T -BL- 27 82+05.51 POT -B L - 2 6 7 4 + 3 7 . 8 2 P IN C B M42815.65 INV=2 7 5 9 .8 4 INV=2 7 5 9 .8 3 I N V = 2 7 6 6 . 5 8 INV=2769.26 I N V = 2 7 7 0 . 0 6 INV=2771.09 INV=2 7 6 4 .6 0 INV=2772.36 INV=2 7 7 2 .3 5 INV=2772.78 INV = 2 7 7 6 .5 2 INV=2 7 7 9 .8 4 I N V = 2 7 8 1. 5 7 I N V = 2 7 8 1. 9 6 15" C M P 18"CM P 18"CM P 72"CMP 18"CMP 18"CMP 7 3 "X 5 5 "C MP H W R O C K H W R O C K 1 5 " C M P HWROCK HW C O N C CSSta. 80+90.85 STSta. 81+90.85 85 TSSta. 85+27.51 SCSta. 87+27.51 CSSta. 89+75.1190 STSta. 91+75.11 P I s S t a 8 6 + 6 0 .9 9 F L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 4 8 ’ S T = 6 6 . 8 0 ’ P I S t a 8 8 + 5 2 .6 4 D L = 2 4 7 . 6 1 ’ T = 1 2 5 . 1 3 ’ R = 6 9 4 . 4 9 ’ P I s S t a 9 0 + 4 1.9 1 F L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 4 8 ’ S T = 6 6 . 8 0 ’ - L - -L- 24’ 24’ G R A U 3 5 0 GRAU 350 40’R DISTURBDO NOT 60’ 60’ 8 3 + 5 7 . 0 0 4 7 . 0 0 8 3 + 0 0 . 0 0 9 7 . 0 0 8 3 + 5 0 . 0 0 9 6 . 0 0 8 4 + 0 0 . 0 0 8 8 . 0 0 8 7 + 0 0 . 0 0 5 1 . 0 0 8 7 + 5 0 . 0 0 7 3 . 0 0 8 8 + 0 0 . 0 0 7 0 . 0 0 8 8 + 5 0 . 0 0 5 5 . 0 0 90+00.00 50.0091+00.00 49.00 93+00.00 41.00 8 1 + 0 0 . 0 0 8 5 . 0 0 8 1 + 5 0 . 0 0 7 3 . 0 0 91+40.0091+70.00 91+00.0089+50.00 43.00 8 9 + 0 0 . 0 0 4 2 . 0 0 8 9 + 0 0 . 0 0 52.00 8 7 + 0 0 . 0 0 6 2 . 0 0 8 4 + 5 0 . 0 0 4 6 . 0 0 8 5 + 4 5 . 0 0 4 3 . 0 0 6 9 . 0 0 8 6 + 0 0 . 0 0 8 6 + 5 0 . 0 0 6 0 . 0 0 8 2 + 5 0 . 0 0 7 6 . 0 0 8 2 + 0 0 . 0 0 5 5 . 0 0 93+00.00 8 4 + 8 0 . 0 0 8 6 + 6 0 . 0 0 91+00.00 49.00 55.00R\W50.00R\W58.0050.00R\W 5 5 . 0 0 R \ W 5 0 . 0 0 R \ W + 6 5 . 0 0 5 0 . 0 0 R \ W + 8 5 . 0 0 59.74PL57.95PL 5 5 . 0 0 89+20.00 R\W 60.00 91+35.00 76.00 91+46.00 76.0091+44.00 59.00 C F C F C F C F C F C F C F C F C F F F C F C F C F C F C F CF CF CF CF CF CF CC CC C C C R/W EASEM ENT AS IN PB 6 PG 35 R/W EASEM ENT AS IN PB 6 PG 35 PKNAILEIP EIP REBARN6359’25"E 175.09’N2541’43"W156.87’S7735’39"W N6359’25"E 37.91’ 3 0.0 0’ 40.00’ E X I S T I N G R/ W E XI S T I N G R/ W DB 172 PG 933DB 204 PG 853 2 3 35 36 HIGH MEADOWS GOLF & COUNTRY CLUB JOHN A. HARMON O L D E B E A U G E N E R A L P A R T N E R S H I P JERRY W. SADDLER H I G H M E A D O W S G O L F & C O U N T R Y C L U B DB 277 PG 110 D B 1 4 9 P G 8 0 2 20.77’+32.82 3 2 D B 12 3 P G 8 0 DB 123 PG 8032 86.80’ R/W-EIP 20.43’ PKNAIL-R/W 24" 18" 24"18"FS F S FS7 S.Y. FILTER FABRICRIP RAP WITH2 TONS CLASS ’B’ 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ H E A D W A L L R E M O V E H E A D W A L L R E M O V E HEADWALLREMOVE P E S P E S PES14 S.Y. FILTER FABRICRIP RAP WITH5 TONS CLASS ’B’ V A R. STAKE SLOPE 5 . 0 ’ 5 . 0 ’ D 2:1 d F i l t e r F a b r i c LIMITS CLEARING ( N o t t o S c a l e ) B E R M D I T C H 1 0 . 0 ’ V . C . 3 ’ D E T A I L 2 M a x . d = 1 F t . M i n . D = 1 F t . 5 . 0 ’ T y p e o f L i n e r = C L A S S B R I P R A P Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . 1 0 - 1 1 0 - 2 1 0 - 3 1 0 - 4 10-5 10-6 2 G I - D 2GI-D W / E L B O W S 1 8 " C S P B D O - L - S T A . 7 6 + 5 0 T O 8 2 + 0 0 R T - L - S T A . 8 5 + 0 0 T O 8 6 + 5 0 R T 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min.GIetc. C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2’1.0’ Max. D E T A I L 1 9 REMOVE PES 4 8 . 0 0 R \ W + 9 0 . 0 0 4 8 . 0 0 R \ W + 2 0 . 0 0 4 5 . 0 0 R \ W + 9 0 . 0 0 4 5 . 0 0 R \ W + 1 0 . 0 0 5 5 . 0 0 R \ W + 6 5 . 0 0 5 5 . 0 0 R \ W + 8 5 . 0 0 60.00R\W+15.00 60.00R\W+45.00 3 5 . 0 0 R \ W + 8 0 . 0 0 35.00R\W+00.0045.00R\W+80.00 45.00R\W+00.00 35.00R\W+65.0035.00R\W+45.00 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 10-7 8 5 + 2 7 .5 1 3 0 .0 0 8 6 + 0 3 .0 0 3 0 .0 0 8 6 + 7 8 .0 0 3 0 .0 0 8 7 + 2 7 .5 1 3 0 .0 0 8 7 + 2 7 .5 1 3 0 .0 0 8 6 + 7 8 .0 0 3 0 .0 0 8 6 + 0 3 .0 0 3 0 .0 0 8 5 + 2 7 .5 1 3 0 .0 0 89+75.1130.0090+50.0030.00 91+25.0030.0091+75.1130.0091+75.1130.0091+25.0030.0090+50.0030.0089+75.1130.00NAD 83 28’ 28’SEE DETAIL 3-L- STA. 102+00 TO 103+00 RTCUT DITCHHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet11.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS11R-3101 MATCH LINE -L- STA . 93+00 SEE SHEET 10 M ATCH LIN E -L- STA. 105+00 SEE SHEET 12 F O R - L - P R O F I L E S E E S H E E T 5 0 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S 1S F D B U S 1S B L K 1 0 2 1 0 5 1 0 4 10 3 G R W. E . 2 7 5 0 . 9 W.E. 2761. 6 W. E . 2 7 5 7 . 4 S C R U B S C R U B W.E. 2747.6 BST 1 0 9 COUNTRY DOWNS AVENUE BST GR1.5 S D 3 6 " WD 10 7 10 6 10 8 48" W W S P O N D P O N D 1 1 0 1 1 1 5 S B W B S T 115 1 1 3 114SOIL W D DOCK 1171SFD119 118 BST 1.5SFD 5SBW 5SBW116 W 1 1 2 E A R T H D A M S -BL- 28 89+55.75 PINC 5+00.00 POT 7 + 7 1.3 9 P O T -B Y 7 - 9 5 T1-201 POT 5+00.00 (60D NA IL SET) ELEV =2752.16’ (TRAV. MON.) ELEV=2765.87’ = -T1- 28 PINC 7+99.74 CUL3CUL4 CUL1CUL2CE2CE1HW2HW1 IN V =2 7 6 3 .6 9 INV= 2 7 6 4 .7 5 INV=2 7 6 5 .4 3 INV=2 7 6 5 .8 7 3 0" C M P 15 "C MP 9 7 5 2 5 8 . 6 9 1 4 1 1 5 3 2 . 7 0 2 750.75 9 7 5 2 6 2 . 3 6 1 4 1 1 5 2 9 . 8 3 2750.75 9 7 5 2 6 0 . 8 6 1 4 1 1 5 3 0 . 9 7 2755.74 9 7 5 2 5 9 . 9 2 1 4 1 1 5 3 1 . 0 5 2757.45 9 7 5 2 3 2 . 7 2 1 4 1 1 4 9 9 . 9 5 2750.04 9 7 5 2 2 9 . 7 7 1 4 1 1 5 0 3 . 0 2 2750.09 9 7 5 2 3 1 . 5 5 1 4 1 1 5 0 1 . 4 9 2755.11 9 7 5 2 3 1 . 6 2 1 4 1 1 5 0 1 . 6 7 2756.78 5 ’ X 5 ’ C U L V E R T #3 C U L V E R T # 3 O N E B A R R E L N O R T H E A S T ELEV. C U L 1 C U L 2 C E 1 H W 1 C U L 3 C U L 4 C E 2 H W 2 95 P C S t a . 9 6 + 0 1.8 6 100 PTSta. 100+74.52 105 DP I S t a 9 8 + 4 0 .0 9 L = 4 7 2 .6 7 ’ R = 1,5 2 7 .8 9 ’ T = 2 3 8 .2 4 ’ - L - - L- 1 0 P OT S ta . 11+ 5 0 .0 0 - D 1 - P O T S t a . 1 0 + 0 0 . 0 0 - L - P T S t a . 9 5 + 8 1 . 4 7 5 ’ R G R A U 3 5 0 GRAU 350 24’ 24’ 3 0 ’ R 5 ’ R 3 0 ’ R S HIF T 15 0 ’ 15’9’SHIFT TAPER300’ 15’9’ 60’ 60’ 9 3 + 0 0 . 0 0 9 3 + 5 0 . 0 0 4 3 . 0 0 9 4 + 5 0 . 0 0 4 5 . 0 0 9 5 + 5 5 . 0 0 5 0 . 0 0 1 0 1 + 0 0 . 0 0 102+45.00 51.00 103+50.00 113.00 104+00.00 122.00104+50.00 117.00 105+00.00 103.00 1 0 0 + 0 0 . 0 0 9 3 + 0 0 . 0 0 5 5 . 0 0 9 6 + 2 2 . 0 0 9 3 + 5 0 . 0 0 4 3 . 0 0 9 4 + 8 0 . 0 0 1 1 + 0 0 . 0 0 - D 1 - 1 1 + 0 0 . 0 0 - D 1 - 102+00.00 41.00101+50.00 41.00 1 0 0 + 5 5 . 0 0 6 2 . 0 0 , 5 0 . 0 0 101+03.00 67.00, 50.00 101+65.00 60.00, 50.00 R \ W , 5 0 . 0 0 65.0050.00R\W+15.00 R \ W R \ W 5 0 . 0 0 R \ W 3 0 . 0 0 P L 121.11PL103.44PL 3 0 . 0 0 P L R \ W , 4 1 . 0 0 9 3 + 6 0 . 0 0 4 7 . 0 0 9 3 + 5 4 . 0 0 8 2 . 0 0 9 3 + 6 4 . 0 0 8 4 . 0 0 9 3 + 7 1 . 0 0 4 9 . 0 0 9 6 + 5 0 . 0 0 4 0 . 0 0 9 5 + 6 0 . 0 0 9 6 + 5 5 . 0 0 9 6 + 6 3 . 0 0 9 2 . 0 0 9 6 + 7 3 . 0 0 9 1 . 0 0 9 6 + 6 5 . 0 0 R \ W R \ W 102+42.00 R\W 102+81.0075.00 102+91.00 90.00103+02.00 86.00102+76.00 R\W 3 0 . 0 0 R \ W R / W , 5 0 . 0 0 2 0 . 0 0 2 8 . 0 0 1 1 + 6 0 . 0 0 - D 1 - 3 0 . 0 0 1 1 + 6 0 . 0 0 - D 1 - 3 0 . 0 0 C C C C F C F C F C C C CCCCCCCC F F F F F F F FFF F F F CCCCC C C C C E I P P K N A I L R E B A R R E B A R REBAR REBAR REBARSOLIDIRONEIPREBAREIP N 2 5 16 ’4 3 "W 4 2 7 .4 0 ’ S 8 5 0 4’ 3 3" W 2 9 7. 2 8’ S8 3 5 4’ 3 1" W 2 9 3. 0 6’ S82 15’ 11"W 932. 84’ N2 0 2 2 ’4 0 "W 113 .7 1’ S8 4 2 5’ 5 4" W 7 9. 6 6’ R/ W- EI P 2 1. 3 1’ PK N AI L- R/ W N27 02’35"E72.62’ N46 51’32"E 182.00’ N 3 2 13 ’2 5 "W 14 5 .8 1’ N34 32’47"E49.46’N34 32’46"E223.55’N5312’55"W222.50’N6934’11"W104.89’N6934’12"W 20.49’N1110’10"E191.43’N8305’56"E 157.56’N6404’11"W123.31’N25 03’49"E176.00’N7806’11"E 20.23’N2530’47"E17.15’ N 2 5 16 ’4 2 "W 6 .8 2 ’ EA SEM ENT AS IN PB 9 PG 138 5 0 ’ PR IVATE R /W EASEMENT AS IN PB 9 PG 138 50 ’ PR IVATE R /W IN PB 4 PG 3530’ PRIVATE R/W AS SHOW NIN PB 4 PG 3530’ PRIVATE R/W AS SHOW NSHOWN IN PB 4 PG 3525’ RADIUS R/W AS 40.00’ 40.00’ E XIS T IN G R / W E X IS T ING R / W EXISTING R/W EXISTING R/W 30.00’N6619’57"W15.04’ D B 1 7 2 P G 9 3 3 D B 2 0 4 P G 8 5 3 AND LOIS ROYALL HUFFMANLOIS HUFFMANTHOMAS MONROE & D B 6 5 P G 5 0 5 D B 6 7 P G 3 7 0 D B 6 7 P G 1 0 9 D B 8 1 P G 6 2 5 3 6 3 7 3 8 3 9 4 0 4142 2 2 0 221 2 3 3 5 R O B E R T E . P R E L I C H J E R R Y W . S A D D L E R W. QUINCY ROYALL AND CORA LEE ROYALL A L E X A N D E R T . D A V I S O N S T E R L I N G C . C A R R O L L R O Y A L L F A M I L Y , L L C O L D E B E A U G E N E R A L P A R T N E R S H IP O L D E B E A U G E N E R A L P A R T N E R S H I P AND PATRICIA T. WOODIEJ. LARRY WOODIEDB 120 PG 484DB 238 PG 985 D B 2 4 2 P G 1 3 3 6 DB 120 PG 483 DB 274 PG 1139 D B 2 7 0 P G 8 9 2 D B 2 5 6 P G 5 3 2 D B 1 4 9 P G 8 0 2 D B 14 9 P G 8 0 2 J O H N A . H A R M O N D B 2 7 7 P G 1 1 0 2 1. 15’ +0 1. 7 9 25.00’+45.05 24.60’+21.81 3 6" RETAIN 1 1 - 1 1 1 - 2 Flatter 4:1 or SlopeDitchFront N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . 18 " 11-3ENDWALLCONC. - L - S T A . 1 0 2 + 0 0 T O 1 0 3 + 0 0 R T 54" CCFRPM 5 0 . 0 0 R \ W + 9 5 . 0 0 W I T H 5 4 " C C F R P M P I P E S L I P L I N E E X I S T . 5 ’ X 5 ’ C U L V E R T NAD 8 3 28’ 28’ S E E D E T A I L 3 - L - S T A . 1 0 7 + 4 0 T O 1 0 9 + 0 7 R T C U T D I T C H S E E D E T A I L 3 - L - S T A . 1 0 9 + 0 7 T O 1 0 9 + 8 0 R T C U T D I T C H S E E D E T A I L 4 E S T D D E = 3 5 0 C Y - L - S T A 1 1 2 + 2 0 T O 1 1 2 + 8 5 R T S T A N D A R D B A S E D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet12.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS12R-3101 MATCH LINE -L- STA. 105+00 SEE SHEET 11 M ATCH LIN E -L- STA. 117+00 SEE SH EET 13 FOR -L- PROFILE SEE SHEET 51 ALL DRIVEWAY RADII ARE 15’ UNLESS NOTED UNLESS OTHERWISE NOTEDALL R/W MONUMENTS HAVE A 30’ OFFSET NOTES RADIUS ON -Y- LINESTIE ALL PAVED SHOULDERS AT THE END OF THE FOR -Y6- PROFILE SEE SHEET 70SCRUB W.E . 2 74 7 .6 WG R G 1SFDHOLLY KNOLL ROAD BST 12 1 S S 6" BST CURB 6" BST CURB B S T 13 2 S S T A N K SS TA N K S M T L 12 2 12 3 13 1 13 4 13 3 1 3 5 S S T A N K S C O N C HW W 1 2 9 1 2 4 18" R C P SR 1512 HOLLY KNOLL ROAD GR 1SFD S S 1.5SFD W 12 5 1 2 0 B S T 13 6 137 SMTL S138140139SCOLUMNSROCKLITTLE BRIDGE LANE BST WITH CONC HWSTL/WD BRIDGE 4 X 4 1- B A R R E L C U L V E R T # 4 R O C K SIG N -BL- GPS R3101-9 99+67.88 PINC 5+00.00 POT - B Y 8 - 9 7 8 + 1 0 . 9 7 P O T -BL- GPS R3101-10 105+93.57 PINC (60D NAIL SET)ELEV=2747.86’T2-202 9+26.57 BM52767.34 (TRAV. MON.) ELEV=2748.83’ = -T2- 10 PINC 5+00.00 INV=2741.07 INV=2742.67 CUL1 CUL2 CUL4 CUL3 CE1 CE2HW1 HW2 INV=2 7 6 5 .3 0 INV = 2 7 6 7 .7 6 18"CM P 9 7 5 8 1 7 . 5 2 1 4 1 0 9 5 2 . 1 0 2 7 4 5 . 7 2 9 7 5 8 1 4 . 7 2 1 4 1 0 9 5 5 . 2 4 2 7 4 5 . 7 4 9 7 5 8 1 6 . 0 0 1 4 1 0 9 5 3 . 6 9 2 7 4 9 . 5 5 9 7 5 8 1 6 . 2 5 1 4 1 0 9 5 3 . 7 2 2 7 5 1 . 2 3 9 7 5 8 4 0 . 8 3 1 4 1 0 9 8 2 . 3 5 2 7 4 6 . 3 2 9 7 5 8 4 2 . 9 6 1 4 1 0 9 8 0 . 0 6 2 7 4 6 . 3 0 9 7 5 8 4 1 . 8 7 1 4 1 0 9 8 1 . 1 2 2 7 5 0 . 4 5 9 7 5 8 4 1 . 7 3 1 4 1 0 9 8 1 . 0 4 2 7 5 2 . 0 6 HWROCK IN V =2 7 9 3 .6 5 INV = 2 7 9 7 .3 715" CONC 15" C ONC C U L V E R T # 4 O N E B A R R E L N O R T H E A S T E L E V . C U L 1 C U L 2 C E 1 H W 1 C U L 3 C U L 4 C E 2 H W 2 105 110 PCSta. 111+55.91 115 P O T P O T P C P T-Y6- - L- - L- P I S t a 114 + 7 3 .9 3 D L = 6 2 7 .10 ’ T = 3 18 .0 2 ’ R = 1,5 2 7 .8 9 ’ - L - - L - P O T S T A . 1 0 5 + 9 3 . 4 8 - Y 6 - P O T S T A . 1 0 + 0 0 . 0 0 = P O T S t a . 1 0 + 0 0 . 0 0 = - L - P O T S t a . 1 0 5 + 9 3 . 4 8 P C S t a . 1 0 + 2 2 . 5 0 P I S t a 1 0 + 4 1 . 3 8 D L = 3 6 . 4 9 ’ T = 1 8 . 8 9 ’ R = 5 7 . 3 0 ’ P T S t a . 1 0 + 5 8 . 9 9 P O T S t a . 1 1 + 2 6 . 5 1 - Y 6 - 2 0’ R 10’R 100 ’ R G R A U 3 5 0 GRAU 350 24’ 24’ 2 0 0 4 / 2 0 3 0 A D T 1 - / 1 1 - / 2 1 - / 1 3 6 / 6 5 3 6 / 6 5 - Y 6 - H O L L Y K N O L L R D 60’ 60’ 1 0 5 + 0 0 . 0 0 1 0 3 . 0 0 1 0 5 + 5 0 . 0 0 4 7 . 0 0 1 0 8 + 0 0 . 0 0 4 6 . 0 0 1 0 9 + 0 0 . 0 0 4 9 . 0 0 1 0 9 + 5 0 . 0 0 4 4 . 0 0 1 1 2 + 0 0 . 0 0 4 4 . 0 0 113+45.00 48.00114+50.00 69.00115+00.00 76.00115+50.00 68.00116+00.00 51.00117+00.00 50.00 1 1 0 + 0 0 . 0 0 4 3 . 0 0 1 1 0 + 5 0 . 0 0 4 5 . 0 0 4 8 . 3 0 1 1 + 0 5 . 0 0 2 9 . 8 1 1 0 7 + 0 7 . 0 0 3 0 . 0 0 1 0 5 + 2 3 . 0 0 3 0 . 0 0 1 1 + 0 0 . 0 0 4 4 . 0 0 1 1 + 0 6 . 0 0 1 0 5 + 7 0 . 5 0 - Y 6 - 1 0 + 5 0 . 0 0 1 0 7 + 5 5 . 0 0 5 0 . 0 0 1 0 7 + 3 0 . 0 0 6 5 . 0 0 1 1 2 + 2 0 . 0 0 1 1 2 + 8 5 . 0 0 116+90.00 45.00 R \ W R \ W 5 0 . 0 0 R \ W + 0 0 . 0 0 5 0 . 0 0 R \ W + 2 0 . 0 0 5 0 .0 0 P L 3 0 . 0 0 P L 10 6 + 12 .0 0 10 6 + 2 4 .0 0 5 0 ’, 5 5 ’ 5 0 ’, 5 5 ’ 1 0 9 + 6 1 . 0 0 1 0 9 + 9 1 . 0 0 5 0 ’ , 7 0 ’ 5 0 ’ , 7 0 ’ P U E , 6 0 . 0 0 P U E , 6 0 . 0 0 PUER\W+60.00 PUER\W+90.00 C C F C F C F C F C F C F F F F C F C F C F C F C F C F C F CFCFC CFCFCFCFCCCF C C E IP E IP E IP R E B A R E IP E IP R E B A R N8305’56"E 157.56’ N 6 6 1 9 ’ 5 7 " W 6. 5 7 ’ R/ W- R E B A R 2 3 7. 1 3 ’ C O R- R/ W E IPS5300’00"W 262 .80’ EIP-COR 9.52’ R/W-EIP N0253’54"WN1330’59"E64.88’ N 23 0 6 ’47"W 53.30’ N 3 9 19 ’3 9 "W 6 0 .0 1’ N 5 4 14 ’ 2 8 " W 5 4 . 7 1’ N 6 4 5 1’ 4 3 " W 1 0 6. 0 7 ’ N 7 0 0 8’3 8 " W 14 4. 8 5’ N 7 1 2 2’3 9" W 14 3.3 8’ S0510’42"W IN PB 4 PG 35 30’ PRIVATE R/W AS SHOW N 60.00’EXISTING R/W EXISTING R/W N 6 6 1 9 ’ 5 7 " W 1 5. 0 4 ’ D B 6 5 P G 5 0 5 D B 6 7 P G 3 7 0 D B 6 7 P G 1 0 9 D B 8 1 P G 6 2 5 A N D N A N C Y H . S C H A N Z S T E P H E N J . S C H A N Z 4 3 4 4 45 2 2 2 3 9 A L E X A N D E R T . D A V I S O N WILBUR C. ROLLINS D B 1 6 6 P G 1 5 8 D B 2 2 2 P G 1 0 4 D B 2 7 0 P G 6 8 6 DB 91 PG 422334.85’ EIP-COR8.19’ R/W -EIP 36.97’ R/W-EIP60.29’ EIP-R/W 3 8 .4 5 ’ + 7 4 .2 1 20 .79’ +53 .52 5 2.6 4’ + 4 4.2 9 21.18’+26.73 J U D I T H C . H A R T G E O R G E A . H A R T , J R . R E V O C A B L E T R U S T 36"FS HEADWALLREMOVE P E S P E S G R A D E T O D R A I N 30" 1 2 - 1 1 2 - 2 Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H D E T A I L 4 B = 2 F t . M i n . D = 1 F t . 18 " 18 " 12-5 1 2 - 3 12-412-6 2GI-D - L - S T A . 1 0 7 + 4 0 T O 1 0 9 + 0 7 R T - L - S T A 1 1 2 + 2 0 T O 1 1 2 + 8 5 R T 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 80.00+10.00 30" R\W+65.0045.00R\W+90.00 8 0 . 0 0 R \ W + 0 0 . 0 0 4 0 . 0 0 R/ W + 0 0 . 0 0 4 0 . 0 0 R \ W + 2 0 . 0 0 45.00R\W+25.0028 S.Y. FILTER FABRICRIP RAP WITH11 TONS CLASS ’B’ E S T . 3 5 0 C U . Y D . D D E C U L V E R T W I T H 3 0 " P I P E S L I P L I N E E X I S T I N G 4 ’ X 4 ’ U ST NAD 83 28’ 28’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet13.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS13R-3101 MATCH LINE -L- STA. 129+00 SEE SHEET 14 M ATCH LIN E -L- STA. 117+00 SEE SH EET 12 F O R - L - P R O F I L E S E E S H E E T 5 1 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S S CR UB S CR UB SCRUB SCRUBSCRUB S CR UB S CR U B C O L U MN R O C K 14 1 14 2 1 4 3 14 4 4 8 " W W/ 1 S B W M T L 1 4 5 BST C O N C B R ID G E 1 4 6 14 7 14 8 149 150151HTR 15215" CMPGR BST-BL- 30 122+20.83 PINC -BL- 29 116+61.19 PINC (6 0 D N A IL S E T ) E L E V = 2 7 2 9 . 5 9 T 3 -2 0 3 PO T 5 + 0 0 . 0 0 (TRAV. M ON.)ELEV=2742.72= -T3- 29 PINC 7+36.69 BM6INV=2733.27 INV = 2 7 3 4 .3 2 I N V = 2 7 3 8. 7 8 INV= 2 7 3 8 .8 9 I N V = 2 7 3 9. 5 9 IN V = 2 7 4 0 . 1 3 24"CM P 18"CMP 18"CMP H W R O C K E IP N0253’00"E1406.58’ 40.00’ E X IS T IN G R / W E XIS T IN G R / W 4 6 46 4 5 J . D . S M I T H A N D L O U I S E B R O O K S S M I T H J. D. SMITH AND LOUISE BROOKS SMITH W I L B U R C . R O L L I N S D B 1 5 3 P G 5 0 3 DB 153 PG 503 D B 9 1 P G 4 2 2 4 7 D A N IE L J . B U C K L E , J R . A N D F R A N C E S S . B U C K L E D B 18 2 P G 118 PTSta. 117+83.00 PCSta. 119+32.71 120 125 PCCSta. 125+86.20 - L - P I S t a 1 2 2 + 6 8 . 6 1 D L = 6 5 3 . 4 9 ’ T = 3 3 5 . 9 0 ’ R = 1 , 1 4 5 . 9 2 ’ P I S t a 1 2 7 + 8 7 . 2 0 D L = 4 0 0 . 0 0 ’ T = 2 0 1 . 0 0 ’ R = 1 , 6 3 7 . 0 2 ’ - L - G R A U 350 24’ 24’ G R A U 3 5 0 5’R 10’R 60’ 60’ 1 1 7 + 5 0 . 0 0 1 4 6 . 0 0 1 1 7 + 9 5 . 0 0 2 2 5 . 0 0 1 2 2 + 5 0 . 0 0 1 0 7 . 0 0 1 2 3 + 5 0 . 0 0 8 9 . 0 0 1 2 4 + 0 0 . 0 0 7 8 . 0 0 1 2 4 + 5 0 . 0 0 7 6 . 0 0 1 2 5 + 0 0 . 0 0 7 8 . 0 0 126+50.00 97.00127+50.00 89.00 128+00.00 68.00 129+00.00 65.00129+00.00 36.00 1 2 2 + 9 0 . 0 0 1 1 9 + 8 0 . 0 0 1 1 7 + 0 0 . 0 0 5 0 . 0 0 1 1 8 + 5 0 . 0 0 2 1 2 . 0 0 1 1 9 + 0 0 . 0 0 2 2 9 . 0 0 1 9 4 . 0 0 1 1 9 + 5 0 . 0 0 1 8 0 . 0 0 1 2 0 + 0 0 . 0 0 1 2 1 + 5 0 . 0 0 1 0 0 . 0 0 1 2 2 + 0 0 . 0 0 9 0 . 0 0 1 2 3 + 0 0 . 0 0 128+50.00 74.00 1 1 9 + 9 0 . 0 0 1 1 9 + 4 0 . 0 0 7 5 , P U E 7 0 . 0 0 R \ W 5 0 . 7 9 P L 2 2 3 . 2 7 P L 3 0 . 0 0 P L 1 1 0 . 0 0 4 5 . 0 0 7 5 , P U E 1 2 0 + 4 5 . 0 0 1 2 0 + 5 5 . 0 0 7 5 ’ , 5 9 ’ 7 5 ’ , 5 7 ’ 1 2 2 + 4 5 . 0 0 4 8 . 0 0 1 2 2 + 4 6 . 0 0 7 9 . 0 0 1 2 2 + 5 6 . 0 0 7 9 ’ , 4 8 ’ 1 2 4 + 5 0 . 0 0 3 9 . 0 0 125+45.00 125+55.0048’, 78’48’, 78’127+50.00 40.00 128+73.00 R\W, 43’ C C F C F C F C F C F C F C F C F C F C F C F C F C F C F C F C F CF CF CF CF CF CCF CF CF 24" 18" 18" F S FS 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ 7 S.Y. FILTER FABRICRIP RAP WITH2 TONS CLASS ’B’ F S REM . P E S PES 1 3 - 1 1 3 - 2 1 3 - 5 1 3 - 6 1 3 - 7 13-8 2 G I - D 2 G I - D 2 G I - D 5 0 . 0 0 + 1 0 . 0 0 1 3 - 3 R E M O V E H E A D W A L L C O N C . E N D W A L L 2 4 " C M P W / E L B O W S 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min.GIetc. C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 B D O 15" 1 3 - 4 4 5 . 0 0 R \ W + 9 0 . 0 0 4 5 . 0 0 R \ W + 2 5 . 0 0 4 5 . 0 0 R \ W + 5 0 . 0 0 R \ W + 2 0 . 0 0 3 5 . 0 0 R \ W + 2 0 . 0 0 4 5 . 0 0 R \ W + 3 5 . 0 0 4 5 . 0 0 R \ W + 6 0 . 0 0 3 5 . 0 0 R \ W + 4 0 . 0 0 4 5 . 0 0 R \ W + 8 5 . 0 0 45.00R\W+05.00 35.00R\W+90.00 3 5 . 0 0 R \ W + 7 0 . 0 0 NAD 83 28’ 28’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet14.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS14R-3101 M ATCH LIN E -L- STA. 129+00 SEE SH EET 13 M ATCH LIN E -L- STA. 141+00 SEE SH EET 15 F O R - L - P R O F I L E S E E S H E E T 5 2 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 7 - & - Y 8 - P R O F I L E S S E E S H E E T 7 0 -BL- 32 132+35.79 PINC -BL- 31 127+29.02 PINC 5+00.00 POT -BY9- 98 9+48.25 POT 5+00.00 POT -BY10- 101 8+66.25 POTINV=2704.85 INV=2705.53INV=2705.97’15" RCP INV=2706.27’ INV=2706.40 INV=2706.96 IN V = 2 7 12 . 2 8 I N V = 2 7 12 . 10 I N V = 2 7 19 . 8 3 INV=2720.30 I N V = 2 7 2 1. 0 6 INV=2723.72 INV=2746.60 18"CMP 30"CMP 18 "CM P 30"CONC.DI H W R O C K H W R O C K HW R O C K 15" CMP18" CONC 9 7 8 1 3 2 . 4 1 1 4 0 9 2 9 9 . 9 9 2 7 0 3 . 4 9 9 7 8 1 3 5 . 2 8 1 4 0 9 2 9 8 . 9 4 2 7 0 3 . 5 9 9 7 8 1 3 3 . 9 1 1 4 0 9 2 9 9 . 4 6 2 7 0 6 . 3 4 9 7 8 1 3 3 . 9 7 1 4 0 9 2 9 9 . 7 5 2 7 0 7 . 4 9 3’X3’1 BARRELCULVERT #5 TO CULVERTNO ACCESS C U L V E R T # 5 O N E B A R R E L N O R T H E A S T E L E V . C U L 1 C U L 2 C E 1 H W 1 15 3 15 4 G R R O C K S T E P S G A T E M T L 1. 5 S F D 1S F D 16 3 15 8 165166167 SR 1105 CAMP BUTLER ROAD BST S162 161 SR 1463 MOUNTAIN VIEW ROAD BST GREEN HOUSE160SOIL GR 2-WD RAIL 30"RCP.DI 15" CMP18" RCP 16 4 15 5 156 159 U S 2 1 B S T FOOT BRIDGE 24" CMP WELL 15" RCP T A N K S E P T I C PTSta. 129+86.20 130 PCSta. 131+76.04 135 PTS ta . 135+37 .76 PCSta. 137+00.15140 PCCSta. 140+65.13 15 P I S t a 1 3 + 6 4 . 1 7 D L = 3 2 6 . 7 2 ’ T = 1 6 3 . 5 9 ’ R = 2 ,5 4 6 .4 8 ’ P I S t a 1 3 8 + 8 6 . 1 9 D L = 3 6 4 . 9 7 ’ T = 1 8 6 . 0 4 ’ R = 7 6 3 . 9 4 ’ P I S t a 1 1 + 8 2 . 3 4 D L = 3 6 2 . 2 2 ’ T = 1 8 2 . 3 4 ’ R = 1 , 2 7 3 . 2 4 ’ - Y 8 - P C S t a . 1 0 + 0 0 . 0 0 - Y 8 - P T S t a . 1 3 + 6 2 . 2 2 - Y 8 - P O T S t a . 1 5 + 2 4 . 4 1 = - L - P O C S t a . 1 3 8 + 4 3 . 1 3 -Y8--Y7--Y8-PC Sta. 10+00.00 PT P C S t a . 1 2 + 0 0 . 5 8 P T S t a . 1 5 + 2 7 . 3 0 - Y 7 - P O T S t a . 1 0 + 0 0 . 0 0 = - L - P O C S t a . 1 3 8 + 3 9 . 6 9 - Y 7 - - Y 8 - PT-L- - L- P I S t a 1 3 3 + 5 8 . 9 1 D L = 3 6 1 . 7 3 ’ T = 1 8 2 . 8 8 ’ R = 9 9 6 . 4 5 ’ - L - -Y8- STA. 15+24.08 = - Y 7 - S T A . 1 0 + 0 0 . 0 0 = -L- POC STA. 138+43.13 - L - P O C S T A . 1 3 8 + 3 9 . 6 9 30’R 50’R25’R 50’R24’ 24’ 100’ TAPERLOCATIONNEW BRIDGE 2 0 0 4 / 2 0 3 0 A D T 1 / 3 1 - / 1 1 / 2 3 6 / 6 5 2004 / 2030 ADT 1-/1 1/31/238/6736/65-Y7- MOUNTAIN VIEW RD - Y 8 - W O O D R U F F C H U R C H R D 3 8 / 6 7 60’ 60’ 1 2 9 + 0 0 . 0 0 6 5 . 0 0 1 3 0 + 0 0 . 0 0 5 1 . 0 0 1 3 0 + 0 0 . 0 0 3 7 . 0 0 1 3 0 + 5 0 . 0 0 3 6 . 0 0 1 3 1 + 0 0 . 0 0 3 8 . 0 0 1 3 1 + 5 0 . 0 0 3 7 . 0 0 1 3 2 + 5 0 . 0 0 4 1 . 0 0 1 3 3 + 5 0 . 0 0 3 2 . 0 0 1 3 4 + 5 0 . 0 0 1 3 5 . 0 0 1 3 5 + 5 0 . 0 0 1 4 0 . 0 0 1 3 5 + 0 0 . 0 0 1 4 4 . 0 0 1 3 4 + 0 0 . 0 0 3 9 . 0 0 3 3 . 0 0 1 3 6 + 0 0 . 0 0 1 1 1 . 0 0 1 3 6 + 0 0 . 0 0 3 8 . 0 0 1 3 7 + 0 0 . 0 0 6 3 . 0 0 1 3 1 + 5 0 . 0 0 7 1 . 0 0 1 3 2 + 0 0 . 0 0 6 3 . 0 0 1 3 2 + 5 0 . 0 0 6 1 . 0 0 1 3 4 + 0 0 . 0 0 1 1 5 . 0 0 1 3 6 + 5 0 . 0 0 7 7 . 0 0 140+00.00 56.00137+66.00137+50.00 30.00 10+72.00139+40.00 30.00141+00.00 40.00139+50.00 90.00140+10.00 90.00 137+25.00 30.00 1 3 4 + 5 0 . 0 0 3 9 . 0 0 1 3 5 + 0 0 . 0 0 1 2 9 + 5 0 . 0 0 6 0 . 0 0 1 3 0 + 5 0 . 0 0 4 8 . 0 0 1 3 1 + 0 0 . 0 0 5 6 . 0 0 1 3 3 + 4 5 . 0 0 1 0 0 . 0 0 10+82.00 140+50.00 110.00140+10.00 39.00 -Y7- 30.00-Y7- 30.00-Y8-14+46.57-Y8-14+57.67 1 3 2 + 6 5 . 0 0 5 0 . 0 0 R\W 6 0 . 5 5 P L 1 2 4 . 0 7 P L 1 2 7 . 8 0 P L 3 3 . 0 1 P L 61.17PL 1 2 9 + 0 0 . 0 0 3 6 . 0 0 141+00.00 125.95R/WR/W 1 3 2 + 9 5 . 0 0 R / W , 5 0 ’ , 5 5 ’ F C F C F C F C F C F C F C F C F C F C F C F C F C F C F C F C F CFFFCCCCCCCC CCC EIP A X L E REBAR COTTONSPINDLE S8135’54"W 129.81’ S52 35’53"W110.76’ S 10 5 7 ’0 1"W 6 1.9 8 ’ S 2 2 2 0 ’ 2 7 " E 6 4 . 6 8 ’ S 76 26’ 41"E 104. 10’ S3619’33"W350.66’ S 1 2 2 7 ’ 2 8 " E 1 7 6 . 7 4 ’ N 77 3 6’ 26 "W 4 4. 39’ E I P- C O R 14. 88’ R/ W - E I P N4200’00"E260.00’ S1029’53"E151.39’ R/W-COR30.72’ COTTONSPINDLE-R/W N6000’00"E REBAR N2119’43"W148.62’N6640’18"E S18 01’59"W 106.40’ S4849’00"E 141.60’ S6134’59"W 115.80’ S 2 3 5 4 ’5 9 "W 4 3.6 0 ’ S87 35 ’01"E 28 .19 ’ 40 .00 ’ 60.00’40.00’ E X IS T ING R / W E X IS T IN G R/ W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W A N D A N N I E L E E H A Y N E S J O H N N Y J A M E S P I E R C E D B 7 8 P G 3 1 7 D B 2 3 3 P G 9 2 2 AND LAURA DARLENE DEFLORIOVICTOR ALBERTO MANGIALETTI 4 7 4 8 4 9 5051 4 6 53 J . D . S M I T H A N D L O U I S E B R O O K S S M I T H D A N I E L J . B U C K L E , J R . A N D F R A N C E S S . B U C K L E M A T T I E E L I Z A B E T H W I N E S E T T JACK RANDALL ELLEDGE D B 1 5 3 P G 5 0 3 D B 1 8 2 P G 1 1 8 DB 82 PG 23DB 224 PG 938 DB 275 PG 1356213.02’ REBAR-REBAR 9.74’ R/W-REBAR 2 1. 4 0 ’ + 7 7 . 3 1 2 0 .9 5 ’ + 9 2 .5 7 30.27’+56.71 30.80’+91.5860.00’EXISTING R/W EXISTING R/W R O S E M A R Y M O T S I N G E R S H A F F N E R D B 3 1 5 P G 1 4 6 0 109.00’ AXLE-COR 12.48’ R/W-AXLE EXSISTING R/W AS PER BRIDGE PROJECT MA-11014B EXSISTING R/W AS PER BRIDGE PROJECT MA-11014B 18" 30" 18" F S F S 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ H E A D W A L L R E M O V E H E A D W A L L R E M O V E H E A D W A L L R E M O V E 42"ENDWALLCONC P E S P E S E N D W A L L C O N C . W / E L B O W S 3 0 " C M P PES 1 4 - 3 1 4 - 1 1 4 - 2 1 4 - 4 1 4 - 5 14-6 14-714-8 REMOVE DI14-9 42"37 S.Y. FILTER FABRICRIP RAP WITH15 TONS CLASS ’B’ B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H D E T A I L 4 B = 2 F t . M i n . D = 1 F t . GRADE TO DRAIN 2 G I - D 2 G I - B 2GI-A 6 0 . 0 0 3 0 . 0 0 1 3 2 + 9 5 . 0 0 6 0 . 0 0 3 0 . 0 0 1 3 3 + 2 0 . 0 0 55.0030.00+75.00 55.0030.00+50.00 65.0030.00+70.00 65.0030.00+50.00 3 5 . 0 0 3 0 . 0 0 + 0 0 . 0 0 3 5 . 0 0 3 0 . 0 0 + 2 0 . 0 0 3 0 . 0 0 5 0 . 0 0 + 1 5 . 0 0 3 5 . 0 0 3 0 . 0 0 + 6 0 . 0 0 35.0035.00+80.00 - L - S T A . 1 3 9 + 6 2 L T GRADE TO DRAIN 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 REM O VE 3 0 . 0 0 4 5 . 0 0 + 1 0 . 0 0 3 0 . 0 0 4 5 . 0 0 + 3 5 . 0 0 3 0 . 0 0 4 5 . 0 0 + 6 5 . 0 0 30.0045.00+90.00 P E S FI L T E R F A B R I C W I T H 2 1 S . Y . ’ B ’ R I P R A P 8 T O N S C L A S S SEE DETAIL 4DDE = 8 CY-L- STA. 139+62 LTSTANDARD BASE DITCH E S T . 8 C U . Y D . D D E NAD 83 28’ 28’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:43 R:\R3101\Design\r3101_ddc_sheet15.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS15R-3101 M A TCH L IN E -L - STA . 1 4 1+ 0 0 SEE SH EET 1 4 MATCH LINE -L- STA. 153+00 SEE SHEET 16 F O R - L - P R O F I L E S E E S H E E T 5 2 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S -BL- 33 138+41 .32 PINC -BL- 34 144+15.49 PINC (60D NAIL SET) ELEV=2696.29’ T4-205 PINC 9+53.77 (BRIDGE SPIKE SET)ELEV=2697.28’T4-207 PINC 14+28.64 BM72694.15(60D NAIL SET)ELEV=2694.16’T4-206 PINC 12+45.27 (TRAV . MON .) ELEV=2705 .64 = -T4- 33 POT 5+00 .00 (60D NA IL SET) ELEV = 2697.91’ T4-204 PINC 6+87.49 IN V = 2 6 9 8 . 4 7 INV=2700.52 IN V = 2 7 0 0 . 7 4 INV=2 7 0 1.7 7 INV = 2 7 0 4 .2 6 INV=2706.81INV=2715.89 INV=2717.46 18 "C M P 18 "CM P 18"CM PHWROCK HW R O C K HW R O C K B L K WA L L 1S F D G G CONC CONC 1 2 " R C P B S T W D TI M B E R S S 5 S B W B L K WA L L 4 8 " W W B S T 1 7 4 W 4 8 " W D 1S F D S S 1 7 5 S 176 S 36" WW177178MTL S G R G R 18"CMPHWROCK179 17 0 17 1 17 2 17 3 SPRING BOX T A N K S E P T IC E IP R E B A R E IP N45 00’00"E 200.00’ N45 00’00"E 21.80’ N 6 1 5 9 ’ 4 3 " W 3 7 3. 7 6 ’ N28 42’42"ES 6 0 5 0 ’4 5 "W N8843’06"W 66.17’ N 6 4 5 8 ’ 2 1" W 6 6. 0 3 ’ S52 23’51"W 91.93’ N 6 6 2 0’ 3 4 " W 2 2 8. 0 1’ N3634’33"W225.45’S43 49’38"W226.22’ 58.79’ REBAR-COR 4.23’ R/W -REBAR S7955’26"E 81.91’ 5 2 5 3 5 4 5 5 56 55 J A C K R A N D A L L E L L E D G E DAVID M. HEAVENER AND LINDA M. HEAVENER D B 2 7 5 P G 1 3 5 6 D B 5 7 P G 4 5 DB 162 PG 154 8 0 .9 3 ’ E IP -COR 1.2 5 ’ R /W -E IP 2 0 .5 4 ’ + 8 2 .7 1 2 2 . 0 6 ’ + 6 3 . 14 19.72’+58.82 J E F F E R Y A L A N C O X D B 3 2 3 P G 8 0 5 DB 319 PG 509 J O H N A N D E L I S A B E T H M O T S I N G E R STEPHANIE CROUSE BLEVINSBILLY GENE BELVINS, JR. D B 3 19 P G 5 0 9 S T E P H A N I E C R O U S E B L E V I N S B I L L Y G E N E B E L V I N S , J R . P C C S t a . 1 4 0 + 6 5 . 1 3 145 PTSta. 145+65.13 PCSta. 149+09.01150 10 -L- -Y8-PC Sta. 10+00.00 -L--L-PI Sta 152+73.49 D L = 701.22’T = 364.48’R = 1,041.74’ P I S t a 1 4 3 + 2 0 . 0 4 D L = 5 0 0 . 0 0 ’ T = 2 5 4 . 9 1 ’ R = 1 , 0 4 1 . 7 4 ’ 10’R G R A U 3 5 0 24’ 24’ 1 0 ’ R 60 ’ 60’ 1 4 1 + 0 0 . 0 0 4 0 . 0 0 1 4 3 + 5 0 . 0 0 4 2 . 0 0 1 4 1 + 5 0 . 0 0 1 4 5 . 0 0 1 4 2 + 0 0 . 0 0 1 3 9 . 0 0 1 4 2 + 5 0 . 0 0 1 0 0 . 0 0 1 4 4 + 0 0 . 0 0 4 7 . 0 0 1 4 4 + 5 0 . 0 0 3 5 . 0 0 1 4 6 + 0 0 . 0 0 4 0 . 0 0 1 4 6 + 5 0 . 0 0 3 9 . 0 0 1 4 6 + 5 0 . 0 0 7 0 . 0 0 1 4 7 + 0 0 . 0 0 1 0 5 . 0 0 1 4 7 + 5 0 . 0 0 1 1 1 . 0 0 1 4 7 + 0 0 . 0 0 3 6 . 0 0 1 4 7 + 5 0 . 0 0 151+00.00 105.00152+50.00 129.00 153+00.00 123.00 1 4 2 + 0 0 . 0 0 4 0 . 0 0 1 4 4 + 0 0 . 0 0 3 7 . 0 0 1 4 3 + 0 0 . 0 0 4 7 . 0 0 1 4 2 + 5 0 . 0 0 4 0 . 0 0 1 4 5 + 0 0 . 0 0 4 8 . 0 0 149+50.00 117.00 1 4 8 + 5 0 . 0 0 1 3 3 . 0 0 1 4 8 + 0 0 . 0 0 125.00 1 4 9 + 1 0 . 0 0 4 7 . 0 0 149+40.00 46.0060.00 R \ W 1 3 2 . 6 9 P L 4 0 . 0 1 P L 127.74PL152+00.00 121.00 14 1 + 0 0 . 0 0 1 2 5 . 9 5 78.79PL 1 4 5 + 8 6 . 0 0 6 1 . 0 0 1 4 5 + 8 2 . 0 0 9 2 . 0 0 1 4 5 + 9 3 . 0 0 9 3 . 0 0 1 4 5 + 9 8 . 5 0 6 3 . 0 0 1 4 7 + 5 7 . 0 0 R \ W C C C C C C C C F C F C F C F C F C F C F C C 18" 1 8 " 24"FSFS 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 11 S.Y. FILTER FABRICRIP RAP WITH3 TONS CLASS ’B’ 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ H E A D W A L L R E M O V E HEADWALLREMOVEHEADWALLREMOVEREM. P E S P E S 24"JBW/ELBOWS24" CMP 1 5 - 1 1 5 - 2 1 5 - 4 1 5 - 5 15-615-7 2 G I - A 2 G I - D 2GI-A 2GI-DBOXSPRING + 5 0 . 0 0 3 5 . 0 0 1 8 " R E M O V E 1 5 - 3 H E A D W A L L R E M O V E 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min.GIetc. C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2’1.0’ Max. D E T A I L 1 9 REMO VE BDO24"2GI-A 18" 3 5 . 0 0 R \ W + 7 0 . 0 0 R \ W 3 5 . 0 0 R \ W + 7 0 . 0 0 3 5 . 0 0 R \ W + 9 0 . 0 0 4 0 . 0 0 R \ W + 3 5 . 0 0 4 0 . 0 0 R \ W + 6 0 . 0 0 3 5 . 0 0 R \ W + 0 5 . 0 0 35.00R\W+10.00 35.00R\W+90.00 5 5 . 0 0 R \ W + 9 0 . 0 0 55.00R/W+10.00 35.00R/W+60.0035.00R/W+80.0085.00R/W+80.0085.00R/W+00.00 80.00R\W+65.00+40.00 R\W 80.00 15-815-8 15-915-1015-11 15-13 15-1215-14 15-9 R \ W , 3 5 ’ + 2 5 . 0 0 NAD 83 28’ 28’30’ S E E D E T A I L 4 E S T D D E = 6 0 C Y - L - S T A . 1 6 1 + 2 0 T O 1 6 2 + 1 0 L T S T A N D A R D B A S E D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet16.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS16R-3101 M ATCH LIN E -L- STA. 153+00 SEE SH EET 15 MATCH LINE -L- STA. 165+00 SEE SHEET 17 F O R - L - P R O F I L E S E E S H E E T 5 3 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S 180 181 1 S F D 187 186 G R M T L 2-WD RAIL WA L L G R 1 8 8 1S F D 48" W W 18 5 5 S B W M T L 1 9 4 BST192 190191BST12" CMP193 WD WALL POND1.5SBKD 15" CMP72" WD197 15" CMP 15" RCP 198 4 8 " W W 1 8 4 3 5 0 2 N U M B E R 1 8 2 B 1 7 0 3 B L K W A L L 1 8 2 BK WALLBK WALL -BL- 35 148+28.48 PINC -BL- 36 154+21.16 PINC -BL-GPS R3101-11 158+55.13 PINC (BRIDGE SPIKE SET) ELEV=2697.28’ T4-207 PINC 14+28.64 (BRIDGE SPIKE SET)ELEV=2696.95’T4-209 PINC 16+97.32 (BRIDGE SPIKE SET) ELEV=2702.50’ T4-208 PINC 15+68.76 (BRIDGE SPIKE SET) ELEV=2684.43 T4-210 PINC 18+36.10 (BRIDGE SPIKE SET) ELEV=2685.66 T4-211 PINC 20+78.95 (BRIDGE SPIKE SET)ELEV=2685.23 T4-212 POT 23+29.68 INV=2713.77INV=2712.30 18"CMP HWROCK 155 PTSta. 156+10.23 PCSta. 156+33.52 160 PTSta. 162+94.31165 P I S t a 15 2 + 7 3 .4 9 D L = 7 0 1.2 2 ’ T = 3 6 4 .4 8 ’ R = 1,0 4 1.7 4 ’ P I S t a 15 9 + 6 7 .8 4 D L = 6 6 0 .7 9 ’ T = 3 3 4 .3 2 ’ R = 1,7 6 2 .9 5 ’ - L - -L-BEGIN MILL AND RESURFACE END CONSTRUCTION POT Sta. 164+00.00 -L-GRAU 350 24’ 24’ 60’ 60’ 1 5 4 + 0 0 . 0 0 1 0 7 . 0 0 1 5 4 + 5 0 . 0 0 8 5 . 0 0 1 5 8 + 0 0 . 0 0 1 1 3 . 0 0 1 5 9 + 5 0 . 0 0 7 3 . 0 0 1 5 8 + 5 0 . 0 0 1 0 3 . 0 0 1 6 1 + 0 0 . 0 0 6 4 . 0 0 161+50.00 63.00162+00.00 53.00 162+50.00 47.00163+00.00 52.00163+50.00 43.00164+00.00 R/W 162+73.10 30.00 1 5 6 + 5 0 . 0 0 9 0 . 0 0 1 5 7 + 5 0 . 0 0 1 1 1 . 0 0 1 5 6 + 0 0 . 0 0 9 0 . 0 0 1 5 3 + 0 0 . 0 0 1 2 3 . 0 0 1 5 5 + 5 0 . 0 0 8 1 . 0 0 162+73.21 30.00 1 0 1 . 4 6 P L 48.82PL161+73.00 DUE162+12.00 45.00162+15.00 R\W 1 5 6 + 3 3 . 0 0 R \ W 1 5 6 + 8 2 . 0 0 4 1 . 0 0 1 5 9 + 2 4 . 0 0 3 9 . 0 0 1 5 9 + 5 6 . 0 0 R \ W F 40’ PRIVATE R/W EASEMENT DB 181 PG 127 AND DB 181 PG 124SOLIDIRONS8919’11"E 63.49’S8919’11"E 220.00’N0530’32"E307.73’S8200’00"W 378.81’N0230’00"E233.00’S8730’00"W 282.00’N8448’00"W 90.00’N3826’42"W 17.71’ 40.00’ 40.00’65.38’ E X I S T I N G R/ W E XI S T I N G R/ W EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W 5 2 52 5859CAROL J. HOLCOMB CHERRY LANE COMMUNITY CLUB, INC. D B 5 7 P G 4 5 DB 57 PG 45 DB 97 PG 349 DB 181 PG 12434.94’+20.63 5 5 D B 3 1 9 P G 5 0 9 S T E P H A N I E C R O U S E B L E V I N S B I L L Y G E N E B E L V I N S , J R. J O H N A N D E L IS A B E T H M O T S IN G E R J O H N AND ELISABETH MOTSINGER 24"FS14 S.Y. FILTER FABRICRIP RAP WITH5 TONS CLASS ’B’JACKBORE AND HEADWALLREMOVEREM. W/ELBO WS 24" C MP REMOVE 16-216-3 2GI-ARETAINRETAIN RETAIN 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 18"16-116-1 B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H D E T A I L 4 B = 2 F t . M i n . D = 1 F t . B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H D E T A I L 4 B = 2 F t . M i n . D = 1 F t . 80.00 R\ W +65.00 4 0 . 0 0 R \ W + 0 0 . 0 0 40.00R\W+00.00110.00R\W+20.00 65.00R\W+05.00 - L - S T A . 1 6 1 + 2 0 T O 1 6 2 + 1 0 L T E S T . 6 0 C Y D D E NAD 83 30’ 28’ 28’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet17.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS17R-3101 MATCH LINE -L- STA. 165+00 SEE SHEET 16 MATCH LINE -L- STA. 177+00 SEE SHEET 18-L- STA. 173+15 RT F O R - L - P R O F I L E S E E S H E E T 5 3 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S P O T S t a . 1 7 0 + 5 0 . 0 0 - L - E N D M I L L A N D R E S U R F A C E B E G I N C O N S T R U C T I O N P O T S t a . 1 6 8 + 9 7 . 0 0 - L - E N D M I L L A N D R E S U R F A C E P O T S t a . 1 6 7 + 7 5 . 0 0 - L - B E G I N M I L L A N D R E S U R F A C E 19 9 S H T R W R O C K D A M M T L 2 0 0 1 S F D S 2 0 4 BST S OIL 2 0 5 S 4 8 " W W M T L B S T 2 0 9 U S 2 1 1SBKDROCK WALLBST21472" WW BST 1SFD48" WW2132112125SBW BGR48" WW 48" WW CONC HWWD BRIDGESSBST1SBKD M T L 2SBKD 210 2 0 2 2 0 3 C O N C 15 " H D P E -BL-GPS R3101-12 166+42.82 PINC INV=2676.83INV=2677.45 INV = 2 6 7 9 .3 3 INV=2679.74 IN V = 2 6 7 9 .8 6 INV=2 6 8 0 .6 3 INV=2681.18 INV=2 6 8 3 .0 6 18"CONC. 1 8 " C O N C . LOC. OF J BOX APPROX. 1 8 " C O N C . CB CB 18 "C O N C . 24"CMP18"CMP INV= 2 6 7 9 . 6 8 h R W M O N EIP S O LI DIR O N S8656’26"E 270.38’ N8448’00"W N 0 0 2 5 ’ 15 " W 3 5 5 . 6 4 ’ S8454’00"W 402.11’ N 1 0 0 0 ’ 0 0 " W 6 6. 0 0 ’ N8300’03"W 9.14’ N86 03’34"E 175.80’ N 14 0 3 ’3 4 "E 3 3 0 .0 0 ’ N 0 7 5 3 ’0 0 "E 3 6 6 .18 ’ N48 52’00" W 77.12’ N4710’00" W 72.46’ N 19 5 1’0 0" W 15 3.3 5’ N4619’00" W 62.61’S8937’00"W 134.22’ N 1 0 3 1’ 3 1 " W 4 1. 0 9 ’ R W M O N B - 1 0 1 4 B - 1 0 1 4 65.38’ 40.00’ E X IS T IN G R / W E X IS T IN G R / W EXISTING R/W EXISTING R/WDB 251 PG 831DB 251 PG 827DB 251 PG 825 D B 1 8 1 P G 1 2 7 DB 251 PG 831DB 251 PG 827DB 251 PG 825 6 0 6 1 6 2 63 5 8 R O B E R T G . Z I N S M A N A N D M A R Y E . Z I N S M A N T H E R E B A E . B L E V I N S R E V O C A B L E L I V I N G T R U S T W . J E R R Y B L A C K B U R N T H O M A S L . C H A T H A M , I I C H E R R Y L A N E C O M M U N I T Y C L U B , I N C . THE REBA E. BLEVINS REVOCABLE LIVING TRUST D B 1 8 9 P G 2 9 6 D B 1 3 6 P G 6 1 5 D B 1 3 7 P G 8 5 D B 1 8 1 P G 1 2 4 31.28’ +83.49 3 3 .5 5 ’ + 19 . 7 4 32.42’+52.29 3 2 . 7 2 ’ + 4 5 . 9 5 h R W M O N 63 165 170 TSSta. 173+29.95175 SCSta. 175+29.95 PIs Sta 174+63.32FLs = 200.00’LT = 133.37’ST = 66.70’-L- - L - 24’ 24’ 60’ 60’ 1 7 0 + 5 0 . 0 0 1 7 1 + 0 0 . 0 0 4 8 . 0 0 1 7 2 + 5 0 . 0 0 4 8 . 0 0 1 7 0 + 5 0 . 0 0 173+50.00 46.00175+50.00 44.00177+00.00 45.00 1 7 1 + 8 0 . 0 0 177+00.00 45.00 4 4 . 0 0 , R / W 4 1 . 0 0 , R / W 176+50.00 48.0044.00176+00.00 +05.00 +20.00 173+30.00172+90.00 115.00, 45.00115.00, 45.00 1 7 1 + 4 5 . 9 4 3 0 . 0 0 1 7 1 + 4 6 . 6 7 3 0 . 0 0 175+00.00 174+65.00 R \ W , 4 5 . 0 0 45.00R\W 45.00R\W PUE, 55.00PUE, 55.00 175+35.00 45.00DUEDUE C C F F F C C C C C CCCC FCFCFCFCF C F FF F F F F F 30"FS 7 S.Y. FILTER FABRICRIP RAP WITH2 TONS CLASS ’B’RETAINPES17-1 17-217-3 17-42GI-D 2GI-D 18"GRADE TO DRAIN20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 2GI-A35.00R\W+40.00 35.00R\W+20.0035.00R\W+80.00 35.00R\W+00.00 5 5 ’ R \ W , 4 5 ’ , + 1 0 . 0 0 55’R\W, 45’,+30.00173+29.95 30.00 173+29.95 30.00174+05.00 30.00174+80.00 30.00175+29.9530.00174+05.00 30.00174+80.00 30.00175+29.9530.00NAD 83 28 ’ 28’ C L ’ I I ’ R I P R A P HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet18.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS18R-3101 M A TCH L IN E -L - STA . 1 7 7 + 0 0 SEE SH EET 1 7 M ATCH LIN E -L- STA. 189+00 SEE SH EET 19 F O R - L - P R O F I L E S E E S H E E T 5 4 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 9 - & - Y 1 0 - P R O F I L E S S E E S H E E T 7 0 2 15 B S T 4 8 " W W MT L B S T S R 110 6 C H E R R Y LAN E R O A D B S T 2 3 4 2 3 5 C H E R R Y L A N E F I R E S T A S 2 2 2 224 225BST1.5SFD 239 12" RCP237 BST48" W W48" WW 1SFD B S T S 2 2 9 48" W W B 8S B W 2 2 1 2 10 5S B W 48" W W 2 19 2 17 18"CM P HWROCK 227 2 2 3 2 3 1 2 3 3 1S B K D 3 5 0 1 2 3 0 2 1 8 2 1 6 B 2 0 9 7 2 3 0 575 - B L - 3 7 17 1+ 11. 7 4 P I N C 5+00.00 POT -BY11- 102 7+74.68 PINC -BY11- 103 8 + 3 1.4 2 P O T - B Y 12 - 10 6 (BRIDGE SPIKE SET)ELEV=2686.97’T5-214 PINC 9+09.70 (BRIDGE SPIKE SET)ELEV=2691.81’T5-215 PINC 10+40.78 BM 8 2 6 7 5.9 4 -BL- 38 177+10.86 PINC 9+36.72 POT 5+00.00 POT (TRAV. MON.) ELEV=2682.63’ = -T5- 38 POT 5+00.00 (BRIDGE SPIKE SET)ELEV =2685.21’T5-213 PINC 7+79.45 INV=2671.39 INV=2672.71 C U L 1 C U L 2 INV = 2 6 7 5 . 7 5 I N V = 2 6 7 5 . 7 7 IN V = 2 6 7 6 . 4 1 INV=2676.54 I N V = 2 6 7 7. 2 8 I N V = 2 6 7 7 . 4 9 C E 1 H W 1 HW CONC INV=2682.16 INV=2682.96 I N V = 2 6 8 5. 0 4 INV=2688.76 INV=2690.23 15"CMP 3 6 " C M P C B 2 4 " C M P 18"CM P 2 4 " C M P 2 4 " C O N C . C B 9 8 2 1 0 5 . 3 3 1 4 0 8 1 6 0 . 2 4 2674.11 9 8 2 1 1 4 . 4 4 1 4 0 8 1 5 5 . 7 2 2674.12 9 8 2 1 0 9 . 9 4 1 4 0 8 1 5 7 . 6 5 2680.11 9 8 2 1 1 0 . 1 2 1 4 0 8 1 5 7 . 5 1 2681.81 I N V T O G E T U N A B L E 8 ’ X 6 ’ 1 B A R R E L C U L V E R T # 6 C U L V E R T 6 O N E B A R R E L N O R T H E A S T ELEV. C U L 1 C U L 2 C E 1 H W 1 180 CSSta. 181+31.64 STSta. 183+31.64 185 PCSta. 186+16.70 P I S t a 17 8 + 3 5 .3 0 D L = 6 0 1 . 6 9 ’ T = 3 0 5 .3 5 ’ R = 1,4 3 2 .3 9 ’ P I S t a 18 8 + 5 0 .3 9 D L = 4 6 6 .3 5 ’ T = 2 3 3 .6 9 ’ R = 2 ,8 6 4 .7 9 ’ - L - P Is S t a 18 1+ 9 8 .3 4 FL s = 2 0 0 .0 0 ’ L T = 13 3 .3 7 ’ S T = 6 6 .7 0 ’ P I S t a 12 + 16 .8 2 D L = 4 8 .9 7 ’ T = 2 4 .7 3 ’ R = 14 3 .2 4 ’ PI Sta 10+95.41D L = 117.27’T = 60.69’R = 184.83’ P I S t a 11+ 3 5 .5 6 D L = 10 8 .0 6 ’ T = 6 0 .6 4 ’ R = 9 5 .4 9 ’ -Y9-POT Sta. 10+00.00 - Y9 - P O T S t a . 10 + 0 0 .0 0 - Y9 - P C S t a . 10 + 7 4 .9 2 - Y9 - P T S t a . 11+ 8 2 .9 8 - Y9 - P C S t a . 11+ 9 2 .0 9 - Y9 - P T S t a . 12 + 4 1.0 6 - L - P O C S t a . 18 2 + 9 3 .0 2 - Y9 - P O T S t a . 12 + 6 7 .5 = - Y 9 - - Y 9 - -Y9- -Y10-POT Sta. 10+00.00=-L-POC Sta. 182+95.24 -Y10-PC Sta. 10+34.73 -10-PT Sta. 11+52.00 -Y10-POT Sta. 12+03.83-Y10- -Y10 - - Y10- - L- - L-- Y 9 - P O C S T A . 1 2 + 6 7 . 5 1 = - L - P O C S T A . 1 8 2 + 9 3 . 0 2 - L - P O C S T A . 1 8 2 + 9 5 . 2 4 - Y 1 0 - P O C S T A . 1 0 + 0 0 . 0 0 = P C P T P C P T PT PO T PC 30’ R 30’R 10’R 10’R G RAU 3 5 0 24 ’ 3 0 ’ R 3 0 ’ R 10’R24’ 4 0 ’ R (AWNING)DO NOT DISTURB 2 0 0 4 / 2 0 3 0 AD T 1 / 3 1 - / 1 1 / 2 3 8 / 6 7 4 0 / 6 9 - Y9 - C H E R R Y L AN E R D 2 0 0 4 / 2 0 3 0 A D T 1 - / 1 1 / 2 1 / 1 4 0 / 6 9 3 8 / 6 9 - Y10 - B R U S H C R E E K R D C A T - 1 A T - 1 60 ’ 60’ 1 7 7 + 5 0 . 0 0 4 4 . 0 0 1 7 8 + 0 0 . 0 0 4 9 . 0 0 1 7 8 + 5 0 . 0 0 1 0 7 . 0 0 1 7 9 + 5 0 . 0 0 1 1 8 . 0 0 1 8 0 + 0 0 . 0 0 1 1 8 . 0 0 1 8 1 + 0 0 . 0 0 6 9 . 0 0 1 8 0 + 5 0 . 0 0 1 8 1 + 2 0 . 0 0 187+00.00 58.00189+00.00 81.00 1 8 1 + 5 0 . 0 0 5 3 . 0 0 1 8 1 + 8 0 . 0 0 186+20.00 188+20.00187+50.00 18 3 + 5 8 . 0 0 1 7 7 + 0 0 . 0 0 4 5 . 0 0 1 7 9 + 0 0 . 0 0 1 8 0 + 5 0 . 0 0 1 0 8 . 0 0 1 7 7 + 0 0 . 0 0 4 5 . 0 0 187+55.00 74.00 25’ 3 0 . 2 8 1 8 1 + 9 5 . 0 0 - Y 9 - 1 1 + 5 0 . 0 0 187+73.56 30.00, 25.00 186+16.70 25.00185+31.12 30.00 1 8 5 + 2 3 . 2 7 2 5 . 0 0 1 8 3 + 9 2 . 0 0 3 0 . 0 0 3 0 . 2 5 - Y 9 - 1 2 + 0 0 . 0 0 3 0 . 2 8 184+00.00 30.00 - Y 1 0 - 1 0 + 6 5 . 0 0 2 9 . 7 7 1 8 1 + 8 6 . 0 0 3 0 . 0 0 1 8 1 + 7 5 . 0 0 3 0 . 0 0 1 7 8 + 1 5 . 0 0 1 7 8 + 5 5 . 0 0 4 5 . 0 0 , 6 5 . 0 0 4 5 . 0 0 , 6 5 . 0 0 1 8 0 + 8 0 . 0 0 6 2 . 0 0 , 5 0 . 0 0 186+20.00 38.00187+50.0038.00 R \ W , 5 0 . 0 0 R \ W R \ W R/W, 50.00R\W, 50.0050.00PL73.22PL 50.21PL 4 8 ’ , P U E 5 0 . 0 0 6 2 . 0 0 , 1 8 1 + 9 1 . 0 0 5 6 . 0 0 1 8 1 + 8 9 . 0 0 9 2 . 0 0 1 8 3 + 4 8 . 0 0 R \ W 186+40.00 56.00186+45.00 92.00186+55.00 90.00186+54.00 53.00187+20.00 R\W188+72.00 47.00188+67.00 82.00188+77.00 84.00188+82.00 48.00 4 5 . 0 0 1 8 1 + 9 9 . 0 0 9 2 . 0 0 - Y 1 0 - 1 0 + 9 5 . 0 0 R/W, 50.00 C F C F C F C F C F C C C F C F C F C F C C C C C F C C C CCCCCCCCCCCCCCCFCFC F N3832’25"W125.96’N1101’55"E113.64’N2502’12"W83.83’N4809’13"W77.66’REBARS2639’50"W26.68’N5834’00"W63.02’S2047’47"W 13.71’S2707’11"W 6.78’S3632’58"W 11.29’S4535’24"W 11.08’S5450’57"W 17.72’S5111’32"W 14.29’S4616’36"W 15.43’S66 09’03"W3.59’S8319’15"E 21.98’ 40.00’ 60.00’ 6 0 .0 0 ’ 40.00’ E X I S T I N G R / W E X IS T IN G R / W EXISTING R/W EXISTING R/W E XIS TI N G R/ W E XIS TI NG R/ W EXISTING R/W EXISTING R/W N2105’57"E 8.83’N1944’10"E237.51’ D B 2 5 1 P G 8 3 1 D B 2 5 1 P G 8 2 7 D B 2 5 1 P G 8 2 5 D B 2 5 1 P G 8 3 1 D B 2 5 1 P G 8 2 7 D B 2 5 1 P G 8 2 5 F I R E D E P A R T M E N T C H E R R Y L A N E V O L U N T E E R D B 1 5 0 P G 8 9 D B 1 0 8 P G 7 7 0 AND JANET MCKNIGHTJOE F. MCKNIGHT 6 5 6 6 6769 6 3 T H E R E B A E . B L E V I N S R E V O C A B L E L I V I N G T R U S T T H E R E B A E . B L E V I N S R E V O C A B L E L I V I N G T R U S T E D I T H B I L L I N G S DB 335 PG 769 DB 257 PG 679 D B 7 4 P G 3 0 6 20.12’+20.30 23.48’+65.84CHARLES C. WILLIAMS 6 3 M A TCH L IN E -L - STA . 1 7 7 + 0 0 SEE SH EET 1 7 M ATCH LIN E -L- STA. 189+00 SEE SH EET 1918"FSHEADWALLREMOVE 1 8 - 3 1 8 - 4 R E T AI N R E T. W A L L 2 4 " R E M O V E R E M O V E C B G R A D E T O D R A I N & H W R E M O V E 8 ’ X 6 ’ C U L V E R T RETAIN 24" R E M O V E 3 4 ’ - 8 4 " C M P 1 4 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ PESBNatural Natural GroundGround2:12:1D( Not to Scale)STANDARD BASE DITCHDETAIL 4 B= 2 Ft.Min. D= 1 Ft. 1 8 - 1 1 8 - 2 2 G I - D T B D I 2GI-D C B R E M O V E J B -L- STA. 187+70 LT C O N N E C T R E T . W A L L T O H E A D W A L L S 18-5 1 8 " C M P 18"REMOVESEE DETAIL 4DDE = 5 CY-L- STA. 187+70 LTSTANDARD BASE DITCH20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 MI NI M U M) (8 G U A GE 96" CSP 35.00R\W+00.00 35.00R\W+80.00 STA. 183+25 GUTTERING BEGIN EXPRESSWAY STA. 188+00 GUTTERINGEND EXPRESSWAY 1 8 - 6 1 8 - 6 18-718-818-9 FABRIC10 S.Y. FILTER RIP RAP WITH CLASS ’B’ 3 TONS R \ W , 5 0 ’ + 2 0 . 0 0 R\W, 50’+50.00EST. 5 CU. YD. DDENAD 83NAD 83 28’ 28’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet19.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS19R-3101 MATCH LINE -L- STA. 189+00 SEE SHEET 18 MATCH LINE -L- STA. 201+00 SEE SHEET 20 F O R - L - P R O F I L E S E E S H E E T 5 4 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S -BL- 39 186+54.44 PINC -BL- 40 193+49.87 PINC (BRID GE SPIKE SET) ELEV=2691.81’T5-215 PINC 10+40.78 (TRAV. MON.) ELEV=2704.47’ = -T5- 39 POT 14+87.31 (BRIDGE SPIKE SET) ELEV=2696.10’ T5- 216 PINC 12+60.36 I N V = 2 6 9 6 . 2 3 I N V = 2 6 9 7 . 17 I N V = 2 7 12 . 6 1 INV=2727.02 INV=2728.96 18" CM P 18" CM P DI18"CM P H W R O C K T O G E T IN V U N A B L E T O A PPR O X S C R U B 2 4 0 48" W W /1SBW 48" W W /1SBW BST 12 " R C P 4 8 " W W / 2 S B W 2 4 3 GR 1 5 " R C P 48" WW/2SBW 5SBW 2 4 4 5 S B W S C R U B 2 4 2 5SBW 4 8 " WW/ 2 S B W G BST ROCK HWROCK HWROCK HW ROCK HW 48" WW/1SBW 24524648" WW/1SBW 48" WW/3SBW48" WW/3SBW 247 BST M T L 18" CM P D I 2 4 1 S 8 8 3 2’ 4 8" W 10 5. 9 9’ N 4 2 0 5 ’ 0 8 " W 14 . 5 5 ’ N62 0 7’12" W 55.79’ N 4 0 0 5 ’ 12 " W 13 0 . 9 5 ’ N 2 0 3 6 ’13 "W 10 9 .5 4 ’ N 6 10 3’12" W 4 3.0 8’ N 3 8 2 8 ’ 13 " W 4 4 . 4 2 ’ N 0 2 0 2’4 8 "E 4 6.80 ’ N86 15’00" W 69.22’ N 3 8 3 2 ’ 2 5 " W N 4 2 15 ’ 10 " W 2 9 5 . 7 8 ’ N3318’34"W199.95’N50 36’09"E N57 27’23"E S7907’21"W 482.58’ EIP-COR 4.91’ R/W-EIP 442.30’ REBAR-COR10.63’ R/W -REBAR562.69’ EIP-COR 9.75’ R/W-EIP S68 08’12"W91.95’S63 06’59"W12.27’N3639’30"W122.27’ E IP REBAREIP A N D J A N E T M C K N IG H T J O E F . M C K N IG H T D B 16 3 P G 9 3 1 D B 15 7 P G 6 7 9 6 8 6 7 7 0 7172TOMMY CHARLES MCKNIGHT J A C K IE D . B IL L IN G S A N D M IL D R E D T . BILLINGS C H A R L E S C . WIL L IA M S A N D L IN D A M C K N IG H T W IL L IA M S DB 192 PG 660 D B 2 5 7 P G 7 8 4 D B 2 5 7 P G 7 8 6 D B 9 3 P G 4 7 9 20.41’+74.3420.65’+31.54 6 9 D B 3 3 5 P G 7 6 9 C H A R L E S C . W I L L I A M S JACKIE D. BILLINGS DB 340 PG 1334JACKIE D. BILLINGS73 190 PTSta. 190+83.05 195 PCSta. 197+12.94200 P I S t a 18 8 + 5 0 .3 9 D L = 4 6 6 .3 5 ’ T = 2 3 3 .6 9 ’ R = 2 ,8 6 4 .7 9 ’ - L - - L - - L - P I S t a 2 0 0 + 2 8 .18 D L = 6 2 4 . 8 6 ’ T = 3 1 5 . 2 5 ’ R = 1 , 9 0 9 . 8 6 ’ 24’ 24’ RE M O V E E XI S T . G U A RD RA I L 60’ 60’ 1 9 0 + 0 0 . 0 0 3 4 . 0 0 1 8 9 + 5 0 . 0 0 8 4 . 0 0 1 9 0 + 0 0 . 0 0 8 2 . 0 0 1 9 0 + 5 0 . 0 0 7 1 . 0 0 1 9 1 + 0 0 . 0 0 5 1 . 0 0 1 9 3 + 0 0 . 0 0 3 9 . 0 0 1 9 3 + 5 0 . 0 0 4 2 . 0 0 1 9 5 + 5 0 . 0 0 4 3 . 0 0 1 9 5 + 5 0 . 0 0 7 0 . 0 0 1 9 6 + 5 0 . 0 0 5 4 . 0 0 198+00.00 34.00 1 9 7 + 0 0 . 0 0 3 2 . 0 0 198+00.00 67.00 199+00.00 73.00199+50.00 68.00 200+50.00 61.00 201+00.00 59.00198+50.00 38.00200+00.00 41.00 200+00.00 68.00 1 8 9 + 0 0 . 0 0 8 1 . 0 0 1 9 1 + 0 0 . 0 0 3 2 . 0 0 1 9 4 + 5 0 . 0 0 4 3 . 0 0 197+50.00 68.00 1 9 6 + 5 0 . 0 0 3 7 . 0 0 1 9 1 + 3 0 . 0 0 3 3 . 0 0 5 0 . 0 0 3 5 . 0 0 5 0 . 0 0 1 9 1 + 8 5 . 0 0 3 9 . 8 8 P L 4 2 . 8 7 P L 72.47PL38.46PL 19 0 + 0 0 .0 0 5 2 ’, R\W F C F C F C F C C F C F C F C F C F C F C F C F C F C F C F C F CFCFCFCFCFCCCCCFC 24" 18" FS F S H E A D W A L L R E M O V E 24" 1 4 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ P E S P E S 11 S.Y. FILTER FABRICRIP RAP WITH3 TONS CLASS ’B’ 1 9 - 1 1 9 - 2 1 9 - 4 1 9 - 5 19-619-7 2 G I - D 2GI-B 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ +65.00 35.00+85.00 35.00 1 8 " 1 9 - 3 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 P E S R\WR\W55.00R\W+45.00 55.00R\W+65.00 4 5 . 0 0 R \ W + 9 5 . 0 0 4 5 . 0 0 R \ W + 2 0 . 0 0 3 5 . 0 0 R \ W + 0 5 . 0 0 3 5 . 0 0 R \ W + 2 5 . 0 0 3 5 . 0 0 R \ W + 1 5 . 0 0 3 5 . 0 0 R \ W + 3 5 . 0 0 NAD 83 28’ 28’ S E E D E T A I L 3 - L - S T A . 2 0 5 + 0 0 T O 2 0 6 + 0 0 R T C U T D I T C H SEE DETAIL 3-L- STA. 208+10 TO 208+50 LTCUT DITCH S E E D E T A I L 3 - L - S T A . 2 0 6 + 6 2 T O 2 0 7 + 5 0 C U T D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet20.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS20R-3101 M ATCH LIN E -L- STA. 201+00 SEE SHEET 19 MATCH LINE -L- STA. 213+00 SEE SHEET 21 F O R - L - P R O F I L E S E E S H E E T 5 5 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 1 1 - P R O F I L E S S E E S H E E T 7 1 -BL- 42 206+89.58 PINC 5+00.00 POT -BY13- 107 -BL-41 198+29.49 PINC 8+05.79 POT I N V = 2 7 3 9.0 2 I N V = 2 7 4 3. 19 IN V =2 7 4 3 .2 1 I N V = 2 7 4 8. 2 7 I N V = 2 7 4 9.2 0 I N V = 2 7 5 1. 0 3 IN V = 2 7 7 8 . 0 6 I N V = 2 7 7 9. 17 INV = 2 7 8 0 .2 4 INV=2785.74 1 5 " C M P DI 24" CM P DIHW ROCK 18" CONC. 18" CMP C B 15" CM P 2 4 8 B S T R O C K WA L L 1.5 S F D G 6 S B W 1 S B K D 2 4 9 G R BST APPROX G B S T S SR 1107 FOXFIRE ROAD BST BST 1SB K D 1.5SFDBST 15" RCP ROCK WA LL BST 48 " WW 48" WW 2 5 0 B S T MT L 15 " R C P GR T E L 2 5 8 15 " R C P 6 SB W 2 5 9 1S F D BST BST263262HTRGRSOILHTRSHTR72" WDHTR72" WD15" RCPSBSTGR254 257 36" WD RAIL HTR S C R U B GR S C R U B 2 5 1 2 5 2 15" RCP GAZ EBO BLK WA LL W ELL PTSta. 203+37.79 205 PCSta. 208+10.09 210 PI Sta 211+67.63 D L = 714.15’T = 357.54’R = 5,729.58’-L- PC PT-Y11- -L- - L - - L - P O T S t a . 12 + 3 2 .6 2 P I S t a 1 1 + 7 4 . 4 9 D L = 9 0 . 1 7 ’ T = 4 7 . 5 7 ’ R = 1 1 4 . 5 9 ’ - Y11- P O T S t a . 10 + 0 0 .0 0 Y - 1 1 - - L - P O T S T A . 2 0 5 + 5 0 . 0 0 - Y 1 1 - P O T S T A . 1 2 + 3 2 . 6 2 = P O T S T A . 1 0 + 0 0 . 0 0 - Y 1 1 - B E G I N C O N S T R U C T I O N 24’ 5 ’ R 24’ 10’R D IS T U R B D O N O T D IS T U R B DO N O T P A V E ME N T T O B E R E M O V E D BE REMOVED PAVEMENT TO 60’ 60’ 2 0 1 + 0 0 . 0 0 5 9 . 0 0 2 0 1 + 5 0 . 0 0 6 3 . 0 0 2 0 2 + 0 0 . 0 0 6 0 . 0 0 1 1 + 5 0 . 0 0 4 3 . 0 0 209+50.00 64.00210+00.00 66.00212+00.00 62.00 213+00.00 53.00208+50.00 210+50.00 49.00 213+00.00 65.00 2 0 4 + 5 7 .0 0 3 0 .0 0 - Y 1 1 - 3 4 . 4 2 1 1 + 7 7 . 0 0 1 1 + 0 8 . 0 0 + 1 5 . 0 0 5 0 . 0 0 5 0 . 0 0 60.00210+90.00 1 1 + 6 5 . 0 0 2 2 . 4 3 2 0 6 + 6 5 . 0 0 3 0 . 0 0 - Y 1 1 - 1 0 + 0 0 . 0 0 - Y 1 1 - 1 0 + 0 0 . 0 0 R \ W , 2 4 . 0 0 R \ W , 3 1 . 0 0 R \ W R \ W R\W, 50.0065.65PL 61.2662.61 PLPL 1 3 . 0 0 - Y 1 1 - 1 1 + 0 0 . 0 0 2 0 6 + 2 8 . 5 3 R \ W 2 0 6 + 2 3 . 0 0 5 3 . 0 0 2 0 7 + 5 5 . 0 0 6 2 , 9 7 2 0 7 + 6 7 . 0 0 5 7 , 9 6 5 0 P L + 9 5 P L R/ W D U E D U E 2 0 2 + 0 0 . 0 0 5 5 . 0 0 2 0 3 + 0 0 . 0 0 5 5 . 0 0 2 0 4 + 3 5 . 0 0 2 0 5 + 0 0 . 0 0 5 5 , R / W R/ W 2 0 6 + 0 0 . 0 0 2 0 4 + 0 0 . 0 0 5 0 . 0 0 R / W , 5 0 , 6 2 F C F C F C F C F C F C F C F C F F C C C C C C C C C C CCCCCCCCCCCCCCCCC F F F C C F F F C C C C APPROX. 40’ PRIVATE R/W EASEMENT N 2 1 5 3 ’ 5 7 " W 2 2 9 . 3 7 ’ N 3 6 3 9 ’ 3 0 " W 1 2 2. 2 7 ’ S63 24’55"W 147.32’ P K N A I L E I P R E B A R REBAR R E B A R REBAR R E B A R SOLIDIRONEIP S54 13’04"W S5108’27"E 199.30’ S 4 1 5 0’3 6 " E 4 0.5 6’ S50 54’27"E 90.20’ N 1311’10"E 230.31’ S52 37’18"W41.72’S5255’00"W27.64’S52 55’00"W S6130’00"W137.69’N3537’13"W201.92’N3705’00"W100.00’N0145’00"E315.77’N7110’26"W 8.36’ REBAR-COR 189.64’ REBAR-REBARN0116’55"E445.15’S3617’58"E19.97’N0145’00"E64.30’N0127’18"EN5255’00"E125.23’N52 37’18"E150.75’ 220.75’ R/W -R/W 216.90’ R/W -REBAR 2.61’ REBAR-R/W 40.00’ APPROX. 40’ PRIVATE R/W EASEMENT 40.00’ 26.00’ E X IS T IN G R / W E X I S T I N G R / W EXISTING R/ WEXISTING R/W 134.04’ R/W -COR15.96’ SOLIDIRON-R/W N0706’07"E164.35’ A N D K E L L E Y R . L A M B IO T T E D O N S . L A M B IO T T E HEIRSM. F. TILLEY AND LINDA WILLIAMSRICHARD C. WILLIAMS 7 3 7 2 7 1 7 4 7 5 76 7777798081 81 84 7 2 83 D B 2 6 1 P G 12 7 6 PB 4 PG 80DB 95 PG 64PB 4 PG 80DB 45 PG 158 T O M M Y C H A R L E S M C K N I G H T D B 1 9 2 P G 6 6 0 D B 6 7 P G 3 7 4 T O M M Y C H A R L E S M C K N I G H T D B 1 9 2 P G 6 6 0 HAROLD E. HANKS DB 232 PG 492DB 81 PG 429GLENN LAVERN SMITHKATHLEEN SMITH TAYLOR DB 98 PG 534 ABBE ROSE COX HEIRS DB 95 PG 64PB 4 PG 80 A. DWANE CAUDLE AND LIBBIE J. CAUDLE DB 88 PG 334 C H A R L E S E . B R A N C H A N D E M I L Y H . B R A N C H D B 2 5 1 P G 1 9 9 NANCY H. WEST DB 224 PG 346 PB 35 PG 602 A . D W A N E C A U D L E A N D L I B B I E J . C A U D L E D B 8 8 P G 3 3 4 19.94’+07.90 36.97’ +42.99 66.75’+97.5821.08’+64.79 20.79’+16.15 J A C K I E D . B I L L I N G S D B 3 4 0 P G 1 3 3 4 T O M M Y C H A R L E S M C K N I G H T 30" 24" F S 1 6 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ J A C K B O R E A N D A B A N D O N P L U G A N D RETA IN PES REM . P E S 2 4 " REM .C B REM . Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . 2 0 - 1 2 0 - 2 18" 2 0 - 3 2 0 - 4 1 0 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 2 G I - B 2 G I - D H E A D W A L L R E M O V E 2 G I - A - L - S T A . 2 0 8 + 1 0 T O 2 0 8 + 5 0 L T 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 + 4 0 . 0 0 Y 1 1 R \ W 3 5 . 0 0 + 6 0 . 0 0 Y 1 1 R \ W 3 5 . 0 0 2 0 . 0 0 R \ W + 3 5 . 0 0 Y 1 1 2 0 . 0 0 R \ W + 5 5 . 0 0 Y 1 1 2 0 - 5 2 0 - 6 20-7 4 0 . 0 0 R \ W + 8 5 . 0 0 4 0 . 0 0 R \ W + 0 5 . 0 0 + 2 0 . 0 0 R \ W 3 5 . 0 0 35.00R\W+40.00 1 4 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ NAD 83 28’ 46’ S E E D E T A I L 3 - L - S T A . 2 1 9 + 0 0 T O 2 2 0 + 0 0 R T C U T D I T C H S E E D E T A I L 1 - L - S T A . 2 1 4 + 5 0 T O 2 1 5 + 5 0 R T L A T E R A L B A S E D I T C H S E E D E T A I L 1 7 - L - S T A . 2 1 5 + 5 0 T O 2 1 6 + 2 5 L T L A T E R A L B A S E D I T C H S E E D E T A I L 4 D D E = 1 8 0 C Y - L - S T A . 2 2 3 + 1 0 T O 2 2 3 + 6 0 R T S T A N D A R D B A S E D I T C H SEE DETAIL 4DDE = 180 CY-L- STA. 223+10 TO 223+60 LTSTANDARD BASE DITCH S E E D E T A I L 1 7 - L - S T A . 2 1 4 + 0 0 T O 2 1 4 + 5 0 R T L A T E R A L B A S E D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet21.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS21R-3101 MATCH LINE -L- STA. 213+00 SEE SHEET 20 MATCH LINE -L- STA. 225+00 SEE SHEET 22 FOR -L- PROFILE SEE SHEET 55 ALL DRIVEWAY RADII ARE 15’ UNLESS NOTED UNLESS OTHERWISE NOTEDALL R/W MONUMENTS HAVE A 30’ OFFSET NOTES RADIUS ON -Y- LINESTIE ALL PAVED SHOULDERS AT THE END OF THE FOR -Y12REV- PROFILES SEE SHEET 71 -BL- 42 206+89.58 PINC -BL- 43 217+50.21 PINC 5+00.00 POT-BY14- 109 8+36.94 POT 5+00.00 POT BM 9 2833. 20 TO GET INVUNABLE TO 18"CMP 24"CMP 24"CMP24"CMPHWROCK HWROCK H W R O C K H W R O C K INV= 2 8 0 6 .2 3 IN V = 2 8 10 . 2 8 IN V = 2 8 2 4 .17 INV= 2 8 2 7 .7 6 INV=2832.72 INV=2834.51 INV=2837.89 DISCRUBSCRUB 1SFD 2 6 8 2 6 9 3 6 " W D R AI L 2 6 7 2 6 6 S G R M T L M T L 2 7 0 S C R U B 2 7 1 M T L 1 S F D B S T G R 24" RCP 2 8 5 S T E P S R O C K C O N C CONC G R 1 S F D S S S 2 8 6 2 8 7 S 1 S F D B S T 2 8 2 2 8 3 2 8 4GR BS T 1 S F D C O N C W D D E C K BST 281279280HTRCONC SMTL 273 BUS1SMTLCONC27412" RCP276275 PARADISE LANE GR S277278 1 S F D G R GR WE 2807.0 S C R U B 15" C M P 2 9 1 272 2 9 2 15 " CM P576 PRIVATE R/W EASEMENT AS IN PB 6 PG 58 PRIVATE R/W EASEMENT AS IN PB 6 PG 58 E I P E I P R E B A R R E B A R R E B A R R E B A R R E B A R S O L ID IR O N N 3 5 0 0 ’ 2 2 " W 5 0 . 0 7 ’ N52 33’46"E154.93’ N54 08’05"E36.03’ N 3 2 2 6 ’ 14 " W 3 0 3 . 10 ’ N 02 28’27"E 367.15’ N 8 3 2 8 ’2 8 "E 3 2 .5 0 ’ N5228’27"E 222.31’S 8 2 2 0’ 0 5" E 7 4. 11’ N 3 7 0 5 ’ 0 0 " W S52 55’00"W135.40’ S5118’12"W S5115’54"W S6916’49"W 129.42’N10 48’19"E142.50’S7709’33"W N6248’16"WREBAREIP REBAR108.41’ REBAR-COR 5.06’ R/W-REBAR N 0127’18"E 128.61’ 92.55’ REBAR-REBAR 15.05’ R/W -REBAR 82.09’ REBAR-REBAR 1.27’ R/W -REBAR REBARREBARREBAR R E B A R S8620’58"E S8631’34"E 139.82’S0226’27"E88.40’ REBAR-REBAR 16.32’ R/W-REBAR 197.42’ R/W-REBAR3.85’ REBAR-R/WPKNAIL N5744’49"E 164.15’EIP 40.00’ 40.00’26.00’ E X I S T I N G R / W E X IS T IN G R / W EXISTING R/WEXISTING R/W 50.00’EXISTING R/W EXISTING R/WS8753’03"E 158.98’47.26’ R/W-EIP 2.39’ REBAR-R/W N0938’27"W163.57’AND BILLY GENE BLEVINS, JR.BILLY GENE BLEVINS, SR.DB 253 PG 1136DB 236 PG 379 S E R V I C E , I N C O R P O R A T E D S O U T H E R N R E P A I R R E V O C A B L E L I V I N G T R U S T T H E B I L L Y G E N E B L E V I N S D B 2 4 9 P G 1 4 9 3 D B 2 4 9 P G 1 4 9 0 D B 2 4 9 P G 1 4 7 7 8 3 8 5 8 8 8 7 8 9 909122393 92STEVIE MOXLEY BARRY R. EDWARDS JOHN E. ROYAL S O U T H E R N R E P A I R S E R V I C E , I N C O R P O R A T E D DB 266 PG 887 DB 125 PG 3 PB 6 PG 58DB 195 PG 201 PB 6 PG 58DB 143 PG 219 D B 1 1 5 P G 6 9 1 P B 4 P G 8 0 D B 1 1 5 P G 6 9 1 P B 4 P G 8 0 P B 4 P G 8 0 2 1. 2 5 ’ + 7 4 .7 2 2 3 . 4 4 ’ + 0 9 . 5 9 22.58’+74.2623.58’+60.62 AND JOANN KELLY SMITH TRUSTHENRY C. SMITH S A N D Y & S U S A N H A M M A C K D B 6 5 7 P G 8 4 9 7 W I L L I A M W . C A U D I L L S r . D B 3 3 8 P G 1 5 3 0 215 PTSta. 215+24.25 220 225 P I S t a 2 1 1 + 6 7 . 6 3 D L = 7 1 4 . 1 5 ’ T = 3 5 7 . 5 4 ’ R = 5 , 7 2 9 . 5 8 ’ - L - -L--L- 10 -Y12REV- P I S t a 1 1 + 8 6 . 2 4 D L = 1 3 6 . 2 9 ’ T = 7 7 . 9 5 ’ R = 1 1 2 . 3 4 ’ P I S t a 1 3 + 5 6 . 6 0 D L = 1 2 2 . 3 6 ’ T = 6 2 . 9 7 ’ R = 2 1 0 . 2 6 ’ - Y 1 2 R E V - - Y 1 2 R E V - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O T S T A . 2 2 2 + 7 5 . 0 0 - Y 1 2 R E V - P O T S T A . 1 5 + 0 7 . 0 1 = -Y12REV- POT Sta. 12+00.00BEGIN CONSTRUCTION G R A U 3 5 0 G R A U 3 5 0 G RA U 3 5 0 G RA U 3 5 0 GRAU 350 24’ 145’200’2004 / 2030 ADT 1-/1 1-/1 40/6940/70-Y12REV- FOXFIRE ROAD 1-/1- 60’ 60’70’ 2 1 3 + 0 0 . 0 0 5 3 . 0 0 2 1 4 + 5 0 . 0 0 3 5 . 0 0 2 1 3 + 5 0 . 0 0 4 1 . 0 0 2 1 5 + 8 0 . 0 0 7 5 , 5 4 2 1 6 + 0 0 . 0 0 5 1 . 0 0 2 1 7 + 0 0 . 0 0 5 2 . 0 0 2 1 8 + 5 0 . 0 0 3 6 . 0 0 13+50.0012+50.0012+50.00 224+00.00 58.00 224+50.00 75, 60225+00.00 57.00 2 1 3 + 0 0 . 0 0 6 5 . 0 0 221+65.00 30.00 2 1 3 + 9 0 . 0 0 2 1 6 + 5 0 . 0 0 R/W, 34.00R\W, 23.00 2 1 8 + 0 0 . 0 0 3 7 . 0 0 2 2 0 + 0 0 . 0 0 2 1 4 + 0 0 . 0 0 4 0 . 0 0 2 1 5 + 0 0 . 0 0 6 1 . 0 0 13+50.00 30.00 14+10.00 223+83.00 30.0013+72.0013+00.00 30.00 13+50.00 20.0013+25.00 221+72.46 224+00.00 40.00, 30.00223+59.50 56.66 5 5 . 0 0 , 4 2 . 0 0 224+30.00 80, 60 2 1 9 + 5 5 . 0 0 5 5 . 0 0 , 7 0 . 0 0 R\WR\W, 20.00 R\W R \ W , 6 5 . O O R \ W , 6 5 . 0 0 6 5 . 0 0 P L 4 0 . 7 9 P L 4 3 .7 1 P L 6 5 . 0 0 65.00 P L PL222+48.0065.00 2 1 5 + 3 5 . 0 0 R/W R / W , 6 0 ’ , 7 5 ’ R\W, 30’ C C C C C C F F F F F F F F F C F C F C F C F C F C F F C C C C CCCCCFCCFCFCFCFFFFFFCC C C 24" 30" FS 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 1 6 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ 14 S.Y. FILTER FABRICRIP RAP WITH5 TONS CLASS ’B’ J A C K B O R E A N D H E A D W A L L R E M O V E 24" C O N C . E N D W A L L & HW’SREMOVE 24" CMP REMOVE DI N a t u r a l G r o u n d ( N o t t o S c a l e ) 2:1 2:1 D B F i l l S l o p e b L A T E R A L B A S E D I T C H 1"/ F t . D E T A I L 1 b = 5 F t . B = 2 F t . M i n . D = 1 F t . Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . 2 1 - 1 2 1 - 2 2 1 - 3 2 1 - 4 21-621-5 24"REMOVE 21-72GI-D C O N C . E N D W A L L R E M O V E H E A D W A L L PES ( N o t t o S c a l e ) L A T E R A L B A S E D I T C H N a t u r a l G r o u n d 2:1 D B b F i l l S l o p e d F a b r i c F i l t e r 2:1 1" / F t . * W h e n B i s < 6 . 0 ’ b = 5 F t . B = 2 F t . M a x . d = 1 . 5 F t . M i n . D = 1 . 5 F t . T y p e o f L i n e r = C l a s s ’ I ’ R i p - R a p D E T A I L 1 7 B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H D E T A I L 4 B = 2 F t . M i n . D = 1 F t . 18"21-82GI-A2GI-A 20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 5 5 . 0 0 R \ W + 5 5 . 0 0 5 5 . 0 0 R \ W + 3 5 . 0 0 6 0 . 0 0 R \ W + 1 5 . 0 0 - L - S T A . 2 2 3 + 1 0 T O 2 2 3 + 6 0 L T - L - S T A . 2 1 4 + 5 0 T O 2 1 5 + 5 0 R T - L - S T A . 2 1 9 + 0 0 T O 2 2 0 + 0 0 R T - L - S T A . 2 1 5 + 5 0 T O 2 1 6 + 2 5 L T - L - S T A . 2 1 4 + 0 0 T O 2 1 4 + 5 0 R T T y p e o f l i n e r : C o i r F i b e r E S T . 4 0 C U . Y D . D D E E S T . 4 1 C U . Y D . D D E E S T . 1 8 0 C U . Y D . D D E NAD 83 52’ HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet22.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS22R-3101 MATCH LINE -L- STA. 225+00 SEE SHEET 21 M ATCH LIN E -L- STA. 237+00 SEE SH EET 23 F O R - L - P R O F I L E S E E S H E E T 5 6 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 1 3 - & - Y 1 4 - P R O F I L E S S E E S H E E T 7 1 -BL- 44 221+01.18 PINC -BL- 45 225+37 .04 PINC 7+ 78. 16 PI N C - B Y 15- 112 10 + 3 6.9 8 P O T - B Y 15- 113 5 + 0 0 .0 0 P O T - B Y 16 - 114 9+61.83 POT INV=2806.16 INV=2807.89 I N V = 2 8 5 0 . 7 8 I N V = 2 8 5 2. 3 2 18 " C MP D I HWROCK24" CMP S C R U B S C R U B SCRUB SR 1464 SHAW TOW N ROAD BST GR CONC 2 9 5 B S T G R 3 0 7 24" WD 1S F D G B L K W A L L B L K WA L L B L K W A L L 3 0 6 1 S F D S 3 0 8 1S F D GR 3 1 0 SR 1106 CHERRY LANE BST 3 1 2 W S 1SFD S GR HTR S G R BST 1SBKD G R SSS 1SBLK 300 B S T 12 " R C P 1S F D WD D E C K B S T 12 " R C P 2 S B W GR U S 2 1 BSTMTLGR WD WALL SCONC321 BK WALLBST320 S C R U B 3 15 3 14 319BOARDBILL 3 W D R AIL 3SBW 1S F D 3 11 APPROX 1SBKD S C R U B 2 - WD R A IL GR D E C K DECK 3 13 2 9 6 2 9 4 W WW12" RCP W W S TANKSEPTIC W E L L 225 230 PCSta. 230+77.24 235 P I S t a 10 + 4 2 .9 2 D L = 2 4 . 0 1 ’ T = 1 2 . 1 8 ’ R = 5 7 . 6 0 ’ P I S t a 13 + 0 0 .3 3 D L = 2 9 4 .10 ’ T = 15 0 .0 4 ’ R = 6 0 3 .11’ - Y13 - P C S t a . 11+ 5 0 .2 9 - Y13 - P O T S t a . 15 + 4 1.9 6 P C POT PT P C P T -Y13- -Y13- -L--L- -Y14- PI Sta 237+22.38 D L = 1,229.11’T = 645.15’R = 1,637.02’-L- - Y13 - P O T S t a . 10 + 0 0 .0 0 = - L - P O T S t a . 2 2 6 + 0 8 .8 3 - Y13 - P C S t a . 10 + 3 0 .7 4 - Y13 - P T S t a . 10 + 5 4 .7 5 - Y13 - P T S t a . 14 + 4 4 .4 0 - Y 1 3 - - Y 1 4 - P O T S t a . 1 2 + 6 0 . 1 6 - L - P O T S t a . 2 2 7 + 2 5 . 9 6 - Y 1 4 - P O T S t a . 1 0 + 0 0 . 0 0 - L - P O T S T A . 2 2 6 + 0 8 . 8 3 - Y 1 3 - S T A . 1 0 + 0 0 . 0 0 = G RAU 3 5 0 GRAU 350 5’R28’24’ 5 0 ’ R 5 0 ’ R 5 0 ’ R 5 0 ’ R 3 0 0 ’ T AP E R 4 5 0 ’ UNIF OR M T AP E R RETAIN EXISTING DRIVE TIE TO EXISTING DRIVE ABANDON WELLSEAL AND 2 0 0 4 / 2 0 3 0 A D T 4 / 7 1 / 1 2 / 5 4 0 / 7 0 4 3 / 8 1 - Y 1 4 - C H E R R Y L A N E R D 2004 / 2030 ADT 6/108/1743/8140/70-Y13- SHAWTOWN RD 15/28 70’ 60’ 60’ 2 2 5 + 7 1 . 0 0 7 9 . 0 0 1 1 + 0 0 . 0 0 2 3 0 + 0 0 . 0 0 5 1 . 0 0 2 2 9 + 5 0 . 0 0 5 5 . 0 0 2 3 0 + 6 2 . 0 0 2 3 2 + 0 0 . 0 0 5 5 . 0 0 236+06.00 2 3 0 + 0 0 . 0 0 9 0 . 0 0 2 9 . 5 4 3 0 . 0 5 2 2 5 + 3 3 . 0 0 4 0 . 0 0 2 2 7 + 2 1 . 0 0 3 0 . 0 0 2 2 6 + 1 8 . 0 0 3 0 . 0 0 3 1 . 6 0 2 8 . 4 2 2 2 7 + 9 0 . 0 0 2 2 9 + 0 0 . 0 0 6 6 . 0 0 2 2 8 + 5 0 . 0 0 7 0 . 0 0 2 2 8 + 3 7 . 0 0 3 0 . 0 0 - Y 1 4 - 1 1 + 7 2 . 0 0 - Y 1 4 - 1 1 + 7 2 . 0 0 2 2 5 + 3 7 . 0 0 5 1 . 0 0 2 2 5 + 0 0 . 0 0 5 7 . 0 0 - Y 1 3 - 1 0 + 6 0 . 0 0 - Y 1 3 - 1 0 + 9 4 . 0 0 1 1 + 0 8 . 5 0 R \ W R \ W P U E R \ W P L 8 0 . 5 3 P L 5 4 . 7 1 P L 2 2 5 + 6 5 . 0 0 6 8 ’ , 8 6 ’ 2 2 5 + 7 3 . 0 0 8 0 . 0 0 R \ W 2 2 5 + 7 1 . 0 0 R \ W 2 3 2 + 7 4 . 0 0 5 4 ’ , R \ W 50.00PL 233+55.00 233+65.00 99.00 233+66.00 63.0063’, 98’235+94.00 83’, 118’81’, 118’ 2 2 5 + 9 6 2 2 6 + 4 8 R/ W 2 2 6 + 2 0 F C F C C C C C C C C C C F F F C C CCCCCC C C C C C C C C C C C C C C C h R W M O N h R W M O N h R W M O N h R W M O N S 4 3 2 1’ 4 3 " E S6250’06"E S7652’55"E N33 19’24"E73.43’ N33 19’23"E16.57’ N5744’49"E 164.15’ N5819’24"E 42.00’ R E B A R R E B A R R E B A R 1 6 6. 0 2 ’ R/ W- E I P 1 0. 0 6 ’ R E B A R - R/ W N6250’04" W 29.94’ 223.86’ R/ W- C O R 1.28’ RE B A R- R/ W 265.76’ R/ W-COR 7.10’ REBAR-R/ W P K N AI L R E B A R E I P EIP REBAREIPEIPEIP E I P E I P E I P R E B A R E I P S44 29’40"W N 3 6 3 8 ’ 5 9 " W 16 8 . 2 1’ N 3 4 3 8 ’ 5 4 " W 7 6 . 4 0 ’ S75 26 ’57"W 99 .50 ’ S6717’39"W 55.14’ N 2 0 3 6 ’5 1"W 3 8 .3 9 ’ N 2 0 3 5 ’5 2 "W 4 4 .8 7 ’ N 0219’09"E 33.59’ N8 4 5 2’2 8" W 7 4.0 8’ S75 26 ’59 "W 4 .94 ’ 131.84’ EIP-EIP10.80’ R/W -EIP N5618’15"E 223.45’ N5618’14"E 26.91’ S6142’32"W 127.33’ N 3 7 0 2 ’ 0 5 " W 2 9 0 . 15 ’ N3643’41"W220.68’ N7425 ’25"E 189 .17 ’ N5636’34"E 151.81’ EIP-REBAR 9.27’ R/W-EIPS4129’58"W217.13’S5120’37"W40.02’ EIP-EIP9.81’ R/W -EIPN3615’23"W71.61’N3940’23"W95.68’N4205’22"W78.94’S8555’37"W 62.92’N3145’00"E199.47’ REBAR-COR7.50’ R/W -REBARREBAR N 3 6 5 9 ’ 2 8 " W 14 . 5 8 ’ 6 0 .0 0 ’ 6 0. 0 0 ’ EXISTING R/W EXISTING R/W EXISTING R /W EXISTING R/W A N D M A R IL Y N C R O U S E & M A R IL Y N C R O U S E C L A R E N C E R O B Y FIRE DEPARTMENTCHERRY LANE VOLUNTEER DB 150 PG 89DB 108 PG 770 BETTY LOU JONESELGIN JONES AND 9 2 9 3 9 4 9 5 9 6 9 7 9899100102 2 2 4 2 2 5 2 2 6 2 2 7 G E O R G E M . W IM M E R J O H N E . R O Y A L M I C H A E L J . R O Y A L A N D J U A N I T A H . R O Y A L M A R C E L E N E H . D O U G L A S E A R L T R I P L E T T A N D R A C H E L T . T R I P L E T T D O N N A L . S H U M A T E A N D D A V I D C H R I S W A L K E R D B 18 1 P G 2 6 1 D B 14 4 P G 3 6 9 D B 3 4 7 P G 3 5 3 D B 1 2 5 P G 3 D B 1 4 3 P G 2 1 9 P B 6 P G 5 8 D B 2 3 7 P G 1 3 1 1 P B 6 P G 5 8 D B 2 6 4 P G 9 4 2 D B 9 3 P G 6 9 5 D B 2 2 7 P G 7 1 0 DB 84 PG 379 68.39’ +40.35 31.30’+63.98 2 9. 7 5 ’ + 9 9. 6 0 18 .8 4 ’ + 6 4 .18 23.44’+78.31 18.61’+79.9828.16’+96.28 3 1. 15’ + 7 9. 8 2 - Y 13- 3 0. 18’ + 7 5. 5 6 - Y 13- 2 8 .6 3 ’ + 2 6 .8 8 - Y 14 - 3 0 .9 4 ’ + 2 8 .12 - Y 14 - S 6107’54" E 91.26’ D B 2 8 9 P G 6 2 C H R I S T I N A B R O O K S S I M P S O N D B 2 8 9 P G 6 2 C H A D D A V I D S I M P S O N 9 5 A N D J O A N N K E L L Y S M IT H T R U S T HE N R Y C . S M IT H A N D J O A N N K E L L Y S M IT H T R U S T H E N R Y C . S M IT H h R W M O N h R W M O N h R W M O N h R W M O N D A R R E N R A Y B O T T O M LEYMELVIN MILES DB 56 PG 162 N 3833’20" E 171.29’129 MARLOWE LAVERNE LUFTON DB 338 PG 104024"HEADWALLREMOVEPES14 S.Y. FILTER FABRICRIP RAP WITH5 TONS CLASS ’B’15"22-5 22-322-4 REMOVE 18 " 24" 2 2 - 1 22-22GI-B 2 G I- A 2 G I- A NAD 83 22’ S E E D E T A I L 3 - L - S T A . 2 3 9 + 6 0 T O 2 4 1 + 0 0 R T C U T D I T C H S E E D E T A I L 4 D D E = 8 C Y - L - S T A . 2 3 9 + 1 0 T O 2 3 9 + 6 0 R T S T A N D A R D B A S E D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet23.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS23R-3101 MATCH L INE -L - STA . 237+ 00 SEE SHEET 22 MATCH LINE -L- STA. 249+00 SEE SHEET 24 - L - S T A . 2 3 9 + 6 0 T O 2 4 1 + 0 0 R T F O R - L - P R O F I L E S E E S H E E T 5 6 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S - L - S T A . 2 3 9 + 1 0 T O 2 3 9 + 6 0 R T - B L - 4 6 2 3 2 + 7 3. 4 9 P IN C -BL- 47 241+17.59 PINC B M10 2767.98 INV =2 7 6 0 .6 1 T O GET IN V U N ABLE T O H W R O C K 2 4" C M P MT L 1S F D S C O N C 48" W W /1SBW WE 2 7 7 6 .3P OND 328 G R B O A R D B IL L M T L MT L 3 2 0 4 8 " W W / 1S B W B S T P A 3 3 1 3 3 2 3 3 3 3 3 6 72" CHL/3SBW BUS/S 1SBLK 3 2 5 72" CHL/3SBW 334 335MTL MTL CANOPY BST24" BLK W A LL 72" BLK WALL 48" WW/2SBW 48" WW/1SBW 339 S B ST 3 27 48" W W /1SBW SMTL US 321 S SS S B U S 2 S MT L S SC R U B 3-WD R A IL 3-W D RAIL/2SBW GR 326 12" HDPE EIP REBARN8209’36"W94.82’ E IP S8309’13" W 762.82’ S8215’38" W 16.03’ N13 00’00"E282.16’ N1800’16"W315.92’N8604’22"E79.74’N1851’25"W2.78’N34 16’25"E267.51’N8059’02"W302.80’ 40.00’ E X IS T IN G R / W E X IS T IN G R / W N1850’59"W18.92’S0138’36"W362.64’S02 41’29"W107.36’DB 223 PG 472DB 141 PG 520DB 165 PG 835DB 72 PG 437 B E T T Y L O U J O N E S E L G I N J O N E S A N D 1 0 3 1 0 3 1 0 4 10 1 228106 1 0 2 CAROL W. JOHNSON NICOLE ELIZABETH BLEVINSCAROL W. JOHNSON DB 165 PG 835DB 72 PG 437 D B 1 3 5 P G 1 8 4 D B 3 4 9 P G 13 5 0 D B 8 4 P G 3 7 9 D B 1 3 5 P G 1 8 4 21.35’+16.60 22.75’+24.26 D B 3 19 P G 8 7 5 B IL L Y G E N E B L E V IN S , SR. B IL L Y G E N E B L E V IN S , S R N 3833’20" E 171.29’ S 7 8 0 6 ’ 4 0 " E 3 6 3. 4 0 ’ S 0612’04" W 104 DB 319 PG 875BILLY GENE BLEVINS, SR. D O N A N D G L E N N A A T W O O D D O N A N D G L E N N A A T W O O D 240 PTSta. 243+06.34 245 TSSta. 245+15.84SCSta. 247+15.84 B P Is S t a 2 4 6 + 4 9 .19 FL s = 2 0 0 .0 0 ’ L T = 13 3 .3 5 ’ S T = 6 6 .6 8 ’ P I S t a 2 5 0 + 0 4 . 1 6 D L = 5 7 2 . 3 2 ’ T = 2 8 8 . 3 2 ’ R = 1 , 9 0 9 . 8 6 ’ - L- - L - P I S t a 2 3 7 + 2 2 . 3 8 D L = 1 , 2 2 9 . 1 1 ’ T = 6 4 5 . 1 5 ’ R = 1 , 6 3 7 . 0 2 ’ BEGIN MILL AND RESURFACE END CONSTRUCTION POS Sta. 246+50.00 -L- G RA U 3 5 0 G RA U 3 5 0 G RA U 3 5 0 3 0 0 ’ 28’ 24’ 10’R 60 ’ 26’ 56’ 60’ 60’ 60’30’ 2 4 0 + 0 0 . 0 0 237+ 96.00 73.00 2 4 1 + 2 0 . 0 0 2 4 2 + 0 0 . 0 0 9 5 . 0 0 2 4 2 + 5 0 . 0 0 1 0 0 . 0 0 2 4 3 + 0 0 . 0 0 9 5 . 0 0 2 4 4 + 0 0 . 0 0 245+00.00 R/W, 60.00 2 4 2 + 0 0 . 0 0 2 4 3 + 0 6 . 3 4 2 6 . 0 0 2 4 3 + 5 0 . 0 0 3 0 . 0 0 , 2 6 . 0 0 3 0 . 0 0 , 2 6 . 0 0 248+08.72 30.00 246+05.00 65.00 67.69PL245+15.84 30.00245+90.00 30.00246+65.00 30.00 247+15.84 30.00 247+15.84 30.00246+65.0030.00245+15.84 30.00245+90.00 30.00 238+ 37.00 86.00 238+ 59.00 66.00 2 4 0 + 9 2 . 0 0 6 0 . 0 0 2 4 0 + 9 7 . 0 0 9 5 . 0 0 2 4 1 + 0 8 . 0 0 9 4 . 0 0 6 5 . 0 0 7 0 ’ , 1 0 2 ’ 2 4 4 + 0 9 . 0 0 7 0 ’ , 1 0 2 ’ 248+31.00 R\W P U E 246+35.00 R/W, 62.00 C C C C C C C CCFCFCFC F F C C C C C C C C C C C C F 30 " 1 6 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ P E S 15 " 2 3 - 1 B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H D E T A I L 4 B = 2 F t . M i n . D = 1 F t . Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . 2 3 - 2 2 3 - 3 P L U G A N D A B A N D O N R E M O V E H E A D W A L L A N D J A C K B O R E 1 8 " 2 3 - 4 3 0 . 0 0 4 0 . 0 0 + 8 5 . 0 0 3 0 . 0 0 4 0 . 0 0 + 1 0 . 0 0 E N D W A L L C O N C 3 0 ’ , 6 0 ’ , 6 5 ’ + 8 0 . 0 0 3 0 ’ , 6 0 ’ + 1 0 . 0 0 6 0 . 0 0 + 5 9 . 0 0 E S T . 8 C U . Y D . D D E N AD 83 HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet24.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS24R-3101 M ATCH LIN E -L- STA. 249+00 SEE SH EET 23 MATCH LINE -L- STA. 261+00 SEE SHEET 25 -BY18- 119 12+88.31 POT -BL-GPS R3101-13 248+61.67 PINC 7+77.18 POT - B Y 1 7- 116 5+00.00 POT - B Y 18- 118 5+00.00 POT -BY19- 122 15+57.13 POT11+23.62 PINC-BY19- 121 (60D NAIL SET) ELEV=2689.91’ T6-217 POT 5+00.00 (TRAV. M ON.)ELEV=2686.59’= -T6- 13 POT 8+28.62 BM112667.60 INV=2666.07 GET INVUNABLE TOINV=2667.68 INV=2670.04 INV= 2 6 8 7 .5 2 INV= 2 6 8 9 .4 8 INV=2 6 9 1.0 9 IN V =2 7 0 2 .9 3 T O G E T I N V U N A B L E T O 24" CM P 15" CONC. C B 18" CONC.18" CMP 18"CMP F L O W D I R . O F H W R O C K HWROCK B IL L B O A R D M T L 3 3 7 S C R U B S C R U B U S 3 2 1 S B S T 4" ROCK CURB BLUE RIDGE PARKWAYWD RAIL 5SBW BST5SBWSCONC C B 250 CSSta. 252+88.16 STSta. 254+88.16 255 260 P I S t a 2 5 0 + 0 4 . 1 6 D L = 5 7 2 . 3 2 ’ T = 2 8 8 . 3 2 ’ R = 1 , 9 0 9 . 8 6 ’ P I s S t a 2 5 3 + 5 4 . 8 5 F L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 3 5 ’ S T = 6 6 . 6 8 ’ - L - - L - - L - 30’ 2 4 9 + 6 4 . 1 6 3 0 . 0 0 M A R K E R C O N C M O N N5447’26"E 46 .75’N42 47’27"E 114.43’ N 4 3 4 4 ’3 2 "W 3 2 4 . 4 2 ’ E I P C O N C M O N E I P N58 57 ’04 "E 658 .16 ’ N18 18’06"E94.90’ N 4 3 4 3 ’0 2 "W 15 0 .8 0 ’ S5137’35"W 391.74’ MARKER-CONCMON 5.79’ R/W-MARKER C O N C M O N 40.00’ E X IS T IN G R / W E X IS T IN G R / WD B 16 5 P G 8 3 5 D B 7 2 P G 4 3 7 10 6 10 6 2 2 8 N IC O L E E L IZ A B E T H B L E V IN S C A R O L W . J O H N S O N C A R O L W . J O H N S O N D B 2 2 3 P G 4 7 2 D B 14 1 P G 5 2 0 D B 16 5 P G 8 3 5 D B 7 2 P G 4 3 7 BLUE RIDGE PARK WAY B L U E R I D G E P A R K W A Y 19 . 6 8 ’ + 6 8 . 9 9 19.23’ +53.35 1 0 4 D B 3 1 9 P G 8 7 5 B I L L Y G E N E B L E V I N S, S R. NAD 83 22’28’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet25.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS25R-3101 MATCH LINE -L- STA. 261+00 SEE SHEET 24 MATCH LINE -L- STA. 273+00 SEE SHEET 26 F O R - L - P R O F I L E S E E S H E E T 5 7 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F N O T E S I S I N T H E P R O C E S S O F A C Q U I S T I O N A N D T H E P U E F O R T H I S P A R C E L T C E H A S B E E N A C Q U I R E D F O R P A R C E L 1 0 7 U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T ON PARCEL 107R/W AND TCEPREVIOUSLY ACQUIRED APPROX S C R U B S C R U B SCRUBSCRUB S C R U B SCRUBSCRUB MT L 3 3 8 3 3 9 5 S B W 3 4 0 WELLINGTON ROAD BST 8’ SOIL DRIVEBST PAGR3433441SBDSS350W1SBKD 48" WW341 GR WD R A IL 4SBW 4SBW SAVANNAH LANE GR SHW2- ROCK 24" CMP342347577GUY POLE346 S28 18’05"W79.95’ S12 18’05"W115.00’ N6143’00"E 257.19’S08 18’05"W655.00’ EIP-COR6.93’ R/W -EIP REBAREIP 40.00’ E X I S T IN G R / W E X IS T I N G R / W EXISTING R/W VARIES EXISTING R /W VARIES AND NORRIS G. DIXONCHRISTOPHER G. & N. D. SHEPHERD107 108109 BRUCE M. ALEXANDER P A T R I C I A P . H O L L O W A Y A N D R O B E R T T . H O L L O W A Y DB 173 PG 340 PB 8 PG 106DB 247 PG 781DB 165 PG 698 B L U E R I D G E P A R K W A Y B L U E R I D G E P A R K W A Y 23.15’+86.8523.68’+43.65 50.00’-BL- 48 266+61.98 PINC -BL-GPS R3101-14 259+90.82 PINC 5+00.00 POT 5+00.00 POT 7 + 6 8. 9 0 PI N C - B Y2 0- 12 4 10+06.90 POT -BY20- 125 (60D NAIL SET)ELEV=2657.13’T7-218 POT 8+42.81 (TRAV. MON.) ELEV=2663.87’ = -T7- 14 POT 5+00.00 PCSta. 264+12.44 265 PTSta. 268+92.20270 PCSta. 270+68.58 - L- PI Sta 266+53.39 D L = 479.77’T = 240.95’R = 2,083.48’PI Sta 272+90.27 D L = 441.06’T = 221.69’R = 1,762.95’-L- P O T S t a . 2 6 9 + 0 0 . 0 0 - L - E N D M I L L A N D R E S U R F A C E B E G I N C O N S T R U C T I O N 24’GRAU 350 60’60’270+50.00 40.00 272+00.00 40.00 269+07.00 58.93 270+00.00 119.00271+00.00 140.00271+50.00 140.00272+00.00 129.00273+00.00 93.00272+50.00 34.00270+60.00 270+85.00 2 6 8 + 5 3 . 0 0 269+45.00 99.00269+18.3230.00R\W 123.32PL37.15PL EXISTING R/W EXISTING R/W272+26.28 30.00 EXISTING R/W50.00’EXISTING R/W40.00’R/W, TCE, 45.00 R/W, TCE, 45.00272+96.00 45’, R\W 38.00PUE C CC CC CCCCCCCCCFCFC 9 8 8 4 3 3 . 7 8 1 4 0 3 6 9 3 . 6 8 2 6 5 3 . 2 2 9 8 8 4 3 9 . 7 4 1 4 0 3 6 8 7 . 0 9 2 6 5 3 . 2 5 9 8 8 4 4 0 . 2 5 1 4 0 3 6 8 6 . 8 7 2 6 5 3 . 6 0 9 8 8 4 4 6 . 9 3 1 4 0 3 6 8 0 . 6 6 2 6 5 3 . 2 6 9 8 8 4 3 9 . 8 3 1 4 0 3 6 8 7 . 5 9 2 6 6 1 . 2 2 9 8 8 4 4 0 . 6 5 1 4 0 3 6 8 7 . 3 8 2 6 6 2 . 9 0 9 8 8 4 4 4 . 3 9 1 4 0 3 7 3 4 . 7 5 2 6 5 3 . 1 2 9 8 8 4 5 0 . 7 7 1 4 0 3 7 2 9 . 0 0 2 6 5 3 . 1 7 9 8 8 4 5 2 . 2 0 1 4 0 3 7 2 7 . 7 2 2 6 5 3 . 1 3 9 8 8 4 5 8 . 3 9 1 4 0 3 7 2 1 . 5 4 2 6 5 3 . 1 3 9 8 8 4 5 0 . 3 5 1 4 0 3 7 2 8 . 8 3 2 6 6 1 . 0 3 9 8 8 4 5 0 . 1 0 1 4 0 3 7 2 8 . 5 4 2 6 6 2 . 6 8 CUL5 CUL7 CUL8 CUL1 CUL6 CUL2 CUL4 CUL3 INV=2 6 5 8 .17 INV=2 6 5 8 .5 7 CE2 CE1 HW2 HW1 I N V = 2 6 6 6 . 3 3 INV=2669.08 INV=2 6 8 7 .0 1 INV=2693.72 18"CM P 8 ’X 8 ’ 2 - B A R R E L C U L V E R T # 8 2 4 " C M P 15"CMP H W R O C K C U L V E R T # 8 T W O B A R R E L S N O R T H E A S T E L E V . C U L 1 C U L 2 C U L 3 C U L 4 C E 1 H W 1 C U L 5 C U L 6 C U L 7 C U L 8 C E 2 H W 2 NAD 83 28’ 28’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet26.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS26R-3101 M ATCH LIN E -L- STA. 273+00 SEE SHEET 25 MATCH LINE -L- STA. 285+00 SEE SHEET 27 F O R - L - P R O F I L E S E E S H E E T 5 8 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 1 5 - P R O F I L E S S E E S H E E T 7 2 -BL- 48 266+61.98 PINC 5+00.00 PINC-BY21- 126 8+50.56 POT -BL-49 276+75.60 PINC (BR IDGE SP IKE SET ) ELEV=2693 .08 T8 -219 POT 5+00 .00 (TRAV. MON.)ELEV=2716.41’= -T8- 49 POT 9+29.37 INV = 2 6 8 0 .5 1 INV = 2 6 8 3 .5 0 IN V =2 6 8 8 .6 8 IN V = 2 6 8 9 .9 8 INV = 2 6 9 3 . 16 INV = 2 6 9 5 . 5 7 INV=2701.05INV=2703.24 INV=2709.57 INV=2713.43 18"CM P 30"CM P 24"CO N C. 18"CM P DI 84"CMP HWCONCHWCONC H W R O C K HWROCK 275 PTSta. 275+09.64 PCSta. 278+63.52 280 PTSta. 283+85.83285 PI Sta 281+24.78 D L = 522.31’T = 261.26’R = 7,639.44’-L- P I S t a 12 +38.10 D R = 5 2 0 . 8 7 ’ T = 1 6 8 . 2 8 ’ L = 3 2 5 . 5 3 ’ - Y 1 5 - - L - - L - -Y15--Y15-POT Sta. 10+00.00 -Y15-PC Sta. 10+69.82 -Y15-PT Sta. 13+95.35 -Y15-POT Sta. 15+00.22=-L-POC Sta. 282+74.95 G R A U 3 5 0 G R A U 3 5 0 GRAU 35050’R50’R 24’ 24’ G R A U 3 5 0 GRAU 350 G R A U 3 5 0 G R A U 3 5 0 G RAU 3 5 0 2004 / 2030 ADT 3/5 1/22/3 43/8144/82-Y15- PULL TAIL RD 60’ 60’ 2 7 3 + 0 0 . 0 0 9 3 . 0 0 2 7 3 + 5 0 . 0 0 8 0 . 0 0 2 7 4 + 0 0 . 0 0 7 5 . 0 0 2 7 5 + 0 0 . 0 0 7 0 . 0 0 2 7 6 + 0 0 . 0 0 6 4 . 0 0 2 7 6 + 5 0 . 0 0 6 2 . 0 0 2 7 7 + 5 0 . 0 0 4 3 . 0 0 2 7 9 + 5 0 . 0 0 4 2 . 0 0 2 8 0 + 5 0 . 0 0 6 5 . 0 0 2 8 1 + 0 0 . 0 0 6 1 . 0 0 281+50.00 69.00282+00.00 70.00282+50.00 64.00283+00.00 51.00 283+50.00 45.00284+00.00 51.00284+50.00 71.00 285+00.00 83.00283+50.00281+95.00 2 7 4 + 8 0 . 0 0 284+50.00 52.00 2 7 7 + 5 0 . 0 0 R\ W , 5 0 . 0 0 2 7 8 + 10 . 0 0 R \ W , 5 0 . 0 0 2 7 4 + 5 0 . 0 0 7 5 . 0 0 281+71.41 30.00-Y15- 14+20.00 2 7 8 + 0 0 . 0 0 2 7 8 + 5 0 . 0 0 6 0 . 0 0 4 5 , 6 0 2 7 5 + 5 0 . 0 0 2 7 6 + 1 0 . 0 0 4 0 . 0 0 4 8 . 0 0 4 0 . 0 0 4 8 . 0 0 R\W 68.42PL 2 7 9 + 15 .0 0 2 8 0 + 5 0 . 0 0 5 0 . 0 0 2 8 0 + 3 3 . 0 0 51’-Y15- 14+20.00 R/WR/W 5 0 . 0 0 2 7 2 + 9 6 . 0 0 71’, R\WPUE282+04.00 71.00282+33.00 118.00282+51.50 R\W D U E PU E P U E F C F C F C F C F C C C C F C F F F C F C F C F C F C F CF CFCFCCCFCFCF CF C F F SCRUBSCRUBSCRUB S C R U B H TR HTR3 4 8 3 4 9 M T L M T L U S 2 1 HTR S H T RD E C K WD H T R GR 3 5 1 3 5 2 1 S F D 3 5 3 B U S 1 S F 3 5 4 3 5 5 G R M T L 3 5 6 HTR357MTL4SBW358359SR 1111 PULL TAIL ROAD BST5SBW1SBLKGR 48" WW/1SBW G R D E C K D E C K DECK D EC K G R DEC K HWCONC362 S B 12 " R C P 2689.44 B3114 B27702702.12 15" RCP W W SPRING BOX 347 1 S F D 36" W W SEPTIC TANK S E P T IC T A N K SEPTIC TANK 18" 18" F S FS 2 2 S . Y . F I L T E R F A B R I C R I P R A P W I T H 7 T O N S C L A S S ’ B ’ 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ 7 S.Y. FILTER FABRICRIP RAP WITH2 TONS CLASS ’B’ H E A D W A L L R E M O V E HEADWALLREMOVE P E S REM . R E M . D I E N D W A L L C O N C PES 2 6 - 1 2 6 - 2 2 6 - 3 2 6 - 4 26-626-7 2 G I - D 2 G I - A 2GI-A G RA D E TO D RA IN 1 8 " 2 6 - 5 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 36" RETA IN B O R E & J A C K 4 5 . 0 0 R \ W + 3 0 . 0 0 4 5 . 0 0 R \ W + 5 5 . 0 0 35.00R\W+50.0035.00R\W+70.00 3 5 . 0 0 R \ W + 0 0 . 0 0 3 5 . 0 0 R \ W + 2 0 . 0 0 3 5 . 0 0 R \ W + 5 0 . 0 0 3 5 . 0 0 R \ W + 7 0 . 0 0 18"26-8 N3146’53"E323.33’ R/W -COR 2.64’ REBAR-R/W R E B A R E I P R E B A R R E B A R REBAR60.00’EXISTING R/W EXISTING R/W A N D J A N E H I N C H E R J A M E S C L Y D E H I N C H E R 1 1 0 1 1 1 1 1 2 1 1 3 114 CALVIN A. MELLOTT J A M E S L . W O O D R U F F D B 5 5 P G 2 2 1 D B 7 2 P G 4 3 7 D B 1 8 0 P G 9 7 1 D B 2 9 2 P G 7 6 2 DB 166 PG 124 D B 1 6 8 P G 9 3 2 D B 2 6 8 P G 3 8 1 20.13’+03.25 M A C K O S B O R N E L I N D A B E D S A U L C A R O L W . J O H N S O N S 8645’45" E323.50’N 8645’45" W111.16’N 6 9 4 0 ’3 8 " E 12. 9 2 ’ S 8845’22" E46.11’ S 8127’22" E 53.12’ N 84 10’38" E 39.69’ 13.74’ 31.09’S 8719’22" E31.77’ S 16 33’50" E 318.26’ P B 9 P G 7 30’ PRIVATE R/W AS PER PB 7 PG 9UST UST UST NAD 83 28’ 28’ S E E D E T A I L 3 - L - S T A . 2 9 1 + 3 5 T O 2 9 2 + 0 0 R T C U T D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:44 R:\R3101\Design\r3101_ddc_sheet27.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS27R-3101 MATCH LINE -L- STA . 285+00 SEE SHEET 26 M ATCH LIN E -L- STA. 297+00 SEE SH EET 28 - L - S T A . 2 9 1 + 3 5 T O 2 9 2 + 0 0 R T F O R - L - P R O F I L E S E E S H E E T 5 8 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S -BL - 50 283+77 .56 P INC -BL- 51 288+99.86 PINC (60D NAIL SET)ELEV=2726.43’T9-220 POT 5+00.00 BM122726.36 (TRAV. MON.)ELEV=2756.29’= -T10- 51 POT 9+25.64 (TRAV . MON .) ELEV=2734 .55 ’ = -T9 - 50 POT 7+79 .17 INV=2 7 2 0 .5 3 INV = 2 7 3 3 .5 8 INV = 2 7 3 0 .8 3 IN V =2 7 2 5 .0 1 INV=2748.08 TO GET INVUNABLE TO 18 "CMP 30"STEEL 18"STEEL 18"CMP HW R O C K SCRUBSCRUB SCRUB S C R U B 3 6 3 3 6 5 3 6 6 3 6 9 1S B K D C O N C 3 6 8 B S T GR 6 0 " W W 370371 BSTMTL D E C K ARBOR LANE SOIL 18 "CMP HW R O C K US 21 BST N4152’37"E 1450.34’ N47 02’37"E 265.50’ N37 53’54"E 269.91’ N 4 5 0 6 ’0 5 "W 19 8 .4 4 ’ E I P E I P S5037’47"W 1367.17’DUKE POW ER R/W DUKE POW ER R/W DUKE POW ER R/W 200.00’ 40.00’ 40.00’ E XIS T ING R / W E X IS T ING R / W EXISTING R/W EXISTING R/W S14 58’55"W184.35’S3118’55"W319.10’PB 2 PG 61PB 1 PG 65DB 74 PG 473DB 98 PG 236 11 5 1 1 6 1 1 7 118119 1 1 4 C A L V I N A . M E L L O T T W I L L I A M A . H A S H A N D D O R I S H A S H S C O T T S T O K E R A N D S H A N E S T O K E R BRIAN W. RAINES D B 1 6 6 P G 1 2 4 D B 9 3 P G 6 3 2 P B 2 P G 6 1 D B 3 2 7 P G 8 7 7 D B 2 5 8 P G 2 9 1 PB 2 PG 61DB 168 PG 890 20.54’ +73.39 21.06’+62.43 21.09’+50.82 LORRAINE M. STOKER, ESTATE WB 12-E-123 A L L E G H A N Y S T O N E , L L C PR102 285 PCSta. 288+31.04 290 PTSta. 294+04.24 PCSta. 294+86.04295 PI Sta 291+20.61D L = 573.20’T = 289.56’R = 1,637.02’PI Sta 296+95.41D L = 418.56’T = 209.37’R = 5,729.58’-L--L--L- G RA U 3 5 0 GRAU 350 24’ 24’75’R30’R 60’ 60’ 2 8 5 + 0 0 . 0 0 8 3 . 0 0 2 8 5 + 5 0 . 0 0 8 0 . 0 0 2 8 6 + 0 0 . 0 0 6 7 . 0 0 2 8 6 + 5 0 . 0 0 4 3 . 0 0 2 8 7 + 0 0 . 0 0 4 6 . 0 0 2 8 7 + 5 0 . 0 0 5 8 . 0 0 2 8 8 + 0 0 . 0 0 6 5 . 0 0 2 8 8 + 5 0 . 0 0 6 5 . 0 0 2 8 9 + 0 0 . 0 0 6 0 . 0 0 2 8 7 + 5 0 . 0 0 6 5 , 4 8 2 8 8 + 5 0 . 0 0 4 5 . 0 0 2 8 8 + 0 0 . 0 0 4 6 . 0 0 2 8 9 + 5 0 . 0 0 4 5 . 0 0 2 9 0 + 5 0 . 0 0 3 9 . 0 0 2 8 9 + 5 0 . 0 0 4 7 . 0 0 2 9 0 + 5 0 . 0 0 4 8 . 0 0 2 9 1 + 5 0 . 0 0 6 1 . 0 0 2 9 2 + 5 0 . 0 0 3 0 . 0 0 2 9 2 + 0 0 . 0 0 4 4 . 0 0 293+00.00 77.00293+50.00 72.00294+00.00 60.00294+50.00 44.00293+50.0032.00294+00.00 34.00294+70.00295+50.00 32.00 296+00.00 62.00297+00.00 47.00 2 8 5 + 6 0 . 0 0 296+10.00 296+60.00294+30.00295+00.00 35.00296+00.00 75, 54 295+50.00 57.00 2 9 2 + 5 0 . 0 0 6 5 . 0 0 2 9 1 + 0 0 . 0 0 4 0 . 0 0 2 8 6 + 1 5 . 0 0 296+35.00 75, 52 R\WR\W R\W, 65.00R\W, 65.00 4 4 . 4 5 P L 4 6 . 6 7 5 1 . 7 3 P L P L 33.12PL 45.79PL296+50.00 76.00 2 8 6 + 8 5 . 0 0 33.54PL 51.08PL75.43PL53.73PL 4 7 ’ , 6 5 ’ 5 0 ’ , 6 5 ’ 2 8 7 + 0 0 .0 0 4 1’, R\ W R \ W , 4 5 ’ , 6 5 ’ 296+97.00 296+86.00296+97.00 R\W296+93.00 90.00PUE 296+83.00 88.00PUE F C F C F C F C F C F C F C F C F C F C F C F C F C F F C F C CFCFCFCCCFCFCFCCFFF 2 4 " 18" 24" 7 S.Y. FILTER FABRICRIP RAP WITH2 TONS CLASS ’B’ H E A D W A L L R E M O V E 1 4 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ E N D W A L L C O N C . P E S 15 " PES Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . 2 7 - 1 2 7 - 2 2GI-D E N D W A L L C O N C . 2 7 - 3 2 7 - 5 2 7 - 4 27-7 27-6 + 0 5 . 0 0 4 5 . 0 0 4 5 . 0 0 R \ W + 6 5 . 0 0 R \ W 4 5 . 0 0 R \ W + 3 0 . 0 0 35.00R\W+75.0035.00R\W+95.00 5 0 . 0 0 R \ W + 3 0 . 0 0 5 0 . 0 0 R \ W + 5 0 . 0 0 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ NAD 83 28’ 28’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet28.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS28R-3101 MATCH LINE -L- STA. 297+00 SEE SHEET 27 MATCH LINE -L- STA. 309+00 SEE SHEET 29 F O R - L - P R O F I L E S E E S H E E T 5 9 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 1 6 R E V - P R O F I L E S S E E S H E E T 7 2 -BL- 52 295+88.66 PINC -BL- 53 300+85.24 PINC 5+00.00 POT 6 +71.40 PI N C - B Y22- 129 9+37.95 POT-BY22- 130 (60D NAIL SET)ELEV=2757.14’T10-221 POT 5+00.00 INV= 2 7 5 3 .9 9 IN V = 2 7 5 5 . 9 6 I N V = 2 7 6 7 . 0 6 IN V = 2 7 6 7 . 7 6 18"CM P H W R O C K H W R O C K INV =2 8 0 1.3 6 INV=2 8 0 3 .8 7 24" CM P 18 " C M P S C R U B S C R U B SCRUB SCRUBCEMETERY 3 7 2 3 7 3 7 S E L E C 3 7 4 3 7 7 9 S E L E C 3 7 8 9S ELEC 7 S E L EC G R SR 1467 STOKER ROAD BST 3 7 5 376 1S B KD GR3SBW5SBW4SBW4SBW379SOILFOUNDRUINS U S 2 1 B S T PTSta. 299+04.59 300 PCSta. 303+68.38 305 PCCSta. 309+40.09 -L-PI Sta 306+58.09 D L = 571.71’T = 289.71’R = 1,432.39’-L--L- -Y16REV- P OT - Y 1 6 - P C S t a . 1 0 + 0 0 . 0 0 = - L - P O T S t a . 3 0 2 + 0 8 . 4 9 75’R 24’ 24’ 2 0 ’ R 2 0 0 4 / 2 0 3 0 A D T 1 / 3 4 / 8 4 7 / 8 7 4 4 / 8 2 - Y 1 6 R E V - S T O K E R R D 5 / 1 1 60’ 60’ 2 9 8 + 0 0 . 0 0 7 0 . 0 0 2 9 9 + 0 0 . 0 0 3 8 . 0 0 3 0 0 + 5 0 . 0 0 4 4 . 0 0 3 0 1 + 0 0 . 0 0 3 8 . 0 0 3 0 1 + 6 6 . 0 0 3 0 1 + 5 0 . 0 0 4 1 . 0 0 3 0 2 + 0 0 . 0 0 3 0 3 + 0 0 . 0 0 3 9 . 0 0 3 0 3 + 5 0 . 0 0 3 6 . 0 0 3 0 4 + 0 0 . 0 0 3 9 . 0 0 3 0 4 + 5 0 . 0 0 39.00 3 0 5 + 0 0 . 0 0 305+50.00 40.00 3 0 4 + 5 0 . 0 0 5 5 . 0 0 306+00.00 80.00306+50.00 72.00306+00.00 44.00307+00.00 46.00 308+00.00 42.00 308+50.00 33.00309+00.00 36.00 309+00.00 54.00 1 0 + 6 5 . 0 0 2 7 . 2 8 1 1 + 0 0 . 0 0 2 3 . 0 8 3 0 3 + 2 7 . 0 0 3 0 . 0 0 3 0 1 + 2 6 . 0 0 3 0 . 0 0 2 9 7 + 0 0 . 0 0 4 7 . 0 0 2 9 7 + 5 0 . 0 0 5 2 . 0 0 2 9 8 + 0 0 . 0 0 4 8 . 0 0 3 0 1 + 0 0 . 0 0 4 4 . 0 0 3 0 0 + 5 0 . 0 0 7 7 . 0 0 3 0 3 + 0 0 . 0 0 3 0 3 + 5 0 . 0 0 4 5 . 0 0 308+00.00 57.00 2 9 9 + 4 0 . 0 0 6 0 , 4 8 R \ W R \ W R \ W 3 9 .7 8 P L 5 3 . 7 3 P L 67.12PL35.82PL 2 9 7 + 0 8 . 0 0 R \ W 3 2 ’ , 4 5 ’ 6 0 . 0 0 5 0 . 0 0 R \ W + 9 5 . 0 0 F C F C F C F C F F C F C F C F C F C F C F C F C F C F C F C F CC CC CCCCCCCCCF CF C PRIVATE R/W EASEMENT AS IN PB 6 PG 58 S 5 0 2 2 ’4 6 "W 10 3 2 . 8 2 ’ S5211’20"W S44 37’46"W 1073 .34’ EIP -COR 9 .18’ R /W-EIP E IP 285.05’ EIP-COR 6.13’ R/W-EIP EIP N A IL E IP EIP EIP EIPN7046’57"W156.96’N09 43’19"E335.99’N 1723’25"W45.99’N3605’45"W61.03’ N4 1 5 4 ’2 2 "W 9 7 .5 2 ’ N13 13’54"E164.21’ N00 09’55"E92.77’ 40.00’ E X IS T I N G R / W E X I S T I N G R / W EXISTING R/W EXISTING R/W 50.00’ S7045’06"E29.81’N0523’13"W62.31’N0327’38"W117.35’ A N D F R A N C I S M A S H B U R N J O H N S O N E D W A R D C A R L J O H N S O N A N D R E B E C C A F . J O H N S O N M A R Y S U E J O H N S O N D B A N D P G N U M B E R U N K N O W N D B 9 8 P G 2 3 2 D B 9 8 P G 2 8 4 1 2 0 1 1 9 1 2 1 12 2 123 1 2 4 1 1 9 126 B R I A N W . R A I N E S B R I A N W . R A I N E S H A S H H E I R S D B 1 6 8 P G 8 9 0 P B 2 P G 6 1 D B 1 6 8 P G 8 9 0 P B 2 P G 6 1 D B 1 3 1 P G 4 7 6 D B 1 4 1 P G 5 0 4 P B 2 P G 6 1 2 0 . 6 5 ’ + 9 3 . 9 4 2 1. 5 1’ + 4 1. 6 0 RICHARD H. SQUIRES, ET ALPB 9 PG 346DB 332 PG 401125KRISTEN L. BRAUNIG TRUST TAX MAPDB 157 PG 956ESTATE FILE 05-E-128 J O E D . & B R E N D A R . S T O K E R H E A D W A L L R E M O V E 24" 2 8 - 2 30 " REM . 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ P E S 2 8 - 3 2 8 - 4 2 8 - 5 2 8 - 6 S P E C I A L D I T C H G R A D E 2 G I - D C O N C " L " E N D W A L L G R A D E T O D R A I N R E M O V E H E A D W A L L B O X S P R I N G 2 8 - 1 P E S 5 0 . 0 0 R \ W + 7 5 . 0 0 5 5 . 0 0 R \ W + 5 5 . 0 0 5 5 . 0 0 R \ W + 3 5 . 0 0 4 5 . 0 0 R \ W + 4 5 . 0 0 4 5 . 0 0 R \ W + 2 0 . 0 0 1 6 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ 3 0 " C S P W / E L B O W S N AD 83 28’ 28’ S E E D E T A I L 4 D D E = 5 C Y - L - S T A . 3 1 0 + 1 5 T O 3 1 0 + 4 0 L T S T A N D A R D B A S E D I T C H S E E D E T A I L 4 D D E = 4 C Y - L - S T A . 3 1 7 + 4 0 L T S T A N D A R D B A S E D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet29.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS29R-3101 MATCH LINE -L- STA. 321+00 SEE SHEET 30 MATCH LINE -L- STA. 309+00 SEE SHEET 28 F O R - L - P R O F I L E S E E S H E E T 5 9 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S -BL- 54 305+36.18 PINC BM132 7 6 7.3 6 INV=2743.16 INV=2744.58 I N V = 2 7 4 9 . 3 3 I N V = 2 7 5 3 . 4 7 I N V = 2 7 7 5 . 3 2 IN V = 2 7 7 6 . 0 9 18"CMP D I H W R O C K 18"CMP 24"CMP HWROCKSCRUB 2 S F D 3 8 1 5 S B W 5SBW 5SBW 7 2 " C HL SOIL 5 S B W 383384 1 5 " H D P E 3 8 0 15 " P L A S T IC GR 12" CM P PRIVATE R/W EASEMENT AS IN PB 8 PG 73 E I P S4950’50"W 495.94’ N 8 4 4 0’ 3 4" E N 8 4 4 2’ 10 " E 3 7 5. 0 2’ 3 17. 8 3’ EI P- C O R 10. 12’ R/ W- EI P N 110 4’3 7"W 46 8 .0 1’ EIPS5445’06"WS5445’04"W 25.00’N3626’56"W S6533’52"W 427.69’750.00’ EIP-COR 24.63’ R/W-EIPCM383.36’ CM-COR 9.62’ R/W-CM P B 9 P G 3 4 6 D B 2 7 1 P G 1 1 0 9 DB 165 PG 835DB 72 PG 437 1 2 6 1 2 7 1 2 8 130 12 5 134 M E L A N IE J O H N S O N WA G O N E R R I C H A R D H . S Q U I R E S , E T A L S U S A N M . B I L L I N G S CAROL W. JOHNSON D B 2 5 7 P G 8 2 7 2 2. 11’ +8 7. 9 6 2 0 . 8 5 ’ + 5 4 . 4 7 21.41’59.53 P B 9 P G 3 4 6 D B 3 3 2 P G 4 0 1 K R I S T E N L . B R A U N I G T R U S T J. PATRICK PRICENORMA T. PRICE DB 301 PG 49DB 314 PG 284SHON A. TALLY DB 316 PG 521 D B 3 1 4 P G 2 8 4 S H O N A . T A L L Y D B 3 1 6 P G 5 2 1 128 T A X M A P D B 15 7 P G 9 5 6 E S T A T E F I L E 0 5 - E - 12 8 PCCSta. 309+40.09 310 PTSta. 313+40.09 315 PCSta. 319+20.76320 P I S t a 3 1 1 + 4 0 . 3 4 D L = 4 0 0 . 0 0 ’ T = 2 0 0 . 2 5 ’ R = 3 , 2 7 4 . 0 4 ’ P I S t a 3 2 1 + 5 2 . 4 5 D L = 4 6 1 . 1 4 ’ T = 2 3 1 . 7 0 ’ R = 1 , 9 0 9 . 8 6 ’ - L - P I S t a 3 0 6 + 5 8 . 0 9 D L = 5 7 1 . 7 1 ’ T = 2 8 9 . 7 1 ’ R = 1 , 4 3 2 . 3 9 ’ GRAU 350 24’ 24’ 60’ 60’ 3 0 9 + 0 0 . 0 0 3 6 . 0 0 3 0 9 + 0 0 . 0 0 5 4 . 0 0 3 0 9 + 5 0 . 0 0 5 5 . 0 0 3 1 0 + 0 0 . 0 0 5 8 . 0 0 3 1 1 + 5 0 . 0 0 7 6 . 0 0 3 1 2 + 0 0 . 0 0 3 7 . 0 0 3 1 2 + 5 0 . 0 0 3 4 . 0 0 3 1 3 + 0 0 . 0 0 3 7 . 0 0 3 14 + 5 0 .0 0 3 5 .0 0 3 1 5 + 0 0 . 0 0 4 3 . 0 0 3 1 2 + 0 0 . 0 0 8 7 . 0 0 3 1 3 + 0 0 . 0 0 9 5 . 0 0 3 1 5 + 0 0 . 0 0 5 8 . 0 0 3 1 4 + 5 0 . 0 0 7 4 . 0 0 3 1 6 + 0 0 . 0 0 4 4 . 0 0 3 1 6 + 5 0 . 0 0 4 8 . 0 0 317+50.00 43.00317+00.00 44.00318+50.00 63.00318+00.00 39.00 318+50.00 37.00319+00.00 41.00319+50.00 41.00320+00.00 45.00321+00.00 40.00 320+50.00 41.00 319+00.00 62.00 320+00.00 70.00320+50.00 321+00.00 3 1 0 + 5 8 . 0 0 3 1 0 + 0 5 . 0 0 3 1 4 + 0 0 . 0 0 8 6 . 0 0 317+00.00 42, 60 3 1 6 + 5 0 . 0 0 43.00 3 1 6 + 0 0 . 0 0 41.0060.0038.00317+55.00 6 6 . 0 0 3 5 . 0 0 R\W, 85.00 R\W, 85.00 9 0 . 3 3 P L 3 4 . 0 6 P L 44.26PL 40.77PL 5 0 , 6 5 R \ W , 3 7 , 3 5 . 7 5 P L F C F C F C F C F C F C F C F C F C F C F C F C F C F C F C F C F CFCF CF CFCFCFCF CFC 18" 18" F S F S H E A D W A L L R E M O V E R E M O V E D I ENDWALLCONC24"REMOVE B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H D E T A I L 4 B = 2 F t . M i n . D = 1 F t . 2 9 - 1 2 9 - 2 2 9 - 3 2 9 - 4 2 G I - D P E S P E S PES REMOVE HEADWALL - L - S T A . 3 1 7 + 4 0 L T - L - S T A . 3 1 0 + 1 5 T O 3 1 0 + 4 0 L T 2 0: 110:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min.GIetc.C Proposed DitchL S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2’1.0’ Max. D E T A I L 1 9 P E S 5 0 . 0 0 R \ W + 3 0 . 0 0 5 0 . 0 0 R \ W + 6 0 . 0 0 5 0 . 0 0 R \ W + 8 0 . 0 0 45.00R\W+30.00 45.00R\W+45.00 3 5 . 0 0 R \ W + 0 0 . 0 0 35.00R\W+30.00 3 5 . 0 0 R \ W + 7 5 . 0 0 3 5 . 0 0 R \ W + 5 5 . 0 0 3 5 . 0 0 R \ W + 8 5 . 0 0 3 5 . 0 0 R \ W + 0 5 . 0 0 1 0 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 14 S.Y. FILTER FABRICRIP RAP WITH5 TONS CLASS ’B’29-5 E S T . 9 C Y D D E NAD 83 28’ 28’ S E E D E T A I L 3 - L - S T A . 3 2 1 + 5 0 T O 3 2 2 + 5 0 R T C U T D I T C H SEE DETAIL 3-L- STA. 334+50 TO 335+20 RTCUT DITCH SEE DETAIL 3-L- STA. 331+50 TO 333+50 RTCUT DITCHHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet30.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS30R-3101 MATCH LINE -L- STA. 321+00 SEE SHEET 29 MATCH LINE -L- STA. 333+00 SEE SHEET 31 F O R - L - P R O F I L E S E E S H E E T 6 0 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S N 3 6 2 6 ’5 6 "W 15 4 .2 9 ’ N3 6 2 6 ’5 6 "W 15 5 .6 4 ’ N 3 6 4 4 ’0 8 "W 16 0 .2 5 ’ N 3 6 3 2 ’4 6 "W 6 8 .6 9 ’ N 6 2 10 ’5 6 "E 9 0 .3 5 ’ N0959’48"E54.05’ S8531’13" W S 6 5 3 3 ’5 2 "W 4 2 7. 6 9 ’ E I P 477.08’ EIP-C OR 9.33’ R/ W-EIP E I P E I P S8330’20"E 750.00’ EIP-COR 24.63’ R/ W-EIP N8222’18" W 13.83’ N 4 0 5 4 ’19 "W 117 .2 1’ N 4 0 5 4 ’19 "W 18 2 .3 2 ’ S40 25’44"W S4831’10"W 219.06’ REBAR-COR0.06’ R/W-REBAR R E B A R REBAR200.48’ REBAR-COR 0.36’ R/W-REBAR A N D P E G G Y A . S C O T T M I L T O N W . S C O T T PB 8 PG 73DB 69 PG 524DB 223 PG 204 1 3 3 1 3 5 1 3 4 1 3 6 13 1 137 T E D R O S S A N D L I L L I A N R O S S D B 3 5 4 P G 6 4 9 D B 2 3 3 P G 4 1 6 D B 1 5 0 P G 8 8 0 31.40’+75.99 24.43’+98.61 2 0 . 2 4 ’ + 4 9 . 1 2 J . P A T R I C K P R I C E N O R M A T . P R I C E D B 3 0 1 P G 4 9 J O E Y J . R O Y A L L A N D D A R L A R . R O Y A L L D B 3 0 1 P G 1 0 7 9 NOVELLA KIRK C M H HO ME S , IN C -BL - 55 316+04 .01 P INC -BL- 56 327+73.37 PINC (TRAV. MON.)ELEV=2699.74’= -T11- 56 POT 5+00.00 PTSta. 323+81.90 325 330 PCSta. 332+81.85 -L- - L- - L- PI Sta 321+52.45 D L = 461.14’T = 231.70’R = 1,909.86’ 50’R G RA U 3 5 0 GRAU 350 24’ 1 5 ’ R 24’ 60’ 60’ 3 2 1 + 0 0 . 0 0 4 0 . 0 0 3 2 1 + 5 0 . 0 0 5 3 . 0 0 3 2 2 + 5 5 . 0 0 3 2 1 + 5 0 . 0 0 4 0 . 0 0 3 2 3 + 0 0 . 0 0 4 3 . 0 0 3 2 3 + 5 0 . 0 0 6 7 . 0 0 3 2 4 + 0 0 . 0 0 8 5 . 0 0 3 2 4 + 5 0 . 0 0 7 6 . 0 0 3 2 5 + 0 0 . 0 0 5 6 . 0 0 3 2 5 + 5 0 . 0 0 5 8 . 0 0 3 2 6 + 0 0 . 0 0 9 5 . 0 0 3 2 6 + 5 0 . 0 0 1 0 5 . 0 0 3 2 7 + 0 0 . 0 0 9 6 . 0 0 329+00.00 109.00330+50.00 85.00332+50.00 60.00 5 0 . 0 0 , R / W 333+00.00 65.00332+40.00 3 2 7 + 5 0 . 0 0 7 2 . 0 0 3 2 8 + 5 0 . 0 0 9 2 . 0 0 329+50.00 112.00 330+00.00 103.00332+60.00 3 2 1 + 7 0 . 0 0 6 5 , 5 3 332+00.00 65, 50332+50.00 65, 50 3 2 3 + 7 0 . 0 0 3 2 4 + 0 0 . 0 0 4 0 , 0 0 , 5 0 . 0 0 4 0 . 0 0 , 5 0 . 0 0 3 2 2 + 1 5 . 0 0 R / W , 5 0 , 6 2 R\W, 50.00 R\W, 50.00 5 2 . 8 5 P L 5 0 . 0 0 P L 50.00PL 3 2 1+ 0 0 .0 0 R\ W , 8 5 .0 0 3 2 4 + 9 0 . 0 0 3 2 5 + 0 0 . 0 0 8 1 . 0 0 3 2 5 + 0 5 . 0 0 5 0 . 0 0 5 0 ’ , 8 0 ’ 329+99.00330+16.00 50’, 85’50’, 85’330+96.00 331+42.00 53.00 331+33.00 88.00 331+43.00 90.00 331+52.00 56.00R\W F C F C F F C F C F C F C F C F C F C F C F C F C F C F C F CFCFCFCFCFCFFFFF C C CCC 993136.631398780.742693.19993138.601398778.892693.14993137.591398779.642698.58993137.601398779.432700.16993104.131398746.742689.87993102.351398748.922690.03993103.371398747.882694.98993103.611398747.902696.54CUL3CUL4CUL1CUL2CE2HW2CE1HW1 IN V = 2 7 1 3 . 0 8 INV=2 7 14 .3 7 INV=2 7 2 0 .9 9 INV = 2 7 2 4 .4 8 INV = 2 7 2 7 .8 8 T O G E T IN V U N A B L E T O 24"CMP 24"CM P H W C O N C . 18"CMP H W R O C K 1 BARREL3’ X 5’CULVERT #9 ONE BARREL NORTHEASTELEV. C U L 1 C U L 2 C E 1 H W 1 C U L 3 C U L 4 C E 2 H W 2 CULVERT #9 30" 30" 18" 1 6 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ J A C K B O R E A N D 1 6 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ A B A N D O N P L U G A N D H E A D W A L L R E M O V E A B A N D O N P L U G A N D E N D W A L L C O N C ENDWALLCONC 3 0 - 5 P E S P E S P E S Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . 3 0 - 1 3 0 - 2 3 0 - 3 3 0 - 4 3 0 - 6 3 0 - 7 30-8ENDWALLCONC 2 G I - D F S A N D J A C K B O R E C O N C . E N D W A L L R E M O V E H E A D W A L L C O N C . E N D W A L L 1 8 " C M P W / E L B O W S G R A D E T O D R A I N - L - S T A . 3 2 1 + 5 0 T O 3 2 2 + 5 0 R T - L - S T A . 3 3 1 + 5 0 T O 3 3 3 + 5 0 R T 30-9 JACKBORE & 20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 CULVERT WITH 30" CCFRPM PIPESLIPLINE EXISTING 3’X5’ 30" CCFRPM 4 5 . 0 0 R \ W + 3 0 . 0 0 4 5 . 0 0 R \ W + 0 5 . 0 0 4 5 . 0 0 R \ W + 1 5 . 0 0 4 5 . 0 0 R \ W + 3 5 . 0 0 7 0 . 0 0 R \ W + 8 0 . 0 0 7 0 . 0 0 R \ W + 0 5 . 0 0 3 5 . 0 0 R \ W + 1 5 . 0 0 5 0 . 0 0 R \ W + 3 5 . 0 0 3 5 . 0 0 R \ W + 3 5 . 0 0 45.00R\W+35.0045.00R\W+55.0021 S.Y. FILTER FABRICRIP RAP WITH8 TONS CLASS ’B’ 3 8 5 3 8 9 5 S B W B S T 24" W D RAIL G R 3 8 6 3 8 7 3 8 8 3 9 2 1S F D S P L A N T E R W D 3 9 1 H W B L K H W B L K B R I D G E C O N C 24" W D RAIL P O N D D A M C O N CD A M C O N C B R I D G E F O O T H W C O N C H W C O N C G R 1S B L K D 391394 5SBW1SLOGDCONCBSTHWROCKHWROCK 24" HDPL 24" HDPL 3RAILWD G R G R B S T B S T GAZEBO 3-WD RAILG 3 9 0 US 21 BST P O N D 2 4 " H D P E DR202723.85*BL5230 DR212725.66GR 1S F D E C K WD 3 0 " C MP NAD 83 28’ 28’ S E E D E T A I L 2 - L - S T A . 3 3 5 + 2 0 T O 3 3 8 + 0 0 R T B E R M D I T C H S E E D E T A I L 2 - L - S T A . 3 3 8 + 0 0 T O 3 3 9 + 0 0 R T B E R M D I T C H S E E D E T A I L 2 - L - S T A . 3 3 9 + 0 0 T O 3 4 1 + 0 0 R T B E R M D I T C H SEE DETAIL 3-L- STA. 343+50 TO 345+00 RTCUT DITCH S E E D E T A I L 3 - L - S T A . 3 3 4 + 5 0 T O 3 3 5 + 2 0 R T C U T D I T C H S E E D E T A I L 3 - L - S T A . 3 3 1 + 5 0 T O 3 3 3 + 5 0 R T C U T D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet31.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS31R-3101 MATCH LINE -L- STA. 333+00 SEE SHEET 30 MATCH LINE -L- STA. 345+00 SEE SHEET 32 F O R - L - P R O F I L E S E E S H E E T 6 0 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S -BL- 56 327+73.37 PINC (60D NAIL SET)ELEV=2673.37’T12-223 POT 5+00.00 (BRIDGE SPIKE SET) ELEV=2701.46’ T11-222 POT 9+86.71 (TRAV. MON.) ELEV=2699.74’ = -T11- 56 POT 5+00.00 B M14 INV=2667.04 INV=2668.66 INV = 2 6 8 4 .0 3 IN V = 2 6 8 4 . 9 7 IN V = 2 6 8 6 . 8 5 IN V =2 6 8 8 .5 3 IN V = 2 6 8 8 .9 4 IN V =2 6 9 2 .5 7 24"CMP HW R O C K H W R O C K 18"CM P H W R O C K 18"CMP 30"CMP HWROCK B S T 3 9 5 5 S B W 399 3 9 8 MTL 3 9 7 3 - WD R A IL U S 2 1 B S T 24"CMP HW R O C K R E B A RS 5 7 4 5 ’4 3 "W 14 9 . 0 4 ’ R EB A R -C O R 3. 1 8 ’ R /W -R E BA R N6430’18"E 1992.59’ 40.00’ E X IS T IN G R / W E X IS T ING R / W P B 8 P G 7 3 D B 6 9 P G 5 2 4 D B 2 2 3 P G 2 0 4 1 3 7 1 3 4 1 3 8 134 139 2 1. 14 ’ + 3 4. 6 7 22.26’+21.10 J . P A T R I C K P R I C E N O R M A T . P R I C E D B 3 0 1 P G 4 9 J. PATRICK PRICENORMA T. PRICE DB 301 PG 49 DB 301 PG 52SAMUEL J. DUNCAN AND HELEN T. DUNCAN N O V E L L A K I R K D B 3 0 1 P G 5 2 S A M U E L J . D U N C A N A N D H E L E N T . D U N C A N PCSta. 332+81.85 335 PTSta. 335+61.81 PCSta. 336+05.69 PTSta. 338+25.16 340 PCSta. 340+03.79 PTSta. 342+95.72345 - L - - L - - L - P I S t a 3 3 4 + 2 1 . 8 3 D L = 2 7 9 . 9 6 ’ T = 1 3 9 . 9 8 ’ R = 2 2 , 9 1 8 . 3 1 ’ P I S t a 3 3 7 + 1 5 . 7 0 D L = 2 1 9 . 4 7 ’ T = 1 1 0 . 0 1 ’ R = 1 , 2 7 3 . 2 4 ’ P I S t a 3 4 1 + 4 9 . 9 5 D L = 2 9 1 . 9 3 ’ T = 1 4 6 . 1 6 ’ R = 2 , 2 9 1 . 8 3 ’ G RAU 3 5 0 G R A U 3 5 0 24’ 24’ 60’ 60’ 3 3 4 + 0 0 . 0 0 7 3 . 0 0 342+00.00 43.00 3 4 1 + 0 0 . 0 0 3 4 . 0 0 3 4 0 + 5 0 . 0 0 3 6 . 0 0 342+00.00 162.00342+50.00 115.00343+00.00 90.00343+00.00 47.00 3 3 7 + 3 0 . 0 0 345+00.00 3 3 7 + 5 0 . 0 0 1 5 9 . 0 0 3 3 8 + 0 0 . 0 0 1 7 0 . 0 0 3 3 9 + 0 0 . 0 0 1 5 9 . 0 0 3 4 0 + 0 0 . 0 0 2 5 0 . 0 0 341+05.00 286.00341+50.00 202.00 3 3 7 + 5 0 . 0 0 5 8 . 0 0 3 3 5 + 0 0 . 0 0 3 3 5 + 0 0 . 0 0 343+50.00 3 3 5 + 0 0 . 0 0 5 8 . 0 0 3 3 3 + 5 0 . 0 0 6 1 . 0 0 3 3 5 + 5 0 . 0 0 5 1 . 0 0 3 3 6 + 0 0 . 0 0 6 8 . 0 0 3 3 6 + 5 0 . 0 0 1 2 2 . 0 0 3 3 7 + 0 0 . 0 0 1 4 2 . 0 0 3 3 9 + 0 0 . 0 0 6 0 . 0 0 343+88.00 344+33.0063.0048.00 68.0050.00 R \ W , 5 0 . 0 0 R \ W , 5 0 . 0 0 R\W, 50.00 5 0 .0 0 PL 50.00PL 3 3 4 + 2 5 . 5 0 3 3 4 + 4 1 . 0 0 5 9 ’ , 1 0 0 ’ 6 9 ’ , 9 8 ’ 3 3 4 + 8 2 . 0 0 P U E 3 3 5 + 5 0 .0 0 R\ W 3 3 6 + 8 9 . 0 0 3 3 7 + 0 4 . 0 0 5 2 ’ , 7 7 ’ 5 3 ’ , 7 8 ’ 3 3 + 5 7 . 0 0 P U E 5 5 . 0 0 3 3 9 + 9 3 . 0 0 4 3 . 0 0 3 4 0 + 4 8 . 0 0 R \ W 3 3 8 + 7 5 . 0 0 P U E 3 3 9 + 3 4 . 0 0 P U E 50.00342+19.00 R\W F F F C F C F C F C F C F C F C C C C C C F C F C F CF CFCFCFCFCFCFFFC F C CC F F F C T T 24" 18" 18" 36" F S F S 1 4 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ 22 S.Y. FILTER FABRICRIP RAP WITH7 TONS CLASS ’B’ H E A D W A L L R E M O V E H E A D W A L L R E M O V E HEADWALLREMOVE P E S P E S P E S 1 0 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 1 0 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ W / E L B O W S 1 8 " C S P B D O V A R. STAKE SLOPE 5 . 0 ’ 5 . 0 ’ D 2:1 d F i l t e r F a b r i c LIMITS CLEARING ( N o t t o S c a l e ) B E R M D I T C H 1 0 . 0 ’ V . C . 3 ’ D E T A I L 2 M a x . d = 1 F t . M i n . D = 1 F t . 5 . 0 ’ T y p e o f L i n e r = C L A S S B R I P R A P 3 1 - 5 3 1 - 1 3 1 - 2 3 1 - 3 3 1 - 4 3 1 - 6 3 1 - 7 31-831-9 2 G I - B 2 G I - B 1 4 0 . 0 0 + 9 5 . 0 0 1 3 0 . 0 0 + 1 0 . 0 0 E N D W A L L C O N C R E M O V E H E A D W A L L - L - S T A . 3 3 5 + 2 0 T O 3 3 8 + 0 0 R T - L - S T A . 3 3 8 + 0 0 T O 3 3 9 + 0 0 R T - L - S T A . 3 3 9 + 0 0 T O 3 4 1 + 0 0 R T 20:110:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min.GIetc.C Proposed DitchL S = D i t c h S l o p e S ( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 5 0 . 0 0 R \ W + 0 5 . 0 0 5 0 . 0 0 R \ W + 3 0 . 0 0 3 5 . 0 0 R \ W + 6 0 . 0 0 3 5 . 0 0 R \ W + 8 0 . 0 0 R \ W + 3 0 . 0 0 R \ W + 5 5 . 0 0 40.00R\W+20.00ENDWALLCONC40.00R\W+40.0050.00R\W+45.0050.00R\W+25.00 4 0 . 0 0 R \ W + 5 0 . 0 0 4 0 . 0 0 R \ W + 6 5 . 0 0 NAD 83 28’ 28’ S E E D E T A I L 2 - L - S T A . 3 5 0 + 5 0 T O 3 5 4 + 0 0 R T B E R M D I T C H S E E D E T A I L 4 D D E = 4 C Y - L - S T A . 3 5 4 + 0 3 L T S T A N D A R D B A S E D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet32.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS32R-3101 MATCH LINE -L- STA. 345+00 SEE SHEET 31 MATCH LINE -L- STA. 357+00 SEE SHEET 33 F O R - L - P R O F I L E S E E S H E E T 6 1 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S -BL- GPS R3101-15 343+08.97 PINC (60D NAIL SET)ELEV=2673.37’T12-223 POT 5+00.00 (60D NAIL SET) ELEV=2662.17’ T12-224 POT 13+34.01 (TRAV. MON.) ELEV=2666.67’ = -T12- 15 PINC 9+42.86 INV=2651.97 INV=2652.67 CUL3 CUL4CE2 CUL1 CUL2 H W2 CE1HW1 HWROCK18"CMP 9 9 4 1 9 7 . 0 0 1 3 9 7 4 7 0 . 7 8 2 6 6 0 . 6 8 9 9 4 1 9 8 . 5 6 1 3 9 7 4 6 8 . 7 4 2 6 6 0 . 9 6 9 9 4 1 9 8 . 1 2 1 3 9 7 4 6 9 . 9 8 2 6 6 3 . 9 0 9 9 4 1 9 7 . 5 8 1 3 9 7 4 6 9 . 8 4 2 6 6 5 . 7 2 9 9 4 1 6 0 . 5 2 1 3 9 7 4 4 0 . 1 4 2 6 5 7 . 1 6 9 9 4 1 5 8 . 9 1 1 3 9 7 4 4 2 . 5 7 2 6 5 7 . 2 8 9 9 4 1 6 0 . 3 8 1 3 9 7 4 4 1 . 4 4 2 6 6 0 . 2 7 9 9 4 1 6 0 . 3 8 1 3 9 7 4 4 1 . 5 3 2 6 6 1 . 8 1 O N E B A R R E L N O R T H E A S T E L E V . C U L 1 C U L 2 C E 1 H W 1 C U L 3 C U L 4 C E 2 H W 2 C U L V E R T # 1 0 S C R U B 4 0 0 M T L 4 0 1 GR 404 1SBKD BST PAGR403 4 0 2 12 " R C P 3-WD RAIL CONCDECKHWROCK18"CMP 1 B A R R E L 3 ’ X 3 ’ C U L V E R T # 10 WALLSEPTIC TANK 4SBW 345 350 355 PCSta. 355+49.09 - L - - L - G R A U 3 5 0 24’ 24’ 60’ 60’ 3 4 6 + 5 0 . 0 0 4 4 . 0 0 3 4 8 + 9 4 . 0 0 3 5 0 + 0 0 . 0 0 7 4 . 0 0 3 5 0 + 5 0 . 0 0 1 3 9 . 0 0 3 5 1 + 0 0 . 0 0 1 4 3 . 0 0 3 5 1 + 5 0 . 0 0 1 2 4 . 0 0 3 5 2 + 0 0 . 0 0 9 6 . 0 0 3 5 2 + 5 0 . 0 0 8 7 . 0 0 353+00.00 74.00 353+50.00 70.00354+50.00 49.00354+80.00 356+50.00 47.00 357+00.00 43.00356+50.00 3 4 5 + 0 0 . 0 0 5 0 . 0 0 3 4 7 + 0 0 . 0 0 3 4 7 + 5 0 . 0 0 4 3 . 0 0 3 5 3 + 0 0 . 0 0 355+80.00354+15.00 56.0036.00353+85.00 56.0038.00 355+00.00 3 4 5 + 0 0 . 0 0 3 4 5 + 4 3 . 0 0 3 4 7 + 4 4 . 0 0 5 3 . 0 0 4 2 . 0 0 3 4 7 + 8 7 . 0 0 5 3 . 0 0 4 2 . 0 0 353+62.00 3 5 3 + 1 8 . 0 0 4 7 . 0 0 , 5 9 . 0 0 R \ W , 4 5 . 0 0 R\WR\W R\W, 50.00 R \ W , 5 0 . 0 0 5 3 . 0 0 P L 70.18PL357+00.0039.00 3 4 6 + 5 9 . 0 0 3 4 6 + 7 3 . 0 0 5 0 ’ , 7 9 ’ 5 0 ’ , 7 7 ’ 3 4 8 + 4 0 . 0 0 3 0 . 0 0 P U E 3 4 9 + 2 7 . 0 0 3 4 9 + 4 1 . 0 0 3 5 2 + 3 1 . 0 0 3 5 2 + 4 5 . 0 0 5 4 ’ , 8 9 ’ 5 6 ’ , 9 0 ’ 5 0 ’ , 8 1 ’ 5 0 ’ , 8 0 ’ 50.00354+44.00 R\W39.00, 52.00 4 3 . 0 0 , 5 2 . 0 0 4 8 . 0 0 , 5 9 . 0 0 F C F C F C F C F C F C C C C C C F C F C C F C F C F C F C F CFCFCCCCCCCFF F F FFF S36 30’18"W219.25’N4558’42"W510.49’40.00’ E X ISTING R/W E XISTING R/W 13 9 14 0 140 141 D B 3 0 1 P G 5 2 DB 157 PG 159 DB 320 PG 392PAUL T. ENTERPISES, INC S A M U E L J . D U N C A N A N D H E L E N T . D U N C A N 13 9 D B 3 0 1 P G 5 2 S A M U E L J . D U N C A N A N D H E L E N T . D U N C A N 139 DB 301 PG 52SAMUEL J. DUNCAN AND HELEN T. DUNCANRICK MEDINA D B 1 5 7 P G 1 5 9 R I C K M E D I N A N 4538’32" E 99.54’ N 45 38’32" E 141.39’ S 5 4 13 ’ 4 3 " E 10 1. 0 5 ’ S 5 4 13 ’ 4 3 " E 3 6 . 5 6 ’ S 5 4 4 9 ’ 3 4 " E 3 9 7 . 15 ’ S 5712’20" E 81.19’S 4625’59" E 110.45’S 4158’14" E184.98’PR106 PR10718"FSHEADWALLREMOVE P E S E N D W A L L C O N C PES 2 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 8 T O N S C L A S S ’ B ’ W/ ELBOWS18" CSPBDO V A R. STAKE SLOPE 5 . 0 ’ 5 . 0 ’ D 2:1 d F i l t e r F a b r i c LIMITS CLEARING ( N o t t o S c a l e ) B E R M D I T C H 1 0 . 0 ’ V . C . 3 ’ D E T A I L 2 M a x . d = 1 F t . M i n . D = 1 F t . 5 . 0 ’ T y p e o f L i n e r = C L A S S B R I P R A P 32-3 3 2 - 1 3 2 - 2 32-432-5 B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H D E T A I L 4 B = 2 F t . M i n . D = 1 F t . 2GI-DGRADE TO DRAIN - L - S T A . 3 5 0 + 5 0 T O 3 5 4 + 0 0 R T - L - S T A . 3 5 4 + 0 3 L T 20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 C U L V E R T W I T H 3 0 " C C F R P M P I P E S L I P L I N E E X I S T I N G 3 ’ X 3 ’ 30" CCFRPM 5 0 . 0 0 R \ W + 4 5 . 0 0 65.00R\W+90.00 65.00R\W+15.00 4 5 . 0 0 R \ W + 1 5 . 0 0 4 5 . 0 0 R \ W + 5 0 . 0 0 4 5 . 0 0 R \ W + 3 0 . 0 0 + 5 0 . 0 0 4 5 . 0 0 R \ W 10 S.Y. FILTER FABRICRIP RAP WITH3 TONS CLASS ’B’ E S T . 4 C U . Y D . D D E NAD 83 28’ 28’ S E E D E T A I L 3 - L - S T A . 3 6 3 + 8 0 T O 3 6 4 + 5 0 R T C U T D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet33.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS33R-3101 MATCH LINE -L- STA. 357+00 SEE SHEET 32 MATCH LINE -L- STA. 369+00 SEE SHEET 34 F O R - L - P R O F I L E S E E S H E E T 6 1 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S -BL-GPS R3101-16 355+18.36 PINC BM152631.69 9 9 5 1 8 4 . 6 9 1 3 9 6 3 2 0 . 3 3 2 6 2 7 . 6 9 9 9 5 1 8 2 . 0 8 1 3 9 6 3 2 3 . 1 9 2 6 2 7 . 7 6 9 9 5 1 8 3 . 7 5 1 3 9 6 3 2 2 . 3 9 2 6 3 2 . 8 6 9 9 5 1 8 3 . 7 9 1 3 9 6 3 2 2 . 6 1 2 6 3 4 . 4 4 9 9 5 1 9 6 . 6 2 1 3 9 6 3 6 4 . 0 2 2 6 2 8 . 3 6 9 9 5 1 9 3 . 6 7 1 3 9 6 3 6 7 . 4 1 2 6 2 8 . 5 0 9 9 5 1 9 4 . 8 7 1 3 9 6 3 6 5 . 4 2 2 6 3 3 . 4 2 9 9 5 1 9 4 . 8 9 1 3 9 6 3 6 5 . 2 4 2 6 3 5 . 0 0 1 B A R R E L 5 ’ X 4 ’ C U L V E R T # 1 1 INV=2627.11 CUL1CUL2CUL3CUL4 INV=2630.21 CE1CE2 HW1 HW2 IN V=2 6 3 8 .7 0 IN V = 2 6 4 4 . 9 5 IN V = 2 6 4 5 .4 5 24"CM P 18"CMP D I R O F F L O W DI HWROCK24"CMP N O R T H E A S T E L E V . C U L 1 C U L 2 C E 1 H W 1 C U L 3 C U L 4 C E 2 H W 2 O N E B A R R E L C U L V E R T # 1 1 S C R U B S C R U B B U S 2 S B L K P A G R 4 0 7 SM T L 4 0 8 4 0 9 4 1 0 6 0 " R C P G R 12" R CP 4 11 U S 2 1 B S T WALL 36" WD RAIL41236" WD RAIL 48" WW/1SBW 48" WW/1SBW413HWROCKHWROCK84" CMP US 21 22’ BSTBSTBST10’ BST S 2 R A I L W D 2 R A IL WD A R E A L A N D S C A P E A R E A L A N D S C A P E C O L U M N S R O C K C O L U M N S R O C K S S T A N K S E P T I C N 7 3 2 1’ 36 " E 61. 83’ N54 10’18"E 177.56’ N 7 8 2 0’ 2 3" E 2 1. 5 7’ R E B A R S33 11’48"W N2806’12"W S37 55’37"WS3829’49"W80.35’S36 01’24"W29.67’322.24’ REBAR-COR10.05’ R/W -REBAR REBAR N6324’53"E 1474.86’N6324’53"E 25.91’N4545’45"W100.52’ 601.87’ REBAR-COR5.11’ R/W -REBAR 1 4 2 143 144JUANA OJEDA THOMAS DUNCAN GENTRY D B 2 9 4 P G 6 4 0 DB 212 PG 648 DB 32 PG 590 2 3 . 6 7 ’ + 7 3 . 2 8 20.64’+60.21 20.59’+79.05 1 3 9 D B 3 0 1 P G 5 2 S A M U E L J . D U N C A N A N D H E L E N T . D U N C A N C A V E R O C K E S T A T E S , I N C S 5 6 4 8 ’ 2 0 " E 1 7 5 . 6 0 ’ S 4 2 5 0 ’4 1" E 111. 4 4 ’ S 47 15’25" W 76.81’ S 3151’28" W 65.08’PR110 PR111PR108PR109360 PTSta. 361+85.74 365 - L - - L - P I S t a 3 5 8 + 6 7 . 7 4 D L = 6 3 6 . 6 5 ’ T = 3 1 8 . 6 5 ’ R = 5 , 7 2 9 . 5 8 ’ - L - 24’ 24’ 60’ 60’ 3 5 7 + 0 0 . 0 0 3 9 . 0 0 3 5 8 + 3 7 . 0 0 4 2 . 0 0 3 5 7 + 0 0 . 0 0 4 3 . 0 0 3 5 8 + 5 0 . 0 0 4 7 . 0 0 3 5 8 + 9 5 . 0 0 5 2 . 0 0 3 6 3 + 0 0 . 0 0 3 4 . 0 0 365+45.00 124.00 366+50.00 135.00367+00.00 110.00368+50.00 83.00 369+00.00 101.00 3 5 7 + 3 0 . 0 0 4 0 . 0 0 3 5 7 + 9 5 . 0 0 4 1 . 0 0 3 5 8 + 5 0 . 0 0 3 4 . 0 0 133.73PL 3 5 9 + 5 0 . 0 0 1 1 7 . 0 0 3 6 1 + 5 0 . 0 0 7 5 . 0 0 3 6 2 + 0 0 . 0 0 5 3 . 0 0 8 3 . 3 6 P L 3 6 3 + 4 0 . 0 0 R / W , 4 0 , 5 5 3 6 3 + 5 0 . 0 0 8 5 . 0 0 3 6 4 + 0 0 . 0 0 7 5 . 0 0 3 6 4 + 5 5 . 0 0 55.00365+00.00 R/W, 55 3 4 . 0 0 P U E 3 5 9 + 3 5 . 0 0 4 8 ’ , R \ W 3 6 2 + 0 3 . 0 0 5 5 ’ , 9 0 ’ 3 6 2 + 1 3 . 0 0 5 5 ’ , 9 0 ’ 3 6 4 + 1 8 . 0 0 5 3 ’ , 7 7 ’ 368+37.00 50.00 C C C C F C C C C C C C C F F F F C F CF CFF CFCCF F F F F F F F C F F F 30" F S FS 24"R E M O V E D I G R A D E T O D R A I N BDO16 S.Y. FILTER FABRICRIP RAP WITH5 TONS CLASS ’B’33-5 3 3 - 1 3 3 - 2 3 3 - 3 33-4 33-633-7 2 G I - D 2 G I - D W/ELBOWS30" CMPREMOVE HEADWALL Flatter 4:1 or SlopeDitchFront N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . - L - S T A . 3 6 3 + 8 0 T O 3 6 4 + 5 0 R T 20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 RETAIN C U L V E R T W I T H 4 2 " C C F R P M P I P E S L I P L I N E E X I S T I N G 5 ’ X 4 ’ 4 2" C C FR PM C O N C R E T E " L " E N D W A L L 3 5 . 0 0 R \ W + 1 5 . 0 0 3 5 . 0 0 R \ W + 3 5 . 0 0 3 5 . 0 0 R \ W + 2 0 . 0 0 3 5 . 0 0 R \ W + 4 0 . 0 0 53.00R\W+70.00 50.00R\W368+10.00 50.00R\W+85.00+00.00 R \ W + 4 5 . 0 0 8 9 . 0 0 + 4 6 . 0 0 5 3 . 0 0 + 6 1 . 0 0 65.00 R\W, 50.00,65.00 R\W, 50.00,+80.00 2GI-D E N D W A L L C O N C . UST U S T NAD 83/ 95 28’ 28’SEE DETAIL 2-L- STA. 380+50 TO 384+90 RTBERM DITCHSEE DETAIL 2-L- STA. 376+13 TO 380+50 RTBERM DITCH S E E D E T A I L 2 0 - Y 1 7 - S T A . 1 0 + 6 3 . 8 0 T O 1 1 + 3 5 . 8 5 R T S T A N D A R D B A S E D I T C H S E E D E T A I L 3 - L - S T A . 3 7 2 + 0 0 T O 3 7 2 + 5 0 R T C U T D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet34.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS34R-3101 MATCH LINE -L- STA. 369+00 SEE SHEET 33 MATCH LINE -L- STA. 381+00 SEE SHEET 35 F O R - L - P R O F I L E S E E S H E E T 6 2 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 1 7 - & - Y 1 8 - P R O F I L E S S E E S H E E T 7 2 -BL- 57 366+79.06 PINC -BL- 58 373+31.89 PINC 5+00.00 POT 6 + 2 5 . 6 7 P I N C - B Y 2 3 - 13 2 9 + 9 0 . 9 8 P O T - B Y 2 3 - 13 3 5+00.00 POT-BY24- 134 8+52.08 POT 5+00.00 POT (TRAV. MON.) ELEV=2630.33’ = -T13- 57 POT 5+00.00 (60D NAIL SET) ELEV=2627.23’ T13-225 POT 8+55.32 9 9 5 8 0 2 . 8 6 1 3 9 5 7 9 8 . 1 3 2 6 2 4 . 2 1 9 9 5 8 0 4 . 6 7 1 3 9 5 7 9 5 . 9 5 2 6 2 4 . 2 0 9 9 5 8 0 3 . 7 2 1 3 9 5 7 9 6 . 9 4 2 6 2 9 . 3 7 9 9 5 8 0 3 . 7 6 1 3 9 5 7 9 6 . 8 2 2 6 3 0 . 9 0 9 9 5 7 6 3 . 7 1 1 3 9 5 7 6 2 . 3 2 2 6 1 8 . 7 8 9 9 5 7 6 6 . 2 4 1 3 9 5 7 6 0 . 7 5 2 6 1 8 . 7 9 9 9 5 7 6 5 . 2 6 1 3 9 5 7 6 1 . 9 1 2 6 2 3 . 9 8 9 9 5 7 6 5 . 5 0 1 3 9 5 7 6 1 . 9 6 2 6 2 5 . 4 9 INV=2614.81 I N V = 2 6 2 0 . 8 2 I N V = 2 6 2 1. 4 3 IN V =2 6 16 .9 2 INV=2625.40 I N V = 2 6 19 . 9 2 CUL3 CUL4 INV=2619.77 CE2 CUL1 CUL2 HW2 IN V = 2 6 2 5 .8 3 CE1HW1HW2 INV=2 6 6 1.7 6 INV =2 6 6 5 .6 2 8 "T C P 12 " P L A S T I C 24"CMP D I 1 B A R R E L 3 ’ X 5 ’ C U L V E R T # 12 18 " CM P 12 " P L A S T IC O N E B A R R E L N O R T H E A S T E L E V . C U L 1 C U L 2 C E 1 H W 1 C U L 3 C U L 4 C E 2 H W 2 C U L V E R T # 1 2 S C R U B S C R U B S C R U B W E 2 6 1 8 . 2 APPROX H W R O C K 8 4 " C M P 4 1 7 S BARN BLK/ WD 4 18 4 S B W 4SBW 48" WW & 1SBW11’ GR GR 429425SR 1113 DWITT ROAD 20’ BST1.5SFD 15" RCP 4 2 3 14’ GR 1. 5 S F D WALL CONC1.5SBLKD 9 6 " C MP 421 4 16 4 2 2 B R ID G E WO O D 14’ G R M T L M T L S 18 " CM P 427 426BST 1S B L D SR 1444 GLADE VALLEY ROAD BST T A N K S E P T IC 370 PCSta. 371+77.91 375 PTSta. 375+54.26 PCSta. 378+19.77380 PI Sta 380+48.45 D L = 456.82’T = 228.68’R = 3,819.72’PI Sta 373+66.36 D L = 376.35’T = 188.45’R = 2,864.79’-L- P I S t a 1 0 + 7 9 . 2 3 D L = 1 1 2 . 4 9 ’ T = 5 6 . 5 5 ’ R = 4 4 0 . 7 4 ’ - Y 1 7 - -Y17- P O T P T P C - Y 1 7 - P C S t a . 1 0 + 2 2 . 6 8 - Y 1 7 - P T S t a . 1 1 + 3 5 . 1 7 -Y18--Y18-POT Sta. 10+00.00 -Y18-PC Sta. 10+34.76 -Y18-PT Sta. 12+92.16-Y18-POT PC PT-L--L- - Y17 - P O T S t a . 10 +00.00= - L - P O C S t a . 3 7 3 + 0 4 . 6 9 - Y 1 7 - P O T S t a . 1 2 + 7 9 . 6 8 -Y18-POT Sta. 13+06.84=-L-POC Sta. 378+26.30PI Sta 11+63.85 D L = 257.39’T = 129.09’R = 1,348.14’-L- POC STA. 378+26.30-Y18- POC STA. 13+06.84 = - L - P O C S T A . 3 7 3 + 0 4 . 6 9 - Y 1 7 - P T S T A . 1 0 + 0 0 . 0 0 = P O T S t a . 2 0 + 5 4 .3 8 - Y 1 7 - P 0 T S T A . 1 2 + 5 0 . 0 0 E N D C O N S T R U C T I O N G RAU 3 5 0 GRAU 35025’R350’ TAPER +00 24’ 24’50’R 7 5 ’ R 7 5 ’ R G R A U 3 5 0 G R A U 3 5 0 3 0 0 ’ T AP E R 4 0 0 ’ U N IF OR M T AP E R 2004 / 2030 ADT 3/5 1/22/3 51/9352/94 2 0 0 4 / 2 0 3 0 A D T 2 / 7 8 / 1 5 5 1 / 9 3 4 7 / 8 5 - Y 1 7 - G L A D E V A L L E Y R D 1 0 / 2 2 -Y18- DWITT RD 60’ 60’ 3 6 9 + 0 0 . 0 0 1 0 1 . 0 0 3 6 9 + 5 0 . 0 0 1 1 1 . 0 0 3 7 0 + 0 0 . 0 0 1 1 1 . 0 0 3 7 0 + 5 0 . 0 0 8 9 . 0 0 3 7 1 + 0 0 . 0 0 5 2 . 0 0 3 7 1 + 5 0 . 0 0 5 0 . 0 0 1 1 + 0 4 . 0 0 3 2 . 0 0 1 2 + 5 0 . 0 0 1 1 + 5 0 . 0 0 3 2 . 0 0 3 5 . 0 0 3 7 4 + 5 0 . 0 0 4 0 . 0 0 3 7 4 + 5 2 . 0 9 8 5 . 1 5 3 7 5 + 0 0 . 0 0 7 0 . 0 0 3 7 5 + 5 0 . 0 0 5 2 . 0 0 377+00.00 42.00 377+50.00380+50.00 36.00 3 7 2 + 0 0 . 0 0 3 7 2 + 5 0 . 0 0 3 7 5 + 0 0 . 0 0 3 7 6 + 5 0 . 0 0 380+50.00 119.00381+08.00 44.86 2 8 . 3 0 , R / W 30.2630.37 -Y18-12+32.00-Y18-12+14.00 379+40.00 30.00 377+25.00 30.00 3 7 1 + 6 2 . 0 0 3 0 . 0 0 1 7 . 5 0 1 4 . 7 5 3 7 3 + 6 8 . 0 0 3 0 . 0 0 - Y 1 7 - 1 0 + 9 0 . 0 0 - Y 1 7 - 1 0 + 8 6 . 0 0 - Y 1 7 - 1 1 + 0 5 . 0 0 3 7 3 + 5 0 . 0 0 8 8 . 0 0 1 1 + 5 0 . 0 0 3 4 . 0 0 1 2 + 0 0 . 0 0 5 5 . 0 0 1 2 + 5 0 . 0 0 3 4 . 0 0 , R / W 3 7 4 + 0 0 . 0 0 9 2 . 0 0 3 7 6 + 0 0 . 0 0 4 3 . 0 0 3 7 6 + 5 0 . 0 0 5 2 . 0 0 377+44.00 90.00 378+50.00 93.00 3 7 0 + 0 0 . 0 0 3 7 . 0 0 3 7 0 + 5 0 . 0 0 5 8 . 0 0 3 7 1 + 9 4 . 0 0 3 7 1+ 4 0 .0 0 7 7 . 0 0 5 9 .0 0 3 7 3 + 6 3 . 0 0 7 5 . 0 0 6 2 . 0 0 3 7 4 + 1 0 . 0 0 7 8 . 0 0 5 9 . 0 0 R \ W , 6 5 . 0 0 6 5 . 0 0 R \ W + 0 5 . 0 0 6 5 . 0 0 R \ W + 2 5 . 0 0 R \ W , 6 5 . 0 0 R\W 9 0 . 0 0 R \ W 9 0 . 0 0 R \ W 6 0 . 5 3 P L 6 5 . 0 0 P L 3 7 2 + 8 5 . 0 0 R / W , 5 8 , 7 0 3 7 1 + 8 5 . 0 0 R / W , 7 0 3 6 9 + 3 9 . 0 0 R \ W 3 6 9 + 1 2 . 0 0 P U E 3 7 1+ 0 0 .0 0 R\ W 7 7 . 0 0 , D U E F F C F F C F F C F F F CF C F C F F C F C F C F FF CF C C C CFFFFF R E B A R E I P EIP S4257’14"W 38.42’ N 5 1 4 3 ’ 4 6 " W 5 1. 5 8 ’ S57 22 ’12 "W 73 .44 ’ N 7 4 5 7’4 6" W 5 2.7 0’ S4858’13"W 42.83’ N6126’47"W47.91’S2159’12"W58.36’S4635’56"E181.51’ EIP-COR182.25’ R/W-CORN3229’02"W59.33’N5748’03"W127.48’ N 4 8 3 3 ’ 5 7 "W 4 0 0 . 5 2 ’ S4630’15"W S38 09’23"W 438.34’ REBAR-COR0.1716’ R/W -REBAR 3 2 . 0 0 ’ 40.00’ 60.00’ E X IS T IN G R / W E XIS T IN G R / W EXISTING R/W EXISTING R/W EXISTING R/WEXISTING R/W CAROL PRUITT HARRISEARL DEAN HARRIS AND C A R O L P R U I T T H A R R I S E A R L D E A N H A R R I S A N D 14 5 14 6 14 7 147 149 TINA W. LAMBERTDB 255 PG 734 DB 253 PG 1342 D B 2 5 5 P G 7 3 4 14 4 T H O M A S D U N C A N G E N T R Y D B 3 2 P G 5 9 0 19.93’+42.51 31.84’+54.12 L O Y D A L E A L D B 2 9 1 P G 2 7 3 M A R I L Y N L E A L A N D A L E X A N D E R L E A L D B 3 5 3 P G 1 0 6 4 30" F S 1 6 S . Y . F I L T E R F A B R I C R I P R A P W I T H 5 T O N S C L A S S ’ B ’ A B A N D O N P L U G A N D J A C K B O R E A N D R E M O V E D I EN D W A LL C O N C . G RA DE TO DRAIN REM . R E M. REM.REM. V A R. STAKE SLOPE 5 . 0 ’ 5 . 0 ’ D 2:1 d F i l t e r F a b r i c LIMITS CLEARING ( N o t t o S c a l e ) B E R M D I T C H 1 0 . 0 ’ V . C . 3 ’ D E T A I L 2 M a x . d = 1 F t . M i n . D = 1 F t . 5 . 0 ’ T y p e o f L i n e r = C L A S S B R I P R A P 3 4 - 1 3 4 - 2 3 4 - 4 3 4 - 5 2 G I - B 80.00+15.0080.00+35.00 Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . 1 8 " 3 4 - 3 - L - S T A . 3 8 0 + 5 0 T O 3 8 4 + 9 0 R T - L - S T A . 3 7 6 + 1 3 T O 3 8 0 + 5 0 R T - L - S T A . 3 7 2 + 0 0 T O 3 7 2 + 5 0 R T T O D R A I N G R A D E 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 60" EN D W A LL C O N C . N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H B d * W h e n B i s < 6 . 0 ’ T y p e o f L i n e r = P S R M B = 4 F t . M a x . d = 3 F t . M i n . D = 3 F t . D E T A I L 2 0 35.00R\W+90.00 3 5 . 0 0 R \ W + 2 5 . 0 0 3 5 . 0 0 R \ W + 0 5 . 0 0 E S T . D D E = 3 0 0 C Y - Y 1 7 - S T A . 1 0 + 6 3 . 8 0 T O 1 1 + 3 5 . 8 5 R T NAD 83/ 95 28’ 28’ S E E D E T A I L 2 - L - S T A . 3 8 0 + 5 0 T O 3 8 4 + 9 0 R T B E R M D I T C H S E E D E T A I L 3 - L - S T A . 3 8 8 + 5 0 T O 3 8 9 + 0 0 R T C U T D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet35.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS35R-3101 MATCH LINE -L- STA. 393+00 SEE SHEET 36 MATCH LINE -L- STA. 381+00 SEE SHEET 34 F O R - L - P R O F I L E S E E S H E E T 6 2 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 1 9 R E V - P R O F I L E S S E E S H E E T 7 2 GRAU 350 -BL- 59 381+41.92 PINC 10+98 .03 PINC -BY25- 137 14+53.21 POT-BY25- 138 IN V = 2 5 9 8 .5 2 INV =2599.80 INV=2599.83 IN V =2 6 0 1.0 7 INV= 2 6 0 2 .2 1 IN V =2 6 10 .5 7 TO GET INV UNABLE TO 18"CMP 18 " C M P H WROCK H WROCK 24"CMP 30" C ONC. 10X104 BARRELCULVERT #13 H W R O C K A P P R O X S C R U B S C R U B SCRUB SCRUB S C R U B S C R U B 4445-SBW 4-SBW 4424-SBW S R 14 3 2 S H E R IF F R O A D 11’ B S T 15’ BST 4 3 9 4 3 3 4 3 4 4 3 5 4 3 6 4 3 7 15 " R C P 12 " R C P 4 3 2 4 8 " WW & 1- S BW 48" WW & 1-SBW 4 3 1 S S 48" WW & 1SBW 4 2 9 H T R 1 S F B U S 1 2 " R C P S GR P A GR P A G R P A 8 4 " C H L 1SBKD 72" WALL 4 4 0 441 438 48" W W & 1SBW 48" WW & 1SBW48" W W & 1SBW U S 2 1 2 2 ’ B S T HTR A P P R O X SCRUB S D E C K S S U B S T A T I O N 1S F B U IL D IN G MTL MTLMTL 10X104 BARRELCULVERT #13 M TL 4 3 0 G R SCRUB E I P N 5 8 1 3 ’ 0 3 " W 1 3 4. 6 0 ’ S4645’57"W N 5 4 15 ’ 0 3 " W 13 6 . 6 7 ’ N17 13’08"E190.18’ N 5 4 3 6 ’ 5 1" W 12 8 . 7 6 ’ N 5 4 0 6 ’ 5 1" W 9 5 . 9 8 ’ N 4 9 11’ 5 1" W 9 7 . 3 7 ’ N 3 3 0 2 ’5 1"W 18 4 .0 5 ’ N14 32’09"E98.94’ N 1354’51"E 43.94’N0559’09"E30.01’ N1129’09"E90.57’ S30 32’09"W240.19’S16 38’09"W188.43’S27 51’08"W77.17’S0317’09"W99.30’ N44 10’30"E R E B A R R E B A R R E B A R N 7 6 3 5’ 4 4" E 4 6 6. 6 0’ R EB A R- C O R 15. 2 0’ R/ W- R EB A R N1224’41"E13.16’ N 4 0 4 1’3 8 "W 6 6 1.6 8 ’ S5350’35"W 159.07’N0000’48"W60.14’N0546’02"E73.30’N5723’39"E 455.54’ REBAR-REBAR 8.75’ R/W-REBARREBAR REBAR 40.00’ 2 4. 0 0’ E X IS T IN G R / W E X I S T I N G R / W EXISTING R/W EX IST ING R /W 275.13’ EIP-COR 2.89’ R/W-COR 16.09’ R/W-REBAR 133.68’ REBAR-R/W 9.44’ R/W-REBAR N5723’40"E 21.58’ C A R O L P R U I T T H A R R I S E A R L D E A N H A R R I S A N D M E M B E R S H I P B L U E R I D G E E L E C T R I C D B 2 6 7 P G 3 8 5 D B 2 3 7 P G 1 6 6 D B 5 9 P G 5 0 9 M A E P . M U R R A Y N E L S O N M U R R A Y A N D D B 1 5 6 P G 5 3 4 D B 1 5 1 P G 1 4 1 M E R E L E W A T S O N J . B . W A T S O N A N D BARBARA WILSONKENNETH WILSON AND 1 4 7 1 5 0 1 5 1 152153 2 2 9 2 3 0 J O H N M I C H A E L C A U D I L L R O G E R D A L E H A N E S R O G E R D A L E H A N E S D B 2 5 5 P G 7 3 4 D B 1 8 0 P G 2 3 8 D B 1 6 4 P G 9 2 0 D B 1 6 8 P G 7 9 D B 1 6 4 P G 9 2 0 DB 255 PG 470 DB 180 PG 238 1 5 1 19.53’ +27.45 2 0 . 8 7 ’ + 4 6 . 7 4 JOHN MICHAEL CAUDILL 1 5 2 PTSta. 382+76.58 385 390 10 1 0 P I S t a 3 8 0 + 4 8 . 4 5 D L = 4 5 6 . 8 2 ’ T = 2 2 8 . 6 8 ’ R = 3 , 8 1 9 . 7 2 ’ - L - -L--L- -Y19REV- 1 0 - Y 1 9 R E V - P T P OT P C P I S t a 1 0 + 9 1 . 4 9 D L = 1 3 6 . 6 9 ’ T = 7 3 . 4 4 ’ R = 1 5 0 . 7 8 ’ - Y19 R E V - P O T S t a . 10 + 0 0 .0 0 = - L - P O T S t a . 3 8 5 + 4 0 .0 0 40’R 40’ R +50 24’ 24’ G R A U 3 5 0 BE REM OVED PAVEM ENT TO 2 0 0 4 / 2 0 3 0 A D T 1 / 2 5 3 / 9 6 5 2 / 9 4 1 / 2 - Y 1 9 R E V - S H E R I F F R D 1 - / 1 - 60’ 3 8 2 + 0 0 . 0 0 3 4 . 0 0 1 0 + 8 0 . 0 0 1 1 + 5 3 . 5 0 3 8 8 + 5 0 . 0 0 4 5 . 0 0 389+00.00 60.00389+50.00 50.00 3 8 1 + 5 0 . 0 0 1 1 7 . 0 0 3 8 3 + 5 0 . 0 0 8 8 . 0 0 3 8 2 + 5 0 . 0 0 1 0 2 . 0 0 3 8 4 + 2 3 . 7 8 3 0 . 0 0 392+15.00392+15.00 50.00, 30.00 60’100’ 3 8 6 + 4 7 . 9 8 3 0 . 3 1 3 8 6 + 4 7 . 5 0 1 2 + 0 0 . 0 0 1 1 + 0 0 . 0 0 3 6 . 0 0 3 8 4 + 5 5 . 0 0 3 8 4 + 0 0 . 0 0 7 7 . 0 0 3 8 1 + 2 6 . 0 0 3 7 . 5 0 3 8 2 + 2 0 . 0 0 391+05.00 81.0050.00 391+91.00 81.0050.00 R \ W R \ W R \ W R\W, 50.00 R \ W R \ W , 2 8 . 0 0 81.00PL30.00PL - Y 1 9 R E V - 1 2 + 1 3 . 2 6 R / W P U E 1 1 + 2 8 . 0 0 P U E 1 1 + 2 5 . 0 0 1 1 + 3 6 . 0 0 9 8 . 0 0 1 1 + 5 6 . 0 0 1 9 0 . 0 0 1 1 + 5 3 . 0 0 R \ W R \ W 3 8 2 + 7 6 . 5 8 3 0 . 0 0 3 8 2 + 7 6 . 5 8 3 0 . 0 0 C C C C C FFFFF C C C C CF F F 18" F S H E A D W A L L R E M O V E R E M O V E 1 8 " P E S Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 M i n . D = 1 F t . V A R. STAKE SLOPE 5 . 0 ’ 5 . 0 ’ D 2:1 d F i l t e r F a b r i c LIMITS CLEARING ( N o t t o S c a l e ) B E R M D I T C H 1 0 . 0 ’ V . C . 3 ’ D E T A I L 2 M a x . d = 1 F t . M i n . D = 1 F t . 5 . 0 ’ T y p e o f L i n e r = C L A S S B R I P R A P 3 5 - 1 3 5 - 2 3 5 - 3 3 5 - 4 RETA I N R E T A I N 2 G I - D 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ 8 0 . 0 0 + 1 5 . 0 0 8 0 . 0 0 + 3 5 . 0 0 Front DitchSlopeNatural Ground2:1DFlatter4:1 or d( Not to Scale)CUT DITCHDETAIL 8 Type of Liner= PSRMMax. d= 1 Ft.Min. D= 1 Ft. - L - S T A . 3 8 0 + 5 0 T O 3 8 4 + 9 0 R T - L - S T A . 3 8 8 + 5 0 T O 3 8 9 + 0 0 R T -L- STA. 384+70 TO 385+07 RT 20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 B D O 3 5 - 5 3 5 - 6 1 8 " W / E L B O W S 1 8 " C M P 2 G I - D 2 G I - D 5 6 . 8 0 + 4 3 . 0 9 R \ W + 2 5 . 0 0 R \ W + 0 5 . 0 0 3 5 . 0 0 R \ W + 1 0 . 0 0 7 SY FF2 TONSRIP RAPCLASS BTBDI W/FLAT GRATEW/ ELBOWS15" CSP W/ ELBOWS15" CSP 7 SY FF2 TONSRIP RAPCLASS B TBDI W/FLAT GRATE BEGIN BRIDGE LT & RTSBG 392+77 -L- TO LT & RT10’ TAPER+67 +7735-7 35-8 35-9 35-10 RETA I N UST UST UST NAD 83/ 95 28’ 28’BARRELFILL & ABANDON PSRMHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet36.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS36R-3101 MATCH LINE -L- STA. 393+00 SEE SHEET 35 MATCH LINE -L- STA. 405+00 SEE SHEET 37 F O R - L - P R O F I L E S E E S H E E T 6 2 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 2 0 - P R O F I L E S E E S H E E T 7 2 -BL- 60 392+07.31 POT 5 + 0 0 . 0 0 P O T - B Y 2 6 - 13 9 10+09.56 POT BM162588.61 CUL4CUL1 CUL2CUL3CUL8CUL5CUL7CUL6 C U L 2 C U L 3 C U L 4 C U L 6 C U L 8 C U L 7 C U L 1 C U L 5 C U L 9 C U L 16 C U L 10 C U L 13 C U L 14 C U L 15 C U L 11 C U L 12 INV=2584.35CE1CE2HW1HW2 C E 1 C E 2 IN V =2 5 9 3 .7 7 INV = 2 5 9 3 .9 7 HW1 HW2 IN V=2 6 0 5 .6 5 I N V = 2 6 12 . 6 7 INV =2 6 4 3 .2 7INV=2647.70 18"CMP 2 4 " C M P 18 "C M P 9 9 7 2 1 9 . 5 7 1 3 9 4 2 8 4 . 7 0 2 5 8 2 . 5 0 9 9 7 2 2 6 . 7 7 1 3 9 4 2 7 7 . 7 2 2 5 8 2 . 3 6 9 9 7 2 2 7 . 4 4 1 3 9 4 2 7 7 . 2 4 2 5 8 2 . 3 7 9 9 7 2 3 4 . 7 8 1 3 9 4 2 6 9 . 9 1 2 5 8 2 . 3 8 9 9 7 2 3 4 . 7 7 1 3 9 4 2 6 9 . 7 1 2 5 8 2 . 5 4 9 9 7 2 4 1 . 9 9 1 3 9 4 2 6 2 . 4 8 2 5 8 2 . 4 0 9 9 7 2 4 2 . 7 5 1 3 9 4 2 6 1 . 9 8 2 5 8 2 . 4 5 9 9 7 2 4 9 . 4 7 1 3 9 4 2 5 5 . 2 7 2 5 8 2 . 3 8 9 9 7 2 3 5 . 0 9 1 3 9 4 2 6 9 . 9 5 2 5 9 2 . 6 6 9 9 7 2 3 4 . 3 3 1 3 9 4 2 6 9 . 4 4 2 5 9 4 . 4 2 9 9 7 2 2 4 . 3 7 1 3 9 4 2 2 9 . 9 1 2 5 8 2 . 7 4 9 9 7 2 1 7 . 4 4 1 3 9 4 2 3 6 . 7 2 2 5 8 2 . 8 3 9 9 7 2 1 7 . 4 3 1 3 9 4 2 3 7 . 1 7 2 5 8 2 . 8 3 9 9 7 2 1 0 . 1 8 1 3 9 4 2 4 4 . 0 4 2 5 8 2 . 8 4 9 9 7 2 0 9 . 4 6 1 3 9 4 2 4 4 . 2 7 2 5 8 2 . 8 3 9 9 7 2 0 2 . 1 9 1 3 9 4 2 5 1 . 7 5 2 5 8 2 . 8 1 9 9 7 2 0 1 . 9 5 1 3 9 4 2 5 1 . 9 7 2 5 8 2 . 8 3 9 9 7 1 9 4 . 8 0 1 3 9 4 2 5 9 . 1 0 2 5 8 2 . 7 6 9 9 7 2 1 0 . 0 4 1 3 9 4 2 4 4 . 4 2 2 5 9 2 . 8 0 9 9 7 2 1 0 . 1 0 1 3 9 4 2 4 4 . 4 4 2 5 9 4 . 8 0 10 X 10 4 B A R R E L C U L V E R T # 13 9 9 8 0 0 4 . 9 6 1393524.482581.03 9 9 8 0 0 0 . 8 3 1393528.552580.99 9 9 8 0 0 0 . 5 3 1393528.842581.01 9 9 7 9 9 6 . 2 4 1393533.242580.97 9 9 8 0 0 0 . 3 5 1393528.722588.07 9 9 8 0 0 0 . 4 6 1393528.422589.73 9 9 7 9 7 1 . 5 5 1393490.092581.57 9 9 7 9 6 6 . 8 3 1393494.532581.62 9 9 7 9 6 6 . 4 2 1393495.032581.55 9 9 7 9 6 2 . 6 5 1 3 9 3 4 9 8 . 8 0 2581.47 9 9 7 9 6 7 . 0 2 1393494.642588.64 9 9 7 9 6 7 . 2 9 1393494.632590.256X72 BARRELCULVERT #14 F O U R B A R R E L S N O R T H E A S T E L E V . C U L 1 C U L 2 C U L 3 C U L 4 C U L 5 C U L 6 C U L 7 C U L 8 C E 1 H W 1 C U L 9 C U L 1 0 C U L 1 1 C U L 1 2 C U L 1 3 C U L 1 4 C U L 1 5 C U L 1 6 C E 2 H W 2 C U L V E R T # 1 3 T W O B A R R E L S N O R T H EASTELEV. C U L 1 C U L 2 C U L 3 C U L 4 C E 1 H W 1 C U L 5 C U L 6 C U L 7 C U L 8 C E 2 H W 2 C U L V E R T # 1 4 405 -Y20- - Y 2 0 - P O T S t a . 1 2 + 1 5 . 7 3 = - L - P O T S t a . 3 9 7 + 9 2 . 6 7 - Y 2 0 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 2 1 - P I S t a 1 1 + 8 0 . 0 7 D L = 8 0 . 7 4 ’ T = 4 0 . 5 2 ’ R = 3 7 5 . 7 1 ’ P I S t a 1 0 + 8 9 . 0 4 D L = 6 1 . 9 9 ’ T = 3 2 . 0 3 ’ R = 1 0 0 . 0 0 ’ G RA U 3 5 0 G RA U 3 5 0 G RA U 3 5 0 GRAU 35050’R 24’ 40’R 40’ R 24’GRAU 350 A T- 1 2 0 0 4 / 2 0 3 0 A D T 4 / 1 0 1 / 2 3 / 8 5 3 / 9 6 5 5 / 1 0 2 - Y 2 0 - M A C E D O N I A C H U R C H R D 60’ 3 9 5 + 0 0 . 0 0 3 9 6 + 5 0 . 0 0 5 0 . 0 0 3 9 7 + 0 0 . 0 0 4 3 . 0 0 3 9 7 + 5 0 . 0 0 4 1 . 0 0 3 9 9 + 5 0 . 0 0 5 2 . 0 0 4 0 0 + 5 0 . 0 0 5 1 . 0 0 4 0 1+00.00 4 9 . 0 0 402+50.00 49.00 3 9 6 + 8 3 . 0 0 3 0 . 0 0 3 9 9 + 0 5 . 0 0 3 0 . 0 0 2 5 . 1 6 2 4 . 8 3 404+00.00 180.00404+83.00 89.00 404+90.00 30.00 5 0 . 0 0 , 3 0 . 0 0 3 9 5 + 0 0 . 0 0 60’ 100’ 3 9 8 + 0 0 . 0 0 4 5 . 0 0 402+00.00 39.00 3 9 5 + 6 2 . 0 0 6 3 . 0 0 5 0 . 0 0 3 9 6 + 0 6 . 0 0 6 3 . 0 0 5 0 . 0 0 403+39.00 71.0054.00404+00.00 77.00 R \ W , 5 0 . 0 0 5 0 . 0 0 P L 4 2 . 4 4 P L 170.89PL30.0030.00PLPL - Y 2 0 - 1 1 + 2 0 . 0 0 - Y 2 0 - 1 1 + 1 8 . 0 0 -Y21- 11+05.00 5 0 . 0 0 P L FFFFC C C F F F F F SCRUBGRGRGRGR1S MTL BUS1S MTL BUS TIMBER POSTTIMBER POST GR PA 453 454 455 SR 1422 SHERIFF ROAD 12’ BST15" RCP GLADE CREEK 4 5 0 4 5 2 6-SBW 8 4 " C H L & 3 - S B W G R G R G R G R G R RIP RAP RIP RAP R I P R A P 14 ’ GR U S 2 1 2 2 ’ B S T GR 4 - S B W 4 6 8 4 5 1 4 4 6 GR M T L G A T E 4 4 5 4 8 " W W 48" WW 4 4 7 4 4 8 4 4 9 48" WW & 1-SBW M T L M T L S U B S T A T IO N B R E M C O 5-S ELECTRIC MTLMTL 18"CMP 10 X 10 4 B A R R E L C U L V E R T # 13 MTL BST SR 1118 MACEDONIA CHURCH ROAD 20’ BST OLD LINES NEW LINES TANKSEPTIC 1 8 " P E S P E S RETAIN 60"CONC. ENDWALLREINFORCED60.0030.00+50.00 60.0030.00+00.00 3 6 - 1 36-2 36-3 ( S T R U C T U R A L P A Y I T E M ) C L ’ I I ’ R I P R A P (S T R U C T U R A L P A Y I T E M ) C L ’ I I ’ R I P R A P S30 32’09"W240.19’ S 05 06’19"E15.88’N2938’59"W59.58’N4225’56"W83.81’ R E B A R S5745’54"W R E B A R S8143’53"W 429.39’S4614’09"W REBAR475.35’ REBAR-COR 9.79’ R/W-REBAR REBARS2729’41"W332.02’ REBAR-COR9.27’ R/W -REBARS2529’38"W171.27’ R E B A R R E B A R R E B A R N45 39’50"E 359.91’ N 4 4 2 0 ’ 2 6 " W 3 2 0 . 7 3 ’ N38 32’49"E 241.98’ N27 58’21"E125.92’ N43 53’37"E71.91’N5952’49"E 104.73’N6341’46"E 54.17’REBARREBARS3455’25"E108.73’ REBAR-REBAR114.71’ R/W-REBAR N 4 1 15 ’5 9 "W 2 1.6 3 ’ 40.00’ 5 0 .0 0 ’ E X I S T I N G R / W E X IS T IN G R / W EXISTING R/W EXISTING R/W EXISTING R/W 128 .27’ REBAR-REBAR 11.95’ COR-REBAR N25 28’36"E19.19’ M E M B E R S H I P C O R P O R A T I O N B L U E R I D G E E L E C T R I C D B 2 6 7 P G 3 8 5 D B 2 3 7 P G 1 6 6 D B 5 9 P G 5 0 9 PB 2 PG 61PB 1 PG 65DB 74 PG 473DB 98 PG 236NINA H. TARLTONCLIFF E. TARLTON AND AND PAMELA HORTONPHILIP S. HORTON 1 5 4 1 5 4 1 5 6 157 1 5 4 159 160 D B 5 3 P G 1 3 7 D B 5 3 P G 1 3 7 D B 5 3 P G 1 3 7 DB 244 PG 778 DB 244 PG 863 BRENDA STOKERJOE STOKER AND DB 233 PG 883DB 98 PG 284161 19.95’+28.21 20.33’ +12.84 30.83’+39.96 20.56’+25.4720.44’+05.60 D O R I S G R E E N E D O R I S G R E E N E D O R I S G R E E N E L O R R A I N E M . S T O K E R , E S T A T E WB 12-E-123NAD 83 28’ 28’ROCK CROSS VANES DETAILSEE DETAIL 5 ANDROCK CROSS VANES4’ BASE CHANNEL S E E D E T A I L 3 - Y 2 1 - S T A . 1 0 + 3 2 T O 1 1 + 0 0 L T . C U T D I T C H SEE DETAIL 3-L- STA. 416+20 TO 417+00 LT.CUT DITCH S E E D E T A I L 3 - L - S T A . 4 0 6 + 5 0 T O 4 0 7 + 5 0 R T . C U T D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet37.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS37R-3101 MATCH LINE -L- STA. 405+00 SEE SHEET 36 MATCH LINE -L- STA. 417+00 SEE SHEET 38 FOR -L- PROFILE SEE SHEET 63 ALL DRIVEWAY RADII ARE 15’ UNLESS NOTED UNLESS OTHERWISE NOTEDALL R/W MONUMENTS HAVE A 30’ OFFSET NOTES RADIUS ON -Y- LINESTIE ALL PAVED SHOULDERS AT THE END OF THE FOR -Y22- & -Y23- PROFILES SEE SHEET 73 - L - S T A . 4 1 6 + 2 0 T O 4 1 7 + 0 0 L T . - L - S T A . 4 0 6 + 5 0 T O 4 0 7 + 5 0 R T . - Y 2 1 - S T A . 1 0 + 3 2 T O 1 1 + 0 0 L T . FOR -D2- PROFILE SEE SHEET 74-BL- 62 407+67.34 PINC -BL-61 400+72.56 PINC 5+00.00 POT 8+ 23.87 P IN C -B Y 27- 142 9+30.92 POT7+37.90 PINC-BY28- 1445+00.00 POT-BY28- 143 (60D NAIL SET) ELEV=2596.46’ T14-226 POT 5+00.00 (TRAV. MON.) ELEV=2595.17’ = -T14- 61 POT 8+50.55 BM172613.42 INV = 2 5 8 4 .3 5 IN V =2 5 8 4 .7 7 INV=2 5 9 0 .7 9 INV = 2 5 9 1.6 9 CUL3CUL4 CUL1CUL2CE2CE1HW2HW1CUL2CUL1 CUL4CUL3CE1CE2HW1HW2 H W R O C K H W R O C K 18"C MP 24"CMP 1 BARREL3’ X 4’CULVERT #15 998818.841392667.212608.83 998821.311392665.232608.78 998820.441392665.922611.81 998820.051392665.842613.44 998874.491392668.452609.44 998877.011392666.002609.27 998875.901392666.842612.41 998875.851392666.862613.88 9 9 8 6 5 5 . 9 8 1 3 9 2 7 8 0 . 3 9 2 6 0 3 . 0 1 9 9 8 6 5 6 . 9 4 1 3 9 2 7 7 7 . 0 4 2 6 0 3 . 0 2 9 9 8 6 5 6 . 4 2 1 3 9 2 7 7 8 . 4 6 2 6 0 6 . 1 7 9 9 8 6 5 6 . 2 0 1 3 9 2 7 7 8 . 2 8 2 6 0 7 . 7 7 9 9 8 6 2 7 . 2 2 1 3 9 2 7 7 2 . 1 5 2 6 0 1 . 8 1 9 9 8 6 2 8 . 2 9 1 3 9 2 7 6 8 . 8 4 2 6 0 1 . 8 4 9 9 8 6 2 7 . 9 7 1 3 9 2 7 7 0 . 4 3 2 6 0 5 . 0 3 9 9 8 6 2 8 . 2 2 1 3 9 2 7 7 0 . 4 8 2 6 0 6 . 6 1 1 BARREL3’ X 3’CULVERT #16 H W R O C K O N E B A R R E L N O R T H E A S T E L E V . C U L 1 C U L 2 C E 1 H W 1 C U L 3 C U L 4 C E 2 H W 2 C U L V E R T # 1 5 ONE BARREL NORTHEASTELEV.CUL1 CUL2 CE1 HW1 CUL3 CUL4 CE2 HW2CULVERT #16 S C R U B S C R U B S C R U B A P P R O X SCRUBSCRUB 9’ BST485 484 48648748" W W & 1-SBW 48" WW 48" WW & 1SBW48" W W48" WW & 2SBW48" WW483WOOD CORRAL 48" WW48" WW & 1-SBW 48" WW 10’ GR 1.5 SFDOLD US 21 12’ BST 48 " WW 4 8 " W W 4 8 " WW 482 481 SOIL B 4 7 9 480 8 ’ GR 8 ’ GR 4 7 4 5-SBW 4 7 5 1S MA S 4 7 6 4 7 7 4 7 8 4 7 3 H T R W E L L G R 5- S B W HT R 5-SBW 5-SBW 5 -SBW SR 14 2 2 12’ BST S HE RI F F R OAD SR 1422 SHERIFF ROAD 12’ BST U S 2 1 2 2 ’ B S T OLD US 21 14’ BST S 3- W D R AIL 3-WD RAILB 3 - W D R A I L 3 - W D R A I L 3-W D RAIL M T L S S C O R R A L R A I L 3 M T L SEPTIC TANK OLD LINES TANK SEPT IC 12’ MTL 405 410 415 10 -Y21- - L - P O T S t a . 4 0 7 + 1 0 . 1 5 4 5 3 -Y22- - Y 2 2 - P O T S t a . 1 0 + 0 0 . 0 0 - Y 2 2 - P C S t a . 1 0 + 1 9 . 7 6 - L - P O T S t a . 4 1 3 + 4 7 . 8 6 POT PC PT PC - L - - L - P I S t a 11+ 8 5 .4 9 D L = 18 1.14 ’ T = 9 2 .3 6 ’ R = 3 7 5 .7 1’ P I S t a 12+76.60 D L = 5 5.03’ T = 28.60’ R = 81.85’ - Y 2 2 - P T S t a . 1 2 + 1 5 . 9 4 P I S t a 11+26.62 D L = 196.18’ T = 106.86’ R = 199.29’-Y22- - Y 2 2 - P C S t a . 1 2 + 4 8 . 0 0 - Y 2 2 - P T S t a . 1 3 + 0 3 . 0 3 = -Y22- POT STA. 10+00.00 - L - P O T S T A . 4 1 3 + 4 7 . 8 6 - Y 2 2 - P O C S T A . 1 3 + 0 3 . 0 3 = P T P C P T P C P T - Y 2 1 - P O T S t a . 1 0 + 0 0 . 0 0 = - Y 2 1 - P C S t a . 1 0 + 9 3 . 1 3 - Y 2 1 - P T S t a . 1 2 + 7 4 . 2 7 10 P I S t a 1 1 + 1 6 . 0 7 D L = 3 0 . 6 9 ’ T = 1 7 . 6 2 ’ R = 2 4 . 9 9 ’ P C P T - D 1 - P O T S t a . 1 0 + 0 0 . 0 0 = - L - P O T S t a . 4 0 9 + 6 0 . 0 0 - D 1 - P T S t a . 1 1 + 2 9 . 1 4 - D 1 - P O T S t a . 1 1 + 7 0 . 2 5 - D 2 - - Y 2 1 - P O T S t a . 1 0 + 0 0 . 0 0 = - L - P O T S t a . 4 0 6 + 0 0 . 0 0 - D 2 - P O T S t a . 1 0 + 0 0 . 0 0 = - L - P O T S t a . 4 0 9 + 6 0 . 0 0 - D 2 - - Y 2 1 - - D 2 - P O T S t a . 1 1 + 7 0 . 2 5 E N D C O N S T R U C T I O N G RA U 3 5 0 G RAU 3 5 0 +00 +00 8 0 0 ’ T A P E R 24’ 40’R10’R 24’ E X I S T I N G T I E T O P A V E M E N T T O B E R E M O V E D BE RM OVED PAVEM ENT TO 32/60 2 0 0 4 / 2 0 3 0 A D T 1 / 1 1 / 3 5 5 / 1 0 4 5 5 / 1 0 2 2 / 4 - Y 2 1 - S H E R I F F R D 2 0 0 4 / 2 0 3 0 A D T 1 / 2 1 - / 1 1 / 1 5 5 / 1 0 4 5 6 / 1 0 4 - Y 2 2 - O L D U S 2 1 60’ 60’ 1 1 + 0 0 . 0 0 3 2 . 0 0 1 1 + 5 0 . 0 0 2 4 . 0 0 1 2 + 0 0 . 0 0 4 0 8 + 5 0 . 0 0 9 5 . 0 0 4 1 1 + 0 0 . 0 0 3 8 . 0 0 4 1 1 + 5 0 . 0 0 3 4 . 0 0 4 1 1 + 0 0 . 0 0 4 1 . 0 0 4 1 2 + 0 0 . 0 0 5 5 . 0 0 4 1 2 + 5 0 . 0 0 4 5 . 0 0 4 1 3 + 0 0 . 0 0 6 4 . 0 0 413+50.00 61.00414+00.00 66.00 4 0 6 + 2 6 . 6 5 8 5 . 5 6 413+10.00413+38.00 4 6 . 0 0 8 1 . 0 0 3 0 . 0 0 1 1 + 2 0 . 0 0 2 4 . 0 0 3 0 . 0 0 4 0 7 + 19 . 0 7 3 0 . 0 0 1 2 + 0 0 . 0 0 2 3 . 0 0 3 1 . 0 0 2 5 . 0 0 1 2 + 0 0 . 0 0 12.9013.20 4 1 2 + 7 0 . 0 0 3 0 . 0 0 414+75.00 30.00 4 0 7 + 0 0 . 0 0 3 5 . 0 0 4 0 8 + 5 0 . 0 0 3 9 . 0 0 4 0 9 + 0 0 . 0 0 3 9 . 0 0 415+50.00 55.00 415+00.00 63.00 414+50.00 66.00415+61.00 2 3 . 0 0 , R / W - D 2 - 1 0 + 9 3 . 0 0 1 7 . 0 0 4 1 0 + 0 0 . 0 0 4 1 . 0 0 4 0 8 + 0 0 . 0 0 5 1 . 0 0 4 0 6 + 8 9 . 5 0 414+58.00-Y22-12+10.00 -Y22-11+78.00 4 10 + 13 .0 0 5 1 . 0 0 4 0 . 0 0 4 0 9 + 6 4 . 0 0 5 1 . 0 0 4 0 .0 0 4 0 5 + 0 5 . 0 0 4 0 6 + 2 5 . 0 0 416+91.00 49.00 416+23.00 R \ W , 7 0 . 0 0 R\ W , 7 0 . 0 0 R\W R\W, 55.00R\W R\W R \ W 4 4 . 9 8 63.24 6 3 . 1 0 P L PL P L 4 0 6 + 5 0 . 0 0 R/ W - Y 2 1 - 1 1 + 0 0 . 0 0 - Y 2 1 - 1 1 + 0 5 . 0 0 - D 2 - 1 1 + 7 0 . 2 5 - D 2 - 1 1 + 7 0 . 2 5 4 0 9 + 0 0 . 0 0 - L - 4 0 9 + 7 9 . 0 0 - L - 52.00 1 2 . 4 9 F F F F F F F F C C C C C F F F F F C CC C CCCCCFFFC C C C C C R E B A R S0714’06"W443.47’ N0623’00"E1432.32’N5125’00"W66.76’ N 6 1 0 0 ’ 0 0 " W 1 6 1. 5 4 ’ N 5 4 5 6 ’ 0 0 " W 14 3 . 5 0 ’ N 2 8 3 6 ’5 9 "W 5 0 .0 0 ’ N 0 8 3 6 ’5 3 "W 12 8.5 1’ N 2 7 0 2 ’0 2 "W 8 2 .5 9 ’ N 2 9 3 6 ’3 9 "W N5020’10"E R E B A R REBAR40.00’ 2 4 .0 0 ’ 40.00’26.00’ E X IS T IN G R / W E X I S T I N G R / W EX IST ING R /W EX IST ING R /W EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/W 114 .5 3 ’ R E B A R -C O R 2 .6 7 ’ R / W- C O R R U B Y L . F O G L E M A N E A R L C . F O G L E M A N A N D D B 7 5 P G 3 0 2 A N D L E X A R A E C R E E D E D W A R D S E L M E R R I C H A R D E D W A R D S PB 2 PG 61PB 1 PG 65DB 74 PG 473DB 98 PG 236 P B 2 P G 6 1 P B 1 P G 6 5 D B 7 4 P G 4 7 3 D B 9 8 P G 2 3 6 1 6 1 1 6 2 1 5 7 1 6 4 157 1 6 5 D B 1 1 2 P G 5 7 3 D B 1 6 5 P G 8 1 0 D B 3 4 9 P G 1 0 7 5 1 6 1 A 174.56’ REBAR-COR 22.90’ R/W-REBAR 53.85’ +70.13 26.44’+85.44 S U E A L M O N D G E N E A L M O N D D U R A N T C . W H I T L E Y N O R R I S G . D I X O N D O N N IE W . W A G O N E R 164 DEAN R. EDWARDS DB 75 PG 302WILL 09-E-4 164 DEAN R. EDWARDS DB 75 PG 302WILL 09-E-4 L O R R A I N E M . S T O K E R , E S T A T E W B 1 2 - E - 1 2 3 LORRAINE M. STOKER, ESTATE WB 12-E-123DB 62 PG 115 DB 52 PG 36 DB 74 PG 545 24" 42" 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ P E S HEADWALLREMOVEENDWALLCONC.ENDWALLCONC. 3 7 - 1 3 7 - 2 37-337-4 R ETA IN G R A D E T O D R A I N 2 G I - D R E M O V E H E A D W A L L B N a t u r a l G r o u n d 2:1 2:1 D B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H F R O M S T A . 4 1 4 + 5 0 T O S T A . 4 1 5 + 5 0 - L - L T D E T A I L 5 E S T . 7 5 C . Y . D D E GRADE TO DRAIN ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 N a t u r a l S l o p e D i t c h F r o n t Flatter 4:1 or D 2:1 G r o u n d M i n . D = 1 F t . W / L O W F L O W S I L L S B U R Y I N V E R T 1 . 0 ’ 7 ’ x 7 ’ R C B C P R O P . 2 B A R R E L 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 B = 4 . 0 F t . M i n . D = 1 . 0 F t . RETAIN 4 0 . 0 0 R \ W + 5 0 . 0 0 4 0 . 0 0 R \ W + 7 0 . 0 0 3 5 . 0 0 R \ W + 5 0 . 0 0 3 5 . 0 0 R \ W + 7 0 . 0 0 GATEOFRELOCATIONPROP.NAD 83 28’ 28’300’SEE DETAIL 1-L- STA. 427+20 TO 429+00 LTLATERAL BASE DITCH SEE DETAIL 1-L- STA. 426+40 TO 427+50 RTLATERAL BASE DITCHSEE DETAIL 3-L- STA. 424+00 TO 424+50 LTCUT DITCH SEE DETAIL 3-L- STA. 427+00 TO 427+20 LTCUT DITCHHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet38.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS38R-3101 MATCH LINE -L- STA. 417+00 SEE SHEET 37 MATCH LINE -L- STA. 429+00 SEE SHEET 39 F O R - L - P R O F I L E S E E S H E E T 6 4 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S -BL- 63 414+16 .18 PINC -BL- 64 422+13.29 PINC (60D NAIL SET) ELEV=2658.37’ T15-227 POT 5+00.00 (TRAV . MON .) ELEV=2632.79’ = -T15- 63 POT 8+34 .98 INV=2 6 2 3 .5 2IN V =2 6 2 3 .8 1 INV=2 6 3 1.0 9 INV =2 6 3 5 .3 3 I N V = 2 6 4 6 . 8 6 INV = 2 6 5 6 .5 3 INV=2677.87INV=2679.63 H W R O C K 18" C M P 1 8" C M P 24"C M PH W R O C K HWROCK 24"CMP HW R O C K 420 PCSta. 421+13.92 425 PTSta. 427+25.25 - L- - L- P I S t a 4 2 4 + 2 1 . 8 0 D L = 6 1 1 . 3 3 ’ T = 3 0 7 . 8 8 ’ R = 2 , 0 8 3 . 4 8 ’ -L- G RA U 3 5 0 GRAU 35024’ 24’ 60’ 60’ 4 1 8 + 0 0 . 0 0 5 5 . 0 0 4 1 9 + 5 0 . 0 0 6 3 . 0 0 4 2 1 + 5 0 . 0 0 6 8 . 0 0 4 2 2 + 5 0 . 0 0 5 8 . 0 0 4 2 3 + 0 0 . 0 0 5 9 . 0 0 4 2 4 + 5 0 . 0 0 4 9 . 0 0 425+00.00 61.00425+50.00 66.00 429+00.00 42.00428+00.00 41.00 4 2 4 + 8 0 . 0 0 425+50.00 78.0054.00426+31.00 72.00 R \ W C C C C C C C C CC FFFFFCCCC APP R O X 4 9 0 48" WW & 2-SBW 36" WW 4 8 8 S S G 4 8 " WW 4 8 " WW 12" RCP S PI L L W A Y C O N C 4 8 " WW & 1S B W DAM EARTHEN 12 " R C P 8’ S OI L 1.5 S F D 48" W W C O N C RCP (2 ) 2 4 " MTL MT L MTL HW R O C K 18" C M P 48936" WOOD 18" 2 4 " 24"11 S.Y. FILTER FABRICRIP RAP WITH3 TONS CLASS ’B’ H E A D W A L L R E M O V E H E A D W A L L R E M O V E H E A D W A L L R E M O V E HEADWALLREMOVE F S 7 S . Y . F I L T E R F A B R I C R I P R A P W I T H 2 T O N S C L A S S ’ B ’ E N D W A L L C O N C . ENDWALLCONC.Flatter4:1 orSlopeDitchFront Natural GroundD2:1( Not to Scale)CUT DITCHDETAIL 3 Min. D= 1 Ft. R EM O V E 2 G I - B N a t u r a l G r o u n d ( Not to Scale)2:1 2:1D BFill Slopeb L A T E R A L B A S E D I T C H 1"/Ft.DETAIL 1 b= 5 Ft.B= 2 Ft.Min. D= 1 Ft. - L - S T A . 4 2 6 + 4 0 T O 4 2 7 + 5 0 R T - L - S T A . 4 2 7 + 2 0 T O 4 2 9 + 0 0 L T 20:110:1Traffic FlowOutside Ditch0.5’ Min.GIetc.C Proposed DitchLS=Ditch SlopeS( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 60.00+50.00 55.00+50.0055.00+00.00 40.00R\W+00.0040.00R\W+50.0045.00R\W+50.0045.00R\W+00.00 R\W+70.00 4 0 . 0 0 R \ W + 8 5 . 0 0 5 5 . 0 0 R \ W + 5 0 . 0 0 5 5 . 0 0 R \ W + 7 5 . 0 0 1 1 S . Y . F I L T E R F A B R I C R I P R A P W I T H 3 T O N S C L A S S ’ B ’ 3 5 . 0 0 R \ W + 7 0 . 0 0 3 5 . 0 0 R \ W + 5 0 . 0 0 3 8 - 1 3 8 - 2 3 8 - 3 3 8 - 4 38-5 38-6 E S T . 9 4 C Y D D E -L- STA. 424+00 TO 424+50 LT -L- STA. 427+00 TO 427+20 LT EIP N0416’59"EREBAR40.00’EXISTING R/W EXISTING R/W 16 4 169 DB 66 PG 504DB 51 PG 159DB 50 PG 58 16720.96’+16.69 16 4 D E A N R . E D W A R D S D B 7 5 P G 3 0 2 W I L L 0 9 - E - 4 RALPH B. POOLEJAMES A. POOLE JAMES TILMAN WAGONER, ET AL WILL 10-E-73WILL 10-EO-22DB 72 PG 377 D E A N R . E D W A R D S D B 7 5 P G 3 0 2 W I L L 0 9 - E - 4 D B 6 2 P G 1 1 5 D B 5 2 P G 3 6 D B 7 4 P G 5 4 5 934.95’ REBAR-COR11.31’ R/W -REBARUSTUSTUSTNAD 83 3 0 0 ’ 28’ 2 8 ’ 21 S.Y. F.F.8 TONSCLASS ’B’ RIP RAP R E T A I N S E E D E T A I L 6 S P E C I A L C U T D I T C H SEE DETAIL 172’ BASE LATERAL DITCHSEE DETAIL 72’ BASE LATERAL DITCHREMOVE & REPLACEHYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet39.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS39R-3101 M A T C H L IN E - L - S T A. 4 2 9 + 0 0 S E E S H E E T 3 8 MATCH LINE -L- STA. 441+00 SEE SHEET 40 HWROCK F O R - L - P R O F I L E S E E S H E E T 6 4 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S -B L - 6 5 4 2 5 + 9 0. 3 3 P IN C -BL - 6 6 4 2 9+ 16 .3 6 P INC 5+00 .00 POT -BL- 67 435+25.55 PINC BM18 INV=2681.26 INV=2683.51 INV=2705.83 INV=2707.90 INV=2708.01 INV=2713.82 2 4 " C O N C. 18"CMP D I HWROCK24"CM P 1S F B U S C O N C D IS H S BST PA 5-SBW 5-SBW U S 2 1 2 2 ’ B S T 5-SBW 500 496 497 C ONC 5 - S B W 5 -SBW C O N C C O N C 1SF&BKD S 495 494 493 F L O WE R B E D S 5 - S B W 5-SBW GR 491 B S T 1S B L K D US 2 1 2 2 ’ B S T S MTL 2 -WD R A IL S CONC PAD BL*52152689.56OBS2777OBS2778EL*52152687.02 15" CMP 4 SBW SR 1429 ANDREWS RIDGE ROAD 18’ BST S3321’57"E167.97’ REBAR-COR15.01’ R/W -REBARS3324’13"E89.53’S15 03’39"E174.51’S1506’33"E212.12’ N 2 6 19 ’4 7 "E 2 0 3 .5 5 ’ R EBA R -CO R 2 2 .4 5 ’ R /W -R E BAR R E B A R N2047 ’05"E 63 .22 ’ S53 20’50"E 425.60’ S5355’55"W 132.58’ 6 0 . 0 0 ’ 40.00’ EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W A N D P A U L A C . P R E S N E L L R O B E R T L . P R E S N E L L , J R . D B 6 6 P G 5 0 4 D B 5 1 P G 1 5 9 D B 5 0 P G 5 8 16 7 16 8 16 9 17 0 171 RUSSELL O. EDWARDS AND HELEN EDWARDS D B 2 4 2 P G 8 4 5 DB 69 PG 445 PB 1 PG 65 19 .8 4 ’ + 7 6 . 4 4 30.84’+99.00 20.46’+48.91 D B 6 9 P G 5 2 8 R E M A I N D E R O F R A L P H B . P O O L E J A M E S A . P O O L E L O R R A I N E M . S T O K E R , E S T A T E W B 1 2 - E - 1 2 3 W I L L 1 0 - E - 7 3 W I L L 1 0 - E O - 2 2 D B 7 2 P G 3 7 7 J A M E S T IL M A N W A G O N E R , E T A L 4 3 0 T S S t a. 4 3 1+ 6 1. 3 3 SCS ta . 433+61 .33 435 CSSta. 437+07.93 STSta. 439+07.93440 10 - L - P I s S t a 4 3 2 + 9 4 . 8 1 F L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 4 8 ’ S T = 6 6 . 8 0 ’ P I S t a 4 3 5 + 3 8 . 3 2 D L = 3 4 6 . 6 0 ’ T = 1 7 6 . 9 9 ’ R = 6 9 4 . 4 9 ’ P I s S t a 4 3 7 + 7 4 . 7 3 F L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 4 8 ’ S T = 6 6 . 8 0 ’ P I s S t a 4 4 2 + 7 4 . 3 6 F L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 3 4 ’ S T = 6 6 . 6 8 ’ -Y23- - Y 2 3 - P O T S t a . 1 0 + 0 0 . 0 0 = - L - P O C S t a . 4 3 4 + 3 1 . 4 5 - Y 2 3 - P T S t a . 1 2 + 8 1 . 1 6 - Y 2 3 - P C -Y23- P T - L - - L- P I S t a 1 1 + 8 3 . 6 7 D L = 1 9 6 . 3 7 ’ T = 9 8 . 8 9 ’ R = 6 7 4 . 0 7 ’ - Y 2 3 - P C S t a . 1 0 + 8 4 . 7 9 - Y 2 3 - P O T S t a . 1 3 + 9 2 . 5 3 - Y 2 3 - S T A . 1 0 + 0 0 . 0 0 P O T = - L - S T A . 4 3 4 + 3 1 . 3 5 P O C GRAU 350 G RA U 3 5 0 GRAU 350 24’ 2 4 ’ 5 0 ’ R 4 0 ’ R 2 0 0 4 / 2 0 3 0 A D T 1 / 3 3 / 4 5 8 / 1 0 5 5 6 / 1 0 4 4 / 7 - Y 2 3 - A N D R E W S R I D G E R D 6 0 ’ 60’ 4 3 1 + 5 0 . 0 0 4 2 . 0 0 4 3 1 + 0 0 . 0 0 7 9 . 0 0 4 3 2 + 0 0 .0 0 6 8 .0 0 4 3 3 + 0 0 . 0 0 5 5 . 0 0 4 3 4 + 0 0 . 0 0 6 0 . 0 0 4 3 4 + 5 0 . 0 0 5 9 . 0 0 4 3 5 + 0 0 . 0 0 6 7 . 0 0 4 3 7 + 0 0 . 0 0 4 1 . 0 0 439+00.00 68.00439+50.00 43.00 440+50.00 36.00441+00.00 52.00 439+50.00 65.00440+50.00 44.00441+00.00 38.00 4 3 3 + 3 0 . 0 0 3 0 . 0 0 3 0 . 0 0 4 3 5 + 0 5 . 0 0 4 3 5 + 5 0 . 0 0 4 2 . 0 0 4 3 6 + 0 0 . 0 0 4 1 . 0 0 4 3 1 + 5 0 . 0 0 8 2 . 0 0 4 3 3 + 5 0 . 0 0 6 6 . 0 0 4 3 0 + 5 0 . 0 0 7 3 . 0 0 4 2 9 + 5 0 . 0 0 5 1 . 0 0 4 2 9 + 0 0 . 0 0 4 2 . 0 0 4 3 5 + 5 0 . 0 0 5 0 . 0 0 4 3 6 + 0 0 . 0 0 5 2 . 0 0 4 3 6 + 5 0 . 0 0 53.00438+00.0045.00438+75.00120.00439+13.00 4 5 . 0 0 R \ W + 0 0 . 0 0 R \ W 5 6 .8 9 P L 4 8 .7 9P L 437+00.00 67.00437+50.00 66.00438+30.00 60.00 4 3 3 + 9 0 . 0 0 4 5 . 0 0 R/ W 1 0 + 7 5 . 0 0 - Y 2 3 - R/ W 1 0 + 8 0 . 0 0 - Y 2 3 - 4 3 5 + 2 5 . 0 0 - L - 438+48.00438+50.00439+00.00 38’59’R\W440+90.00 R\W43.00, 78.00 C C C C C C C C C C C C C C C C C CCCCC F F F F FFFF E X I S T . P I P E S I L T E D 5 0 % N O D E F I N E D C H A N N E L R E T AI N da = 9.3 acC = 0.35n=?s= 4.58%d= 1.3’V= 2.6 FPSQ= 15 CFS438+19 -L- RTSta.= 437+00 to ( Not to Scale)LATERAL BASE DITCH Natural Ground2:1D BbFill Slope d FabricFilter 2:11"/Ft.*When B is < 6.0’Natural Ground( Not to Scale)2:12:1D BFill SlopebLATERAL BASE DITCH 1"/Ft.DETAIL 7 b= 5 Ft.B= 2 Ft.Max. d= 1.5 Ft.Min. D= 1.5 Ft.Type of Liner= Class ’I’ Rip-Rap FROM STA. 437+00 TO STA. 437+50 -L- RTFROM STA. 437+50 TO STA. 438+19 -L- RT b= 5 Ft.B= 2 Ft.Min. D= 1.5 Ft. d a = 0 .3 8 a c Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 6 F R O M S T A . 4 3 3 + 5 0 T O S T A . 4 3 4 + 0 0 - L - R T M i n . D = 1 . 5 F t . DETAIL 17+10.00 50.00 15 " 30"50.00R\W+30.00R\W 3 9 - 1 39-2 7 S .Y. FILTER F A BRIC RIP RA P W ITH 2 TO N S C LA S S ’B’ EST. 28 CY DDEEST. 40 CY DDE 4 3 1+ 6 1.3 3 3 0 .0 0 4 3 2 + 3 5 .0 0 3 0 .0 0 4 3 3 + 10 .0 0 3 0 .0 0 4 3 3 + 6 1.3 3 3 0 .0 0 4 3 1+ 6 1.3 3 3 0 .0 0 4 3 3 + 10 .0 0 3 0 .0 0 4 3 2 + 3 5 .0 0 3 0 .0 0 437+85.00 30.00439+07.93 30.00 438+55.00 30.00 437+07.93 30.00 437+07.93 30.00437+85.00 30.00438+55.00 30.00439+07.93 30.00NAD 83 28’ 28’ R E M O V E R E M O V E & R E P L A C E R E M O V E & R E P LA C E R E T A I N R E M O V E S E E D E T A I L 8 S P E C I A L C U T D I T C H 1 0 S . Y . F . F . 3 T O N S C L A S S ’ B ’ R I P R A P S E E D E T A IL 9 2 ’ B A S E C U T D IT C H S P E C IA L S E E D E T A I L 8 S P E C I A L C U T D I T C H 1 1 S. Y. F. F. 3 T O N S C L A S S ’ B ’ R I P R A P HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet40.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS40R-3101 MATCH LINE -L- STA. 441+00 SEE SHEET 39 MATCH LINE -L- STA. 453+00 SEE SHEET 41 F O R - L - P R O F I L E S E E S H E E T 6 5 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S T OP = 2 6 8 0 .6 8 I NV= 2 6 7 3 .9 3 V A U L T E O I 10 " WA T E R L IN E A P P R O X IM A T E U N A B L E T O O B T AI N I N V. T O P = 2 6 6 5.2 4 3 " F O R C E M A IN A P P R O X IM A T E OUT=2739.72IN=2739.86TOP=2746.16 INV=2 6 6 2 .17 T OP = 2 6 7 2 .9 2 INV IN=2721.75TOP=2729.29INV OUT=2721.75 T O P =2 7 10 .0 7 O U T = 2 7 0 1.18 IN V I N = 2 7 0 1.3 2 F O R F O R C E M A I N B L O W O U T T O P = 2 6 8 0 . 6 1 F S S N O T IN M H FSS NOT IN MH FSS NOT IN MH T OP = 2 6 8 0 .6 8 I NV= 2 6 7 3 .9 3 V A U L T E O I -BL- 69 444+95.67 PINC -BL- 67 435+25.55 PINC -BL- 68 439+00.49 PINC 5+00.00 POT -BY30- 148 6+67.60 POT 9 9 9 7 8 9 . 6 8 1 3 9 0 4 3 1 . 1 2 2 6 5 9 . 6 1 9 9 9 7 8 7 . 6 6 1 3 9 0 4 2 4 . 2 5 2 6 5 9 . 7 2 9 9 9 7 8 8 . 6 4 1 3 9 0 4 2 7 . 7 8 2 6 6 5 . 9 3 9 9 9 7 8 8 . 6 0 1 3 9 0 4 2 7 . 7 7 2 6 6 7 . 5 0 9 9 9 7 4 2 . 9 8 1 3 9 0 4 7 7 . 8 0 2 6 5 9 . 3 3 9 9 9 7 4 1 . 7 6 1 3 9 0 4 7 1 . 2 9 2 6 5 9 . 2 9 9 9 9 7 4 2 . 6 9 1 3 9 0 4 7 4 . 6 8 2 6 6 5 . 3 6 9 9 9 7 4 2 . 7 9 1 3 9 0 4 7 4 . 4 7 2 6 6 6 . 9 8 C UL4 C UL3 C UL1 C UL2 CE2 CE1 H W2 H W1 IN V = 2 6 8 7 . 6 1 INV = 2 6 8 9 . 4 0 INV=2717.90INV=2718.46INV=2728.48INV=2733.18 18"CM P 18"CMP15"CONC. 1 B A R R E L 6 ’ X 6 ’ C U L V E R T # 1 7 HWROCK O N E B A R R E L N O R T H E A S T E L E V . C U L 1 C U L 2 C E 1 H W 1 C U L 3 C U L 4 C E 2 H W 2 C U L V E R T # 1 7 TSSta. 441+41.02 SCSta. 443+41.02 445 CSSta. 449+59.25450STSta. 451+59.25 PIs Sta 442+74.36F Ls = 200.00’LT = 133.34’ST = 66.68’-L--L-PIs Sta 450+25.92F Ls = 200.00’LT = 133.34’ST = 66.68’PI Sta 446+51.66 D L = 618.23’T = 310.64’R = 2,546.48’-L- G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 24’ 24’ 60’ 60’ 4 4 1 + 0 0 . 0 0 3 8 . 0 0 4 4 3 + 5 0 . 0 0 4 2 . 0 0 4 4 4 + 5 0 . 0 0 6 1 . 0 0 4 4 5 + 0 0 . 0 0 5 8 . 0 0 4 4 5 + 5 0 . 0 0 7 9 . 0 0 4 4 1 + 5 0 . 0 0 4 4 2 + 5 0 . 0 0 5 6 . 0 0 4 4 3 + 0 0 . 0 0 4 4 6 + 5 0 . 0 0 5 4 . 0 0 4 4 8 + 0 0 . 0 0 5 5 . 0 0 4 4 8 + 5 0 . 0 0 5 3 . 0 0 449+00.00 71.00 4 4 1 + 3 0 . 0 0 4 4 2 + 2 0 . 0 0 4 4 8 + 5 0 . 0 0 450+50.00 9 5 . 0 0 , 7 3 . 0 0 4 4 2 + 0 0 . 0 0 9 5 . 0 0 , 5 8 . 0 0 4 4 7 + 5 0 . 0 0 5 4 . 0 0 449+00.00 63.00 449+75.00451+45.00 50.00 452+00.00 57.00 4 4 1+ 2 6 . 0 0 4 4 1+ 7 1. 0 0 5 5 . 0 6 , 6 6 . 0 0 4 4 2 + 2 5 . 0 0 5 5 . 0 0 , 7 1 . 0 0 4 4 2 + 5 2 . 0 0 5 6 . 0 0 , 7 5 . 0 0 4 4 3 + 0 4 . 0 0 5 1 . 0 0 , 7 2 . 0 0 5 5 . 0 0 , 7 1. 0 0 R \ W , 5 5 . 0 0 7 1 . 0 9 P L 6 6 . 5 3 P L 4 3 . 4 5 P L 5 8 . 9 1 P L 5 1 . 2 0 P L R / W , 5 5 . 0 0 4 4 3 + 4 1. 0 2 3 0 . 0 0 4 4 2 + 1 6 . 0 0 3 0 . 0 0 4 4 2 + 9 1. 0 0 3 0 . 0 0 4 4 4 + 0 0 . 0 0 4 4 6 + 8 5 .0 0 R / W , 5 0 . 0 0 50.00 5 0 .0 0 5 0 . 0 0 4 4 5 + 3 5 . 0 0 5 0 . 0 0 4 4 1 + 4 7 . 0 0 4 4 1 + 2 2 . 0 0 4 4 1 + 2 9 . 0 0 3 5 ’ , 4 2 ’ 4 3 ’ , 6 4 ’ 3 8 ’ , 6 5 ’ P U E 55.00 4 4 5 + 1 0 . 0 0 5 2 ’ , 7 9 ’ 4 4 5 + 2 4 . 0 0 5 2 ’ , 8 0 ’ 4 4 7 + 7 0 . 0 0 4 4 7 + 8 0 . 0 0 5 4 ’ , 8 0 ’ 5 4 ’ , 8 0 ’ 449+35.00 50’, 56’449+97.00 56.00 450+42.00 51.00 450+55.00 175.00450+52.00 51.00 452+70.00 52.00 452+53.00 91.00 452+63.00 94.00 452+80.00 52.00 C C C C C C C C C C CCC C C F F F F F F C C C 8’ GR 5 0 1 APPROX U S 2 1 B S T 72" CHL 1SBLK BUSBST JOINES COURT LANE HTR 1SBKDCONC CONC B S T S 1S B K D 5 0 2 508 507 506 509 510512 B S T C O N C D IT C H 12 " C O N C 7’ GR 12" CONC 8’ GR JOINES PARK ROAD DECK 19’ BST DECK 18"CM P 505 5 0 3 BST 8’ GR SIZE & TYPE UNKNO WN G R 72 " C H L R I P R A P 15" C MP 2 4 " C M P 18 " R C P B S T 1SE 1SE TB TB TBTB TB TB R E T A I N FS REMOVEREMOVE R E M O V E 2750 F S F r o n t D i t c h S l o p e N a t u r a l G r o u n d 2:1 D Flatter 4:1 or d ( N o t t o S c a l e ) S P E C I A L C U T D I T C H D E T A I L 8 T y p e o f L i n e r = P S R M M a x d = 1 . 0 F t . M i n . D = 1 . 0 F t . F R O M S T A . 4 4 8 + 8 1 T O S T A . 4 4 9 + 5 0 - L - R T . F R O M S T A . 4 4 8 + 9 1 T O S T A . 4 4 9 + 5 0 - L - L T . SlopeDitchFront Natural Ground d2:1 BD( Not to Scale)SPECIAL CUT BASE DITCH Flatter4:1 orDETAIL 9 T y p e o f L i n e r = P S R M FROM STA. 445+45 TO STA. 448+50 -L- RTB= 2 Ft.Max. d= 1 Ft.Min. D= 1 Ft. 2 4 " C S P H E I G H T = 2 . 0 F T . M O D I F I E D F A L S E S U M P 2 G I - A 2 G I - A F S 4 0 - 1 RIP RA P C LA S S ’I’ W / LO W F LO W S ILLS B U RY IN VERT 1. 0 ’ 1 @ 6 ’ X 7 ’ RC BC 2 0: 1 10:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min. G I e t c . C P r o p o s e d D i t c h L S = D i t c h S l o p e S ( N o t t o S c a l e ) F A L S E S U M P 2 ’ 1.0’ Max. D E T A I L 1 9 1 5 " 15" 15" 2 4 " 24" 18" 4 0 . 0 0 R \ W + 5 0 . 0 0 4 0 . 0 0 R \ W + 0 0 . 0 0 4 0 - 2 4 0 - 3 4 0 - 4 4 0 - 5 40-6 40-840-7 S33 21’57"E 167.97’ REBAR-COR 15.01’ R/W -REBAR R E B A R S 8 1 4 5 ’ 5 9 " W 3 2 4 . 16 ’ S1113’20"E 112.41’ S0106’45"E 122.35’ S 10 5 1’18 "W 19 5 .5 5 ’ N 8 1 13 ’3 6 "W 18 6 .6 0 ’ E IP S05 01’44"W 311.02’ EIP-COR 0 .48’ R/W-EIP N 8 9 0 9 ’5 9 "W 19 4 .19 ’ S04 56’22"W E IP EIP E IP E IP E IP S O L ID IR O N N02 17’37"E 65.36’ N 12 3 1’3 6 "E 2 2 .2 6 ’ N 8 6 2 6 ’5 2 "W 14 9 .8 8 ’ N8 6 4 3 ’2 2 "W 15 8 .4 5 ’ N8 6 4 3 ’2 2 "W 7 2 .4 2 ’ N 0 3 18 ’4 1"E 2 7 .4 8 ’ N 16 4 3 ’ 3 4 "E 6 0. 14 ’ N0124’10"W 77.59’ N2146’01"W320.59’ N 72 0 1’58"W 116.0 9’ N 6343’31"W 103.82’ S 8 7 2 6’15"W 17 9 .48’N7055’21"W124.37’ 272 .04’ EIP-COR 7 .13’ R/W-EIP S 0 3 5 2 ’3 9 "W 2 .8 5 ’ M I K E D A V I S A L I C E G A R L A N D A N D D B 1 8 3 P G 4 D B 1 6 6 P G 8 2 6 D B 1 3 4 P G 8 3 0 L I N D A T . B E D S A U L C L I N T F . B E D S A U L A N D L E L A M . B A R K E R A . J . B A R K E R A N D 17 217 3 17 6 17 7 17 8 179179 B R A D L E Y C . B E D S A U L B R A D L E Y C . B E D S A U L TONY G. GREENE D B 2 6 2 P G 1 3 1 3 D B 4 5 P G 5 5 D B 2 2 0 P G 2 7 0 D B 2 2 0 P G 2 7 0 D B 2 3 7 P G 1 3 4 0 DB 237 PG 1340 D B 1 4 1 P G 1 2 5 17 6 20.46’+48.91 18 . 8 1’ + 0 0 . 0 4 23 .25’ +98 .69 T O N Y G . G R E E N E 17 5 D B 3 1 1 P G 6 6 3 L O J E A N M O X L E Y 4 4 1 + 4 1 . 0 2 3 0 . 0 0 4 4 2 + 1 6 . 0 0 3 0 . 0 0 4 4 2 + 9 1. 0 0 3 0 . 0 0 4 4 3 + 4 1. 0 2 3 0 . 0 0 4 4 1 + 4 1. 0 2 3 0 . 0 0 449+59.25 30.00 450+35.00 30.00451+10.00 30.00451+59.25 30.00 451+59.25 30.00 451+10.00 30.00450+35.00 30.00449+59.25 30.00NAD 83 28’ 28’ R E M O V E R E TA I N REMOVE & REPLACE E S T 6 S . Y . F . F . 5 ’ X 1 0 ’ P S R M REMOVE & REPLACE R E M O V E SEE DETAIL 3CUT DITCH 7 S . Y. F . F . 2 TO N S C LA S S ’ B’ RI P RA P S E E D ETA IL 3 C U T D ITC H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet41.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS41R-3101 MATCH LINE -L- STA. 453+00 SEE SHEET 40 MATCH LINE -L- STA. 465+00 SEE SHEET 42 F O R - L - P R O F I L E S E E S H E E T 6 5 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 2 4 - & - Y 2 5 - P R O F I L E S S E E S H E E T 7 3 10 " W A T E R L IN E A P P R O X IM A T E 8" WATER LINE APPROXIMATE 3 " F O R C E M A IN A P P R O X IM A T E TOP=2741.81INV=2735.22 T O P = 2 7 5 2 . 19 I N V = 2 7 3 7 . 8 3 T O P = 2 7 5 4 . 6 6 R E L E A S E A I R I N V = 2 7 4 4 . 9 6 T O P = 2 7 5 5 . 0 4 INV=2735.43TOP=2746.25 W F S S N O T I N M H -BL-GPS R3101-17 449+72.32 PINC 5+00.00 POT-BY31- 150 -BL-GPS R3101-18 459+02.81 PINC 9+05.99 POT 5+00.00 POT -BY32- 1545+90.10 PINC(TRAV. MON.)ELEV=2744.35’= -T16- 18 POT 5+00.00 INV=2729.57INV=2730.97 INV=2734.36INV=2735.87 INV=2741.37 INV=2742.07 INV=2 7 4 3 .4 0 IN V = 2 7 4 6 . 2 3 IN V =2747.11 INV = 2 7 4 7 .5 0 D I 18 "CMP 18"CMPHWROCK HWROCK HWROCK15"CMP 18"CMP H W R O C K HWROCKHWROCK 18" CONC SCRUB S C R U B SCRUB WA L L S GR GR 1S F D 1S F & B K B U S C O N C 1 S B K & M T L B U S B S T B S T B S T B S T B S T C U R B B S T B S T C U R B BST CURB WALK CONC T A N KS A G B S T C U R B S BST 5-SBW 48" W W 1-SBWUS 21 22’ BST5-SBW5-SBW GATEMTLSR 1119 OLD US 21 11’ BST 1SFD C O N C 72" C H L BST 5 13 5 14 5 1 5 5 1 6 5 1 7 5 18 P O L E F L A G 5 19 5 2 0 3 RAIL VINYL 3 RAIL VINYL P O L E F L A G 5 2 4 525 526527528529 5 2 3 530SCRUB 1 2 " C O N C 1 2 " R C P B D I 522 S P L A N T E R B K N 7 1 5 0 ’0 2 "W 2 0 3 .8 6 ’ N4748’00"E S4023’59"E76.82’S 8 7 2 3 ’ 5 8 "E 1 1 4 . 1 8 ’ S4136’58"E165.39’ R E B A R S1217’02"W 432.18’ REBAR-COR 11.96’ R/W-REBAR S 12 17 ’ 0 1" W 8 . 9 0 ’ S3 2 3 2’ 0 3" W E I P S5532’53"W188.83’S7420’40"W207.31’S3653’08"E172.58’ S0950’16"W 667.42’ N 8 8 2 4 ’ 4 6 " W 19 8 . 6 7 ’ N02 52’44"E 400.34’ 40.00’ 26.00’26.00’ E X IS T IN G R / W E X IS T IN G R / W EXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/W 3 0 4. 5 9’ EI P- C O R 6. 36’ R/ W- EI P R U D O L P H B R Y A N I R I S L A N G F O R D A N D R O B E R T B R Y A N E R I C B R Y A N A N D W A L T E R F . B R Y A N E L I Z A B E T H F O R T S O N A N D A N I T A B R Y A N D B 1 8 3 P G 4 D B 1 6 6 P G 8 2 6 D B 1 3 4 P G 8 3 0 L I N D A T . B E D S A U L C L I N T F . B E D S A U L A N D DB 183 PG 4DB 166 PG 826DB 134 PG 830LINDA T. BEDSAULCLINT F. BEDSAUL ANDDB 142 PG 804DB 142 PG 165DB 89 PG 571DB 142 PG 405DB 111 PG 498AND BARBARA LYONDANNY D. LYON L I N D A T . B E D S A U L C L I N T F . B E D S A U L A N D D B 1 8 3 P G 4 D B 1 6 6 P G 8 2 6 D B 1 3 4 P G 8 3 0 A P R I L H . J O I N E S A L L E N J O I N E S A N D 1 8 2 1 8 3 184 2 3 6 237 CHARLES ALTON CROUSE DB 142 PG 804 DB 142 PG 165 DB 89 PG 571 DB 142 PG 405 DB 111 PG 498 D B 2 0 6 P G 6 0 8 DB 225 PG 370 D B 2 0 8 P G 9 8 8 BARBARA B. LYON DANNY D. LYON AND 19.66’ +38.50 1 8 1 D A N N Y D . L Y O N D B 3 2 7 P G 7 5 5 J U D Y I . L Y O N C O N N I E L . L Y O N 1 8 1 A D B 3 2 7 P G 7 5 7 D B 3 2 7 P G 7 5 7 N 13 43’27" E 87.22’ S 03 17’07" W 631.35’ 1 7 5 175 D B 3 11 P G 6 6 3 DB 311 PG 663 455 460 TSSta. 460+15.35 SCSta. 462+15.35465 PIs Sta 461+48.70F Ls = 200.00’LT = 133.35’ST = 66.68’PI Sta 466+73.01 D L = 898.39’T = 457.66’R = 1,909.86’-L-10 -Y24--Y25--L--L--Y25-POT Sta. 11+51.21=-L-POC Sta. 463+50.82-L-POC Sta. 463+50.72-Y24-POT Sta. 10+00.00= - Y 2 5 - P O T S t a . 1 0 + 0 0 . 0 0 POT GRAU 350 24’ 24’ 1 0 ’ R 50’R50’R 2 0 0 4 / 2 0 3 0 A D T 3 / 5 1 / 2 - Y 2 5 - O L D U S 2 1 2 / 3 5 8 / 1 0 5 6 0 / 1 0 6 60’ 60’ 4 5 4 + 5 0 . 0 0 4 2 . 0 0 4 5 6 + 0 0 . 0 0 3 9 . 0 0 4 5 6 + 5 0 . 0 0 3 3 . 0 0 4 5 7 + 5 0 . 0 0 4 0 . 0 0 4 5 7 + 0 0 . 0 0 3 3 . 0 0 4 5 9 + 0 0 . 0 0 3 8 . 0 0 4 6 0 + 0 0 . 0 0 5 2 . 0 0 462+00.00 51.00461+50.00 33.00 462+44.00 463+50.00 62.00 4 5 3 + 0 0 . 0 0 4 5 5 + 2 0 . 0 0 4 5 3 + 6 0 . 0 0 4 5 8 + 5 0 . 0 0 462+35.00 30.00 10+80.00 12.6911+00.00 13.20463+61.00 464+70.0030.00464+05.00 30.00 4 6 0 + 0 0 . 0 0 4 3 . 0 0 462+00.00 38.00462+35.00 30.00 13.15-Y25-10+50.00 10+75.00 12.98 463+60.00 464+20.00465+00.00 41.00 463+00.00 53.00R\WR\W, 45.00R\W, 45.63R\W 3 9 .3 8 P L 4 0 . 8 6 P L 4 6 0 + 3 5 . 0 0 460+65.00 4 6 0 + 5 0 . 0 0 7 1 . 0 0 4 5 9 + 7 5 .0 0 5 0 . 0 0 460+96.00 50.00461+52.00 50.00 464+46.00 50.00 R / W , 5 0 . 0 0 R/W, 50.00 5 0 . 0 0 5 0 . 0 0 5 5 . 0 0 4 5 5 + 6 5 . 0 0 5 5 . 0 0 4 5 8 + 0 0 . 0 0 5 3 . 0 0 5 0 . 0 0 4 5 3 + 1 3 . 0 0 6 5 ’ , 9 2 ’ 4 5 3 + 3 1 . 0 0 9 0 . 0 0 4 5 3 + 2 6 . 0 0 6 2 . 0 0 4 5 3 + 8 9 . 0 0 R \ W 4 5 4 + 6 8 . 0 0 5 4 . 0 0 4 5 4 + 5 7 . 0 0 1 0 0 . 0 0 4 5 4 + 5 9 . 0 0 1 9 5 . 0 0 4 5 4 + 7 2 . 0 0 5 4 . 0 0 C C C C C C C C C C C C CCCC C F F F FFFF F F F C 4 1 - 2 4 1 - 1 C O LLA R A N D E XTE N D G RA D E T O D RA I N Flatter4:1 orSlopeDitchFront N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) C U T D I T C H D E T A I L 3 Min. D= 1.0 Ft. S T A . 4 6 2 + 0 0 T O 4 6 3 + 4 7 - L - R T F R O M S T A . 4 5 9 + 5 0 T O S T A . 4 6 0 + 5 0 - L - R T 14 S.Y. F.F.5 TONSCLASS ’B’ RIP RAP10 S.Y. F.F.3 TONSCLASS ’B’ RIP RAP N a t u r a l Natural G r o u n d Ground 2:1 2:1 D ( N o t t o S c a l e ) Min. D=VARIES 1.0 to 0 FT T A I L ’ V ’ D I T C H F R O M S T A . 4 6 0 + 6 8 - L - L T D E T A I L 1 0 S E E D E T A I L 1 0 T A I L D I T C H 4 1 - 4 4 1 - 5 41-618" 15 " 24 " 15 " 4 6 0 + 5 0 . 0 0 R \ W 9 0 .0 0 , 4 1. 0 0 4 6 1+ 0 0 .0 0 R \ W 9 0 . 0 0 , 3 4 .0 0 4 1 - 3 2 G I - A U S T U S T UST 4 6 0 + 1 5 . 3 5 3 0 . 0 0 460+90.00 30.00462+15.35 30.00 461+65.00 30.00 4 6 0 + 1 5 . 3 5 3 0 . 0 0 460+90.00 30.00461+65.00 30.00 462+15.35 30.00NAD 83 28’ 28’REMOVE C LA S S ’ B ’ R I P RA P S E E D E TA I LS R O C K C R O S S V A N E S 3 ’ B A S E C H A N N E L HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:45 R:\R3101\Design\r3101_ddc_sheet42.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS42R-3101 MATCH LINE -L- STA. 477+00 SEE SHEET 43 MATCH LINE -L- STA. 465+00 SEE SHEET 41 F O R - L - P R O F I L E S E E S H E E T 6 6 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S E O I V A U L T 8" 8 " 4 " F O R C E MAIN A P P R O XIMATE TOP=2766.86INV=2772.73TOP=2778.83 T O P = 2 7 3 9 . 1 9 I N = 2 7 2 2 . 2 9 I N = 2 7 2 3 .8 2 OUT=2722.19 I N V I N = 2 7 2 4. 3 6 I N V O U T = 2 7 2 3 . 3 2 T O P = 2 7 2 9 . 5 7 I N =2 7 2 9 .7 7 I N V I N =2 7 4 1.16 T O P = 2 7 4 9 .11 INV O UT = 2 7 4 0 .9 6 INV=2758.74 F S S N O T IN M H FSS NOT IN MH FSS NOT IN MH E O I V A U L T -B L -G P S R 3 10 1 -18 4 5 9 + 0 2 .8 1 P INC 9 + 0 5 .9 9 PO T 5 + 0 0 .0 0 PO T 10 + 02. 90 P O T - B Y 32- 155 -BL- 70 467+57.03 PINC (60D NAIL SET) ELEV=2745 .89’ T16-228 POT 9+15 .23 (TRAV . M ON . ) ELEV = 2 7 4 4 .3 5 ’ = -T 16 - 18 PO T 5 + 0 0 .0 0 B M19 2751.11 2727.61C U L 4 2727.76 C UL 3 2729.20C U L 2 2729.30 C UL 1 2732.71 C E 2 2734.41 C E 1 2734.47 HW2 2735.97 H W1 1 B A R R E L 5 ’ X 5 ’ C U L V E R T # 18 9 9 9 8 6 0 . 0 8 1 3 8 7 9 0 2 . 4 8 2 7 2 9 . 3 0 9 9 9 8 5 7 . 8 2 1 3 8 7 9 0 7 . 3 2 2 7 2 9 . 2 0 9 9 9 8 5 8 . 7 2 1 3 8 7 9 0 4 . 9 4 2 7 3 4 . 4 1 9 9 9 8 5 8 . 7 2 1 3 8 7 9 0 5 . 0 2 2 7 3 5 . 9 7 9 9 9 8 1 1 . 8 2 1 3 8 7 9 0 7 . 9 3 2 7 2 7 . 7 6 9 9 9 8 0 9 . 1 7 1 3 8 7 9 1 3 . 4 4 2 7 2 7 . 6 1 9 9 9 8 1 0 . 6 1 1 3 8 7 9 1 0 . 8 0 2 7 3 2 . 7 1 9 9 9 8 1 1 . 8 5 1 3 8 7 9 1 1 . 2 1 2 7 3 4 . 4 7 O N E B A R R E L N O R T H E A S T E L E V . C U L 1 C U L 2 C E 1 H W 1 C U L 3 C U L 4 C E 2 H W 2 C U L V E R T # 1 8 465 470 CSSta. 471+13.74 STSta. 473+13.74475 10- L - P I s S t a 4 7 1 + 8 0 . 4 2 F L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 3 5 ’ S T = 6 6 . 6 8 ’ - L - -L- P I s S t a 4 6 1 + 4 8 . 7 0 F L s = 2 0 0 . 0 0 ’ L T = 1 3 3 . 3 5 ’ S T = 6 6 . 6 8 ’ P I S t a 4 6 6 + 7 3 . 0 1 D L = 8 9 8 . 3 9 ’ T = 4 5 7 . 6 6 ’ R = 1 , 9 0 9 . 8 6 ’ G RA U 3 5 0 G RA U 3 5 0 GRAU 350 24’ 10’R 15’R10’R50’R 24’ 2 0 0 4 / 2 0 3 0 A D T 1 - / 1 1 / 1 6 0 / 1 0 6 5 8 / 1 0 5 1 / 2 - Y 2 4 - N A R R O W R D 60’ 60’ 4 6 5 + 0 0 . 0 0 4 1 . 0 0 4 6 5 + 5 0 . 0 0 5 0 . 0 0 4 6 6 + 0 0 . 0 0 5 9 . 0 0 4 6 6 + 0 0 . 0 0 4 6 7 + 5 0 . 0 0 4 5 . 0 0 4 6 8 + 0 0 . 0 0 6 0 . 0 0 4 6 8 + 5 0 . 0 0 6 0 . 0 0 4 6 9 + 0 0 . 0 0 4 2 . 0 0 4 6 9 + 5 0 . 0 0 3 6 . 0 0 4 7 0 + 5 0 . 0 0 4 1 . 0 0 4 7 1 + 0 0 . 0 0 5 0 . 0 0 4 7 1 + 0 0 . 0 0 4 0 . 0 0 4 7 2 + 0 0 . 0 0 4 1 . 0 0 4 7 2 + 5 0 . 0 0 5 0 . 0 0 4 7 3 + 0 0 . 0 0 474+50.00 46.00474+00.00 56.00 475+00.00 47.00476+00.00 65.00476+50.00 66.00477+00.00 42.00 O U T S I D E C O N T R A C T O R O B L I T E R A T E D B Y W E T L A N D S 4 7 2 + 0 0 . 0 0 5 5 . 0 0 4 7 2 + 5 0 . 0 0 5 5 . 0 0 473+00.00 50.00473+50.00 58.00 4 6 9 + 5 0 . 0 0 473+00.00 50.00 4 6 6 + 9 5 . 0 0 4 6 7 + 4 1 . 0 0 5 5 . 0 0 , 7 3 . 0 0 5 5 . 0 0 , 7 2 . 0 0 4 6 8 + 3 0 . 0 0 4 6 7 + 8 0 . 0 0 R / W , 5 5 , 7 7 4 9 . 0 0 , 6 2 . 0 0 4 6 7 + 3 5 . 0 0 4 5 . 0 0 , 6 3 . 0 0 4 7 0 + 0 3 . 0 0 3 6 . 0 0 , 5 1 . 0 0 4 7 0 + 5 3 . 0 0 3 6 . 0 0 , 5 1 . 0 0 R \ W , 5 0 . 0 0 R \ W , 4 0 . 0 0 R \ W , 4 0 . 0 0 4 1.0 9 5 1.14P L P L 55.12PL 57.98PL 475+00.00 60.00 476+00.00 78.00 4 6 4 + 8 9 . 0 0 5 0 . 0 0 4 6 5 + 3 5 . 0 0 3 0 . 0 0 C C C C C C C C F F F F F F F F F F F F F FF F FCCCCCBST15" RCP 36" WW 1SBW 36" WW 3-SBW15" HDPE 15" HDPEBK W ALL BST 1SBKD G A T E M T L 5 - S B W 5-SBW 3 - S B W 3 6 " W W 3 - S B W 3 6 " W W 1- S B W 48" WW 1-SB W SR 1119 N A R R O N R O A D 12’ B ST SOIL 1SFD 4 8 " WW 1- S B W 5 3 1 5 3 2 5 3 3 534 8’ BST 8’ BSTBST S C R U B RCP18" G R G R 72" CHL 2 R A IL WD 2 R A IL W D 2 4 " C M P H W H W R E M O V E R I P R A P E X I S T . C L A S S ’ B ’ I 5 15 MIN. INT.C = 0.4DA = 8.6 ACn= 0.42s= 9.68% d= 1.0 ’V= 6.6 FPSQ5= 13.8 CFS477+00 -L- LTSta.= 475+00 TO PPLUG PPLUG NOT TO SCALE { F L O W AA 3 0 2 0 T O R O C K C R O S S V A N E D E T A I L BANKFULL BANKFULL W I D T H B A N K F U L L 1 / 3 W I D T H B A N K F U L L 1 / 3 W I D T H B A N K F U L L 1 / 3 B B D I R E C T I O N O F E N G I N E E R P O O L E X C A V A T E D P E R R O C K H E A D E R R O C K F O O T E R #57 STONE FILTER FABRIC L O W E R B A N K F U L L O R S L I G H T L Y E L E V A T I O N E Q U A L T O M I N I M U M O F A T A N K E Y I N V A N E T O B A N K FLOW{BACKFILL, TYP.ELEVATIONSEE PROFILE FORHEADER ROCK ,TYP.SIGNIFICANT SPACESNOT BE GAPPED OR HAVE ANYROCKS IN VANE ARM SHOULDFOOTER ROCK, TYP.OF THE FOOTER ROCKA MINIMUM OF 1/3 WIDTHSET HEADER ROCK BACK #57 STONE, TYP.SECTION A-AFILTER FABRIC, TYP.SECTION B-BROCKSFOOTERROCKSHEADERSIGNIFICANT SPACESNOT BE GAPPED OR HAVE ANYROCKS IN VANE ARM SHOULDBANKFULL ELEVATIONTIE VANE ARM INTO BEDFLOWBANKFULL{#57 STONETYP.BACKFILL,FILTER FABRIC H E I G H T L E N G T H W I D T H S T A T I O N P L A N V I E W P O O L CONSTRUCTION FOR ROCK CROSS VANEEXCAVATED TRENCH EXCAVATED POOLBED 4% TO 10% SLOPE 5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. DIRECTION OF THE ENGINEER.4. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE BETWEEN HEADERS AND FOOTERS.3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS2. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS. VANE ARM TIES INTO BANKFULL.1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERENOTES: B O U L D E R D I M E N S I O N S ( F T ) MINIMUM2’MINIMUM2’ - L - R T 4 6 8 + 8 6 1 ’ 2 ’ 2 ’ - L - R T 4 6 9 + 1 3 - L - R T 4 6 9 + 4 0 1 ’ 1 ’ 2 ’ 2 ’ 2 ’ 2 ’ 3 ’ C H A R T 2 0 0 . 5 = 1 . 0 C O V E R C O R R . C H A R T 2 0 0 . 4 = 1 . 0 S H A P E C O R R . = 1 4 C F S C H A R T 2 0 0 . 2 = Q 5 0 R U R A L R U N - O F F D A = 1 1 . 7 A C n = 0 . 0 4 s = 5 . 1 8 % d = 0 . 5 ’ V = 2 . 9 F P S Q 5 = 5 . 5 C F S 4 6 8 + 0 0 - L - R T S t a . = 4 6 5 + 5 0 T O Flatter 4:1 or S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1C U T D I T C H D E T A I L 3 F R O M S T A . 4 6 5 + 5 0 T O S T A . 4 6 6 + 0 0 - L - R T M i n . D = 1 . 0 F t . Natural Ground( Not to Scale)2:12:1D BFill SlopebLATERAL BASE DITCH 1"/Ft.FROM STA. 466+00 TO STA. 468+30 -L- RTb= 5 Ft.B= 3 Ft.Min. D= 1.5 Ft. B N a t u r a l N a t u r a l G r o u n d G r o u n d 2:1 2:1 D ( N o t t o S c a l e ) S T A N D A R D B A S E D I T C H B = 3 F t . M i n . D = 3 F t . F R O M S T A . 4 6 8 + 7 6 T O S T A . 4 6 9 + 5 0 - L - R T N a t u r a l G r o u n d ( N o t t o S c a l e ) 2:1 2:1 D B F i l l S l o p e b L A T E R A L B A S E D I T C H 1"/ F t . b = 5 F t . B = 4 F t . M i n . D = 1 . 5 F t . F R O M S T A . 4 7 5 + 0 0 T O S T A . 4 7 6 + 0 0 - L - R T ( N o t t o S c a l e ) L A T E R A L B A S E D I T C H N a t u r a l G r o u n d 2:1 D B b F i l l S l o p e d 2:1 1"/ F t . T y p e o f L i n e r = P S R M b = 5 F t . B = 4 F t . M a x . d = 1 F t . M i n . D = 1 . 5 F t . F R O M S T A . 4 7 6 + 0 0 T O S T A . 4 7 7 + 0 0 - L - R T F r o n t D i t c h S l o p e N a t u r a l G r o u n d 2:1 D Flatter 4:1 or d ( N o t t o S c a l e ) C U T D I T C H D E T A I L 8 T y p e o f L i n e r = P S R M F R O M S T A . 4 7 4 + 6 6 T O S T A . 4 7 7 + 0 0 - L - L T M a x . d = 1 F t . M i n . D = 1 F t . ( N o t t o S c a l e ) R I P R A P A T E M B A N K M E N T G r a d e D i t c h 2 ’ 3 ’ 0 F a b r i c F i l t e r F R O M S T A . 4 7 3 + 1 5 T O S T A . 4 7 3 + 4 1 - L - R T F i l t e r F a b r i c = 4 4 s y T y p e o f L i n e r = 4 0 T O N S , C L 1 R i p - R a p U S E N A T I V E S T O N E W H E R E A V A I L A B L E N O T E : N G N G 3 ’ 4 ’ 7 ’ T Y P I C A L C H A N N E L I N F O R M A T I O N B A C K F I L L E D W / C L . ’ I ’ R I P R A P E X I S T . S C O U R H O L E R E C E N T L Y S ECTI O N S E C T I O N 2GI-A D E T A I L 1 1 DETAIL 15 D E T A I L 1 2 D E T A I L 1 3 D E T A I L 1 8 + 6 0 . 0 0 5 5 . 0 0 7 8 S . Y. F . F . 3 8 TO N S C LA S S ’I’ RIP RA P S E E D E T A I L 1 5 3 ’ B A S E L A T E R A L D I T C H S E E D E T A I L 3 C U T D I T C H POSSIBLE EXIST. JB SEE DETAIL 184’ BASE LATERAL DITCH SEE DETAIL 11PSRM4’ BASE LATERAL DITCHSEE DETALPSRMCUT DITCH 1 4 S . Y . F . F . 5 T O N S C L A S S ’ B ’ R I P R A P SEE DETAIL 134’ BASE CUT DITCH 72" 24" 24" 2 4 " R \ W 4 2 - 4 4 2 - 1 4 2 - 3 42-6 42-542-7 E S T 3 T O N S 1 1 S . Y . F . F . C L A S S ’ B ’ R I P R A P EST. 327 CY DDE E S T . 3 1 2 C Y D D E E S T . 2 7 4 C Y D D E S E E D E T A I L 1 2 C L A S S ’ I ’ R I P R A P R I P R A P @ E M B A N K M E N T E S T . 1 7 4 C Y D D E C O N F LI C T B O X 4 2 - 2 o f s t r e a m c r o s s i n g . E n g i n e e r i n g , I n c . ) c a l l e d f o r c o n c r e t e t o b e p o u r e d a r o u n d s e w e r p i p e c a s i n g i n a r e a e n c o u n t e r e d a r o u n d e x i s t i n g s e w e r p i p e c a s i n g s i n c e a s - b u i l t p l a n s ( A d a m s - H e a t h s t e e l ) a n d b o t t o m o f p r o p o s e d R C P d r a i n p i p e . A l s o , n o t e t h a t c o n c r e t e m a y b e p l a n n e d s e p a r a t i o n o f o n l y 4 b e t w e e n t o p o f e x i s t i n g s e w e r p i p e s c a s i n g ( 1 8 d i a . , p r o p o s e d 7 2 d r a i n p i p e a n d e x i s t i n g 8 s e w e r p i p e ( S t a 4 6 7 + 6 9 / 4 0 L ) a s t h e r e i s a C o n t r a c t o r t o u s e e x t r e m e c a u t i o n w h e n d i g g i n g i n a r e a a r o u n d i n t e r s e c t i o n o f S02 22’48"W356.68’ S7239’18" W 154.00’ N0412’38"W192.00’ N0844’21"E 71.62’ N8557’19"W335.25’N3824’57"E 43.60’N4838’51"W198.08’S3758’42"W EIPS3758’42"W 44.27’ N05 42’01"E41.71’ N02 55’11"E123.17’ N1956’10"E 26.83’ N02 22’48"E493.19’N3824’17"E 127.16’40.00’EXISTING R/WEXISTING R/W262.72’ EIP-COR 7.77’ R/W-EIP D B 1 4 2 P G 8 0 4 D B 1 4 2 P G 1 6 5 D B 8 9 P G 5 7 1 D B 1 4 2 P G 4 0 5 D B 1 1 1 P G 4 9 8 D B 1 4 2 P G 8 0 4 D B 1 4 2 P G 1 6 5 D B 8 9 P G 5 7 1 D B 1 4 2 P G 4 0 5 D B 1 1 1 P G 4 9 8 A N D E L I Z A B E T H H . B R Y A N G E O R G E L . B R Y A N DB 63 PG 398DB 95 PG 623DB 228 PG 544DB 87 PG 352DB 179 PG 15JUANITA G. BRYANDELMER A. BRYAN AND 18 4 18 4 187239 D A N N Y D . L Y O N A N D B A R B A R A L Y O N D A N N Y D . L Y O N A N D B A R B A R A L Y O N D B 2 2 8 P G 3 0 4 R U D O L P H B R Y A N IR IS L A N G F O R D A N D R O B E R T B R Y A N E R IC B R Y A N A N D WA L T E R F . B R Y A N E L IZ A B E T H F O R T S O N A N D A N IT A B R Y A N 187 DB 63 PG 398DB 95 PG 623DB 228 PG 544DB 87 PG 352DB 179 PG 15JUANITA G. BRYANDELMER A. BRYAN AND19.90’+69.87 24.60’+62.57 18 4 4 7 1+ 13 .7 4 3 0 .0 0 4 7 1+ 13 .7 4 3 0 .0 0 4 7 1+ 9 0 .0 0 3 0 .0 0 4 7 2 + 6 5 .0 0 3 0 .0 0 473+13.7430.00 473+13.7430.00 4 7 1+ 9 0 .0 0 3 0 .0 0 4 7 2 + 6 5 .0 0 3 0 .0 0 N AD 83 28’ 35’REMOVE R E M O V E R E M O V E R E T A I N R E T A I N R E T A I N S E E D E T A I L 9 P S R M 2 ’ B A S E C U T D I T C H S E E D E T A I L 1 4 C L A S S ’ I ’ R I P R A P 4 ’ B A S E L A T E R A L D I T C H S E E D E T A I L 1 8 4 ’ B A S E L A T E R A L D I T C H S E E D E T A I L 1 1 PS R M 4 ’ B A S E L A T E R A L D I T C H HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:46 R:\R3101\Design\r3101_ddc_sheet43.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS43R-3101 MATCH LINE -L- STA. 489+00 SEE SHEET 44 MATCH LINE -L- STA. 477+00 SEE SHEET 42 F O R - L - P R O F I L E S E E S H E E T 6 6 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S 1 0 " W A T E R L I N E A P P R O X I M A T E 4" FORCE MAINAPPROXIMATA TOP=2887.93 T O P = 2 8 0 3 . 7 9 I N V = 2 7 9 7 . 7 2 I N V = 2 8 2 6 . 1 2 T O P = 2 8 3 4 . 4 2 F S S N O T IN M H F S S N O T IN M H TH-2 -BL- 72 480+99.57 PINC -BL-71 474+44.21 PINC 5+00.00 POT -BY33- 156 8+93.28 PINC 8+67.50 POT-BY34- 160US 21 30’ BST36" WW & CONC BST SR 1426 CHESTNUT GROVE CHURCH ROAD 25’ BSTSR 1120 MACEDONIA CHURCH ROAD 19’ BST48" W W 1SFDHOUSEPUMP BST B S T BSTSBSTDIRT PILEBSTGRSSSSHOUSEPUMP1SFDCONC9’ SOIL 1SFD CONCCONC 15" RCP15" RCP 48" WW 1SBW 36" WW 1SBW15" CMP4-BROAD WOOD FENCE 4-BROAD WOOD FENCE10’ GRROCK COLUMNSROCK COLUMNS 18" CMP8’ SOIL C O R R A L S E C T I O N S 3 6 " W W 1 S B W 3 6 " W W 2 4 " C M P 24" CMP B S T B S T B S T G R G R G R G R WELL BLK WALLS M T L TANK S M T L TANK S 1S MTL BUS 48" W W CONC 1S BKD CONC & FILLCAPSU/G TANKS1SF BUS AND GAS PUMPS MTL CANOPY S RIP RAP RIP RAP 15" HDPE S G R 3 0 " C M P RIP RAP R IP RAP 2 4 " C M P RIP R A P R I P R A P S R I P R A P R I P R A P 1S F B U S B S T P A B S T P A C O M M U N IT Y C H U R C H G R A C E 1 S F G R P A 3 0 " C M P B U S M T L 1 S F 15" HDPE 5 3 5 536 537 538 539 552 GATEMTL551549550548540541542543544 DECK S N3758’42"E 302.44’S3758’42"W N 5 4 4 5 ’ 1 6 " W 1 5 0 . 2 0 ’ S3804’12"W 72.60’S3804’12"W 188.01’ REBAR-COR 9.61’ R/W-REBAR REB A R N 5 4 4 5 ’ 2 4 " W 1 5 0 . 0 0 ’ S3811’40"W 197.80’ N 4 5 4 9 ’4 3 "W 15 6 .0 7 ’ S3751’00"W 163.08’ REBAR-COR 9.71’ R/W-REBAR REB A R N 6 6 14’ 3 6" E 13 5. 0 3’ N 5 8 0 7 ’ 12 "E 13 9. 4 3 ’ S2425’12"E 75.79’ S2425’13"E 45.23’ S 4 7 3 7 ’4 6 "E 14 1.11’ N 6 6 2 9’ 2 3" E 19 7. 8 0’ S 5 7 3 0 ’ 2 3 "W S07 27’23"W95.75’S7408’23"W 268.82’S07 05’31"W216.36’S06 33’26"WEIP FENCEPOSTS4348’39"W 96.91’ R/W-FLATIRON 102.47’ REBAR-FLATIRONFLATIRON REBARS1842’08"W 136.12’EIP N8032’12"W161.21’REBAR 40.00’50.00’EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W EXISTING R/W153.71’ FENCEPOST-EIP17.43’ R/W -FENCEPOST A N D S U E D . W A G O N E R G R A N V I L L E P A U L W A G O N E R D B 2 0 7 P G 5 6 1 A N D M I T Z I P . P R O F I T T B R A D Y S E T H P R O F I T T D B 2 1 8 P G 6 5 6 D B 2 0 5 P G 9 5 5 A N D L A R R Y D E A N B I L L I N G S W I L L I A M C H A R L E S B I L L I N G S R O B E R T W . J O N S O N M I C H A E L S . J O H N S O N A N D D E B R A P . J O H N S O N R O B E R T L . J O H N S O N A N D R U T H C . J O H N S O N BONNIE TEDDERFRED TEDDER ANDDB 117 PG 361DB 70 PG 211 V I C K I C . T H A D A N I G U L K . T H A D A N I A N D V I R G I N I A C O R P O R A T I O N A N D L . P . G A S , I N C . , A I N D E P E N D E N C E O I L L I S A A . E D W A R D S J O N M . E D W A R D S A N D A N D S U E D . W A G O N E R G R A N V I L L E P A U L W A G O N E R 1 8 9 1 9 0 1 9 1 1 9 2 1 9 3 194 2 4 3 2 4 4 245 246 247 F O X F I R E R E A L T Y , L . L . C . PHILENA DENNIS DB 226 PG 278 D B 1 7 8 P G 6 8 9 D B 2 4 5 P G 1 2 4 7 D B 1 7 4 P G 9 2 3 DB 66 PG 140 D B 1 3 5 P G 5 1 1 D B 2 5 3 P G 1 1 0 D B 2 4 1 P G 2 9 D B 1 7 8 P G 6 8 9 JOYCE M. ATWOOD LARRY T. ATWOOD AND ROBERT W. JONSON MICHAEL S. JOHNSON AND DEBRA P. JOHNSON ROBERT L. JOHNSON AND RUTH C. JOHNSON 19.15’ +69.17 19.39’ +25.78 480 485 - L - 10 -Y26-POT Sta. 13+21.41-Y27-POT Sta. 10+00.00 G R A U 3 5 0 24’ G R A U 3 5 0 300’ TAPER 31’ 60’ 60’ 4 8 0 + 0 0 . 0 0 5 1 . 0 0 4 7 9 + 0 0 . 0 0 4 7 . 0 0 4 8 0 + 0 0 . 0 0 3 2 . 0 0 4 8 0 + 5 0 . 0 0 4 3 . 0 0 4 8 1 + 0 0 . 0 0 3 2 . 0 0 4 8 5 + 5 0 . 0 0 4 3 . 0 0 4 8 4 + 0 0 . 0 0 4 7 . 0 0 4 8 2 + 5 0 . 0 0 4 5 . 0 0 489+00.00 75.00486+50.00 72.00486+00.00 69.00 485+50.00 59.00 4 8 5 + 0 0 . 0 0 6 6 . 0 0 4 8 4 + 5 0 . 0 0 6 8 . 0 0 4 8 3 + 5 0 . 0 0 6 4 . 0 0 4 8 3 + 0 0 . 0 0 6 6 . 0 0 4 8 2 + 0 0 . 0 0 6 6 . 0 0 486+50.00 55.00 4 7 7 + 0 0 . 0 0 4 2 . 0 0 4 7 7 + 5 0 . 0 0 4 7 . 0 0 4 7 8 + 0 0 . 0 0 4 7 8 + 5 0 . 0 0 487+50.00 48.00488+50.00 46.00 488+92.00 30.00 488+88.00 30.00 4 8 1 + 5 0 . 0 0 6 2 . 0 0 R \ W R \ W 3 6 . 3 3 P L 3 4 . 3 8 P L 4 7 8 + 5 0 . 0 0 5 7 . 0 0 4 8 1 + 1 5 . 0 0 R / W , 5 0 . 0 0 4 8 1 + 8 6 . 0 0 4 0 . 0 0 4 8 3 + 8 2 . 0 0 3 0 . 0 0 4 8 3 + 9 9 .0 0 3 7 .0 0 488+96.31 4 8 1 + 7 6 . 0 0 R / W , 3 0 . 0 0 4 8 5 + 2 5 . 0 0 3 7 . 0 0 487+40.00 37.00 37.00PUE C C C C C C C CC CCCCC F F F F F F F F F F C C TH-2 2 ’ B A S E C U T D IT C H C = 0 . 4 D A = 2 . 1 A C n = 0 . 0 6 5 s = 9 . 0 % d = 0 . 4 ’ V = 3 . 0 F P S Q 5 = 4 C F S 4 8 3 + 5 0 - L - R T S t a . = 4 8 1+ 0 0 T O 1 5 " C S P I 5 3 0 M I N . I N T . C = 0 . 4 D A = 7 . 6 A C n = 0 . 1 s = 9 . 2 % d = 0 . 6 ’ V = 2 . 7 F P S Q 5 = 9 . 0 C F S 4 8 0 + 0 0 - L - R T S t a . = 4 7 3 + 15 T O 4 3 - 1 G R A D E T O D R A I N ( N o t t o S c a l e ) L A T E R A L B A S E D I T C H N a t u r a l G r o u n d 2:1 D B b F i l l S l o p e d 2:1 1"/ F t . T y p e o f L i n e r = P S R M b = 5 F t . B = 4 F t . M a x . d = 1 F t . M i n . D = 1 . 5 F t . F R O M S T A . 4 7 7 + 0 0 T O S T A . 4 7 8 + 0 0 - L - R T N a t u r a l G r o u n d ( N o t t o S c a l e ) 2:1 2:1 D B F i l l S l o p e b L A T E R A L B A S E D I T C H 1" / F t . F R O M S T A . 4 7 8 + 0 0 T O S T A . 4 7 9 + 0 0 - L - R T b = 5 F t . B = 3 F t . M i n . D = 1 . 5 F t . ( N o t t o S c a l e ) L A T E R A L B A S E D I T C H N a t u r a l G r o u n d 2:1 D B b F i l l S l o p e d F a b r i c F i l t e r 2:1 1"/ F t . * W h e n B i s < 6 . 0 ’ F R O M S T A . 4 7 9 + 0 0 T O S T A . 4 8 0 + 0 0 - L - R T T y p e o f L i n e r = C L . ’ I ’ R i p - R a p b = 5 F t . B = 4 F t . M a x . d = 1 F t . M i n . D = 1 . 5 F t . S l o p e D i t c h F r o n t N a t u r a l G r o u n d d 2:1 B D ( N o t t o S c a l e ) S P E C I A L C U T B A S E D I T C H Flatter 4:1 or D E T A I L 9 T y p e o f L i n e r = P S R M F R O M S T A . 4 8 1 + 0 0 T O S T A . 4 8 3 + 5 0 - L - R T B = 2 F t . M a x . d = 1 F t . M i n . D = 1 F t . E S T 5 T O N S 1 4 S Y F F C L A S S ’ B ’ R I P R A P 2 G I - A D E T A I L 1 1 D E T A I L 1 4 H W 2 4 " 2 4 " 4 3 - 2 4 3 - 3 4 3 - 4 43-5 E S T . 1 2 9 C Y D D E E S T . 1 8 6 C Y D D E E S T . 1 6 9 C Y D D E D E T A I L 1 8 NAD 83 R E P LA C E R E M O V E & REM O VE W / 2 4 " RC P RETAIN O R REPLAC E STA. 500+00 -L- LTBEGIN SBG R E T A I N REMOVE RETAINREMOVE 1 6 S . Y . F . F . 5 T O N S C LA S S ’ B ’ R I P R A P 37 ’ 28’HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:46 R:\R3101\Design\r3101_ddc_sheet44.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS44R-3101 MATCH L IN E -L - STA . 4 8 9+ 0 0 SEE SHEET 4 3 MATCH LINE -L- STA. 501+00 SEE SHEET 45 F O R - L - P R O F I L E S E E S H E E T 6 7 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 2 6 - & - Y 2 7 - P R O F I L E S S E E S H E E T 7 3 19 6 Z TT TT8" 10 " WA T E R L IN E A P P R O X IMA T E 6 " F O R C E M A IN A P P R O X IM A T E 4" FORCE MAINAPPROXIMATE RELEASE ?AIR TOP=2889.33 R E L E A S E A IR T OP = 2 8 9 1.18 R E L E A S E A IR T O P =2 8 8 7 .9 3 UNABLE TO OBTAIN INV.TOP=2911.30TOP=2898.24 8"INV IN =2884.64INV OUT =2884.44 INV OUT =2883.22 T O P = 2 8 8 8. 7 6 INV IN =2884.11 INV IN =2883.26 INV IN =2894.84FSS NOT IN MH SS TO PUM P STATION FSS FROM PUM P STATION (D R O P INV=2 8 6 1.6 9 ) INV=2 8 5 6 .4 3 T OP =2 8 6 7 .3 0 - B L- 7 3 4 8 5 + 2 7.9 8 PI N C -BL- 74 491+81.75 PINC 8 + 9 3. 2 8 P IN C - B Y 3 3 - 15 7 10 + 9 3.6 1 P O T 5 + 0 0.0 0 P O T 8+67.50 POT B M 2 0 2 9 0 5. 8 0 18" CMP 18 "CMP D I INV =2 8 8 1.6 3 INV=2 8 8 1.7 3 INV= 2 8 8 3 .2 4 INV=2 8 8 7 .7 2 S C R U B MTL GATE 48" WW 48" WW 1SBW 15" CMP 48" W W 36" WW 4 8 " WW S R O C K W A L L GR B S T S OIL S T E P S R O C K GR 48" WW 1SBW 48" W W 1SBW 4 8 " WW 1S B W 1. 5 S F B U S 1S MA S O N D S 19’ BST B S T48" WW 1S B W 8’ SO IL G A T E MT L 3 6 " WW & 4 -S B W 48" W W 1S BW 1S F S SR 1426 CHEST N UT GR OVE CH URCH R OAD 25’ BST 5-SBW 4-BR O A D W O O D FE NCE S 548 545 5 4 6 5 4 7 5 5 3 5 5 5 5 5 6 5 5 4 18 " H D P E MTL 18"CMP 2 8 9 3. 3 4 2 8 9 3. 3 4 15" RCP BSTWALLBLKSSGRASS GRASSMTL GRATE LANDSCAPE AREA G R R I P R A P LANDSCAPE AREA 18 " CMP S 18" PLASTIC 24" CMP18" CM P 490 PCS ta . 491+ 18 .12 495 PTSta. 499+57.70500 10 -Y26- -Y27- - L- - L- P I S t a 4 9 5 + 5 0 . 3 6 D L = 8 3 9 . 5 8 ’ T = 4 3 2 . 2 3 ’ R = 1 , 4 3 2 . 3 9 ’ - L - P I S t a 1 0 + 5 9 . 2 7 D L = 1 1 5 . 2 3 ’ T = 5 9 . 2 7 ’ R = 1 9 9 . 2 9 ’ P I S t a 11+ 5 3 .8 6 D L = 13 1.0 0 ’ T = 8 4 .3 2 ’ R = 8 1.8 5 ’ - Y 2 6 - - Y 2 7 - 10 - Y 2 7 - P T S t a . 1 2 + 0 0 . 5 4 = - Y 2 7 - P C S t a . 1 0 + 6 9 . 5 4 - L - P O T S t a . 4 9 0 + 1 7 . 2 9 - Y 2 6 - P T S t a . 1 1 + 1 5 . 2 3 - Y 2 6 - P C S t a . 1 0 + 0 0 . 0 0 = - L - P O T S t a . 4 9 0 + 0 1 . 3 6 6 0 ’ 60’ 4 9 0 + 4 4 . 0 0 4 9 3 + 0 0 . 0 0 4 8 . 0 0 4 9 3 + 5 0 . 0 0 4 8 . 0 0 4 9 1 + 5 0 . 0 0 6 0 . 0 0 4 9 2 + 0 0 . 0 0 5 9 . 0 0 4 9 2 + 5 0 . 0 0 6 4 . 0 0 4 9 3 + 5 0 . 0 0 6 8 . 0 0 4 9 3 + 9 4 . 0 0 497+00.00 65.00497+00.00 55.00 498+00.00 47.00 4 9 4 + 2 0 . 0 0 4 9 6 + 4 0 . 0 0 4 9 6 + 4 0 . 0 0 2 4 . 4 6 2 6 . 2 2 4 8 9 + 2 0 . 0 0 500+00.00 47.00 4 9 1 + 0 0 . 0 0 3 0 . 0 0 3 1 . 1 0 2 8 . 8 5 4 9 0 + 9 2 . 0 0 3 0 . 0 0 - Y 2 6 - 1 0 + 6 2 . 0 0 - Y 2 6 - 1 1 + 0 0 . 0 0 - Y 2 7 - 1 0 + 8 0 . 0 0 - Y 2 7 - 1 1 + 5 0 . 0 0 4 9 4 + 8 8 . 0 0 4 9 5 + 3 8 . 0 0 7 2 . 0 0 4 9 5 + 9 6 . 0 0 5 2 . 6 0 , 6 9 . 0 0 5 3 . 4 8 , 6 1 . 0 0 500+37.00500+58.0056.00, 68.00 R \ W R \ W , 5 0 . 0 0 R \ W , 5 0 . 0 0 R \ W 63.07PL 5 4 . 4 4 P L 4 9 2 + 2 1 . 0 0 4 0 . 0 0 499+06.00 40.00499+76.00 40.00 500+94.00 4 9 0 + 7 8 .6 3 R/W , 3 7 .0 0 498+90.0037.00499+06.0053.00 4 8 9 + 0 7 . 8 8 52.00 R / W , 3 7 , 5 0 4 9 1 + 2 5 . 0 0 3 7 . 0 0 4 9 2 + 0 0 . 0 0 3 7 . 0 0 4 9 2 + 7 5 . 0 0 3 7 . 0 0 4 9 3 + 5 0 . 0 0 3 7 . 0 0 4 9 7 + 0 0 . 0 0 3 7 . 0 0 497+75.00 37.00498+40.0037.00 4 9 1 + 1 5 . 0 0 P U E 4 9 4 + 3 4 . 0 0 6 7 . 0 0 4 9 4 + 3 8 . 0 0 5 8 . 0 0 4 9 4 + 5 6 . 0 0 6 6 . 0 0 4 9 4 + 6 2 . 0 0 5 2 . 0 0 499+50.00 54.00499+59.00 52.00 4 1 . 0 0 4 0 . 0 0 P U E P U E P U E P U E PUE499+57.70 30.00 499+57.70 30.00 52’, 63’DI R 4 4 - 1 C = 0 . 5 D A = 3 . 7 A C n = 0 . 0 5 7 s = 1 . 8 8 % d = 1 . 2 ’ V = 2 . 3 F P S Q 5 = 7 . 8 C F S S t a . = 4 9 1 + 3 5 T O 4 9 3 + 0 0 - L - R T E XI S T P O N D S l o p e D i t c h F r o n t N a t u r a l G r o u n d D 2:1 ( N o t t o S c a l e ) D E T A I L 3 M i n . D = 1 F t . Flatter 4:1 or S P E C I A L C U T D I T C H R E M O V E S T A . 4 9 7 + 0 0 T O S T A . 4 9 8 + 5 0 - L - L T F R O M S T A . 4 9 0 + 5 0 T O S T A . 4 9 3 + 0 0 - L - R T SEE DETAIL 3SPECIAL CUT DITCH S E E D E T A I L 3 C U T D I T C H S P E C I A L R I S E R E X I S T 20:110:1 T r a f f i c F l o w O u t s i d e D i t c h 0.5’ Min.GIetc.C Proposed DitchL S = D i t c h S l o p e S ( Not to Scale)FALSE SUMP 2’1.0’ Max.DETAIL 19 30" 18 " 4 4 - 2 4 4 - 3 44-644-744-8 1 5 " 15" 18" EST. 7 SY FILTER FABRICEST. 2 TONS RIP RAPCLASS B RIP RAPDWY. DI 2 G I - B 2 G I - B 2GI-B 4 4 - 4 44-5 S 43 4 8’ 39"W 9 6. 91’ R/ W - F L A T I R O N 10 2. 47’ R E B A R - F L A T IR O N S0519’38"W 9.08’ R E BAR S05 28’21"W345.04’ N 8 2 0 6 ’ 5 6 " W 1 7 9 . 6 5 ’ N 7 2 2 7 ’ 5 0 " W 2 5 3 . 2 1’ N 3826’34"W 257.24’ N1841’39"E EI P 1052.74’ EIP-COR 1065.28’ R/W-COR R E B A R N 3745’59"W 63.82’ N 47 0 2’3 0 "W 10 6 .0 7 ’ REBAR R E B A R N 6 5 5 1’2 3 "W 14 8 .14 ’ N7613’08"W56.34’N05 21’56"E92.01’N00 53’05"EEIP 60.00’ EXISTING R/ W EXISTING R/ W 706.19’ EIP-COR18.84’ R/W -EIP R E L I G I O U S A S S O C I A T I O N O F W E S T E R N N O R T H C A R O L I N A , A U N I N C O R P O R A T E D E P I S C O P A L D I O C E S E AND JANE DOUGHTONRICHARD L. DOUGHTON G E L E N E E . J E N N I N G S A N D R E W M . J E N N I N G S A N D P B 9 P G 1 0 0 D B 1 7 9 P G 1 19 5 19 6 19 7 198199 D B 226 P G 278 D B 2 2 2 P G 6 5 3 DB 181 PG 483 J O Y C E M. A T W O O D L A R R Y T. A T W O O D A N D 37.19’ +28.42 20.26’+97.87 20.26’+62.55 DB 319 PG 1304 T W E N T Y F O U R S E V E N T Y O N E , L L C D B 3 1 1 P G 1 9 SUPERIOR PROPERTY INVESTMENTS, INC 19 6 z 200 DB 179 PG 121JERRY L. BILLINGS (D R O P INV=2 8 6 1.6 9 ) INV=2 8 5 6 .4 3 T OP =2 8 6 7 .3 0 INV=2883.22TOP=2888.76 G R A U 3 5 0 G RA U 3 5 0 GRAU 350 4 0 ’ R 2 6 ’ R 78’R 70’R 33 ’ 24’ 3 0 0 ’ T AP E R DISTURB SIGNDO NOT B E G I N EXPRESSWAY GUTTER STA. 497+00END EXPRESSWAY GUTTER STA. 499+00 2 0 0 4 / 2 0 3 0 A D T 6 / 1 2 1 / 3 4 / 8 6 0 / 1 0 6 7 1 / 1 2 7 - Y 2 7 - M A C E D O N I A C H U R C H R D 2 0 0 4 / 2 0 3 0 A D T 2 / 4 7 1 / 1 2 7 6 0 / 1 0 6 - Y 2 6 - C H E S T N U T G R O V E C H R D 1 0 / 2 0 1 2 / 2 5 C C C C C C C C C C CCCCCCC F F F F F FF FFNAD 83 28’ 28’REMOVE & REPLACE RE M O V E & RE P LA C E 7 S . Y . F . F . 2 TO N S C LA S S ’ B’ RI P R A P 3 0 " R C P B U RI ED 0 . 5 ’ R E M O V E & RE P LA C E R E M O V E & R E P LA C E S E E D E TA I L 16 S P E C I A L C U T B A S E D I T C H S T A . 5 0 5 + 0 0 - L- L T E N D S B G S E E D ETA I L 1 5 2 ’ LA TE R A L B A S E D I TC H 7 S . Y . F . F . 2 T O N S C L A S S ’ B ’ R I P R A P 2 1 S . Y. F . F . 8 T O N S C LA S S ’ B ’ R I P RA P 2 1 S . Y . F . F . 8 T O N S C LA S S ’ B ’ R I P R A P HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:46 R:\R3101\Design\r3101_ddc_sheet45.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS45R-3101 MATCH LINE -L- STA. 501+00 SEE SHEET 44 MATCH LINE -L- STA. 513+00 SEE SHEET 46 F O R - L - P R O F I L E S E E S H E E T 6 7 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D T H E R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F U N L E S S N O T E D O T H E R W I S E A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S A N D J A N E D O U G HT O N R IC HA R D L . D O U G HT O N 1 9 9 D B 18 1 P G 4 8 3 4 " F O R C E M A I N A P P R O X I M A T E 4" FORCE MAINAPPROXIMATE -BL- 75 497+55.44 PINC -BL-76 506+83.47 PINC IN V = 2 8 7 4 . 3 0 I N V = 2 8 7 6 . 7 3 IN V = 2 8 8 1. 9 7 IN V = 2 8 8 4 . 4 3 IN V = 2 9 1 2 . 8 5 IN V = 2 9 15 . 9 4 INV=2928.59 INV=2935.86 30" CMP H W R O C K H W R O C K 30"CM P 18"CM P 24"CM P 18" CONC WALLROCK12’ BST3-W OOD RAIL 48" WW 1SBW 48" W W 1SBW 4 8 " W W 1S B W 48" W W 1SBW U S 2 1 2 2 ’ B S T GATEMTL4-SBW 48" WW 4-SBW 48" WW 48" W W 1SBW 10’ SOILGRGR 10’ GR 4 8 " W W 1S B W 48" WW 1SBW 48" WW 1SBW 4 8 " W W 48" WW 1SBW B S W A L K R O C K 1. 5 S B L K D 48" CHL 4 8 " C H L 48" CHL BST S S 5 5 7 5 5 8 5 5 9 5 6 0 5 6 1 563562 48" W W & 1SB W 8’ GR15" RCP S M T L MTL S15 12’15"E242.28’ S23 10’05"E293.53’ S3007’13"E370.42’ E I P N 8 9 4 0 ’ 12 " W 19 2 . 6 0 ’ N4839’12"W 240.60’ N 8 9 5 0 ’ 3 0 " W 114 . 4 6 ’ S02 37’12"E 49.11’ E X IS T IN G R / W E X IS T IN G R / W S3742’24"W 1001.33’ N0604’37"E 452.10’ 70.00’ MARY JANE DOUGHTONRICHARD L. DOUGHTON AND 2 0 0 2 0 1 203204 2 0 2 DB 125 PG 742 D B 3 3 7 P G 9 9 2 D B 7 4 P G 5 0 4 D B 1 7 9 P G 1 2 1 J E R R Y L . B I L L I N G S & P A T R I C I A P O L L E Y M A R Y J A N E D O U G H T O N D B 4 5 P G 2 8 3 S 8 9 4 0 ’ 12 " E 3 6 6 . 0 0 ’ S 0237’13" E 109.00’ D B 3 3 5 P G 7 2 1 D B 4 5 P G 0 0 5 G O S P E L B R O A D C A S T I N G , I N C D A V I D P . & G A I L G . S I D E S D B 2 6 7 P G 9 6 8 R/W DB 131 PG 833 505 PCSta. 506+59.31 PTSta. 507+67.87 510 PCSta. 510+10.97 PI Sta 507+13.59D L = 108.56’T = 54.28’R = 7,639.44’ - L - - L - -L- - L - POT STA. 510+00.00END CONSTRUCTION END RESURFACING -L- STA. 510+30.0024’ 24’ G R A U 3 5 0 60’ 60’ 30’ 5 0 2 + 5 0 . 0 0 4 5 . 0 0 5 0 3 + 3 4 . 0 0 5 0 4 + 5 0 . 0 0 4 6 . 0 0 5 0 5 + 0 0 . 0 0 4 0 . 0 0 5 0 5 + 5 0 . 0 0 5 0 6 + 5 0 . 0 0 7 2 . 0 0 5 0 9 + 0 0 . 0 0 5 6 . 0 0 509+00.0048.00 510+00.00 5 0 7 + 0 0 . 0 0 7 9 . 0 0 5 0 8 + 0 0 . 0 0 5 6 . 0 0 5 0 8 + 5 0 . 0 0 5 3 . 0 0 5 0 6 + 0 0 . 0 0 4 2 . 0 0 5 0 2 + 0 0 . 0 0 4 8 . 0 0 5 0 1 + 0 0 . 0 0 510+11.00 30.00,21.91 5 0 1+ 17 . 0 0 5 0 1+ 6 1. 0 0 5 8 . 0 0 , 7 5 . 0 0 5 0 3 + 7 6 . 0 0 5 0 4 + 2 5 . 0 0 4 7 . 0 0 , 6 1 . 0 0 5 0 . 0 0 , 6 4 . 0 0 5 0 3 + 2 3 . 0 0 5 4 . 0 0 5 3 . 2 5 P L 7 8 . 8 9 4 0 . 8 2 4 4 . 0 0 P L P L R/W R/ W 5 0 4 + 5 3 . 0 9 5 0 3 + 9 0 . 0 0 5 2 . 0 0 5 0 5 + 6 5 . 0 0 4 0 . 0 0 5 0 7 + 7 0 . 0 0 4 0 . 0 0 4 0 . 0 0 5 0 6 + 1 0 . 0 0 5 0 8 + 7 0 . 0 0 R / W , 3 0 . 0 0 5 0 1 + 8 2 . 0 0 6 5 ’ , 7 5 ’ R / W , 4 0 ’ , 6 5 ’ , 7 5 ’ R / W , 4 0 ’ , 5 0 3 + 1 4 . 0 0 R / W , 4 0 ’ , 5 5 ’ R / W , 4 0 ’ , 5 5 ’ 5 0 7 + 6 7 . 8 7 5 0 6 + 5 9 . 3 1 3 0 . 0 0 3 0 . 0 0 5 0 1 + 0 0 . 0 0 6 5 ’ , 7 5 ’ R / W , 4 0 ’ , R / W , 5 2 . 0 0 5 0 4 + 5 2 . 6 4 3 0 . 0 0 5 0 8 + 4 5 . 0 0 4 9 . 5 0 F F F C C C C C C C C F F F F F FF RETAIN F S H W 30" CSP 1 5 " C S P T B 2 G I H W J B w / M H N a t u r a l G r o u n d 2:1 D B ( N o t t o S c a l e ) S l o p e F i l l S P E C I A L L A T E R A L B A S E D I T C H Flatter 2:1 or B = 2 F t . M i n . D = 1 F t . F R O M S T A . 5 0 3 + 2 7 T O S T A . 5 0 4 + 5 0 - L - R T I 5 = 4 . 7 C = 0 . 6 D A = 1. 0 A C n = 0 . 0 6 4 s = 8 . 18 % d = 0 . 4 ’ V = 2 . 7 F P S Q 5 = 2 . 8 C F S T O 5 0 6 + 0 0 - L - R T S t a . = 5 0 3 + 2 7 3 0 " C S P T B 2 G I N a t u r a l G r o u n d 2:1 D S l o p e D i t c h F r o n t B ( N o t t o S c a l e ) S P E C I A L C U T B A S E D I T C H Flatter 4:1 or B = 2 F t . M i n . D = 1 F t . F R O M S T A . 5 0 4 + 5 0 T O S T A . 5 0 6 + 0 0 - L - R T H E I G H T = 1 . 5 F T . M O D I F I E D F A L S E S U M P D E T A I L 1 5 D E T A I L 1 6 11 S.Y. F.F.3 TONSCLASS ’B’ RIP RAP 30" 15" 30" 24" 18" 50.00R\W+75.00 50.00R\W+95.00 4 5 - 1 4 5 - 2 4 5 - 3 4 5 - 4 4 5 - 5 4 5 - 6 4 5 - 7 4 5 - 8 4 5 - 9 EST. 7 S Y FILTER FABRIC EST. 2 TO N S RIP RAP C LA S S B RIP RAP 2 G I - B 4 5 - 1 0 45-11NAD 83 HYDRAULICSROADWAY DESIGN ENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 19-JUL-2013 12:46 R:\R3101\Design\r3101_ddc_sheet46.dgn $$$$USERNAME$$$$8/17/99 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS46R-3101 M ATCH LIN E -L- STA. 513+00 SEE SH EET 45 4" F O R C E M AI N A P P R O XI M A T E R E L E A S E AI R N O I N F O E O I T H- 1 -BL- 166 518+87.76 POT 12 + 9 2. 6 1 P O T - B L - G P S R 3 10 1- 19 5 11+ 3 9. 3 3 P IN C 18 "C M P I N V = 2 9 7 8 . 9 4 GR P AR KING GR P ARKING GR 5 - S BW 48" WW 1SBW 48" WW 1SBW 4 8 " W W 1 S B W US 21 34’ BST 15" CMP 15 " CMP 48" WW 1SBW 4- S B W M T L G A T E 6-SBW 5 6 4 5 6 5566 567 5 6 8 5 6 9 5 7 0 5 7 1 572573 SR 1121 PINE SWAMP ROAD 24’ BST 3 WO O D R A IL 3 -S B W 3 WO O D R A IL 3 -S B W 515 PTSta. 517+56.38 520 - L- P I S t a 5 1 4 + 2 1 . 4 1 D L = 7 4 5 . 4 0 ’ T = 4 1 0 . 4 4 ’ R = 7 1 6 . 2 0 ’ - L - END STATE PROJECT R-3101 -L- POT STA. 521+30.81 S5951’32"W S 12 14 ’5 4 "E 4 2 0 .7 6 ’ RE B AR E X IS T ING R / W E XIS T IN G R / W 434.25’ R/W-COR 0.63’ REBAR-R/W S5331’25"W 1092.77’ S3742’24"W 1001.33’ 70.00’ J A M E S A . P O O L E R A L P H B . P O O L E A N D D B 6 6 P G 5 0 4 D B 5 1 P G 1 5 9 D B 5 0 P G 5 8 2 0 5 2 0 6 2 0 7 208 W . B . P O O L E H E I R S B I L L Y H A W K S A N D C L I F F O R D H A W K S GRADY C. CRANFORD D B 2 0 2 P G 8 8 2 D B 1 7 9 P G 1 7 DB 272 PG 855 44.55’+23.36 37.00’ +97.42 42.82’+84.15 201 D B 74 P G 504 & P AT RICI A P OLL E Y M A R Y J A NE D O U G HT O N D B 45 P G 283 D B 335 P G 721 D B 45 P G 005 E O I T H- 1 NAD 83 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 18+0019+0020+0021+00 2 9 2 0 2 9 3 0 2 9 4 0 2 9 5 0 2 9 6 0 2 9 7 0 2 9 8 0 2 9 9 0 3 0 0 0 3 0 1 0 2920293029402950296029702980299030003010 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 2 7 + 0 0 2 8 + 0 0 2 9 + 0 0 30+0031+0032+0033+00 2 9 1 0 2 9 2 0 2 9 3 0 2 9 4 0 2 9 5 0 2 9 6 0 2 9 7 0 2 9 8 0 2 9 9 0 3 0 0 0 2910292029302940295029602970298029903000 - L - 47R3101 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_L_sheet47.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 4 - 2 2 9 7 4 . 3 2 1 . 0 1 5 0 0 2 9 6 8 . 6 4 3 . 6 3 2 9 6 8 . 5 2 3 . 0 5 0 1 . 9 1 8 " R C P 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 4 - 4 2 9 7 5 . 2 8 1 8 . 9 5 5 0 0 2 9 7 0 . 7 1 3 . 6 3 2 9 7 0 . 5 9 3 . 0 5 0 . 1 9 18" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 4-8 2975.58 13.98 5002973.2 3.632973.08 3.0 50 1.15 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 5 - 1 2 9 7 3 . 0 6 5 5 . 8 4 5 0 0 2 9 6 0 . 0 4 5 . 9 3 2 9 5 9 . 9 0 4 . 9 5 0 2 . 6 1 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A 2 9 7 1 . 5 7 1 1 . 0 5 5 0 0 2 9 7 0 . 0 9 3 . 6 3 2 9 6 9 . 9 7 3 . 0 5 0 0 . 2 3 D R A I N A G E S T R U C T U R E N O . 5 - 3 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA 2955.49 98.40 5002938.50 6.052938.40 5.0 50 2.84DRAINAGE STRUCTURE NO. 5-618" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA 2947.85 17.34 5002944.52 6.352944.34 5.25 50 2.99DRAINAGE STRUCTURE NO. 5-9 3 0 " R C P - L - S t a . 1 7 + 3 7 . 9 5 6 6 . 9 0 ’ R T N 9 6 8 8 5 3 . E 1 4 1 5 4 2 3 . B M - 1 E L E V A T I O N = 2 9 8 3 . 1 6 ’ 22+50 -L- RT 22+80 -L- RT ELEV. = 2961.00 ELEV. = 2958.88 7 .0 7 % PI =27+50.000 El = 2,956.90 PI =28+00.000 El = 2,950.22 PI =28+50.000 El = 2,943.04 PI =29+00.000 El = 2,939.00 ELEV. = 2963.35 27+00 -L- LT 29+23 -L- LT ELEV. = 2,937.46 (-) 12.90% (-) 13.36% (-) 14.3 6% (-) 8 .0 8 % (-) 6 .7 0 % 3 3 + 0 0 3 4 + 0 0 3 5 + 0 0 3 6 + 0 0 3 7 + 0 0 3 8 + 0 0 3 9 + 0 0 4 0 + 0 0 4 1 + 0 0 42+0043+0044+0045+00 2 8 6 0 2 8 7 0 2 8 8 0 2 8 9 0 2 9 0 0 2 9 1 0 2 9 2 0 2 9 3 0 2 9 4 0 2 9 5 0 2860287028802890290029102920293029402950 4 5 + 0 0 4 6 + 0 0 4 7 + 0 0 4 8 + 0 0 4 9 + 0 0 5 0 + 0 0 5 1 + 0 0 5 2 + 0 0 5 3 + 0 0 54+0055+0056+0057+00 2 8 0 0 2 8 1 0 2 8 2 0 2 8 3 0 2 8 4 0 2 8 5 0 2 8 6 0 2 8 7 0 2 8 8 0 2 8 9 0 2800281028202830284028502860287028802890 - L - 48R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet48.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A 2 9 0 2 . 1 5 1 2 . 2 2 5 0 0 2 9 0 0 . 3 6 3 . 6 3 2 9 0 0 . 2 4 3 . 0 5 0 1 . 0 4 D R A I N A G E S T R U C T U R E N O . 6 - 7 18" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 6-10 2884.44 12.39 5002882.87 5.452882.71 4.5 50 2.54 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A 2 8 3 9 . 4 2 3 2 . 1 7 5 0 0 2 8 3 5 . 3 9 7 . 8 7 2 8 3 5 . 2 3 6 . 5 5 0 3 . 8 9 D R A I N A G E S T R U C T U R E N O . 7 - 6 - L - S t a . 3 8 + 2 4 . 1 1 7 3 . 8 8 ’ L T N 9 7 0 9 3 5 . E 1 4 1 5 6 0 7 . B M - 2 E L E V A T I O N = 2 9 2 5 . 8 0 ’ 5 7 + 0 0 5 8 + 0 0 5 9 + 0 0 6 0 + 0 0 6 1 + 0 0 6 2 + 0 0 6 3 + 0 0 6 4 + 0 0 6 5 + 0 0 66+0067+0068+0069+00 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2 8 0 0 2 8 1 0 2 8 2 0 2 8 3 0 2 8 4 0 2 8 5 0 2760277027802790280028102820283028402850 6 9 + 0 0 7 0 + 0 0 7 1 + 0 0 7 2 + 0 0 7 3 + 0 0 7 4 + 0 0 7 5 + 0 0 7 6 + 0 0 7 7 + 0 0 78+0079+0080+0081+00 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2 8 0 0 2 8 1 0 2 8 2 0 2 8 3 0 2740275027602770278027902800281028202830 - L - 49R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet49.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A 2 8 1 9 . 5 7 1 2 . 7 0 1 0 0 2 8 1 8 . 8 7 1 0 . 2 9 2 8 1 8 . 4 5 8 . 5 5 0 5 . 5 7 D R A I N A G E S T R U C T U R E N O . 8 - 1 1 5 " C M P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A 2 8 3 1 . 0 0 1 2 . 7 2 5 0 0 2 8 2 7 . 0 4 3 . 6 3 2 8 2 6 . 9 1 3 . 0 5 0 0 . 2 9 D R A I N A G E S T R U C T U R E N O . 8 - 5 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A 2 7 8 8 . 6 9 6 . 2 0 1 0 0 2 7 8 8 . 5 5 5 . 3 8 2 7 8 8 . 4 0 4 . 4 5 5 0 2 . 2 8 D R A I N A G E S T R U C T U R E N O . 9 - 2 - L - S t a . 6 0 + 0 3 . 4 8 1 2 9 . 1 9 ’ R T N 9 7 2 7 2 5 . E 1 4 1 4 6 0 3 . B M - 3 E L E V A T I O N = 2 8 0 6 . 2 4 ’ 2,790.34 P I = 7 0 + 5 0 . 0 0 E L = 2 , 7 9 0 . 5 6 ’ ( + ) 0 . 1 4 3 3 % (- )0 .3 0 0 0 % V C = 1 4 0 ’ P I = 7 2 + 3 5 . 0 0 E L = 2 , 7 9 0 . 0 0 ’ ( - ) 0 .3 0 0 0 % ( + ) 0 . 0 4 1 5 % 2,790.11 V C = 6 0 ’ ELEV. = 2,778.82 71+55 -L- RT 72+00 -L- RT 72+30 -L- RT ELEV. = 2,779.90 ELEV. = 2,780.62 2 . 4 0 % 2 . 4 0 % 8 1 + 0 0 8 2 + 0 0 8 3 + 0 0 8 4 + 0 0 8 5 + 0 0 8 6 + 0 0 8 7 + 0 0 8 8 + 0 0 8 9 + 0 0 90+0091+0092+0093+00 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2 8 0 0 2 8 1 0 2 8 2 0 2730274027502760277027802790280028102820 9 3 + 0 0 9 4 + 0 0 9 5 + 0 0 9 6 + 0 0 9 7 + 0 0 9 8 + 0 0 9 9 + 0 0 1 0 0 + 0 0 1 0 1 + 0 0 102+00103+00104+00105+00 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2 8 0 0 2 8 1 0 2720273027402750276027702780279028002810 - L - 50R3101 2 4 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet50.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 0 - 3 2 8 7 4 . 0 2 2 0 . 1 5 5 0 0 2 7 8 2 . 8 5 1 0 . 8 9 2 7 8 2 . 6 5 9 . 0 5 0 6 . 0 7 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 0 - 4 2 7 7 3 . 0 6 9 . 8 6 5 0 0 2 7 7 2 . 1 4 5 . 0 8 2 7 7 1 . 9 9 4 . 2 5 0 2 . 1 5 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 0 - 5 2 7 7 6 . 7 6 2 5 . 0 8 5 0 0 2 7 7 4 . 8 1 1 . 8 0 2 7 7 4 . 5 8 9 . 7 5 5 0 6 . 7 8 18" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 10-7 2773.03 11.80 5002771.34 3.632771.22 3.0 50 1.19 D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 1 - 3 2 7 5 7 . 6 3 2 1 5 . 2 6 5 0 0 2 7 5 5 . 2 2 1 1 9 . 7 9 2 7 5 4 . 7 2 9 9 5 0 1 1 8 5 4 " C C F R P M - L - S t a . 8 1 + 0 2 . 6 0 9 9 . 5 3 ’ R T N 9 7 3 8 8 2 . E 1 4 1 2 8 4 7 . B M - 4 E L E V A T I O N = 2 8 1 5 . 7 8 ’ 102+50 -L- RT 103+00 -L- RT 85+50 -L- RT ELEV. = 2758.43 ELEV. = 2758.39 ELEV. = 2771.51 0.08%0.08%0.08% 84+50 -L- RT ELEV. = 2773.67 86+50 -L- RT ELEV. = 2772.50 ELEV. = 2771.31 ELEV. = 2772.53 86+00 -L- RT 85+00 -L- RT 2 .2 8 % 2 .0 4 % 0 . 4 0 % 2 . 3 8 % 102+00 -L- RT ELEV. = 2758.47 103+50 -L- RT ELEV. = 2758.35 1 0 5 + 0 0 1 0 6 + 0 0 1 0 7 + 0 0 1 0 8 + 0 0 1 0 9 + 0 0 1 1 0 + 0 0 1 1 1 + 0 0 1 1 2 + 0 0 1 1 3 + 0 0 114+00115+00116+00117+00 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2700271027202730274027502760277027802790 1 1 7 + 0 0 1 1 8 + 0 0 1 1 9 + 0 0 1 2 0 + 0 0 1 2 1 + 0 0 1 2 2 + 0 0 1 2 3 + 0 0 1 2 4 + 0 0 1 2 5 + 0 0 126+00127+00128+00129+00 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2690270027102720273027402750276027702780 - L - 51R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet51.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 2 - 2 2 7 5 6 . 9 2 6 . 2 7 5 0 0 2 7 5 6 . 9 2 3 . 6 3 2 7 5 6 . 3 6 3 . 0 5 0 1 . 3 5 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 2 - 3 2 7 5 2 . 1 9 9 . 3 8 5 0 0 2 7 5 2 . 0 2 3 . 6 3 2 7 5 1 . 9 1 3 . 0 5 0 0 . 8 9 3 0 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = FT= CFS= YRS= FT= CFS= FT= CFS= YRS= AC P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 2 - 6 2750.03 29.57 1002749.56 24.202749.23 20.0 50 29.02 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 3 - 3 2 7 4 3 . 7 4 1 3 . 8 1 1 0 0 2 7 4 3 . 7 4 1 3 . 6 7 2 7 4 3 . 4 8 1 1 . 3 5 0 1 0 . 8 8 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 3 - 6 2 7 4 2 . 3 1 4 . 0 8 5 0 0 2 7 4 0 . 7 3 8 . 5 9 2 7 4 0 . 4 4 7 . 1 5 0 4 . 2 8 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 3 - 8 2 7 3 6 . 5 6 1 3 . 2 6 5 0 0 2 7 3 4 . 9 7 7 . 2 6 2 7 3 4 . 7 6 6 . 0 5 0 3 . 4 3 - L - S t a . 1 0 8 + 1 5 . 1 2 1 8 8 . 7 1 ’ R T N 9 7 5 8 9 2 . E 1 4 1 1 1 6 9 . B M - 5 E L E V A T I O N = 2 7 6 7 . 4 9 ’ -L- Sta. 128+85.79 154.57’ LTN 977041. E 1409370.BM-6 ELEVATION = 2718.54’ 107+50 -L- RT 108+00 -L- RT 108+50 -L- RT 109+00 -L- RT 112+50 -L- RT ELEV. = 2753.24 ELEV. = 2752.24 ELEV. = 2751.24 ELEV. = 2750.24 ELEV. = 2747.90 0 . 8 6 % 14 .6 0% 2 .0 0 % 2 .0 0 % 2 .0 0 % ELEV. = 2754.70 107+40 -L- RT ELEV. = 2750.67 109+50 -L- RT 112+20 -L- RT ELEV. = 2748.70 112+84 -L- RT ELEV. = 2747.00 2 .6 7 % 2 .6 5 % 1 2 9 + 0 0 1 3 0 + 0 0 1 3 1 + 0 0 1 3 2 + 0 0 1 3 3 + 0 0 1 3 4 + 0 0 1 3 5 + 0 0 1 3 6 + 0 0 1 3 7 + 0 0 138+00139+00140+00141+00 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2670268026902700271027202730274027502760 1 4 1 + 0 0 1 4 2 + 0 0 1 4 3 + 0 0 1 4 4 + 0 0 1 4 5 + 0 0 1 4 6 + 0 0 1 4 7 + 0 0 1 4 8 + 0 0 1 4 9 + 0 0 150+00151+00152+00153+00 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2670268026902700271027202730274027502760 - L - 52R3101 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet52.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 4 - 1 2 7 1 6 . 0 9 3 5 . 6 4 5 0 0 2 7 1 4 . 2 4 1 4 . 5 2 2 7 1 4 . 0 3 1 2 . 0 5 0 9 . 3 8 2 7 2 2 . 8 6 1 2 . 0 8 1 0 0 2 7 2 2 . 2 1 1 . 5 0 2 7 2 2 . 1 9 9 . 5 5 0 6 . 4 5 3 0 " R C P 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 4 - 4 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 4 - 6 2 7 0 8 . 5 8 1 1 . 4 6 5 0 0 2 7 0 6 . 9 8 3 . 6 3 2 7 0 6 . 8 7 3 . 9 5 0 1 . 9 9 42" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 14-9 2709.24 49.61 1002709.24 49.612708.84 41.0 50 14.91 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 5 - 2 2 7 0 6 . 4 1 1 4 . 6 4 5 0 0 2 7 0 3 . 7 5 3 . 6 3 2 7 0 3 . 6 3 3 . 0 5 0 0 . 7 5 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 5 - 5 2 7 0 2 . 4 6 6 . 1 4 1 0 0 2 7 0 2 . 3 3 5 . 3 8 2 7 0 2 . 1 8 4 . 4 5 5 0 2 . 2 6 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 5 - 7 2709.19 38.84 5002705.00 13.612704.74 11.25 50 8.6524" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 15-14 2719.76 17.80 5002718.5 6.662718.41 5.50 50 3.10-L- Sta. 152+25.62 105.75’ LTN 978983. E 1408364.BM-7 ELEVATION = 2694.14’ 1 5 3 + 0 0 1 5 4 + 0 0 1 5 5 + 0 0 1 5 6 + 0 0 1 5 7 + 0 0 1 5 8 + 0 0 1 5 9 + 0 0 1 6 0 + 0 0 1 6 1 + 0 0 162+00163+00164+00165+00 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2660267026802690270027102720273027402750 1 6 5 + 0 0 1 6 6 + 0 0 1 6 7 + 0 0 1 6 8 + 0 0 1 6 9 + 0 0 1 7 0 + 0 0 1 7 1 + 0 0 1 7 2 + 0 0 1 7 3 + 0 0 174+00175+00176+00177+00 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2640265026602670268026902700271027202730 - L - 53R3101 24" RCPDO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet53.dgn $$$$USERNAME$$$$ DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 16-3 3 0 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 7 - 1 2713.29 29.55 5002710.13 9.82709.94 8.1 50 5.1 2684.22 46.92 5002680.08 6.172679.98 5.10 50 2.9018" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 17-4 2973.06 55.84 5002960.04 5.932959.90 4.9 50 2.61 161+50 -L- RT ELEV. = 2690.0222.16% 161+20 -L- RT ELEV. = 2685.89 162+00 -L- RT ELEV. = 2701.10 13.77 % 1 7 7 + 0 0 1 7 8 + 0 0 1 7 9 + 0 0 1 8 0 + 0 0 1 8 1 + 0 0 1 8 2 + 0 0 1 8 3 + 0 0 1 8 4 + 0 0 1 8 5 + 0 0 186+00187+00188+00189+00 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2640265026602670268026902700271027202730 1 8 9 + 0 0 1 9 0 + 0 0 1 9 1 + 0 0 1 9 2 + 0 0 1 9 3 + 0 0 1 9 4 + 0 0 1 9 5 + 0 0 1 9 6 + 0 0 1 9 7 + 0 0 198+00199+00200+00201+00 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2670268026902700271027202730274027502760 - L - 54R3101 2 4 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet54.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 8 - 1 2 6 8 0 . 4 8 2 5 . 7 3 5 0 0 2 6 7 7 . 6 2 5 . 0 8 2 6 7 7 . 4 9 4 . 2 5 0 2 . 0 4 18" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 18-9 2691.43 6.63 5002691.09 4.602690.95 3.8 50 1.77 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 9 - 2 2 6 9 9 . 0 5 1 8 . 5 5 1 0 0 2 6 9 8 . 5 1 4 . 2 8 2 6 9 8 . 2 2 1 1 . 8 5 0 8 . 9 6 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 9 - 5 2 7 1 5 . 7 7 1 1 . 3 5 5 0 0 2 7 1 4 . 9 4 7 . 8 7 2 7 1 4 . 6 9 6 . 5 5 0 3 . 8 8 24" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 19-7 2731.69 26.79 5002729.02 8.472728.85 7.0 50 4.16 - L - S t a . 1 8 1 + 5 4 . 3 6 1 3 3 . 5 3 ’ R T N 9 8 1 9 5 7 . E 1 4 0 8 3 3 5 . B M - 8 E L E V A T I O N = 2 6 7 5 . 9 5 ’ 2 0 1 + 0 0 2 0 2 + 0 0 2 0 3 + 0 0 2 0 4 + 0 0 2 0 5 + 0 0 2 0 6 + 0 0 2 0 7 + 0 0 2 0 8 + 0 0 2 0 9 + 0 0 210+00211+00212+00213+00 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2 8 0 0 2 8 1 0 2 8 2 0 2730274027502760277027802790280028102820 2 1 3 + 0 0 2 1 4 + 0 0 2 1 5 + 0 0 2 1 6 + 0 0 2 1 7 + 0 0 2 1 8 + 0 0 2 1 9 + 0 0 2 2 0 + 0 0 2 2 1 + 0 0 222+00223+00224+00225+00 2 7 9 0 2 8 0 0 2 8 1 0 2 8 2 0 2 8 3 0 2 8 4 0 2 8 5 0 2 8 6 0 2 8 7 0 2 8 8 0 2790280028102820283028402850286028702880 - L - 55R3101 D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 0 - 5 2 7 8 0 . 8 7 1 5 . 0 7 1 0 0 2 7 8 0 . 5 3 1 2 . 0 4 2 7 8 0 . 3 0 9 . 9 5 5 0 7 . 4 2 3 0 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet55.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 0 - 2 2 7 5 4 . 7 4 4 4 . 4 5 5 0 0 2 7 4 9 . 6 6 1 3 . 6 1 2 7 4 9 . 4 6 1 1 . 2 5 5 0 8 . 2 0 2 4 " R C P 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = FT= CFS= YRS= FT= CFS= FT= CFS= YRS= AC P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 0 - 7 2787.52 15.07 1002787.32 12.042786.93 9.95 50 7.42 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 1 - 2 2 8 2 0 . 1 6 4 5 . 9 8 5 0 0 2 8 1 1 . 6 2 8 . 5 9 2 8 1 1 . 4 5 7 . 1 5 0 4 . 3 7 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 1 - 4 2 8 3 4 . 2 7 4 1 . 8 5 5 0 0 2 8 3 1 . 2 7 1 0 . 2 9 2 8 3 1 . 1 0 8 . 5 5 0 4 . 8 7 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 21-5 2846.81 25.74 5002844.33 8.232844.16 6.8 50 3.7724" RCP - L - S t a . 2 1 6 + 4 8 . 5 5 1 5 3 . 8 4 ’ R T N 9 8 5 0 9 2 . E 1 4 0 6 8 6 5 . B M - 9 E L E V A T I O N = 2 8 3 3 . 1 8 ’ 205+50 -L- RT 206+00 -L- RT 214+50 -L- RT 215+00 -L- RT 215+50 -L- RT 219+50 -L- RT ELEV. = 2756.54 ELEV. = 2760.59 ELEV. = 2812.32 ELEV. = 2810.40 ELEV. = 2811.85 ELEV. = 2831.22 8. 0 0 % 8. 0 0 % 2 . 9 0 % 14.40 % 8. 6 0 % 12.70% 3 .8 4 % 1.7 8 % 205+00 -L- RT ELEV. = 2752.54 208+07 -L- RT ELEV. = 2776.38 208+50 -L- RT ELEV. = 2782.24 13.63 % 214+00 -L- RT ELEV. = 2818.67 216+00 -L- RT ELEV. = 2819.05 219+00 -L- RT ELEV. = 2832.11 220+00 -L- RT ELEV. = 2835.52 207+00 -L- RT ELEV. = 2,769.66 12.26 % 10.5 8 % 206+62 -L- RT ELEV. = 2,765.00 207+50 -L- RT ELEV. = 2,774.95 2 2 5 + 0 0 2 2 6 + 0 0 2 2 7 + 0 0 2 2 8 + 0 0 2 2 9 + 0 0 2 3 0 + 0 0 2 3 1 + 0 0 2 3 2 + 0 0 2 3 3 + 0 0 234+00235+00236+00237+00 2 7 7 0 2 7 8 0 2 7 9 0 2 8 0 0 2 8 1 0 2 8 2 0 2 8 3 0 2 8 4 0 2 8 5 0 2 8 6 0 2770278027902800281028202830284028502860 2 3 7 + 0 0 2 3 8 + 0 0 2 3 9 + 0 0 2 4 0 + 0 0 2 4 1 + 0 0 2 4 2 + 0 0 2 4 3 + 0 0 2 4 4 + 0 0 2 4 5 + 0 0 246+00247+00248+00249+00 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2700271027202730274027502760277027802790 - L - 56R3101 24" RCPDO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet56.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 22-4 2809.63 14.84 1002809.45 13.312809.20 11.0 50 8.1315" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 22-5 2796.66 4.85 1002796.38 3.632796.24 3.0 50 0.40 1 5 " R C P 3 0 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 3 - 2 2 7 7 6 . 6 8 4 . 5 8 1 0 0 2 7 7 6 . 4 7 3 . 6 3 2 7 7 6 . 3 4 3 . 0 5 0 0 . 9 7 D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 3 - 3 2 7 6 7 . 6 1 4 8 . 2 4 5 0 0 2 7 6 4 . 5 8 2 1 . 7 8 2 7 6 4 . 2 9 1 8 . 0 5 0 1 4 . 9 5 - L - S t a . 2 4 4 + 3 4 . 2 8 1 7 1 . 4 4 ’ R T N 9 8 7 3 9 0 . E 1 4 0 5 2 4 4 . B M - 1 0 E L E V A T I O N = 2 7 6 8 . 0 0 ’ 239+50 -L- RT 239+60 -L- RT 240+00 -L- RT 240+50 -L- RT ELEV. = 2764.00 ELEV. = 2762.17 ELEV. = 2763.99 ELEV. = 2762.78 4 . 5 5 % 23.95% 18.30% 2 .4 2 % 3 .8 2 % 239+10 -L- RT ELEV. = 2773.58 241+00 -L- RT ELEV. = 2760.87 2 4 9 + 0 0 2 5 0 + 0 0 2 5 1 + 0 0 2 5 2 + 0 0 2 5 3 + 0 0 2 5 4 + 0 0 2 5 5 + 0 0 2 5 6 + 0 0 2 5 7 + 0 0 258+00259+00260+00261+00 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2640265026602670268026902700271027202730 2 6 1 + 0 0 2 6 2 + 0 0 2 6 3 + 0 0 2 6 4 + 0 0 2 6 5 + 0 0 2 6 6 + 0 0 2 6 7 + 0 0 2 6 8 + 0 0 2 6 9 + 0 0 270+00271+00272+00273+00 2 6 3 0 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2630264026502660267026802690270027102720 - L - 57R3101 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet57.dgn $$$$USERNAME$$$$ -L- Sta. 259+32.92 179.62’ LTN 988012. E 1403873.BM-11 ELEVATION = 2667.61’ 2 7 3 + 0 0 2 7 4 + 0 0 2 7 5 + 0 0 2 7 6 + 0 0 2 7 7 + 0 0 2 7 8 + 0 0 2 7 9 + 0 0 2 8 0 + 0 0 2 8 1 + 0 0 282+00283+00284+00285+00 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2660267026802690270027102720273027402750 2 8 5 + 0 0 2 8 6 + 0 0 2 8 7 + 0 0 2 8 8 + 0 0 2 8 9 + 0 0 2 9 0 + 0 0 2 9 1 + 0 0 2 9 2 + 0 0 2 9 3 + 0 0 294+00295+00296+00297+00 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2690270027102720273027402750276027702780 - L - 58R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet58.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 6 - 2 2 6 8 5 . 2 4 1 0 . 7 5 5 0 0 2 6 8 4 . 3 5 6 . 6 6 2 6 8 4 . 1 5 5 . 5 5 0 3 . 0 8 3 6 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 6 - 4 2 6 9 6 . 1 8 6 2 . 0 2 5 0 0 2 6 9 4 . 7 6 4 4 . 7 7 2 6 9 4 . 1 9 3 7 . 0 5 0 3 7 . 9 8 18" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 26-7 2715.28 17.09 5002711.62 3.632711.50 3.0 50 1.57 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 7 - 2 2 7 2 9 . 1 6 1 3 . 5 0 1 0 0 2 7 2 8 . 7 4 9 . 5 6 2 7 2 8 . 5 1 7 . 9 5 0 5 . 0 1 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 7 - 5 2 7 3 8 . 2 8 2 8 . 4 3 1 0 0 2 7 3 6 . 9 1 2 1 . 7 8 2 7 3 6 . 3 2 1 8 . 0 5 0 1 8 . 0 6 18" RCP D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 27-7 2754.51 6.26 1002754.43 5.812754.27 4.8 50 2.7 - L - S t a . 2 9 0 + 5 2 . 2 9 9 2 . 5 7 ’ L T N 9 9 0 2 7 2 . E 1 4 0 1 7 5 2 . B M - 1 2 E L E V A T I O N = 2 7 2 6 . 3 6 ’ 291+50 -L- RT ELEV. = 2735.50 14.06 % 291+35 -L- RT ELEV. = 2734.50 291+50 -L- RT ELEV. = 2742.53 6. 6 7 % 2 9 7 + 0 0 2 9 8 + 0 0 2 9 9 + 0 0 3 0 0 + 0 0 3 0 1 + 0 0 3 0 2 + 0 0 3 0 3 + 0 0 3 0 4 + 0 0 3 0 5 + 0 0 306+00307+00308+00309+00 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2 8 0 0 2 8 1 0 2720273027402750276027702780279028002810 3 0 9 + 0 0 3 1 0 + 0 0 3 1 1 + 0 0 3 1 2 + 0 0 3 1 3 + 0 0 3 1 4 + 0 0 3 1 5 + 0 0 3 1 6 + 0 0 3 1 7 + 0 0 318+00319+00320+00321+00 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2 8 0 0 2710272027302740275027602770278027902800 - L - 59R3101 3 0 " C M P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet59.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 8 - 4 2 7 6 0 . 8 3 3 0 . 4 2 1 0 0 2 7 6 0 . 3 8 2 5 . 4 1 2 7 6 0 . 0 3 2 1 . 0 5 0 1 9 . 0 6 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 9 - 2 2 7 7 8 . 4 6 1 2 . 4 8 5 0 0 2 7 7 6 . 4 3 3 . 6 3 2 7 7 6 . 3 2 3 . 0 5 0 1 . 4 8 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 9 - 4 2 7 5 5 . 2 3 1 4 . 1 3 5 0 0 2 7 5 3 . 9 6 9 . 9 8 2 7 5 3 . 5 7 8 . 2 5 5 0 5 . 7 7 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 9 - 5 2749.25 15.13 1002749.25 15.132748.96 12.5 50 9.84 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 8 - 6 2 7 6 9 . 5 8 1 4 . 1 1 5 0 0 2 7 6 9 . 0 8 9 . 5 6 2 7 6 8 . 9 0 7 . 9 5 0 7 . 0 3 - L - S t a . 3 1 1 + 5 4 . 0 9 1 3 6 . 5 4 ’ L T N 9 9 1 4 5 4 . E 1 4 0 0 0 0 4 . B M - 1 3 E L E V A T I O N = 2 7 6 7 . 3 5 ’ 3 2 1 + 0 0 3 2 2 + 0 0 3 2 3 + 0 0 3 2 4 + 0 0 3 2 5 + 0 0 3 2 6 + 0 0 3 2 7 + 0 0 3 2 8 + 0 0 3 2 9 + 0 0 330+00331+00332+00333+00 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2670268026902700271027202730274027502760 3 3 3 + 0 0 3 3 4 + 0 0 3 3 5 + 0 0 3 3 6 + 0 0 3 3 7 + 0 0 3 3 8 + 0 0 3 3 9 + 0 0 3 4 0 + 0 0 3 4 1 + 0 0 342+00343+00344+00345+00 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2640265026602670268026902700271027202730 - L - 60R3101 3 0 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet60.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 0 - 2 2 7 3 2 . 9 8 3 4 . 9 5 5 0 0 2 7 3 0 . 2 7 4 . 2 4 2 7 3 0 . 1 8 3 . 5 5 0 1 . 7 1 3 0 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 0 - 4 2 9 7 3 . 0 6 5 5 . 8 4 5 0 0 2 9 6 0 . 0 4 5 . 9 3 2 9 5 9 . 9 0 4 . 9 5 0 2 . 6 1 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 0 - 7 2 7 1 5 . 1 7 1 1 . 6 7 5 0 0 2 7 1 3 . 7 6 5 . 0 8 2 7 1 3 . 6 1 4 . 2 5 0 3 . 1 2 42" RCPDRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 30-9 2701.32 103.61 5002697.13 35.092696.83 29.0 50 27.12 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 1 - 2 2 6 9 4 . 8 1 1 3 . 2 8 1 0 0 2 6 9 4 . 6 8 1 2 . 1 2 6 9 4 . 4 6 1 0 . 0 5 0 7 . 1 0 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 1 - 4 2 6 9 0 . 5 9 1 1 . 5 1 5 0 0 2 6 8 8 . 9 8 3 . 6 3 2 6 8 8 . 9 6 3 . 0 5 0 0 . 3 5 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 1 - 7 2 6 8 6 . 8 9 1 0 . 9 0 1 0 0 2 6 8 6 . 3 1 8 . 4 7 2 6 8 6 . 0 2 7 . 0 5 0 4 . 4 3 36" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 31-9 2764.28 57.04 5002763.24 43.562762.76 36.0 50 35.45 - L - S t a . 3 4 0 + 4 4 . 2 4 1 1 6 . 2 0 ’ L T N 9 9 3 5 2 0 . E 1 3 9 8 0 8 2 . B M - 1 4 E L E V A T I O N = 2 6 7 5 . 1 9 ’ 322+00 -L- RT 332+00 -L- RT 332+50 -L- RT 333+00 -L- RT 335+00 -L- RT 344+00 -L- RT 344+50 -L- RT ELEV. = 2732.88 ELEV. = 2699.41 ELEV. = 2695.81 ELEV. = 2696.71 ELEV. = 2692.31 ELEV. = 2673.51 ELEV. = 2672.221.80%1.80%0.14% 4 .9 8 % 2 .9 6 % 7.54%7.20% 5 .6 2 % 5 .6 0 % 3.51%2.59% 321+50 -L- RT ELEV. = 2735.37 322+50 -L- RT ELEV. = 2731.40 331+50 -L- RT ELEV. = 2703.18 333+00 -L- RT ELEV. = 2697.61 334+50 -L- RT ELEV. = 2695.12 335+20 -L- RT ELEV. = 2691.19 ELEV. = 2675.27 343+50 -L- RT ELEV. = 2672.29 345+00 -L- RT 3 4 5 + 0 0 3 4 6 + 0 0 3 4 7 + 0 0 3 4 8 + 0 0 3 4 9 + 0 0 3 5 0 + 0 0 3 5 1 + 0 0 3 5 2 + 0 0 3 5 3 + 0 0 354+00355+00356+00357+00 2 6 1 0 2 6 2 0 2 6 3 0 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2610262026302640265026602670268026902700 3 5 7 + 0 0 3 5 8 + 0 0 3 5 9 + 0 0 3 6 0 + 0 0 3 6 1 + 0 0 3 6 2 + 0 0 3 6 3 + 0 0 3 6 4 + 0 0 3 6 5 + 0 0 366+00367+00368+00369+00 2 5 9 0 2 6 0 0 2 6 1 0 2 6 2 0 2 6 3 0 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2 6 8 0 2590260026102620263026402650266026702680 - L - 61R3101 3 0 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet61.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 2 - 2 2 6 6 5 . 1 3 0 . 2 5 1 0 0 2 6 6 5 . 1 3 0 . 2 5 2 6 6 4 . 6 3 2 5 . 0 5 0 2 2 . 4 2 18" RCP D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = FT= CFS= YRS= FT= CFS= FT= CFS= YRS= AC P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 2 - 5 2654.66 12.08 1002654.43 11.192653.93 9.25 50 6.81 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 3 - 2 4 2 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 3 - 4 2 6 3 5 . 5 4 6 1 . 4 9 5 0 0 2 6 3 4 . 6 8 4 3 . 5 6 2 6 3 4 . 3 2 3 6 . 0 5 0 3 6 . 3 1 30" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 33-7 2632.79 38.81 5002631.07 21.282630.78 17.5 50 14.81 2 6 4 7 . 5 2 0 . 5 7 1 0 0 2 6 4 7 . 5 2 0 . 5 7 2 6 4 6 . 5 4 1 7 . 0 5 0 1 4 . 7 7 - L - S t a . 3 6 5 + 9 6 . 0 6 1 3 6 . 9 0 ’ L T N 9 9 5 2 0 8 . E 1 3 9 6 1 3 7 . B M - 1 5 E L E V A T I O N = 2 6 3 1 . 7 2 ’ 364+00 -L- RT ELEV. = 2633.01 7. 0 5 % 3 . 2 2 % 363+80 -L- RT ELEV. = 2631.60 364+50 -L- RT ELEV. = 2634.62 3 6 9 + 0 0 3 7 0 + 0 0 3 7 1 + 0 0 3 7 2 + 0 0 3 7 3 + 0 0 3 7 4 + 0 0 3 7 5 + 0 0 3 7 6 + 0 0 3 7 7 + 0 0 378+00379+00380+00381+00 2 5 8 0 2 5 9 0 2 6 0 0 2 6 1 0 2 6 2 0 2 6 3 0 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2580259026002610262026302640265026602670 3 8 1 + 0 0 3 8 2 + 0 0 3 8 3 + 0 0 3 8 4 + 0 0 3 8 5 + 0 0 3 8 6 + 0 0 3 8 7 + 0 0 3 8 8 + 0 0 3 8 9 + 0 0 390+00391+00392+00393+00 2 5 6 0 2 5 7 0 2 5 8 0 2 5 9 0 2 6 0 0 2 6 1 0 2 6 2 0 2 6 3 0 2 6 4 0 2 6 5 0 2560257025802590260026102620263026402650 - L - 62R3101 D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 5 - 2 2 6 1 8 . 8 2 1 8 . 3 5 1 0 0 2 6 1 5 . 2 5 7 . 6 2 2 6 1 5 . 0 2 6 . 3 5 0 3 . 6 2 6 0 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet62.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 4 - 2 2 6 2 8 . 9 1 1 1 9 . 8 8 5 0 0 2 6 2 6 . 2 2 3 0 . 2 5 2 6 2 6 . 0 2 2 5 . 0 5 0 2 2 . 1 2 3 0 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 4 - 5 2 6 2 5 . 7 7 4 5 . 5 7 5 0 0 2 6 2 2 . 3 2 1 1 . 1 9 2 6 2 2 . 1 3 9 . 2 5 5 0 6 . 2 5 1 8 " R C P 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 5 - 6 2 6 0 2 . 5 4 1 0 . 0 7 1 0 0 2 6 0 2 . 2 2 8 . 7 1 2 6 0 1 . 9 2 7 . 2 5 0 4 . 6 2 2,596.37PI = 392+50.00 EL = 2,596.41’(+)0.0800%(+)0.3000%VC = 36’ 6 .3 6 % 388+50 -L- RT ELEV. = 2593.27 389+50 -L- RT ELEV. = 2590.09 ELEV. = 2628.44 372+00 -L- RT ELEV. = 2624.75 372+50 -L- RT 7 .3 8 % 3 9 3 + 0 0 3 9 4 + 0 0 3 9 5 + 0 0 3 9 6 + 0 0 3 9 7 + 0 0 3 9 8 + 0 0 3 9 9 + 0 0 4 0 0 + 0 0 4 0 1 + 0 0 402+00403+00404+00405+00 2 5 5 0 2 5 6 0 2 5 7 0 2 5 8 0 2 5 9 0 2 6 0 0 2 6 1 0 2 6 2 0 2 6 3 0 2 6 4 0 2550256025702580259026002610262026302640 4 0 5 + 0 0 4 0 6 + 0 0 4 0 7 + 0 0 4 0 8 + 0 0 4 0 9 + 0 0 4 1 0 + 0 0 4 1 1 + 0 0 4 1 2 + 0 0 4 1 3 + 0 0 414+00415+00416+00417+00 2 5 6 0 2 5 7 0 2 5 8 0 2 5 9 0 2 6 0 0 2 6 1 0 2 6 2 0 2 6 3 0 2 6 4 0 2 6 5 0 2560257025802590260026102620263026402650 - L - 63R3101 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet63.dgn $$$$USERNAME$$$$ 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 7 - 2 2 5 9 5 . 9 6 1 7 . 6 8 5 0 0 2 5 9 4 . 9 7 8 . 5 9 2 5 9 4 . 8 0 7 . 1 5 0 4 . 4 5 42" RCP42" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 37-4 50 n/a n/a 60.0 50 68.71 - L - S t a . 3 9 4 + 8 9 . 2 1 2 2 0 . 4 5 ’ L T N 9 9 7 1 6 3 . E 1 3 9 4 0 0 6 . B M - 1 6 E L E V A T I O N = 2 5 8 8 . 7 4 ’ -L- Sta. 415+11.81 149.98’ LTN 998658. E 1392641.BM-17 ELEVATION = 2613.46’ P I = 3 9 5 + 2 5 . 0 0 E L = 2 , 5 9 7 . 2 4 ’ ( + ) 0 .3 0 0 0 % ( - ) 0 .2 6 7 3 % V C = 1 8 0 ’ 2,596.50 ELEV. = 2603.5 414+50 -L- LT ELEV. = 2607.4 415+50 -L- LT 3.9%3.9%6.30%6.30%ELEV. = 2,611.95 416+20 -L- LT ELEV. = 2,613.84 416+50 -L- LT ELEV. = 2,616.99 417+00 -L- LT ELEV. = 2,592.58 406+50 -L- RT ELEV. = 2,593.07 407+00 -L- RT 0 . 9 8 % 0 . 9 6 % ELEV. = 2,593.55 407+50 -L- RT 4 1 7 + 0 0 4 1 8 + 0 0 4 1 9 + 0 0 4 2 0 + 0 0 4 2 1 + 0 0 4 2 2 + 0 0 4 2 3 + 0 0 4 2 4 + 0 0 4 2 5 + 0 0 426+00427+00428+00429+00 2 6 1 0 2 6 2 0 2 6 3 0 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2610262026302640265026602670268026902700 4 2 9 + 0 0 4 3 0 + 0 0 4 3 1 + 0 0 4 3 2 + 0 0 4 3 3 + 0 0 4 3 4 + 0 0 4 3 5 + 0 0 4 3 6 + 0 0 4 3 7 + 0 0 438+00439+00440+00441+00 2 6 4 0 2 6 5 0 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2640265026602670268026902700271027202730 - L - 64R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet64.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 8 - 2 2 6 3 6 . 1 9 1 2 . 4 9 1 0 0 2 6 3 5 . 3 5 9 . 4 4 2 6 3 5 . 0 0 7 . 8 5 0 4 . 8 1 2 4 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 3 8 - 4 2 6 6 2 . 5 1 1 4 . 3 6 5 0 0 2 6 6 1 . 3 3 . 6 3 2 6 6 1 . 2 3 3 . 0 5 0 0 . 6 3 24" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 38-6 2688.98 28.24 5002685.52 4.722685.41 3.9 50 1.93 30" RCP D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 39-2 2689.0 55 5002688.1 242687.9 22 50 9.3 - L - S t a . 4 3 7 + 1 0 . 8 4 8 3 . 2 5 ’ L T N 9 9 9 8 1 4 . E 1 3 9 0 9 4 9 . B M - 1 8 E L E V A T I O N = 2 7 0 7 . 6 6 ’ 4 . 6 8 % 3 . 3 9 % 4 . 5 8 % 0.3%427+20 -L- LT 428+00 -L- LT 428+50 -L- LT 426+50 -L- RT 427+00 -L- RT ELEV. = 2711.45 433+50 -L- RT ELEV. = 2709.11 434+00 -L- RT ELEV. = 2706.7 434+71 -L- RT ELEV. = 2688.05 437+00 -L- RT ELEV. = 2685.76 437+50 -L- RT ELEV. = 2685.55 438+19 -L- RTELEV. = 2683.50 ELEV. = 2689.81 ELEV. = 2695.81 ELEV. = 2677.02 ELEV. = 2681.69 12.12 % 1.97%11.43%5.17%11.00%12.00%ELEV. = 2676.50 426+40 -L- RTELEV. = 2692.06 427+50 -L- RT 20.74%9.35%ELEV. = 2684.09 427+50 -L- LTELEV. = 2701.31 429+00 -L- LT ELEV. = 2660.77 424+00 -L- LT ELEV. = 2666.83 424+50 -L- LT 9.70%427+00 -L- LT ELEV. = 2,685.44 4 4 1 + 0 0 4 4 2 + 0 0 4 4 3 + 0 0 4 4 4 + 0 0 4 4 5 + 0 0 4 4 6 + 0 0 4 4 7 + 0 0 4 4 8 + 0 0 4 4 9 + 0 0 450+00451+00452+00453+00 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2660267026802690270027102720273027402750 4 5 3 + 0 0 4 5 4 + 0 0 4 5 5 + 0 0 4 5 6 + 0 0 4 5 7 + 0 0 4 5 8 + 0 0 4 5 9 + 0 0 4 6 0 + 0 0 4 6 1 + 0 0 462+00463+00464+00465+00 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2700271027202730274027502760277027802790 - L - 65R3101 2 4 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet65.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = FT= CFS= YRS= FT= CFS= FT= CFS= YRS= AC P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 4 1 - 5 2748.0 10 1002747.9 92747.8 8 50 3.018" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 41-6 2745.6 5002742.8 6.82742.6 6.2 50 2.3 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 4 0 - 6 2 7 2 1 . 0 3 . 4 1 0 0 2 7 2 0 . 9 3 . 2 2 7 2 0 . 8 2 . 8 5 0 1 . 2 2 . 0 % 8 . 6 2 % 8 . 9 8 % 10 . 1 1 % 1 0 . 4 5 % 3 . 8 9 % 4 . 3 5 % 3 . 4 6 % 2.63%4.60% 6 . 0 0 % ELEV. = 2750.21 459+50 -L- RT ELEV. = 2746.13 462+00 -L- RT ELEV. = 2741.20 463+50 -L- RT ELEV. = 2717.05 448+50 -L- RT ELEV. = 2708.43 447+50 -L- RT ELEV. = 2690.02 445+45 -L- RT ELEV. = 2730.75 450+00 -L- LT ELEV. = 2729.11 450+00 -L- RT ELEV. = 2718.22 448+80 -L- RT ELEV. = 2719.00 449+00 -L- RTELEV. = 2719.90 448+91 -L- LT ELEV. = 2720.30 449+001 -L- LT ELEV. = 2746.20 460+50 -L- RT ELEV. = 2747.93 461+00 -L- RT ELEV. = 2749.20 460+00 -L- RT ELEV. = 2743.50 463+00 -L- RT 4 6 5 + 0 0 4 6 6 + 0 0 4 6 7 + 0 0 4 6 8 + 0 0 4 6 9 + 0 0 4 7 0 + 0 0 4 7 1 + 0 0 4 7 2 + 0 0 4 7 3 + 0 0 474+00475+00476+00477+00 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2 7 9 0 2 8 0 0 2 8 1 0 2720273027402750276027702780279028002810 4 7 7 + 0 0 4 7 8 + 0 0 4 7 9 + 0 0 4 8 0 + 0 0 4 8 1 + 0 0 4 8 2 + 0 0 4 8 3 + 0 0 4 8 4 + 0 0 4 8 5 + 0 0 486+00487+00488+00489+00 2 7 9 0 2 8 0 0 2 8 1 0 2 8 2 0 2 8 3 0 2 8 4 0 2 8 5 0 2 8 6 0 2 8 7 0 2 8 8 0 2790280028102820283028402850286028702880 - L - 66R3101 7 2 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet66.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 4 2 - 1 2 7 3 8 . 6 5 0 0 2 7 3 4 . 5 1 4 5 2 7 3 3 . 9 1 2 0 5 0 1 2 0 - L - S t a . 4 6 5 + 7 0 . 0 3 1 6 6 . 0 1 ’ R T N 9 9 9 9 2 7 . E 1 3 8 8 1 5 9 . B M - 1 9 E L E V A T I O N = 2 7 5 0 . 0 4 ’ 1 . 4 5 % 3 . 5 4 % 5 . 1 8 % 6.34%8.42% 8 . 4 2 % 3 . 8 4 % 9 . 2 % 9 . 0 % 6.4%8.72% 7 . 5 0 % 5.0%6.84% 3 . 0 0 % ELEV. = 2730.0 468+30 -L- RT ELEV. 2731.16 467+50 -L- RT ELEV. = 2734.7 466+50 -L- RT ELEV. = 2739.88 465+50 -L- RT ELEV. = 2731.2 468+76 -L- RT ELEV. = 2733.0 469+00 -L - RT ELEV. = 2734.5 469+50 -L- RT 473+50 -L- RT ELEV. = 2764.87 476+00 -L- RT ELEV. = 2780.72 477+00 -L- RT ELEV. = 2789.14 477+00 -L- RT ELEV. = 2789.14 478+00 -L- RT ELEV. = 2797.56 479+00 -L- RT ELEV. = 2801.4 480+00 -L- RT ELEV. = 2810.6 481+00 -L- RT ELEV. = 2823.42 483+50 -L- RT ELEV. = 2845.92 476+50 -L- LT ELEV. = 2785.57 477+00 -L- LT ELEV. = 2789.93 ELEV. = 2773.95 474+50 -L- LT ELEV. = 2778.95 475+50 -L- LT ELEV. = 2782.15 476+00 -L- LT 4 8 9 + 0 0 4 9 0 + 0 0 4 9 1 + 0 0 4 9 2 + 0 0 4 9 3 + 0 0 4 9 4 + 0 0 4 9 5 + 0 0 4 9 6 + 0 0 4 9 7 + 0 0 498+00499+00500+00501+00 2 8 4 0 2 8 5 0 2 8 6 0 2 8 7 0 2 8 8 0 2 8 9 0 2 9 0 0 2 9 1 0 2 9 2 0 2 9 3 0 2840285028602870288028902900291029202930 5 0 1 + 0 0 5 0 2 + 0 0 5 0 3 + 0 0 5 0 4 + 0 0 5 0 5 + 0 0 5 0 6 + 0 0 5 0 7 + 0 0 5 0 8 + 0 0 5 0 9 + 0 0 510+00511+00512+00513+00 2 8 7 0 2 8 8 0 2 8 9 0 2 9 0 0 2 9 1 0 2 9 2 0 2 9 3 0 2 9 4 0 2 9 5 0 2 9 6 0 2870288028902900291029202930294029502960 - L - 67R3101 3 0 " R C P DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet67.dgn $$$$USERNAME$$$$ D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 4 5 - 3 5 0 0 2 8 8 0 . 2 1 5 2 8 8 0 . 2 1 4 5 0 5 . 1 3 0 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 4 5 - 9 2 8 9 0 . 0 5 0 0 2 8 8 6 . 5 2 0 2 8 8 6 . 2 1 6 5 0 1 3 . 1 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 4 5 - 1 0 2 9 1 7 . 5 7 . 0 5 0 0 2 9 1 7 . 2 4 . 7 2 9 1 7 . 1 4 . 3 5 0 1 . 8 24" RCP D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = FT= CFS= YRS= FT= CFS= FT= CFS= YRS= AC P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 4 5 - 1 1 2938.9 5002937.6 11.82937.5 10.7 50 4.0 - L - S t a . 4 9 3 + 9 8 . 6 2 7 2 . 9 5 ’ R T N 1 0 0 1 3 4 0 . E 1 3 8 5 7 6 2 . B M - 2 0 E L E V A T I O N = 2 9 0 5 . 8 2 ’ 1 . 8 8 % 8 . 1 8 % 4 . 9 2 % 0 . 3 % 4 . 0 5 8 % 0.3% ELEV. = 2887.72 491+34 -L- RT ELEV. = 2890.83 493+00 -L- RT ELEV. = 2886.3 503+27 -L- RT ELEV. = 2889.88 504+00 -L- RT ELEV. = 2906.24 506+00 -L- RT ELEV. = 2889.24 490+50 -L- RT ELEV. = 2889.10 491+00 -L- RT 497+00 -L- LT ELEV. = 2886.40 498+50 -L- LT ELEV. = 2886.85 5 1 3 + 0 0 5 1 4 + 0 0 5 1 5 + 0 0 5 1 6 + 0 0 5 1 7 + 0 0 5 1 8 + 0 0 5 1 9 + 0 0 5 2 0 + 0 0 5 2 1 + 0 0 2 9 0 0 2 9 1 0 2 9 2 0 2 9 3 0 2 9 4 0 2 9 5 0 2 9 6 0 2 9 7 0 2 9 8 0 2 9 9 0 2900291029202930294029502960297029802990DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\R3101_ddc_pfl_l_sheet68.dgn $$$$USERNAME$$$$ - L - 68R3101 1 0 1 1 1 2 1 3 2 , 9 5 0 2 , 9 6 0 2 , 9 7 0 2 , 9 8 0 1 0 1 1 1 2 1 3 141516 2 , 9 5 0 2 , 9 6 0 2 , 9 7 0 2 , 9 8 0 2 , 9 9 0 1 0 1 1 1 2 2 , 9 5 0 2 , 9 6 0 2 , 9 7 0 2 , 9 8 0 2 , 9 5 0 2 , 9 6 0 2 , 9 7 0 2 , 9 8 0 2 , 9 8 0 2 , 9 7 0 2 , 9 6 0 2 , 9 5 0 1 0 1 1 2 , 8 5 0 2 , 8 6 0 2 , 8 7 0 2 , 8 8 0 2,872.82 P I = 1 0 + 5 0 . 0 0 E L = 2 , 8 7 3 . 5 3 ’ ( + ) 1. 4 2 2 7 % (-)13.1699% P I = 1 1 + 3 3 . 4 0 E L = 2 , 8 6 2 . 5 5 ’ P I = 1 1 + 4 8 . 4 0 E L = 2 , 8 6 3 . 4 7 ’ ( + ) 6. 1 1 6 8 % 2,864.33 1 0 1112131415 2 , 8 1 0 2 , 8 2 0 2 , 8 3 0 2 , 8 4 0 2 , 8 5 0 2 , 8 6 0 2,836.71PI = 13+90.00 EL = 2,832.79’(-)4.3541%VC = 100’PI = 14+70.22 EL = 2,820.76’(-)1 5 .0 0 0 0%(+)1.3200%PI = 14+87.44 EL = 2,820.99’(+)0.4106%2,821.05 2 , 8 5 0 2 , 8 6 0 2 , 8 7 0 2 , 8 8 0 2,8102,8202,8302,8402,8502,860DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\r3101_ddc_pfl_y1_to_y5_sheet69.dgn $$$$USERNAME$$$$ 2,9502,9602,9702,9802,990 D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 7 - 2 2 8 6 5 . 0 0 1 1 . 8 5 5 0 0 2 8 6 1 . 2 5 3 . 6 3 28 6 1 . 1 2 3 . 0 5 0 1 . 3 5 1 8 " R C P - Y 1 - - Y 2 - - Y 3 - - Y 4 - -Y5- R3101 69 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\r3101_ddc_pfl_y6_to_y10_sheet70.dgn $$$$USERNAME$$$$ 1 0 1 1 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 P I = 1 0 + 1 4 . 4 5 E L = 2 , 7 5 9 . 5 5 ’ ( - ) 0 .2 7 6 8 % 2,759.59 P I = 1 0 + 2 9 . 4 5 E L = 2 , 7 5 9 . 5 1 ’ (- ) 0 .2 7 6 8 %( + ) 5. 9 3 8 8 % P I = 1 1 + 0 0 . 0 0 E L = 2 , 7 6 3 . 7 0 ’ ( + ) 2 . 2 6 4 8 %2,764.30 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 1 0 1 1 1 2 1 3 1 4 1 5 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 3 0 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2,7002,7102,7202,7302,7402,7502,760 - Y 7 - - Y 6 - - Y 8 - 1 0 1 1 1 2 1 3 1 4 1 5 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 1 0 1 1 12 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 3 0 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2,7002,7102,7202,7302,7402,7502,760 - Y 9 - -Y10-1011122,6602,6702,6802,690 2,6602,6702,6802,690 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 2 - 1 2 7 5 8 . 9 5 6 . 2 7 5 0 0 2 7 5 8 . 5 1 3 . 6 3 2 7 5 8 . 3 9 3 . 0 5 0 0 . 4 7 R3101 70 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\r3101_ddc_pfl_y11_to_y14_sheet71.dgn $$$$USERNAME$$$$ 1 0 1 1 1 2 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 2,756.00 P I = 1 0 + 5 0 . 0 0 E L = 2 , 7 5 4 . 1 0 ’ (- )3 .7 8 9 7 % ( + ) 1. 0 8 4 0 % P I = 1 1 + 0 0 . 0 0 E L = 2 , 7 5 4 . 6 5 ’ ( + ) 6. 0 0 0 0 % P I = 1 2 + 0 8 . 6 2 E L = 2 , 7 6 1 . 1 6 ’ ( + ) 0 . 0 6 4 3 % P I = 1 2 + 1 8 . 6 2 E L = 2 , 7 6 1 . 1 7 ’ 2,761.26 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 - Y 1 1 - - Y 1 2 R E V - 1 0 1 1 1 2 1 3 1 4 15 2 , 8 0 0 2 , 8 1 0 2 , 8 2 0 2 , 8 3 0 2 , 8 4 0 2 , 8 5 0 2,828.94 P I = 1 3 + 5 0 . 0 0 E L = 2 , 8 3 6 . 2 8 ’ ( + ) 7. 3 4 0 1 % P I = 1 4 + 7 1 . 2 2 E L = 2 , 8 4 7 . 1 9 ’ ( +)9.0 0 0 0 % P I = 1 4 + 9 1 . 2 2 E L = 2 , 8 4 7 . 6 3 ’ ( +)2.2166%2,847.98 2,8002,8102,8202,8302,8402,850 1 0 1 1 1 2 1 3 1 4 1 5 2 , 8 4 0 2 , 8 5 0 2 , 8 6 0 2 , 8 7 0 2 , 8 8 0 2 , 8 9 0 P I = 1 0 + 2 0 . 0 0 E L = 2 , 8 5 5 . 9 3 ’ 2,856.28P I = 1 0 + 3 5 . 0 0 E L = 2 , 8 5 5 . 6 7 ’ (- )1.7 5 0 0 % P I = 1 1 + 2 5 . 0 0 E L = 2 , 8 6 8 . 7 6 ’ (+)14.5431 % (+)11.4797 % 2,873.35 2 , 8 4 0 2 , 8 5 0 2 , 8 6 0 2 , 8 7 0 2 , 8 8 0 1 0 1 1 12 2 , 8 4 0 2 , 8 5 0 2 , 8 6 0 2,8402,8502,860 - Y 1 3 - - Y 1 4 - 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 0 - 4 2 7 5 3 . 5 6 1 3 . 6 7 1 0 0 2 7 5 3 . 5 6 1 3 . 6 7 2 7 5 2 . 8 0 1 1 . 3 5 0 1 0 . 7 5 R3101 71 DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\r3101_ddc_pfl_y15_to_y20_sheet72.dgn $$$$USERNAME$$$$ 1 0 1 1 1 2 1 3 1 4 1 5 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 3 0 2 , 7 4 0 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 3 0 2 , 7 4 0 1 0 1 1 1 2 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 2 , 7 8 0 2 , 7 9 0 2 , 8 0 0 2,7502,7602,7702,7802,7902,800 1011122,6202,6302,6402,6502,660 PI = 10+20.21 EL = 2,630.26’2,630.81PI = 10+35.21 EL = 2,629.86’(-)2.7061%PI = 11+50.00 EL = 2,643.09’(+)11.5317%(+)8.1166%VC = 100’2,647.15 2,6202,6302,6402,6502,660 1 0 1 1 1 2 1 3 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 2 , 6 3 0 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 2 , 6 3 0 1 0 1 1 1 2 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 2,601.38P I = 1 0 + 4 0 . 0 0 E L = 2 , 6 0 1 . 5 0 ’ ( + ) 0 . 4 7 3 1% P I = 1 1 + 5 0 . 0 0 E L = 2 , 6 0 5 . 0 0 ’ ( + ) 3 . 1 8 1 8 % (- )2 .6 6 6 6 % V C = 1 1 0 ’ 2,603.27 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 1 0 1112 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 2,5902,6002,6102,620 18" RCPDRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION= FT= CFS= YRS= FT= CFS= FT= CFS= YRS= ACPIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 36-1 2595.23 6.23 5002594.79 3.632594.67 3.0 50 0.7772 R-3101 - Y 1 5 - - Y 1 6 - -Y17- - Y 1 8 - - Y 1 9 R E V - -Y20- DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS 5/28/99 SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 19-JUL-2013 12:46 R:\R3101\Design\r3101_ddc_pfl_y21_to_y27_sheet73.dgn $$$$USERNAME$$$$ 1 0 1 1 1 2 2 , 5 7 0 2 , 5 8 0 2 , 5 9 0 2 , 6 0 0 - Y 2 1 - 2 , 5 7 0 2 , 5 8 0 2 , 5 9 0 2 , 6 0 0 1 0 1 1 1 2 1 3 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 - Y 2 2 - 101112132,7002,7102,7202,7302,740 2,7002,7102,7202,7302,740 -Y23- 1 0 1 1 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 - Y 2 4 - 1 0 1 1 2 , 7 3 0 2 , 7 4 0 2 , 7 5 0 2 , 7 3 0 2 , 7 4 0 2 , 7 5 0 - Y 2 5 - 1 0 1 1 1 2 13 2 , 8 8 0 2 , 8 9 0 2 , 9 0 0 - Y 2 6 - 2,8802,8902,900 1011122,8702,8802,8902,900 2,8702,8802,8902,900 -Y27- 2,595.77 P I = 1 0 + 7 5 . 0 0 E L = 2 , 5 9 4 . 5 0 ’ (- )2 .0 7 8 7 % (- )6 .0 0 0 0 % V C = 7 8 ’ P I = 1 1 + 5 0 . 0 0 E L = 2 , 5 9 0 . 0 0 ’ (- )4 .0 6 13 % 2,587.97 73 R3101 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_10-13950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 8 5 0 2850 2 7 8 0 2780 6 8 + 0 0 . 0 0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 8 0 2780 6 8 + 5 0 . 0 0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 8 0 2780 6 9 + 0 0 . 0 0 X-49R-3101 - L - 510 2 7 9 0 . 6 0 2:1 2 7 9 0 . 2 2 2:1 2 7 9 0 . 0 6 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_10-13950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 8 0 2780 6 9 + 5 0 . 0 0 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 7 7 0 2770 7 0 + 0 0 . 0 0 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 7 7 0 2770 7 0 + 5 0 . 0 0 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 7 7 0 2770 7 1 + 0 0 . 0 0 X-50R-3101 - L - 510 2 7 8 9 . 9 0 2:1 2 7 8 9 . 8 5 2:1 D R I V E T I E 2 7 8 9 . 8 1 2:1 2 7 8 9 . 8 6 4 : 1 2:1 W I N G W A L L P R O P . B R I D G E 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_10-13950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 7 5 0 2750 9 6 + 5 0 . 0 0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 7 5 0 2750 9 7 + 0 0 . 0 0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 5 0 2750 9 7 + 5 0 . 0 0 X-70R-3101 - L - 510 2:1 2:1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_10-13950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 5 0 2750 9 8 + 0 0 . 0 0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 5 0 2750 9 8 + 5 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 4 0 2740 9 9 + 0 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 4 0 2740 9 9 + 5 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 4 0 2740 1 0 0 + 0 0 . 0 0 X-71R-3101 - L - 510 2:1 2:1 2:1 2:1 2:1 V A R . 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_10-13950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 1 0 2710 1 3 1 + 0 0 . 0 0 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 1 0 2710 1 3 1 + 5 0 . 0 0 X-102R-3101 - L - 510 2 7 2 2 . 7 5 2:1 2 7 1 9 . 8 9 1 4 :1 2:1 2 7 2 1 . 4 7 2:1 2 7 1 8 . 6 6 4 4 :1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_10-13950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 1 0 2710 1 3 2 + 0 0 . 0 0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 0 0 2700 1 3 2 + 5 0 . 0 0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 0 0 2700 1 3 3 + 0 0 . 0 0 X-103R-3101 - L - 510 2 7 2 0 . 3 5 2:1 2 7 1 7 . 2 9 0 4 :1 2:1 2 7 1 9 . 3 3 2:1 2 7 1 5 . 9 0 9 4 :1 2:1 2 7 1 8 . 2 9 2:1 2 7 1 4 . 6 1 1 4 :1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_10-13950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 0 0 2700 1 3 4 + 5 0 . 0 0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 0 0 2700 1 3 5 + 0 0 . 0 0 X-105R-3101 - L - 510 2 7 1 4 . 9 3 4 : 1 2 7 1 1 . 5 1 0 4 :1 2:1 2 7 1 3 . 8 8 2:1 2 7 1 0 . 5 8 4 4 :1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_10-13950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 0 0 2700 1 3 5 + 5 0 . 0 0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 0 0 2700 1 3 6 + 0 0 . 0 0 X-106R-3101 - L - 510 2 7 1 2 . 8 6 2:1 2 7 0 9 . 8 0 6 4 :1 2:1 2 7 1 1 . 9 0 2:1 2 7 0 9 . 2 7 8 4 :1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_140-25950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 6 9 0 2690 1 4 3 + 0 0 . 0 0 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 6 9 0 2690 1 4 3 + 5 0 . 0 0 X-113R-3101 - L - 510 2 7 0 7 . 8 0 2:1 2 7 0 6 . 9 5 9 4 :1 2:1 D R I V E T I E 2 7 0 7 . 0 5 2:1 2 7 0 5 . 9 7 3 4 :1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_140-25950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 6 9 0 2690 1 4 4 + 0 0 . 0 0 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 6 9 0 2690 1 4 4 + 5 0 . 0 0 X-114R-3101 - L - 510 2 7 0 6 . 3 4 2:1 2 7 0 4 . 9 0 8 4 :1 2:1 2 7 0 5 . 5 4 2:1 2 7 0 4 . 2 1 3 4 :1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_140-25950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 8 5 0 2850 2 8 6 0 2860 2 8 0 0 2800 2 3 4 + 0 0 . 0 0 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 8 5 0 2850 2 8 0 0 2800 2 3 4 + 5 0 . 0 0 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 8 0 0 2800 2 3 5 + 0 0 . 0 0 X-193R-3101 - L - 510 2 8 1 3 . 2 5 4 :1 2:1 2 8 0 8 . 8 8 4 :1 2:1 2 8 0 5 . 0 4 4 :1 1.5:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_140-25950.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 7 9 0 2790 2 3 5 + 5 0 . 0 0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 7 8 0 2780 2 3 6 + 0 0 . 0 0 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 7 0 2770 2 3 6 + 5 0 . 0 0 X-194R-3101 - L - 510 2 8 0 1 . 2 3 4 :1 2:1 2 7 9 7 . 0 7 4 :1 2:1 2 7 9 3 . 4 3 4 :1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_260-39450.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 1 0 2710 2 9 0 + 0 0 . 0 0 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 2 0 2720 2 9 0 + 5 0 . 0 0 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 2 0 2720 2 9 1 + 0 0 . 0 0 X-232R-3101 - L - 510 2 7 3 5 . 5 6 2:1 2 7 3 3 . 7 7 2 4 :1 2:1 2 7 3 7 . 1 4 2:1 2 7 3 5 . 2 4 2 4 :1 2:1 2 7 3 9 . 0 8 2:1 2 7 3 7 . 5 6 5 4 :1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_260-39450.dgn $$$$USERNAME$$$$8/23/99 PROJ. REFERENCE NO.SHEET NO.0 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 2 0 2720 2 9 1 + 5 0 . 0 0 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 2 0 2720 2 9 2 + 0 0 . 0 0 X-233R-3101 - L - 510 2 7 4 1 . 5 0 2:1 4 :1 2:1 2735.50 2 7 4 4 . 1 7 2:1 2 7 4 2 . 5 3 3 4 :1 2:1 0000 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 19-JUL-2013 13:08 R:\R3101\Design\R3101_ddc_xpl_260-39450.dgn $$$$USERNAME$$$$8/23/99 PROJ. 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