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Home My WebLink About20130777 Ver 1_Application_20130724 S TATE OF N ORTH C AROLINA D EPARTMENT OF T RANSPORTATION P AT L. M C C RORY A NTHONY J. T ATA G OVERNOR S ECRETARY MAILING ADDRESS: NC D EPARTMENT O F T RANSPORTATION P ROJECT D EVELOPMENT & E NVIRONMENTAL A NALYSIS U NIT 1598 M AIL S ERVICE C ENTER R ALEIGH NC 27699-1548 T ELEPHONE : 919-707-6000 FAX: 919-212-5785 W EBSITE :NCDOT .GOV LOCATION: C ENTURY C ENTER , B UILDING B 1020 B IRCH R IDGE D RIVE R ALEIGH NC 27610 July 24, 2013 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 ATTN: Mr. Monte Matthews NCDOT Coordinator Subject: 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 Dear Sir: The North Carolina Department of Tran sportation (NCDOT) proposes 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. There will be 1,862 linear feet of permanen t impacts and 0.10 acre of temporary impacts to jurisdictional streams. Ther e will be 0.22 acre of perman ent impacts, and 0.18 acre of temporary impacts, to wetlands associated with the project. The cumulative impacts to a jurisdictional feature will not exceed the Nationwide thresholds. Please see enclosed copies of the Pre-Cons truction Notification (PCN), EEP acceptance letter, Stormwater Management Plan, permit drawings, and design plans. A Notification of Jurisdictional Determinat ion was received from the USACE, dated July 17, 2013. A Categorical Exclusion (CE) was completed in February 2012 and distributed shortly thereafter. Additional copies are available upon request. Comments from the North Carolina Wildlif e Resources Commission (NCWRC) will be required prior to authorization by the Corps of Engineers. By copy of this letter and attachments, NCDOT hereby requests NCW RC review. NCDOT requests that NCWRC forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application. 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. 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/construction area PSS1 (W-26) Yes No Corps DWQ <0.01 Site 6 P T fill/construction area PSS1 (W-26) Yes No Corps DWQ 0.01 Site 7 P T fill / riprap apron PSS1 (W-27) Yes No Corps DWQ <0.01 Site 7 P T fill / riprap apron PSS1 (W-27) Yes No Corps DWQ <0.01 Site 12 P T fill/construction area PFO1 (W-29) Yes No Corps DWQ 0.01 Site 14 P T fill/construction area PFO1 (W-30) Yes No Corps DWQ <0.01 Site 14 P T fill/construction area PFO1 (W-30) Yes No Corps DWQ <0.01 Site 19 P T construction area PSS1 (W-31) Yes No Corps DWQ 0.01 Site 19 P T construction area PSS1 (W-31) Yes No Corps DWQ 0.02 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 / riprap apron PEM1 (W-16) Yes No Corps DWQ <0.01 Site 31 P T fill PFO1 (W-15) 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 fill/construction area PEM1 (W-35) Yes No Corps DWQ 0.06 Site 36 P T fill/construction area PFO1 (W-14) Yes No Corps DWQ <0.01 Site 37 P T fill/construction area PSS1 / PEM1 (W-13) Yes No Corps DWQ <0.01 5 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 fill/construction area PSS1 / PEM1 (W-13) Yes No Corps DWQ 0.06 Site 43 P T 18” RCP fill / riprap apron PFO1 (W-11) Yes No Corps DWQ 0.01 Site 43 P T 18” RCP / inlet excavation PSS1 (W-25) Yes No Corps DWQ 0.02 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 Excavation for 30” CSP, headwall and ditch PEM1 (W-3) Yes No Corps DWQ 0.01 Site U1 P T Utility relocation PEM1 (W-2) Yes No Corps DWQ <0.01 Site U2 P T Utility relocation PEM1 (W-10) Yes No Corps DWQ <0.01 Site U3 P T Utility relocation PEM1 (W-38) Yes No Corps DWQ <0.01 2g . Total wetland impacts 0.22 Permanent 0.18 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). UTILITY IMPACTS: The Utility Impacts li sted (Sites U1, U2 and U3) are those utility impacts that fall outside the footprint of project impacts. 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 fill for riprap apron UT to Laurel Branch (UT-39) PER INT Corps DWQ 1 10 Site 4 P T fill/construction area Laurel Branch PER INT Corps DWQ 15 74 (0.02 ac) 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 fill for riprap apron 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 riprap apron 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 / riprap apron UT to Laurel Branch (UT-30) PER INT Corps DWQ 2 17 Site 18 P T 42” RCP UT to Laurel Branch (UT-29) PER INT Corps DWQ 2 29 Site 18 P T riprap apron UT to Laurel Branch (UT-29) PER INT Corps DWQ 2 12 Site 18 P T Bank stabilization UT to Laurel Branch (UT-29) PER INT Corps DWQ 2 34 Site 18 P T Bank stabilization UT to Laurel Branch (UT-29) PER INT Corps DWQ 2 7 (<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 22 P T 24” RCP UT to Brush Creek (UT-40) PER INT Corps DWQ 2 11 Site 22 P T riprap apron 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 riprap apron/pipe removal UT to Little Glade Creek (UT-26) PER INT Corps DWQ 2 22 Site 24 P T Construction area UT to Little Glade Creek (UT-25) PER INT Corps DWQ 2 18 Site 24 P T Construction area UT to Little Glade Creek (UT-25) PER INT Corps DWQ 2 129 7 Site 25 P T riprap apron UT to Little Glade Creek (UT-25) PER INT Corps DWQ 2 12 Site 27 P T riprap apron 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 Endwall UT to Little Glade Creek (UT-21) PER INT Corps DWQ 4 7 Site 29 P T Riprap apron UT to Little Glade Creek (UT-19) PER INT Corps DWQ 2 8 (non-mitigable) 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 UT to Little Glade Creek (UT-18) PER INT Corps DWQ 2 14 Site 33 P T endwall UT to Little Glade Creek (UT-18) PER INT Corps DWQ 2 14 (<0.01 ac) Site 33 P T 30” RCP UT to Little Glade Creek (UT-18) PER INT Corps DWQ 2 78 Site 34 P T 30” RCP UT to Little Glade Creek (UT-18) PER INT Corps DWQ 2 15 Site 34 P T riprap apron 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 riprap apron 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 riprap apron 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 30”: RCP UT to Glade Creek (UT-15) PER INT Corps DWQ 2 16 Site 41 P T retaining wall and cut UT to Glade Creek (UT-15) PER INT Corps DWQ 2 12 (<0.01 ac) Site 41 P T endwall UT to Glade Creek (UT-15) PER INT Corps DWQ 2 12 (<0.01 ac) Site 42 P T riprap apron 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 13 Site 42 P T 30” CCFRPM UT to Glade Creek (UT-14) PER INT Corps DWQ 2 12 (<0.01 ac) 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 8 Site 45 P T riprap apron UT to Glade Creek (UT-13) PER INT Corps DWQ 2 11 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 Site 46 P T riprap apron UT to Glade Creek (UT-12) PER INT Corps DWQ 2 17 Site 47 P T 42” CCFRPM UT to Glade Creek (UT-10) PER INT Corps DWQ 2 13 Site 47 P T 42” CCFRPM UT to Glade Creek (UT-10) PER INT Corps DWQ 2 16 Site 47 P T riprap apron 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 41 Site 48 P T relocated channel w/ riprap erosional lining UT to Glade Creek (UT-41) PER INT Corps DWQ 2 69 Site 48 P T channel relocation (on –LT) UT to Glade Creek (UT-41) PER INT Corps DWQ 2 39 Site 49 P T structure removal Glade Creek PER INT Corps DWQ 20 24 (0.02 ac) Site 50 P T channel fill 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 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 endwall UT to Glade Creek (UT-7) PER INT Corps DWQ 2 25 (<0.01 ac) Site 53 P T riprap apron 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 55 P T 72” RCP UT to Glade Creek (UT-4) PER INT Corps DWQ 4 28 Site 55 P T 72” RCP 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 9 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 Glade Creek (UT-3) PER INT Corps DWQ 2 13 Site 58 P T 30” CSP UT to Glade Creek (UT-1) PER INT Corps DWQ 2 11 3h. Total stream and tributary impacts 1,862 Perm 349 Temp (0.10 ac) 3i. Comments: “Total” acreage value for temporary impacts derive d 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). 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 4f. Total open water impacts 0.11 Permanent 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. - In several cases, headwalls were used to minimize impacts to jurisdictional streams. 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. 1b. Specifically describe measures taken to avoid or mi nimize the proposed impacts through construction techniques. - Design Standards in Sensitive Watersheds will be implemented. - NCDOT will abide by a Trout Moratorium from October 15 th – April 15 th on all streams. 2. Compensatory Mitigation for Impacts to Wate rs 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 NOTE: Per JD site visit, it was determined that impacts to UT-19 (Sites 29 & 30) do not 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 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: 1,839 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: 0.22 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. 12 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 th e 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 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 disposit ion (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. not applicable (Version 1.2; Released July 2012) R-3101 County(ies):Alleghany Page 1 of 1 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Surrounding Land Use: Residential 9.684 Miles 17000 Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): Buffer Rules in Effect Project Description No NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Class C Other Stream Classification: Vaughn and Melton City/Town: (828) 253-2796 Highway Division 11 Address: (336)903-9134 Alleghany ac. General Project Narrative:This project consists of widening 9.864 miles of US 21 from SR 1100 (Oklahoma Rd.) to SR 1121 (Pine Swamp Rd.). The existing two-lane road will be widened from 9' and 11' lanes to 12' lanes with 2' paved shoulders. It includes replacing existing drainage structures and placing rip rap to reduce erosive velocities. All storm drainage will be diffused and designed for non-erosive velocities before entering wetland areas to the maximum extent practicle. Throughout the project, grass-lined ditches with non-erosive velocities are designed to convey the run-off to the existing drainage structures that are being replaced. Stormwater has been discharged as far away from streams as practicle. In several cases, headwalls were used to minimize impacts to Jurisdictional Streams. The surrounding area is predominately wooded and agricultural with some residential neighborhoods and businesses along US 21. The project is located in the New River Basin. All streams on this project will flow into Laural Branch or Glade Creek. At the Laural Branch and Glade Creek crossings, existing concrete box culverts will be replaced with bridges. Typical Cross Section Description: References 8300 32.87 Average Daily Traffic (veh/hr/day): ac. North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Ramie Shaw Roadway Widening North Wilkesboro, NC 28659 General Project Information Address: 7/15/2013 1318-F Patton Ave. 801 Statesville Rd Asheville, NC 28806 Project/TIP No.: NCDOT Contact: Project No.:R-3101 Contractor / Designer: rashaw@ncdot.gov New accarver@vaughnmelton.com Two lane, 28' wide pavement N/A NCDWQ Stream Index No.: Supplemental: Trout Waters (Tr) Primary: Laural Branch and Glade Creek N VICINITY MAP See Sheet 1-A For Index of Sheets BEGIN PROJECT END PROJECT US 21 FROM SR 1100 (OKLAHOMA RD.) TO 25 50 100 50 25 50 100 50 5 10 20 10 DHV D T V = = = = = = 8300 17000 11 60 10 55 % % MPH ADT ADT 2004 2030 % * * TTST 5%DUAL 5% 0 0 0 PROFILE (HORIZONTAL) DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 R-3101 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 0 0 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ T I P P R O J E C T : R - 3 1 0 1 801 Statesville Road, North Wilkesboro, NC 28659 M. A. PETTYJOHN, P.E. DIVISION ENGINEER SIGNATURE P.E. DATE DIVISION OPERATIONS ENGINEER W.O. ATKINS, P.E. C O N T R A C T : SR 1121 (PINE SWAMP RD.) STP - 21(11) ALLEGHANY COUNTY (NO SCALE)BEGIN STATE PROJECT R-3101 END STATE PROJECT R-3101 -L-STA. 521+30.81 -L-STA. 10+00.00 -L- POT STA. 167+75.00 -L- POT STA. 169+00.00 -Y 1 - -Y 2 - - Y 2 - -Y 3 - -Y5- -Y 9 - -Y 1 0 - -Y 1 1 - -Y 1 4 - - Y 4 - - Y 6 - -Y 5 - - Y 7 - -Y 8 - - Y 12 R E V - - Y 13 - A P P R OX I M A T E A P P R O X I M A T E A P P R O X I M A TE 9 ’ G R CONC CONC CONC S R 1 478 R O A R I NG GA P R O AD B S T BST B S T S R 1 10 0 O K L A H O M A R O A D B S T S R 1 4 7 8 O L D G A R R OAD B S T BST W .E . 2 7 5 9 .3 A PP R OX I M A TE W .E . 2 77 6 .1 A PP R O X I M A T E BST B S T 1 0 ’ B S T C ON C GR BST GR B S T B S T GR B S T CONC BST BST BST BST GR BST CONC O L D B E AU B L VD B S T C O U N T R Y C L U B R D B S T BST GR B S T C O N C B S T BST U S 21 B S T B S T BST GOLF CART PATH BST BST GR W .E .= 2 8 0 6 .0 W .E .= 2 7 9 8 .5 BST S R 1 1 78 G R EE N HOU S E R OA D B S T CONC W .E . 2 7 61 .6 A PP R OX I M A T E W.E. 2747.6 POND SOIL BST GR S R 1 1 0 5 C A M P B U TLE R R O A D B S T S R 1463 M OUN T A I N V I E W R O AD B S T SOIL GR GR GR U S 2 1 B S T A P P R O X B S T POND SOIL B S T U S 21 BST B S T GR S R 1 1 06 C H E R R Y L A N E R OAD B S T B S T BST S R 1 47 1 B R U S H C R E E K R OA D B S T BST BST GR B S T BST S R 1 1 07 F OX F I R E R O A D B S T B S T BST GR BST B S T GR BST GR BST GR CONC GR BST B S T BST P A R A D I S E L AN E G R BST S R 1 106 C H E R R Y L A N E B S T GR GR B S T GR B S T BST GR US 21 GR W E 27 7 6 .3 POND GR BST PA BST BST GR GR A PP R OX U S 3 2 1 W E 280 7 .0 GR GR 8 ’ S O I L D R I V E B S T P A GR 3 6 +9 5 .0 0 2 3 .0 0 B e g . R e t a i n i ng W a ll W .E .= 28 7 1 .9 W .E .= 28 7 1 .9 B S T B S T D O E R U N 12 ’ B S T P I N E N EE D L E S T 1 2 ’ B S T U S 2 1 B S T B S T U S 2 1 B S T C O N C W .E .= 2 8 0 6 .0 S R 1 174 B S T 1 2 ’ G R 1 0 ’ B S T R E D B I R D L A N E B S T GR W.E. 2750.9 W .E . 2 757 .4 B S T C O UN T R Y D O W N S AV E N U E B S T GR POND BST H O LL Y K NO LL R OAD B S T BST S R 1 512 H O LL Y KNO L L R OAD G R GR GR B S T L I T T L E B R I DG E L AN E B S T B S T GR S O I L GR BST GR BST GR BST B S T B S T B S T BST B S T GR BST APPROX B S T B S T S O I L GR GR S R 1 4 6 4 S HA W T O W N R O A D B S T GR GR GR BST B S T GR A P P R O X A PP R O X US 321 BST B L U E R I D G E P A R K W A Y B S T W ELL I N G T O N R OA D B S T GR S A V A N NA H L AN E G R -Y 19 R E V - -Y 2 0 - -Y 22 - - Y 2 3 - -Y 25 - -Y 24 - -Y 27 - -Y 26 - -Y 1 5 - - Y 16 - - Y 17 - -Y 1 8 - - Y 2 1 - A P P R O X US 21 S R 14 67 S T OK E R R OA D B S T SOIL GR BST GR BST BST U S 2 1 B S T GR W E 2 6 1 8 .2 APPROX A P P R OX U S 2 1 2 2 ’ B S T C O N C BST 8 ’ G R GR GR GR PA S R 1 4 2 9 A N D R E W S R I D G E R O A D 1 8 ’ B S T S R 1 422 12 ’ B S T S H E R I FF R O AD S R 14 2 2 S H E R I FF R OAD 12 ’ B S T GLADE CREEK S R 1 4 2 2 F O X R I D G E R OAD 18 ’ B S T 8 ’ G R 8’ GR GR GR GR GR GR GR S R 14 3 2 S H E R I F F R O AD 1 1 ’ B S T 15 ’ B S T GR S R 1 430 S H E R I F F R OA D 12 ’ B S T O L D U S 21 14 ’ B S T GR BST GR GR C O N C B S T B S T B S T B S T B S T J O I N E S C O U R T L AN E B S T G R P A R K I N G G R P A R K I N G G R B S T 1 2 ’ B S T U S 2 1 34 ’ B S T U S 2 1 2 2 ’ B S T GR GR 10 ’ G R GR GR BST GR C ON C BST S R 1 4 26 C H E S T N U T G R OV E C H U R C H R O A D 2 5 ’ B S T S R 1 120 M A C E D O N I A C H U RC H R OA D 19 ’ B S T BST D I R T P I L E BST GR 8 ’ S O I L BST C O N C GR BST PA BST PA GR PA BST S R 1 1 1 9 NA R R O N R O A D 1 2 ’ B S T U S 21 22 ’ B S T S R 1 1 1 9 O L D U S 2 1 1 1 ’ B S T C O N C 8 ’ B S T 8 ’ B S T BST B S T 7 ’ G R 8 ’ G R J O I N E S P A R K R O A D 1 9 ’ B S T S R 11 2 1 P I N E S W A M P R OAD 24 ’ B S T GR A P P R O X GR GR S R 1 1 1 1 P U LL T A I L R OAD B S T G R BST GR BST GR GR S O I L BST POND GR B S T BST PA GR PA GR GR GR GR GR US 21 BST A R B O R L A N E S O I L U S 2 1 B S T US 21 BST B S T P A S R 14 4 4 G L AD E V A L L E Y R OA D B S T GR GR US 21 22’ BST 8 ’ S O I L 9 ’ B S T 1 0 ’ G R O L D U S 21 1 2 ’ B S T S O I L 8 ’ G R GR GR G L A D E C R EE K GLADE CREEK G L A D E C R E E K GR 14’ GR GR 1 1 ’ G R G R P A G R P A G R P A 1 4 ’ G R BST BST 10 ’ B S T 14 ’ G R U S 2 1 B S T B S T B S T BST C O N C 10 ’ S O I L B S T US 21 30’ BST SOIL 1 9 ’ B S T BST 8 ’ S O I L BST BST BST 9 ’ S O I L 1 0 ’ G R BST BST BST GR GR GR GR S O I L B S T 8 ’ G R 32 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 33 34 35 36 37 38 39 40 41 42 43 44 45 46 BEGIN EXSITING BRIDGE END EXSITING BRIDGE BEGIN CONSTRUCTION R-3101 -L-STA. 13+00.00 END CONSTRUCTION R-3101 -L-STA. 510+00.00 GRADING, DRAINAGE, WIDENING, PAVING, RESURFACING 37044.2.1 STP-0021(11)R/W PE 37044.1.1 METHOD OF CLEARING: TYPE III JOSEPH L. LAWS, PE DIVISION PROJECT MANAGER BRIDGE #2 BRIDGE #1 REGIONAL TIER DESIGN VAUGHN & MELTON CONSULTANTS SEPTEMBER 20, 2013 SEPTEMBER 16, 2011 2012 STANDARD SPECIFICATIONS BEGIN STA. 71+35.63 -L- END STA. 71+85.63 -L- BEGIN STA. 393+07.38 -L- STRUCTURE LENGTH TIP PROJECT R-3101 = 0.028 MI AND STRUCTURES END STA. 394+07.38 -L- ROADWAY LENGTH TIP PROJECT R-3101 = 9.656 MI TOTAL LENGTH TIP PROJECT R-3101 = 9.684 MI WETLAND AND SURFACE WATER IMPACTS PERMIT FUNC CLASS = T O EL K I N T O S P A R T A G R E E N H O U S E R OA D - Y 4 - S R 1 17 8 G R E E N H O U S E R OA D - Y 5 - S R 1 17 8 O L D GA R R OAD -Y 2 - S R 1478 OK L AHO M A R OAD -Y 1 - S R 11 0 0 R OA R I NG GA P R OAD -Y 3 - S R 1478 HO LL Y KN O LL R OA D - Y 6 - S R 15 1 2 CAMP BUTLER ROAD -Y8- SR 1105 F OX F I R E R OA D - Y 1 1 - S R 1 1 07 C H E R R Y L AN E - Y 14 - S R 1 10 6 G L AD E VA LL E Y R OA D - Y 17 - S R 14 4 4 D W I T T R OA D - Y 18 - S R 11 1 3 S H E R I F F R OA D - Y 2 1 - S R 14 2 2 M A C E DO N I A C H R D - Y 2 0 - S R 11 1 8 - Y 2 2 - O L D U S 2 1 O L D U S 2 1 - Y 2 5 - S R 1 1 1 9 A N D R E W S R I D G E R O A D - Y 2 3 - S R 14 2 9 P U L L T A I L R O AD -Y 15 -S R 1111 S T O K E R R O A D - Y 16 - S R 14 6 7 C OU N T R Y C L U B R D L A N E R E D B I R D M OU N T A I N V I E W R OA D - Y 7 - S R 14 6 3 C H E R R Y L A N E R O AD -Y 9 -S R 11 0 6 F OX F I R E R OA D - Y 1 2 R E V - S R 1 1 0 7 S H E R I F F R OA D - Y 19 R E V - S R 14 3 2 J O I N E S P A R K R O A D P A R K W A Y B L U E R I D G E D O W N S AV E NU E - D 1 - C OU N T R Y BRUSH CREEK ROAD -Y10-SR 1471 SHAWTOWN ROAD -Y13-SR 1464 ROAD WELLINGTON PINE SWAMP ROAD SR 1121 MACEDONIA CH RD -Y27-SR 1120 CHESTNUT GROVE CH RD -Y26-SR 1426 NARRON ROAD -Y24-SR 1119 Permit Sheet 1 of 93 Permit Sheet 2 of 93 Permit Sheet 3 of 93 Permit Sheet 4 of 93 Permit Sheet 5 of 93 Permit Sheet 6 of 93 Permit Sheet 7 of 93 Permit Sheet 8 of 93 Permit Sheet 9 of 93 Permit Sheet 10 of 93 Permit Sheet 11 of 93 Permit Sheet 12 of 93 Permit Sheet 13 of 93 Permit Sheet 14 of 93 Permit Sheet 15 of 93 Permit Sheet 16 of 93 Permit Sheet 17 of 93 Permit Sheet 18 of 93 Permit Sheet 19 of 93 Permit Sheet 20 of 93 Permit Sheet 21 of 93 Permit Sheet 22 of 93 Permit Sheet 23 of 93 Permit Sheet 24 of 93 Permit Sheet 25 of 93 Permit Sheet 26 of 93 Permit Sheet 27 of 93 Permit Sheet 28 of 93 Permit Sheet 29 of 93 Permit Sheet 30 of 93 Permit Sheet 31 of 93 Permit Sheet 32 of 93 Permit Sheet 33 of 93 Permit Sheet 34 of 93 Permit Sheet 35 of 93 Permit Sheet 36 of 93 Permit Sheet 37 of 93 Permit Sheet 38 of 93 Permit Sheet 39 of 93 Permit Sheet 40 of 93 Permit Sheet 41 of 93 Permit Sheet 42 of 93 Permit Sheet 43 of 93 Permit Sheet 44 of 93 Permit Sheet 45 of 93 Permit Sheet 46 of 93 Permit Sheet 47 of 93 Permit Sheet 48 of 93 Permit Sheet 49 of 93 Permit Sheet 50 of 93 Permit Sheet 51 of 93 Permit Sheet 52 of 93 Permit Sheet 53 of 93 Permit Sheet 54 of 93 Permit Sheet 55 of 93 Permit Sheet 56 of 93 Permit Sheet 57 of 93 Permit Sheet 58 of 93 Permit Sheet 59 of 93 Permit Sheet 60 of 93 Permit Sheet 61 of 93 Permit Sheet 62 of 93 Permit Sheet 63 of 93 Permit Sheet 64 of 93 Permit Sheet 65 of 93 Permit Sheet 66 of 93 Permit Sheet 67 of 93 Permit Sheet 68 of 93 Permit Sheet 69 of 93 Permit Sheet 70 of 93 Permit Sheet 71 of 93 Permit Sheet 72 of 93 Permit Sheet 73 of 93 Permit Sheet 74 of 93 Permit Sheet 75 of 93 Permit Sheet 76 of 93 Permit Sheet 77 of 93 Permit Sheet 78 of 93 Permit Sheet 79 of 93 Permit Sheet 80 of 93 Permit Sheet 81 of 93 Permit Sheet 82 of 93 Permit Sheet 83 of 93 Permit Sheet 84 of 93 Permit Sheet 85 of 93 Permit Sheet 86 of 93 Permit Sheet 87 of 93 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 R i p r a p A p r 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 Fi l l 0. 0 1 71 + 6 4 2 0 ' L T C o n s t . A r e a 0.01 32 71 + 6 3 1 6 ' R T C o n s t . A r e a 0.01 42 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 / C o n s t . A r e a < 0 . 0 1 0 . 0 1 7 9 8 + 2 9 3 0 ' L T R i p r a p A p r o n < 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 <0.01 9 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 R i p r a p A p r 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 R i p r a p A p r o n <0 . 0 1 11 12 1 3 2 + 5 0 3 0 ' L T F i l l / C o n s t . A r e a 0. 0 1 13 3 + 0 5 3 0 ' L T R i p r a p A p r o n <0 . 0 1 11 13 3 + 0 5 3 0 ' L T 3 0 " P I P E <0 . 0 1 6 14 1 3 5 + 6 6 2 5 ' L T C o n s t . A r e a < 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 R i p r a p A p r o n <0 . 0 1 12 13 9 + 6 9 5 5 ' L T R i p r a p D i t c h 0. 0 1 34 13 9 + 9 0 8 4 ' L T R i p r a p D i t c h <0.01 7 15 1 9 1 4 3 + 0 5 2 5 ' L T C o n s t . A r e a 0 . 0 1 0 . 0 2 20 N O T U S E D 18 2 1 1 8 3 + 6 0 2 1 ' R T C h 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 7 9 11 12 12 & 1 3 14 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 18 1 4 8 11 14 Permit Sheet 89 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 ) 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 ri p r a p a p r o n <0 . 0 1 1 1 22 3 + 1 5 2 9 ' L T 2 4 ' R C P <0 . 0 1 9 22 3 + 1 6 3 6 ' L T R i p r a p / P i p e r e m o v e < 0 . 0 1 2 2 23 0 + 9 5 1 3 ' R T C o n s t . A r e a <0 . 0 1 1 8 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 R i p r a p A p r 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 R i p r a p A p r 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 R i p r a p A p r o n <0 . 0 1 7 29 2 9 1 + 1 6 3 4 ' L T R i p r a p A p r 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 W e t l a n d < 0 . 0 1 < 0 . 0 1 32 2 9 7 + 8 3 2 6 ' L T W e t l a n d < 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 R i p r a p A p r 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 Fi l l / C o n s t . A r e a 0. 0 6 30 2 + 4 5 2 5 ' L T F i l l / C o n s t . A r e a <0 . 0 1 35 N O T U S E D 28 27 33 34 23 26 28 29 8 + 4 0 1 7 ' R T t o 29 8 + 9 3 1 6 ' R T 19 2 2 23 2 1 24 22 19 1 + 0 6 2 3 ' L T Permit Sheet 90 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 ) 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 F i l l / C o n s t . A r e a <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 F i l l / C o n s t . A r e a 0. 0 1 31 4 + 9 4 4 1 L T t o 31 7 + 2 3 4 2 ' L T Fi l l / C o n s t . A r e a 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 ) <0.01 19 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 ri p r a p a p r o n <0 . 0 1 11 30 " R C P <0 . 0 1 10 ri p r a p a p r o n <0 . 0 1 10 32 2 + 1 8 3 1 ' R T e n d w a l l <0.1 12 re t . w a l l & c u t <0.1 12 30 " R C P <0 . 1 16 30 " C C F R P M ri p r a p a p r o n <0 . 1 9 30 " C C F R P M <0.1 12 30 " C C F R P M <0 . 0 1 13 Re t . W a l l <0.01 11 33 6 + 5 0 2 0 ' R T I n l e t / 1 8 " R C P 0. 0 2 33 6 + 4 5 1 5 ' L T Ri p r a p A p r o n / 18 " 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 Ri p r a p A p r o n <0 . 0 1 11 34 4 + 3 3 2 5 ' L T 31 43 45 37 38 29 30 31 7 + 3 2 2 1 ' R T 32 2 + 2 3 3 1 ' L T 40 41 3 2 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 Permit Sheet 91 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 ) 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 . 0 1 12 30 " C C F R P M <0 . 0 1 10 Ri p r a p A p r o n <0 . 0 1 17 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 Ri p r a p A p r 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 C o n s t . A r e a < 0 . 0 1 39 3 + 5 5 L T S t r u c t u r e r e m o v a l 0.01 12 39 3 + 5 5 R T S t r u c t u r e r e m o v a l 0.01 12 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 <0.01 10 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 <0.01 15 38 5 3 4 2 3 + 6 0 4 4 ' R T R i p r a p A p r o n <0 . 0 1 9 <0.01 9 <0 . 0 1 13 <0 . 0 1 4 <0.0112 36 4 + 2 8 1 9 ' R T Co n s t . o f 6 ' x 7 ' RC B C 37 2 + 6 1 3 0 ' R T 44 1 + 9 4 3 3 ' L T 44 2 + 3 1 2 9 ' R T 34 9 + 3 6 2 5 ' R T 34 9 + 3 4 2 2 ' L T 36 4 + 4 9 2 0 ' L T 46 3 2 40 5 4 36 49 50 37 52 33 4 7 34 48 Permit Sheet 92 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 ) 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 Co n s t . o f 7 2 " R C P 0 . 0 1 2 8 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 4 0 ' L T 3 0 " C S P 0. 0 1 0. 0 1 11 50 3 + 2 5 2 1 ' R T H e a d w a l l & D i t c h 0. 0 1 42 56 57 45 58 349 TO T A L : 0. 1 8 0 . 1 8 0 . 0 4 0 . 0 0 0 . 0 0 0 . 5 0 0 . 1 0 1 8 6 2 46 7 + 7 3 2 3 ' L T 55 Permit Sheet 93 of 93 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 CONSTRUCTION PRELIMINARY 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 : STATE STATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO.TOTAL SHEETS N.C.SHEET 1 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 : 0 9 /0 8 /9 9 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 0 0 1 9 -J U L -2 0 1 3 1 2 :4 2 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _t s h _0 8 1 0 1 6 .d g n $$$$U S E R N A M E $$$$ T I P P R O J E C T :R -3 1 0 1 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 SIGNATURE P.E.DATE C O N T R A C T :C 2 0 3 3 8 6 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 -Y 1 - -Y 2 - -Y 2 --Y 3 - -Y5- -Y 9 --Y 1 0 --Y 1 1 --Y 1 4 - -Y 4 - -Y 6 - -Y 5 - -Y 7 - -Y 8 - -Y 1 2 R E V --Y 1 3 - A P P R O X I M A T E A P P R O X I M A T E A P P R O X I M A T E 9 ’ G R CONC CONC CONC S R 1 4 7 8 R O A R I N G G A P R O A D B S T BST BST S R 1 1 0 0 O K L A H O M A R O A D B S T S R 1 4 7 8 O L D G A R R O A D B S T BST W .E . 2 7 5 9 .3 A P P R O X I M A T E W .E . 2 7 7 6 .1 A P P R O X I M A T E BS T BST 1 0 ’ B S T C O N C GR BST GR BST B S T GR B S T CON C BST BST BST BST GR BST CONC O L D B E A U B L V D B S T C O U N T R Y C L U B R D B S T BS T GR BS T CON C B S T BST US 2 1 BST B S T BST GOLF C A R T P A T H B S T BST GR W .E .= 2 8 0 6 .0 W .E .= 2 7 9 8 .5 BST S R 1 1 7 8 G R E E N H O U S E R O A D B S T CON C W .E . 2 7 6 1 .6 A P P R O X I M A T E W.E. 2 7 4 7 . 6 PON D SOI L BST GR S R 1 1 0 5 C A M P B U T L E R R O A D B S T S R 1 4 6 3 M O U N T A I N V I E W R O A D B S T SOI L GR GR GR U S 2 1 B S T A P P R O X B S T POND SOIL BST U S 2 1 BST BST GR S R 1 1 0 6 C H E R R Y L A N E R O A D B S T BST BST S R 1 4 7 1 B R U S H C R E E K R O A D B S T BST BST GR BST BST S R 1 1 0 7 F O X F I R E R O A D B S T BST BST GR BST B S T GR BST GR BST GR CONC GR BST BST BST P A R A D I S E L A N E G R BST S R 1 1 0 6 C H E R R Y L A N E B S T GR GR B S T GR BST BST GR US 21 GR WE 2776.3 POND GR BST PA BST BST GR GR A P P R O X U S 3 2 1 WE 2807.0 GR GR 8 ’ S O I L D R I V E BST PA GR 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 W .E .= 2 8 7 1 .9 W .E .= 2 8 7 1 .9 B S T BST D O E R U N 1 2 ’ B S T P I N E N E E D L E S T 1 2 ’ B S T U S 2 1 B S T B S T U S 2 1 B S T C O N C W .E .= 2 8 0 6 .0 S R 1 1 7 4 B S T 1 2 ’ G R 1 0 ’ B S T R E D B I R D L A N E B S T GR W.E. 2 7 5 0 . 9 W.E . 2 7 5 7 . 4 B S T C O U N T R Y D O W N S A V E N U E B S T GR PON D BST H O L L Y K N O L L R O A D B S T BST S R 1 5 1 2 H O L L Y K N O L L R O A D G R GR GR BS T L I T T L E B R I D G E L A N E B S T B S T GR S O I L GR BST GR BST GR BST B S T BST BST BST B S T GR BST APPROX B S T B S T S O I L GR GR S R 1 4 6 4 S H A W T O W N R O A D B S T GR GR GR BST BST GR APPROX APPROX US 321 BST B L U E R I D G E P A R K W A Y B S T W E L L I N G T O N R O A D B S T GR S A V A N N A H L A N E G R -Y 1 9 R E V - -Y 2 0 - -Y 2 2 - -Y 2 3 --Y 2 5 --Y 2 4 --Y 2 7 --Y 2 6 - -Y 1 5 - -Y 1 6 - -Y 1 7 - -Y 1 8 - -Y 2 1 - APPR O X US 2 1 S R 1 4 6 7 S T O K E R R O A D B S T SOIL GR BST GR BST BST U S 2 1 B S T GR WE 2 6 1 8 . 2 APPRO X APPR O X U S 2 1 2 2 ’ B S T C O N C BST 8’ GR GR GR GR P A S R 1 4 2 9 A N D R E W S R I D G E R O A D 1 8 ’ B S T S R 1 4 2 2 1 2 ’ B S T S H E R I F F R O A D S R 1 4 2 2 S H E R I F F R O A D 1 2 ’ B S T GLA D E C R E E K S R 1 4 2 2 F O X R I D G E R O A D 1 8 ’ B S T 8 ’ G R 8’ GR GR GR GR GR GR GR S R 1 4 3 2 S H E R I F F R O A D 1 1 ’ B S T 1 5 ’ B S T GR S R 1 4 3 0 S H E R I F F R O A D 1 2 ’ B S T O L D U S 2 1 1 4 ’ B S T GR BST GR GR CONC BST BST BST BST BST J O I N E S C O U R T L A N E BST G R P A R K I N G G R P A R K I N G G R BST 1 2 ’ B S T U S 2 1 3 4 ’ B S T U S 2 1 2 2 ’ B S T GR GR 10’ GR GR GR BST GR C O N C BST S R 1 4 2 6 C H E S T N U T G R O V E C H U R C H R O A D 2 5 ’ B S T S R 1 1 2 0 M A C E D O N I A C H U R C H R O A D 1 9 ’ B S T BST D I R T P I L E BST GR 8 ’ S O I L BST C O N C GR BST PA BST PA GR PA BST S R 1 1 1 9 N A R R O N R O A D 1 2 ’ B S T U S 2 1 2 2 ’ B S T S R 1 1 1 9 O L D U S 2 1 1 1 ’ B S T CONC 8 ’ B S T 8 ’ B S T BST BST 7 ’ G R 8 ’ G R J O I N E S P A R K R O A D 1 9 ’ B S T S R 1 1 2 1 P I N E S W A M P R O A D 2 4 ’ B S T GR A P P R O X GR GR S R 1 1 1 1 P U L L T A I L R O A D B S T GR BST GR BST GR GR S O I L BST POND GR B S T BST PA GR PA GR GR GR GR GR US 21 B S T A R B O R L A N E S O I L U S 2 1 B S T US 21 B S T B S T P A S R 1 4 4 4 G L A D E V A L L E Y R O A D B S T GR GR US 21 22’ BST 8’ S O I L 9 ’ B S T 1 0 ’ G R O L D U S 2 1 1 2 ’ B S T S O I L 8’ GR GR GR G L A D E C R E E K GLAD E C R E E K G L A D E C R E E K GR 14’ GR GR 11’ GR GR PA GR P A GR P A 1 4 ’ G R BST BST 1 0 ’ B S T 1 4 ’ G R U S 2 1 B S T BS T B S T BST CONC 1 0 ’ S O I L B S T US 21 30’ BST SOIL 1 9 ’ B S T BST 8’ SOIL BST BST BST 9 ’ S O I L 1 0 ’ G R BST BST BST GR GR GR GR S O I L B S T 8 ’ G R 3 2 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 17 18 19 20 21 22 23 24 25 2 6 2 7 2 8 2 9 3 0 3 1 3 3 3 4 3 5 3 6 3 7 38 39 40 41 42 43 44 45 46 G R A D I N G , D R A I N A G E , P A V I N G , 37044.2.1 STP-0021(11)R/W PE 37044.1.1 JOSEPH L. LAWS, PE DIVISION 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 37044.3.1 STP-0021 (14) -D 2 - D O W N S A V E N U E -D 1 - C O U N T R Y SIGNATURE:P.E.37044.2.UI STP-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 L K I N T O S P A R T A G R E E N H O U S E R O A D -Y 4 - S R 1 1 7 8 G R E E N H O U S E R O A D -Y 5 - S R 1 1 7 8 O L D G A R R O A D -Y 2 - S R 1 4 7 8 O K L A H O M A R O A D -Y 1 - S R 1 1 0 0 R O A R I N G G A P R O A D -Y 3 - S R 1 4 7 8 H O L L Y K N O L L R O A D -Y 6 - S R 1 5 1 2 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 I R E R O A D -Y 1 1 -S R 1 1 0 7 C H E R R Y L A N E -Y 1 4 -S R 1 1 0 6 G L A D E V A L L E Y R O A D -Y 1 7 -S R 1 4 4 4 D W I T T R O A D -Y 1 8 -S R 1 1 1 3 S H E R I F F R O A D -Y 2 1 -S R 1 4 2 2 M A C E D O N I A C H R D -Y 2 0 -S R 1 1 1 8 -Y 2 2 -O L D U S 2 1 O L D U S 2 1 -Y 2 5 -S R 1 1 1 9 A N D R E W S R I D G E R O A D -Y 2 3 -S R 1 4 2 9 P U L L T A I L R O A D - Y 1 5 - S R 1 1 1 1 S T O K E R R O A D -Y 1 6 -S R 1 4 6 7 C O U N T R Y C L U B R D L A N E R E D B I R D M O U N T A I N V I E W R O A D -Y 7 - S R 1 4 6 3 C H E R R Y L A N E R O A D -Y 9 -S R 1 1 0 6 F O X F I R E R O A D -Y 1 2 R E V -S R 1 1 0 7 S H E R I F F R O A D -Y 1 9 R E V -S R 1 4 3 2 J O I N E S P A R K R O A D P A R K W A Y B L U E R I D G E BRUSH CREEK ROAD -Y10-SR 1471 SHAWTOWN ROAD -Y13-SR 1464 ROAD WELLINGTON PINE SWAMP ROAD SR 1121 MACEDONIA CH RD -Y27-SR 1120 CHESTNUT GROVE CH RD -Y26-SR 1426 NARRON 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 }T p Q l e ]/b H - F r a m e P o l e O O 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 Line 4 I H a 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 Line n c 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 o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS:Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ?CONC CONC WW v v 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 M W W S 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 Information E.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 FO W W TV TV TV 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 1 2 /0 5 /1 1 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 Boring UST 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 D D D E 1 D 1 U C 1 C1 D1 D D D D D D D D 0 .0 8 2 :1 E1 T D D D D SHOULDER D D D D 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 GR P.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 /9 9 1 9 -J U L -2 0 1 3 1 2 :5 0 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _t y p _0 8 1 0 1 5 .d g n $$$$U S E R N A M E $$$$ D 2 U E X I S T . E X I S 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 :1 2 :1 D 6 ’ D 1 E 1 D D D R 1 C 1 D D V a r . 4 ’ D P . S . 2 ’ D D " 2 1 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 .0 2 T 2 :1 6’D1 E1 R2 C1 Var.D D D D 6"2 :1 2’D D D D D D D D 2’P.S.VALLEY GUTTER DETAIL "2 1 12 GRADE TO THIS LINE POINT CROWN D D D D D D E 1 D 1 U C 1 C1 D1 D D D D D D D D 0 .0 8 2 :1 E1 T D D D D SHOULDER D D D D 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 GR P.S. P . S . 6 ’ 8 ’ U E X I S T .E X I S T . 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 D D D E 1 D 1 U C 1 C1 D1 D D D D D D D D 0 .0 8 2 :1 E1 T D D D D SHOULDER D D 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 GR P.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 W W 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 "2 1 12 " 2 1 1 2 "2 1 12 " 2 1 1 2 3""2 1 12 " 2 1 1 2 " 2 1 2 " 2 1 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 " 2 1 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 V W 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 /9 9 1 9 -J U L -2 0 1 3 1 2 :5 0 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _t y p _0 8 1 0 1 5 .d g n $$$$U S E R N A M E $$$$GRADE TO THIS LINE D D D D D 0 .0 8 2 :1 D D D 0.02 0. 0 2 D D 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 D D D E 1 D 1 U C 1 C1 D1 D D D D D D D D 0 .0 8 2 :1 E1 T D D D D D D D D 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 ’ P.S. P . S . U E X I S T .E X I S T . VAR V A R VAR 10’ - 12’ VAR 1 0 ’ - 1 2 ’ SHOULDER 4-8’7-11’ / W GR 4-6’0-2’2’ - 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 D D D E 1 D 1 U C 1 C1 D1 D D D D D D D D 0 .0 8 2 :1 E1 T D D D D SHOULDER D D D D 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 GR P.S. P . S . 6 ’ 8 ’ U E X I S T .E X I S 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 "2 1 12 " 2 1 1 2 "2 1 12 " 2 1 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 V W 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 /9 9 1 9 -J U L -2 0 1 3 1 2 :5 0 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _t y p _0 8 1 0 1 5 .d g n $$$$U S E R N A M E $$$$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 D D D U C1 D1 D D D D D 0 .0 8 2 :1 E1 T D D D D SHOULDER D D D D 6’8’11’ / W GR P.S.2’U E X I S T . E X I S T . VAR VAR 10’ - 12’ C 1 VAR 12’ - 15’0’ - 5’ V A R . D D V A R 9 ’ - 1 1 ’ E X I S T I N G 2 :1 4 :1 D D 8’GRADE TO THIS LINE POINT CROWN D D D U C1 D1 D D D D D 0 .0 8 2 :1 E 1 T D D D D S H O U L D E R D D D D 6 ’ 8 ’ 1 1 ’ / W G R P . S . 2 ’ U E X I S T .E X I S T .VA R VAR 10’ - 12’ C1 VAR 12’ - 15’0’ - 5 ’ V A R .D D VAR 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 .0 2 * 0 .0 2 * * -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 " 2 1 2 " 2 1 2 " 2 1 2 GRADE TO THIS LINE D D D D D 0 .0 8 2 :1 D D D 0.02 0 . 0 2 D D 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""2 1 12 "2 1 12 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 V W 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 CROWN U VAR.VAR.EXISTING V A R . T V A R .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 " 2 1 2 " 2 1 2 " 2 1 2 C1 *D D 3" C 3 C 3 TYPICAL SECTION NO. 10 POINT CROWN U V A R . T V A R .T U TYPICAL 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 /9 9 1 9 -J U L -2 0 1 3 1 2 :5 0 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _t y p _0 8 1 0 1 5 .d g n $$$$U S E R N A M E $$$$-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 D D V D D VAR VAR VAR EXISTING EXISTING VAR VAR 2’-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 .0 8 T GRADE TO THIS LINE POINT GRADE C1 0 .0 8 T 0.02 D D C1 D D D D 0.02 J J -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)V A R . V A 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 "2 1 8 "2 1 8 C2 E3 C2 E3 PAVEMENT 1 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 V W 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 , 2 8 ’2 4 ’ 2 4 ’ HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 4 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 4 R-3101 M A T C H L I N E -L - S T A . 2 1 +0 0 S H E E T 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 1 5 " C M P 1 5 " C M P 1 5 " C M P 1 5 " C M P H W R O C K I N V =2 9 6 0 .2 5 I N V =2 9 6 2 .6 1 INV=2968.64 I N V =2 9 7 0 .3 7 I N V = 2 9 7 1 .5 3 I N V =2 9 7 3 .1 8 INV=2973.63 I N V =2 9 7 4 .5 3 A P P R O X I M A T E A P P R O X I M A T E APPROX SCRUB SCRUB M T L 1 2 3 4 6 5 9 1 2 " C M P 9 ’ G R 7 8 U S 2 1 D E C K M T L S R 1 1 0 0 O K L A H O M A R O A D B S T 1 .5 S R O C K D S R 1 4 7 8 O L D G A R R O A D B S T G A T E h R W M O N 6 0 .0 0 ’ 4 0 .0 0 ’ 4 0 .0 0 ’ E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W DB 39 PG 95 DB 38 PG 1 DB 34 PG 143 DB 39 PG 98 DB 39 PG 97 DB 39 PG 96 DB 35 PG 196 DB 35 PG 201 DB 35 PG 48 DB 35 PG 54 DB 35 PG 46 DB 34 PG 179 DB 34 PG 149 DB 34 PG 146 DB 33 PG 446 DB 33 PG 471 DB 33 PG 441 DB 35 PG 43 DB 35 PG 35 DB 35 PG 25 DB 33 PG 494 DB 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 95 DB 38 PG 1 DB 34 PG 143 DB 39 PG 98 DB 39 PG 97 DB 39 PG 96 DB 35 PG 196 DB 35 PG 201 DB 35 PG 48 DB 35 PG 54 DB 35 PG 46 DB 34 PG 179 DB 34 PG 149 DB 34 PG 146 DB 33 PG 446 DB 33 PG 471 DB 33 PG 441 DB 35 PG 43 DB 35 PG 35 DB 35 PG 25 DB 33 PG 494 DB 37 PG 28 H I S T O R I C P R O P E R T Y R O A R I N G G A P T E A H O U S E A T DB 34 PG 184 DB 38 PG 313 DB 35 PG 199 DB 35 PG 206 DB 35 PG 28 DB 35 PG 207 DB 34 PG 386 DB 34 PG 274 DB 34 PG 224 DB 34 PG 144 DB 35 PG 58 DB 35 PG 127 DB 39 PG 119 DB 39 PG 118 DB 39 PG 99 DB 39 PG 299 DB 39 PG 571 DB 39 PG 279 DB 43 PG 49 DB 242 PG 627 DB 224 PG 761 DB 224 PG 925 1 2 3 4 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 ROARING GAP INCORPORATED ROARING GAP INCORPORATED 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 9 .1 2 ’+6 5 .0 4 h R W M O N 1 0 P C S t a . 1 1 +4 7 .6 1 1 5 P T S t a . 1 5 +1 3 .2 3 2 0 1 0 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+79.08 PI Sta 15+61.24 L = 85.43’T = 43.44’R = 190.99’D D D D - L - - Y 1 - -Y 2 - -Y 1 -P O T S t a . 1 0 +0 0 .0 0 P C P T P T P C P T P C - 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 -Y 1 - 1 8 " F S F S 7 S.Y. FILTER FABRIC RIP RAP WITH 2 TONS CLASS ’B’ 1 8 " 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 FABRIC RIP RAP WITH 3 TONS CLASS ’B’ 4 - 1 4 - 3 4-6 4-7 4 - 2 4-4 2 G I - A 2 G I - A 30.00 +85.00 + 8 0 . 0 0 3 5 . 0 0 F l a t t e r 4 :1 o r 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 -S E C T . S E E - L - S T A . 1 8 + 0 0 T O 1 8 + 8 0 L T 1 8 "FLAT GRATE TBDI W/FLAT GRATE TBDI W/R E M O V E 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .DETAIL 19 F F F 55.00 R/W +95.00 55.00 R/W +20.00 R/W 30.00 +45.00 -Y2-35.00 R/W +95.00 3 5 . 0 0 R/ W + 7 5 . 0 0 5 0 . 0 0 R/ W + 8 0 . 0 0 45.00 R/W +00.00 3 5 . 0 0 R/ W + 6 0 . 0 0 R/ W 4-5 4-8 R E M O V E 1 8 " 6 0 ’ 6 0 ’ 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 49.00 18+50.00 47.00 18+95.00 35.00 17+50.00 42.00 18+00.00 39.00 2 0 +5 0 .0 0 3 9 .0 0 21+00.00 40.00 19.88 26.51 20+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 -Y 2 - 1 0 +3 0 .0 0 1 2 + 0 0 . 0 0 1 5 + 6 5 . 0 0 1 6 + 3 0 . 0 0 R \ W , 8 7 20+00.00 19+50.00 60.00 60’, 47’ 3 0 . 0 0 , R \ W 3 0 . 0 0 , R \ W R \ W 18+84.00 R\W 6 5 ’ , 8 7 ’ 2 0 ’ 1 7 ’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 +0 0 +0 0 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 C C C C F C F C F C F C F C F F F -B L - 1 6 5 5 +0 0 .0 0 P O T 8 +8 1 .8 8 P O T - B Y 3 6 - 1 6 3 5 +0 0 .0 0 P O T P O T 5 +0 0 .0 0 -B L -G P S R 3 1 0 1 -7 9 +3 6 .7 4 P I N C B M 1 2 9 8 2 .8 3 N A D 8 3 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 2 8 ’2 4 ’ 2 8 ’ 2 4 ’ C B 1 5 " C M P HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 5 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 5 R-3101 M A T C H L I N E -L - S T A . 2 1 +0 0 S H E E T 4 M A T C H L I N E -L - S T A . 3 3 +0 0 S H E E T 6 F O R - L - P R O F I L E S E E S H E E T 4 7 A L L D R I V E W A Y R A D I I A R E 1 5 ’ U N L E S S N O T E D U N L E S S O T H E R W I S E N O T E D A L L R / W M O N U M E N T S H A V E A 3 0 ’ O F F S E T N O T E S R A D I U S O N - Y - L I N E S T I E A L L P A V E D S H O U L D E R S A T T H E E N D O F T H E F O R - Y 2 - & - Y 3 - P R O F I L E S S E E S H E E T 6 9 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 5 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION S C R U B S C R U B S C R U B 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 19 20 2 1 MTL MTL 2 S F D R O C K W A L L B L O C K W A L L B S T B U S 1 S R O C K B U S 1 S F S 1 .5 S F D 1 S F D 1 S F D S R 1 4 7 8 R O A R I N G G A P R O A D B S T P I N E N E E D L E S T 1 2 ’ B S T B S T M T L M T L G S R 1 4 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 R E B A R R E B A R R E B A R E I P R E B A R E I P E I P P K N A I L E I P P K N A I L P K N A I L P K N A I L N 5 2 3 7 ’ 5 5 "W 1 0 9 . 1 4 ’ N 7 5 2 0 ’3 3 "W 1 0 4 .8 0 ’ E I P -C O R 2 9 .8 1 R /W -E I P N 0 8 5 5 ’ 0 9 " E 1 5 0 . 1 1 ’ S 3 3 1 1 ’0 7 "W 1 4 .3 4 ’N 2 5 5 5 ’4 0 "E 1 4 .3 0 ’ N 1 8 2 6 ’5 7 "E 1 4 .2 5 ’ N 7 6 2 6 ’ 5 5 " W 4 . 7 3 ’ N 4 7 4 4 ’2 9 "E 1 5 7 .9 1 ’N 3 4 3 4 ’5 7 "E 6 9 .7 9 ’ N 1 2 5 8 ’5 8 "E 5 5 .2 2 ’ N 8 7 4 0 ’3 1 "W 4 3 .1 0 ’ N 8 7 4 0 ’3 1 "W 3 0 5 .3 9 ’ N 1 3 4 1 ’5 6 "E 6 1 0 .1 8 ’ S 8 5 2 1 ’2 6 "E 1 0 7 .4 2 ’ E I P -R /W 2 9 .7 0 ’ R /W -E I P N 3 2 3 0 ’2 8 "E 1 3 5 .0 9 ’N 1 8 4 3 ’5 8 "E 1 1 4 .2 6 ’N 6 3 0 3 ’3 5 "E 1 8 6 .0 9 ’N 3 6 4 0 ’3 0 "E 1 0 1 .8 2 ’N 7 5 4 1 ’3 5 "W 3 9 .9 8 ’N 3 3 2 4 ’5 4 "E 6 6 .5 3 ’N 2 6 2 5 ’4 5 "E 6 6 .7 0 ’N 2 6 4 8 ’0 0 "E 3 2 .5 0 ’N 4 7 0 3 ’3 6 "E 4 0 .0 0 ’ 3 2 .0 0 ’ E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R / W E X I S T I N G R / W N 7 5 2 4 ’1 5 "E 4 0 2 .0 7 ’ 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 I N N K E E P E R ’ S H I S T O R I C P R O P E R T Y H O L L I D A Y 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. LINEBERGER WALTER SULLIVAN LINEBERGER, JR.PB 9 PG 355 DB 275 PG 863 PB 9 PG 355 DB 275 PG 871 DB 34 PG 184 DB 38 PG 313 DB 35 PG 199 DB 35 PG 206 DB 35 PG 28 DB 35 PG 207 DB 34 PG 386 DB 34 PG 274 DB 34 PG 224 DB 34 PG 144 DB 35 PG 58 DB 35 PG 127 DB 39 PG 119 DB 39 PG 118 DB 39 PG 99 DB 39 PG 299 DB 39 PG 571 DB 39 PG 279 DB 43 PG 49 DB 242 PG 627 DB 224 PG 761 DB 224 PG 925 DB 39 PG 95 DB 38 PG 1 DB 34 PG 143 DB 39 PG 98 DB 39 PG 97 DB 39 PG 96 DB 35 PG 196 DB 35 PG 201 DB 35 PG 48 DB 35 PG 54 DB 35 PG 46 DB 34 PG 179 DB 34 PG 149 DB 34 PG 146 DB 33 PG 446 DB 33 PG 471 DB 33 PG 441 DB 35 PG 43 DB 35 PG 35 DB 35 PG 25 DB 33 PG 494 DB 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 7 8 2 5 3 10 F G G N E W , L L C W I L L I A M A . B U R N E T T E 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. LINEBERGER ROARING GAP INCORPORATED R O A R I N G G A P I N C O R P O R A T E D D B 2 2 0 P G 7 6 7 2 1 .4 6 ’ R /W -C O R 3 2 .3 6 ’ P K N A I L -R /W E X I S T I N G R / W E X I S T I N G R / W 3 4 . 0 2 ’ +6 6 . 4 6 1 9 .8 2 ’+3 0 .8 9 32.76’+99.71 2 5 3 0 1 5 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 - -Y 2 - -Y 3 - P T P C P T P C - 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 1 8 " 2 4 " 3 0 "1 8 "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 FABRIC RIP RAP WITH 5 TONS CLASS ’B’ J A C K B O R E A N D JACK BORE 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 FABRIC RIP RAP WITH 2 TONS CLASS ’B’ A B A N D O N P L U G A N D ABANDON PLUG 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 " 2 0 :1 1 0 :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 ’ M i n .GI etc.C Proposed Ditch L S = D i t c h S l o p e S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .DETAIL 19 1 8 " 5 0 . 1 4 + 4 7 . 3 2 STEEL GRATE TBDI W/ FLAT PES 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 80.00 R\W +35.00 80.00 R\W +30.00 80.00 R\W +55.00 35.00 R\W +05.00 35.00 R\W +85.00 40.00 R\W +20.00 40.00 R\W +90.00 5 - 5 5 - 4 5-6 5-7 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 6 0 ’ 6 0 ’ 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 42.94 31+00.00 50.00 31+50.00 77.00 32+00.00 90.00 32+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\W 31+10.00 23.00 End 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 2 7 ’ 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-1 50’R 10’R 40’R 10’R 5 0 ’ R 2 0 ’ R 4 0 ’ R 4 0 ’ R DISTURB DO 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 F C C C C C C C C F -B L - 2 1 2 4 +5 1 .4 4 P I N C -B L -G P S R 3 1 0 1 -8 1 8 +4 8 .5 1 P I N C 9 +3 4 .5 4 P O T 5 +0 0 .0 0 P O T -B Y - 7 7 P O T 5 +0 0 .0 0 8 + 4 8 .0 5 P O T - B Y 1 - 8 0 1 8 " C M P 1 5 " C M P 1 5 " C M P 1 5 " C M P 2 4 " C M P C B H W R O C K INV=2923.57 I N V .=2 9 3 2 .0 1 I N V .=2 9 3 5 .1 5 INV=2936.63 INV=2944.70 I N V .=2 9 4 9 .3 9 I N V .= 2 9 5 0 .6 0 I N V .=2 9 5 1 .8 4 I N V .=2 9 5 8 .5 2 I N V .=2 9 6 2 .0 1 I N V =2 9 6 4 .7 2 I N V .=2 9 7 2 .2 6 I N V =2 9 7 3 .0 1 I N V =2 9 4 6 .2 5 N A D 8 3 2 8 ’2 4 ’ 2 8 ’ 2 4 ’ HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 6 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 6 R-3101 M A T C H L I N E -L - S T A . 3 3 +0 0 S H E E T 5 M A T C H L I N E -L - S T A . 4 5 +0 0 S H E E T 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 G E T I N V E R T U N A B L E T O 1 8 " C M P 1 8 " C M P H W R O C K H W R O C K I N V =2 8 7 9 .4 0 I N V = 2 8 9 9 . 4 7 INV=2900.21 I N V =2 9 1 1 .2 3 I N V =2 9 1 2 .7 2 W .E .= 2 8 7 1 .9 W .E .= 2 8 7 1 .9 2 2 2 5 2 6 2 7 2 8 2 9 3 0 1 S F D 1 .5 S F D W D D E C K C O N C C O N C C O N C 1 S F D BST D O E R U N 1 2 ’ B S T W D S T E P R O C K W A L L G 1 S F D 1 S F D W 3 6 3 9 3 2 3 3 S B S T B S T B S T M T L B S T C O N C 3 7 3 8 31 E L *3 4 0 1 R O C K W A L L R O C K W A L L 1 5 " R C P T A N K S E P T I C 3 5 T S S t a . 3 7 +5 0 .9 8 S C S t a . 3 9 +5 0 .9 8 4 0 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 - 4 5 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 R A 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 6 0 ’ 6 0 ’ 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 35.00 42+00.00 67.00 42+50.00 70.00 43+43.05 50.88 43+00.00 62.00 43+03.00 3 6 + 8 0 . 0 0 3 8 + 4 0 . 0 0 43+55.00 44+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’, PDE 43+25.00 55, 40 43+75.00 43+59.00 52.00 4 4 +0 0 .0 0 4 8 .0 0 4 5 +5 0 .0 0 5 5 . 0 0 R \ W 5 5 . 0 0 R \ W 50.00 R\W 8 7 . 6 8 P L 65.95 PL 4 6 .4 8 P L 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, 35.00 42+95.00 PUE, 65’50.00 R\W, 37.00 PUE PUE PUE 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 C C F C F C F C F C F C F C F C F C F F S H O W N I N P B 9 P G 3 5 5 2 0 ’ R /W E A S E M E N T P R I V A T E R /W E A S E M E N T A S I N P B 1 P G 4 2 0 ’ R /W E A S E M E N T P B 9 P G 3 5 5 P K N A I L P K N A I L P K N A I L P K N A I L P K N A I L E I P R E B A R E I P E I P E I P E I P N 8 7 3 2 ’3 1 "W E I P 4 0 1 .4 4 ’ E I P -C O R 3 0 .2 4 R /W -E I P S 8 8 1 4 ’3 7 "E 3 8 1 .9 5 ’ N 8 0 1 2 ’3 9 "E N 8 7 4 5 ’2 2 "E 2 0 0 .9 0 ’ N 3 7 1 9 ’0 0 " W 4 0 .4 1 ’ N 3 7 2 5 ’0 3 " W 7 4 .5 9 ’ N 2 6 4 8 ’0 0 "E 3 2 .5 0 ’ N 2 2 5 7 ’4 2 "E 9 9 .1 3 ’ N 1 6 4 2 ’4 7 "E 5 1 .5 5 ’ N 0 2 1 7 ’2 9 "E 2 9 .1 8 ’ N 0 6 4 7 ’5 8 "W 1 9 .3 0 ’ N 1 9 2 6 ’ 4 1 " W 4 4 . 1 6 ’ N 2 8 1 9 ’2 8 " W 7 0 .4 3 ’ N 2 8 5 2 ’2 6 " W 4 6 .9 7 ’ N 6 5 1 6 ’1 0 "E 9 2 .1 7 ’ N 5 5 0 5 ’3 3 "E 5 3 .8 2 ’ N 4 3 4 3 ’1 1 "E 6 3 .7 6 ’N 2 6 0 4 ’3 2 "E 7 9 .6 9 ’ N 3 9 3 0 ’1 8 "E 4 4 .3 3 ’N 6 4 4 3 ’2 5 "E 3 6 .7 8 ’ N 5 5 3 6 ’4 7 "E 8 0 .3 8 ’ N 7 7 3 0 ’0 0 "W 2 2 8 .8 0 ’N 7 7 2 9 ’5 9 "W 1 1 .9 3 ’N 1 3 5 2 ’0 0 "E 4 2 .8 3 ’N 1 3 0 0 ’0 0 "E 9 1 .0 0 ’N 1 3 0 0 ’0 0 "E N 7 7 2 5 ’0 0 "W 9 0 .0 0 ’N 7 7 3 0 ’0 0 "W 7 5 .0 0 ’N 8 6 4 2 ’3 0 "W 1 7 6 .4 5 ’N 7 8 4 7 ’3 0 "W 1 4 0 .1 9 ’N 7 8 4 7 ’3 0 "W 3 6 .8 1 ’N 0 2 2 4 ’3 0 "W 1 2 5 .6 8 ’N 1 3 0 0 ’4 3 "E 1 3 1 .3 8 ’N 1 2 5 8 ’1 4 "E 0 .9 8 ’ R /W -E I P 1 3 2 .6 2 ’ C O R -R /W N 1 3 0 0 ’3 7 "E 3 .5 4 ’1 .2 9 ’ R E B A R -R /W 1 3 0 .5 9 ’ C O R -R E B A R N 1 3 3 2 ’2 0 "E N 2 1 4 1 ’3 7 "W 1 0 0 .2 7 ’ R /W -C O R 1 .3 6 ’ E I P -R /W P R I V A T E R /W E A S E M E N T A S I N P B 1 P G 4 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W 3 0 .0 0 ’ 2 0 ’ R /W E A S E M E N T P B 9 P G 3 5 5 2 0 . 0 0 ’ S H O W N I N P B 9 P G 3 5 5 2 0 ’ R /W E A S E M E N T 2 0 .0 0 ’ N 3 2 2 9 ’2 4 "E 1 0 1 .2 4 ’ N 3 2 1 2 ’4 5 "E 1 7 2 .0 0 ’ 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. BLACKMON AND PHILLIP R. BLACKMON DB 111 PG 266 DB 250 PG 670 PATSY B. MURPHY AND WADE H. MURPHY P B 9 P G 3 5 5 D B 2 7 5 P G 3 2 9 A N D A N N E S . C A V I N E S S W I L L I A M B . C A V I N E S S DB 063 PG 250 DB 255 PG 1449 DB 34 PG 184 DB 38 PG 313 DB 35 PG 199 DB 35 PG 206 DB 35 PG 28 DB 35 PG 207 DB 34 PG 386 DB 34 PG 274 DB 34 PG 224 DB 34 PG 144 DB 35 PG 58 DB 35 PG 127 DB 39 PG 119 DB 39 PG 118 DB 39 PG 99 DB 39 PG 299 DB 39 PG 571 DB 39 PG 279 DB 43 PG 49 DB 242 PG 627 DB 224 PG 761 DB 224 PG 925 DB 39 PG 95 DB 38 PG 1 DB 34 PG 143 DB 39 PG 98 DB 39 PG 97 DB 39 PG 96 DB 35 PG 196 DB 35 PG 201 DB 35 PG 48 DB 35 PG 54 DB 35 PG 46 DB 34 PG 179 DB 34 PG 149 DB 34 PG 146 DB 33 PG 446 DB 33 PG 471 DB 33 PG 441 DB 35 PG 43 DB 35 PG 35 DB 35 PG 25 DB 33 PG 494 DB 37 PG 28 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 9 1 0 1 1 1 2 2 6 13 14 2 0 9 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. WHITE KEVIN B. KIMREY ROARING GAP INCORPORATED DB 259 PG 75 PB 1 PG 4 P B 1 P G 4 D B 1 4 4 P G 8 8 1 D B 2 2 0 P G 7 6 7 PB 1 PG 4 DB 274 PG 171 PB 1 PG 39 16 1 3 0 .3 3 ’ E I P -C O R 3 1 .7 3 ’ R /W -E I P 2 0 .2 6 ’ +5 2 .0 6 2 0 .8 3 ’+6 4 .9 6 2 2 .4 1 ’+1 3 .0 9 F S FS 7 S.Y. FILTER FABRIC RIP RAP WITH 2 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 ’ PES 1 8 " 1 8 "PES 6 - 6 6-9 6-7 6-10 2 G I - D HEADWALL REMOVE 1 8 "6-8 + 4 0 . 0 0 1 8 " 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 1 8 " R E M O V E 2 0 : 1 1 0 :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 ’ M i n . 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 ’ M a x . D E T A I L 1 9 FLAT GRATE TBDI 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 35.00 R\W +60.00 4 0 . 0 0 R \ W + 6 0 . 0 0 40.00 R\W +90.00 45.00 R\W +30.00 6 - 1 6 - 2 6 - 3 6 - 4 6 - 5 45.00 R\W +50.00 -B L - 2 2 3 4 +9 0 .8 1 P I N C B M 2 2 9 2 5 .8 0 3 8 + 4 0 . 0 0 3 0 . 0 0 3 8 + 4 0 . 0 0 3 0 . 0 0 NAD 83 2 8 ’2 4 ’ 2 8 ’ 2 4 ’ HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 7 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 7 R-3101 M A T C H L I N E -L - S T A . 4 5 + 0 0 S E E S H E E T 6 M A T C H L I N E -L - S T A . 5 7 +0 0 S E E S H E E T 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 2 4 " C M P 4 8 " C M P 2 4 " C M P C B D I 1 -4 X 6 B A R R E L H W R O C K C U L 1 C U L 2 C E 1 H W 1 I N V =2 8 1 6 .7 7 I N V =2 8 1 7 .7 5 I N V = 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 I N V =2 8 1 0 .7 6 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 2 8 0 9 .0 6 ’ B O T T O M O F J B I N V = 2 8 2 3 . 7 6 I N V =2 8 3 2 .7 1 H W 2 I N V =2 8 3 6 .5 3 I N V =2 8 3 6 .5 1 IN V = 2 8 3 6 . 8 4 I N V =2 8 4 1 .0 5 1 8 "C M P 2 4 "C O N C 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 G E T I N V U N A B L E T O D O W N I N T O H O L E W I T H W A T E R R U N N I N G H A S A H O L E I N I T B O T T O M O F J B N O T E : 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 4 0 3 4 3 5 4 1 4 4 4 2 8 4 " P L A S T I C 8 4 " P L A S T I C 4 3 W .E .= 2 8 0 6 .0 A P P R O X . G R E E N H O U S E H O U S E G R E E N S B U S 1 S B L K B S T P L A N T E R R O C K S F D 1 .5 1 S F D B S T R O C K W A L L R O C K S S 1 0 ’ B S T S S 1 S F D 1 S F D 1 S B K D C O N C S 2 4 " W D R A I L G R 2 4 " W D R A I L 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 1 5 " R C P 5 4 W W D W A L L 2 S F D G R B L K W A L L 5 6 S S S B U S 1 S F C A N O P Y M T L 2 4 " W D R A I L W D W A L L 3 6 " W D R A I L 1 2 ’ G R W 1 S F D G R E E N H O U S E G R E E N H O U S E B S T 1 S F D 2 S F D 5 7 5 8 5 9 6 0 1 2 " C M P B S T G R 1 2 " C M P 2 4 " W D R A I L 61 62 B L K W A L L 6 3 6 4 B S T 6 5 C O N C 2 S B K D CONC 1 S B K D W B S T B S T 2 S B L K B U S CONC M L T C A N O P Y M T L B S T G R 4 8 " C M P 5 0 1 8 "C M P C O N C 2 4 "R C P 2 4 " C M P S R 1 1 7 4 B S T T A N K S E P T I C A P P R O X . L O C T A N K S E P T I C T A N K S E P T I C P R I V A T E R / W E A S E M E N T A S I N P B 1 P G 4 E I P E I P E I P E I P E I P R W M O N P K N A I L E I P E I P E I P P K N A I L R R S P I K E S O L I D I R O N N 1 3 3 2 ’2 0 "E S 5 0 4 9 ’5 8 "W 1 4 1 .3 4 ’ S 2 8 0 6 ’3 9 "W 1 4 3 .5 6 ’ 5 6 .6 3 ’ N 5 9 2 7 ’ 0 3 " W 6 4 . 0 9 ’ N 2 1 4 1 ’3 7 "W 1 6 .0 0 ’ N 5 8 0 7 ’ 5 7 " W 4 . 7 2 ’N 8 4 3 5 ’4 1 " W 2 4 .9 6 ’ 1 0 0 .2 7 ’ R /W -C O R 1 .3 6 ’ E I P -R /W 1 3 2 .5 2 ’ R /W -C O R 0 .3 2 ’ E I P -R /W N 1 3 0 0 ’0 0 "E 2 7 9 .4 3 ’ R /W -R /W 8 .5 6 ’ E I P -R /W N 3 7 2 1 ’1 5 "E 4 5 4 .4 9 ’ N 0 4 1 4 ’0 9 "E 1 8 .3 5 ’ N 0 4 2 6 ’3 8 "E 1 2 3 .9 0 ’ N 0 4 0 8 ’3 1 "E 1 5 8 .4 7 ’ S 6 3 4 5 ’3 5 "W 1 6 7 .5 7 ’ N 2 6 5 5 ’5 6 "W 8 7 .6 5 ’ N 0 8 0 1 ’4 0 "W S 8 0 1 1 ’2 9 " W 2 0 2 .2 5 ’ N 8 5 4 8 ’0 5 " W 8 9 .2 6 ’ N 8 6 0 2 ’0 0 " W 1 4 .8 1 ’ S 8 0 1 3 ’1 9 " W 5 8 .0 0 ’ N 7 7 1 7 ’4 2 " W 5 9 .6 7 ’ S 1 1 3 3 ’4 5 "W S 0 2 3 2 ’3 8 "W 4 4 .8 1 ’ S 3 2 5 2 ’4 0 "W 8 1 .6 0 ’ S 1 2 2 9 ’0 2 "W 1 0 0 .1 2 ’ N 4 1 3 0 ’1 5 "E 2 9 3 .6 0 ’ S 6 1 0 6 ’0 0 "W 9 4 .1 6 ’S 8 0 4 8 ’4 2 "W 1 7 8 .6 5 ’N 3 3 4 1 ’0 0 "W 1 1 0 .0 0 ’ P R I V A T E R / W E A S E M E N T A S I N P B 1 P G 4 4 0 .0 0 ’ 1 6 .0 0 ’ E X I S T I N G R /W E X I S T I N G R /W 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W S 2 9 1 6 ’4 7 "W 9 5 .5 0 ’ A N D A N N E S . C A V I N E S S W I L L I A M B . C A V I N E S S T A M M Y A . C A L D W E L L D A V I D W . C A L D W E L L A N D D B 1 9 2 P G 7 3 6 D B 1 8 0 P G 3 1 D B 1 8 0 P G 2 9 D B 1 7 3 P G 4 3 0 D B 1 5 7 P G 8 8 7 A N D A N N E S . C A V I N E S S W I L L I A M B . C A V I N E S S 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 58 DB 208 PG 709 DB 193 PG 903 DB 141 PG 825 PB 1 PG 58 DB 208 PG 709 DB 193 PG 903 DB 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 S 2 8 0 6 ’3 9 "W S O L I D I R O N 1 5 1 6 1 7 1 8 2 0 21 2 1 1 2 1 2 2 1 3 2 1 4 216 2 3 T O N Y B R O W N C E N T R A L T E L E P H O N E C O M P A N Y 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 D B 7 4 P G 4 4 8 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 7 4 .2 9 ’ E I P -C O R 7 4 .2 9 ’ R /W -C O R 1 4 R O A R I N G G A P I N C O R P O R A T E D 2 1 5 DB 135 PG 796 MARGARET R. BOGGS RAYMOND G. BOGGS AND H E I R S W A R R E N S . P A T T O N , 2 0 .8 9 ’+4 6 .7 6 2 1 .7 8 ’ +7 5 .8 8 2 6 . 8 9 ’ + 9 0 . 8 9 1 9 . 9 0 ’ + 4 4 . 9 1 1 3 .4 9 ’+7 0 .1 1 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 1 6 6 .7 2 ’ E I P -E I P 2 .6 5 ’ R /W -E I P C S S t a . 4 9 +3 8 .9 1 5 0 S T S t a . 5 1 +3 8 .9 1 5 5 PT Sta. 11+06.42 PT Sta. 12+01.93 PC Sta. 12+43.59 PT Sta. 13+31.04 PT Sta. 14+42.19 PT Sta. 15+03.46 -Y5.1-POC Sta. 58+81.87 -L-P C P T P C P C P T -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 O T -Y 4 --Y 4 - -Y 5 -P O T 1 0 +0 0 .0 0 -Y 5 - - 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+73.91 PC 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 S E E X -S E C T I O N S P R O P O S E D R O C K F I L L I N P O N D 1 0 ’ R 3 0 ’ R 3 0 ’ R Beg. Retaining Wall 56+15.00 D I S T U R B D O N O T 4 ’ C O N C . D I T C H 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 35/63 36/65 -Y5- GREEN HOUSE RD 1-/1- 6 0 ’ 6 0 ’5 5 ’ 6 0 ’ 5 5 ’ 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 - Y 4 - 1 0 + 7 8 . 0 0 1 0 + 2 4 . 0 0 56+15.44 30.00 56+13.47 25.00 52+42.00 25.00 52+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 36.00 54+00.00 35.00 57+00.00 32.00 56+20.00 32.00 31.84 PL 55+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 F F F C C C F F F F F F F F F F F F 2 4 " 2 4 " 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 FABRIC RIP RAP WITH 3 TONS CLASS ’B’ H E A D W A L L R E M O V E R E T A I N OTCB SEE DETAIL BEHIND RET.WALL 4’ CONC. DITCH 7 - 4 7-10 7 - 5 7 - 7 7-11 2 G I - A 1 8 "1 8 " 7 - 9 7 - 8 2 4 "JB 7-12 R E M .J B 1 8 " 1 8 " 1 8 " R E M . 7 - 1 7 - 2 7 - 3 FLAT GRATE TBDI W/FLAT GRATE TBDI W/FLAT GRATE TBDI W/ R E M O V E R E T A I N R E T A I N 1 8 "7-13 P A V E D S H L D R 7 - 6 F L A T G R A T E T B D I W / 1 5 " C O L L A R A N D E X T E N D Earth Fill Rock Fill To Berm Existing Proposed 2 :1 3.0’1.0’1 .5 :1 ( Not to Scale)ROCK FILL IN POND 2806.0 N.W.S. Elev.=Elev.= 2807.0 FROM STA. 53+70 TO STA.57+20 DETAIL 20 AND 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 70.00 R\W +55.00 57+00.00 End Retaining Wall 7-14 7-14 7-15 7-16 7-16 4 5 . 0 2 P L F L A T G R A T E T B D 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’ RCBC U S T D O N O T D I S T U R B T A N K - B L - 2 3 3 9 + 7 3 . 5 5 P I N C 8 + 4 6 . 8 4 P O T 7 +0 8 .3 6 P I N C -B Y 2 - 8 2 5 +0 0 .0 0 P O T -B Y 2 - 8 1 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 0 4 9 + 3 8 . 9 1 3 0 . 0 0 5 1 + 3 8 . 9 1 3 0 . 0 0 N A D 8 3 2 8 ’ 2 4 ’ 3 3 ’ HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 8 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 8 R-3101 M A T C H L I N E -L - S T A . 5 7 +0 0 S E E S H E E T 7 M A T C H L I N E -L - S T A . 6 9 +0 0 S E E S H E E T 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 C B 1 8 "C M P 1 8 "C M P 1 8 "C M P CB 18"CMP 1 8 "C M P C B H W R O C K 6 - 4 6 "X 3 6 "C M P INV=2791.46 I N V =2 7 9 5 .6 3 I N V =2 7 9 5 .6 7 I N V =2 7 9 5 .7 7 I N V =2 7 9 9 .9 8 I N V = 2 8 0 0 . 3 3 IN V = 2 8 0 1 . 2 9 I N V = 2 8 0 1 . 9 9 I N V =2 8 0 2 .5 6 I N V =2 8 0 2 .6 0 I N V =2 8 0 2 .6 5 I N V =2 8 0 2 .7 4 I N V =2 8 0 2 .8 4 I N V = 2 8 0 2 .9 8 I N V =2 8 0 4 .0 7 I N V =2 8 0 4 .0 5 I N V =2 8 0 4 .1 8 I N V =2 8 0 4 .4 2 I N V =2 8 0 4 .5 1 I N V =2 8 0 4 .6 5 I N V =2 8 0 4 .9 2 I N V =2 8 0 6 .3 5 I N V =2 8 1 0 .0 0 I N V =2 8 1 2 .3 7 I N V =2 8 1 5 .5 0 I N V =2 8 1 6 .2 4 I N V =2 8 2 5 .9 8 I N V =2 8 2 9 .8 7 1 2 " P L A S T I C H W C O N C 1 5 " C M P S C R U B 2 4 " W D R A I L 2 S B K D W 6 8 6 9 W D W A L L 1 S F D B S T B S T B S T 6 6 7 1 G R 1 2 " C M P 6 7 S C O N C W D D E C K W D D E C K W D D E C K W D W A L L W D W A L L 2 4 " W D R A I L 7 2 7 3 74 R O C K W A L L W R O C K W A L L O L D B E A U B L V D B S T 7 0 S C R U B C O U N T R Y C L U B R D B S T 75 76 7 7 78 79 C B 1 5 " H D P E 1 5 " H D P E 1 5 " H D P E 15" HDPE C B C B C B W .E .= 2 8 0 6 .0 W .E .= 2 7 9 8 .5 R O C K W A L L D I H W R O C K 6 - 4 6 "X 3 6 "C M P H W C O N C B S T S R 1 1 7 8 G R E E N H O U S E R O A D T A N K S E P T I C T A I L L I N E S A P P R O X .L O C R /W E A S E M E N T A S I N D B 2 6 0 P G 1 4 1 1 R /W E A S E M E N T A S I N D B 2 6 0 P G 1 4 1 1 P R I V A T E R /W E A S E M E N T A S I N P B 8 P G 3 5 P R I V A T E R /W E A S E M E N T A S I N P B 8 P G 3 5 E I P R E B A R E I P R E B A R E I P R E B A R N 8 6 1 2 ’0 0 " W 1 5 0 .8 5 ’ N 7 7 5 7 ’ 0 3 " W 1 3 3 . 7 1 ’ N 8 1 1 1 ’1 1 " W 9 7 .0 0 ’ N 1 1 5 0 ’4 4 "E 1 6 0 .2 7 ’ N 0 1 4 0 ’1 1 "W 1 3 4 .2 8 ’ N 3 3 4 7 ’0 0 "W 1 3 5 .0 6 ’ N 7 6 0 0 ’ 0 0 " W 1 4 4 . 0 0 ’ N 7 6 0 0 ’0 0 "W 8 7 .0 0 ’S 1 6 4 8 ’0 0 "W 1 6 . 0 0 ’ 3 0 .0 0 ’ 6 0 .0 0 ’ E X I S T I N G R /W E X I S T I N 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 CLUB GOLF & COUNTRY HIGH MEADOWS DB 150 PG 802 DB 181 PG 622 2 .0 5 ’ R /W -R E B A R 1 1 5 .6 6 ’ R /W -R /W 2 3 2 4 2 5 26 27 2 1 5 2 1 7 2 1 8 2 1 9 2 9 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 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 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 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 1 7 7 P G 1 7 6 P B 1 P G 5 8 D B 1 4 9 P G 8 0 2 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 3 2 .3 8 ’+4 6 .8 9 2 3 & COUNTRY CLUB HIGH MEADOWS GOLF DB 316 PG 1333 4 .3 3 ’S 3 8 5 2 ’0 0 " E 1 2 2 .9 9 ’S 0 9 0 2 ’0 0 " W 2 2 6 .6 8 ’S 0 0 2 2 ’0 0 " E 1 3 4 .4 2 ’N 8 9 0 3 ’5 6 " W 1 2 8 .1 3 ’ S 3 1 1 3 ’4 7 " W 5 4 .2 0 ’ S 3 4 0 0 ’0 0 " W 1 1 5 .4 1 ’ 6 0 6 5 P C S t a . 6 8 +3 8 .6 3 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 -Y 5 - P C S t a . 5 7 + 4 5 . 8 1 P T S t a . 6 2 + 2 5 . 7 3 P T P C 0 1 0 0 0 1 0 2 30’R 5 0 ’ R 10’R 10’R 30’R 2 5 0 ’ T A P E R B E R E M O V E D P A V E M E N T T O P A V E M E N T T O B E R E M O V E D 6 0 ’ 6 0 ’ 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 48.00 67+00.00 37.00 69+00.00 47.00 67+50.00 38.00 69+00.00 37.00 65+61.78 68+00.00 66+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 30.00 45.00 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 47.00 PL R\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 C C C C C F F C C C F C F C C C C C C C C C C C F F F F F F F F F F 1 8 " F S R E T A I N 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 R A D E T O D R A I N O T C B F S 1 8 " R E M . 8 - 4 W / E L B ’ S 1 8 " C M P 8 - 6 8 - 2 8 - 7 8 - 1 8 - 5 1 8 " 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 M O V E R E T A I N M A I N T A I N E X I S T I N G S H O U L D E R RETAIN R E T A I N R E T A I N R E T A I N RETAIN 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 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .DETAIL 19 2 G I - A R E T A I N R E T A I N 5 0 . 0 0 + 2 2 . 5 4 5 0 . 0 0 3 9 . 0 0 + 5 5 . 0 0 -B L - 2 4 5 2 +3 0 .9 2 P I N C -B L - 2 5 6 1 +1 8 .8 6 P I N C 7 +2 6 .3 4 P O T 5 +0 0 .0 0 P O T 5 +0 0 .0 0 P O T -B Y 3 - 8 4 -B Y 4 - 8 7 6 +8 1 .6 7 P I N C 9 + 9 4 .6 6 P O T - B Y 4 - 8 8 1 1 +1 3 .3 6 P I N C -B Y 5 - 9 0 1 3 +3 0 .9 2 P O T (T R A V . M O N ) E L E V =2 7 9 0 .4 1 -T - T 1 0 P O T 5 +0 0 .0 0 B M 3 2 8 0 6 .2 1 N A D 8 3 2 8 ’ 3 1 ’ SEE DETAIL 2 -L- STA. 76+50 TO 82+00 RT BERM 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 9 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 9 R-3101 M A T C H L I N E -L - S T A . 6 9 +0 0 S E E S H E E T 8 M A T C H L I N E -L - S T A . 8 1 +0 0 S E E S H E E T 1 0 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 +0 0 .0 0 P O T -B Y 5 - 8 9 -B L - 2 6 7 4 +3 7 .8 2 P I N C A A (1 2 " S P I K E S E T ) E L E V =2 7 8 4 .1 3 -T - T 1 2 P O T 1 0 +3 8 .5 8 (1 2 " S P I K E S E T ) E L E V =2 7 8 8 .7 8 -T - T 1 1 P O T 9 +2 4 .7 2 B M 4 2 8 1 5 .6 5 I N V =2 7 6 4 .6 1 I N V =2 7 7 3 .7 7 C U L 7 C U L 8 C U L 2 C U L 1 C U L 3 C U L 6 1 5 "C M P 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 C U L 5 =N O A C C E S S H W 2 H W 1 H W C O N C C U L 4 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 A P P R O X I M A T E W .E . 2 7 7 6 .1 A P P R O X I M A T E A P P R O X I M A T E 7 8 1 8 " H D P E 1 5 " H D P E C B C B B S T 8 0 8 2 8 5 S S 8 6 8 7 1 S M T L B U S GR W D W A L L B L K W A L L W A L L B L K W A L L B L K W A L L B L K 1 S F B U S 2 S F B U S B S T 1 S F B U S 7 2 " W D C O N C 2 S F B U S B S T W D S T E P S B S T 3 0 " C M P U S 2 1 1 5 " R C P S B S T 8 3 8 4 C O N C C H U R C H 1 S F 1 0 ’ B S T 8 8 S 89 R E D B I R D L A N E B S T B S T 1 S F B U S S S B L K W A L L 7 2 " C M P BST R O C K H W R O C K H W M T L M T L M T L 1 5 "C M P 1 0 X 1 0 2 - B A R R E L C U L V E R T # 2 8 1 7 0 P T S t a . 7 2 +9 3 .0 5 7 5 T S S t a . 7 6 +7 4 .6 1 S C S t a . 7 7 +7 4 .6 1 8 0 C S S t a . 8 0 +9 0 .8 5 P I s S t a 8 1 +2 4 .1 9 F L s = 1 0 0 .0 0 ’L T = 6 6 .6 7 ’S T = 3 3 .3 4 ’-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 ’ 0 2 0 1 0 0 0 1 0 2 0 2 1 0 ’ R 1 0 ’ R 25’R G R A U 3 5 0 G R A U 3 5 0 2 4 ’ A T - 1 G R A U 3 5 0 D I S T U R B D O N O T 6 0 ’ 6 0 ’ 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 33.00 80+00.00 33.00 80+00.00 45.00 8 1 +0 0 .0 0 8 5 .0 0 7 6 + 5 0 .0 0 1 5 0 .0 0 7 7 + 0 0 . 0 0 1 2 3 . 0 0 77+50.00 118.00 79+00.00 102.00 80+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+30.00 79+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 40.00 77+50.00 36.00 R \ W 45.00 R\W 45.00 R\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 8 0 +9 0 .0 0 R \W , 4 7 .0 0 7 4 + 4 2 . 0 0 C F C F C F C F C F C F C F C C F C F C F C F C C F F F F F F F F F F F F R /W E A S E M E N T A S I N P B 6 P G 3 5 R /W E A S E M E N T A S I N P B 6 P G 3 5 R E B A R R E B A R R E B A R E I P R E B A R R E B A R N 8 4 0 3 ’3 8 " W 2 6 2 .6 0 ’ N 0 6 5 7 ’2 5 "E 1 4 2 .7 2 ’S 7 3 1 4 ’5 4 " W 6 4 .0 2 ’S 1 5 0 6 ’3 4 "W 1 0 6 .4 0 ’ N 7 1 1 3 ’ 1 1 " W 3 2 . 0 1 ’ S 7 2 0 9 ’4 8 " W 1 3 6 .5 7 ’ N 4 8 1 9 ’4 8 "W 6 6 .9 4 ’ S 3 6 5 9 ’1 7 "W 1 6 6 .2 7 ’ S 1 5 2 9 ’3 8 "W 2 6 6 .6 3 ’ R E B A R -R E B A R 1 1 .4 9 ’ R /W -R E B A R N 3 0 3 5 ’4 7 "E 2 7 3 .0 9 ’ N 6 8 4 3 ’ 5 7 " W 4 0 0 . 0 0 ’ 3 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W N 5 3 0 8 ’5 3 "E 2 8 4 .8 3 ’ S 7 9 2 6 ’2 7 " W 1 0 5 .5 4 ’ 5 0 .0 0 ’ 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 2 0 .8 5 ’ +4 1 .6 8 2 2 .2 4 ’+0 5 .0 0 2 3 2 3 N 1 2 0 9 ’2 8 " E 1 4 5 .7 5 ’ N 2 7 5 0 ’4 8 " E 2 9 6 .1 1 ’ D B 3 0 1 P G 6 0 6 D B 9 1 P G 1 7 0 DB 123 PG 80 R E T A I N 1 8 " P E S V A R . S T A K E S L O P E 5 . 0 ’ 5 . 0 ’ D 2 :1 d F i l t e r F a b r i c L I M I T S C L E A R I N G ( 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 T A I N E X I S T I N G S H O U L D E R R E 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 Ground 2 :1 D B b Fill Slope d 2 :1 1 "/F t .Type of Liner= PSRM b= 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 +5 0 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 +4 0 9 - 2 9 - 3 -L- STA. 71+55 TO 72+30 RT N A D 8 3 2 8 ’ 2 8 ’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 0 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 10 R-3101 M A T C H L I N E -L - S T A . 8 1 +0 0 S E E S H E E T 9 M A T C H L I N E -L - S T A . 9 3 +0 0 S E E S H E E T 1 1 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 . 2 7 5 9 .3 A P P R O X I M A T E 8 9 C O L U M N R O C K R E D B I R D L A N E B S T 9 0 9 1 7 2 " C M P G O L F C A R T P A T 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 9 7 9 8 9 9 100 S W S 1 0 1 B U S 1 .5 S B S T 1 5 " C M P 1 8 "C M P H W R O C K B L K G 3 6 " O A K 5 + 0 0 . 0 0 P O T - B Y 6 - 9 2 8 + 3 6 . 7 5 P O T -B L - 2 7 8 2 +0 5 .5 1 P O T -B L - 2 6 7 4 + 3 7 . 8 2 P I N C B M 4 2 8 1 5 .6 5 I N V =2 7 5 9 .8 4 I N V =2 7 5 9 .8 3 I N V = 2 7 6 6 . 5 8 I N V =2 7 6 9 .2 6 I N V = 2 7 7 0 . 0 6 I N V =2 7 7 1 .0 9 I N V =2 7 6 4 .6 0 I N V =2 7 7 2 .3 6 I N V =2 7 7 2 .3 5 I N V =2 7 7 2 .7 8 I N V = 2 7 7 6 .5 2 I N V =2 7 7 9 .8 4 I N V = 2 7 8 1 . 5 7 I N V = 2 7 8 1 . 9 6 1 5 " C M P 1 8 "C M P 1 8 "C M P 7 2 "C M P 1 8 "C M P 1 8 "C M P 7 3 "X 5 5 "C M P H W R O C K H W R O C K 1 5 " C M P H W R O C K H W C O N C C S S t a . 8 0 +9 0 .8 5 S T S t a . 8 1 +9 0 .8 5 8 5 T S S t a . 8 5 +2 7 .5 1 S C S t a . 8 7 +2 7 .5 1 C S S t a . 8 9 +7 5 .1 1 9 0 S T S t a . 9 1 +7 5 .1 1 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 - 2 4 ’ 2 4 ’ G R A U 3 5 0 G R A U 3 5 0 4 0 ’R D I S T U R B D O N O T 6 0 ’ 6 0 ’ 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 50.00 91+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+40.00 91+70.00 91+00.00 89+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 55.00 R\W 50.00 R\W 58.00 50.00 R\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 59.74 PL 57.95 PL 5 5 . 0 0 8 9 +2 0 .0 0 R \W 60.00 91+35.00 76.00 9 1 +4 6 .0 0 7 6 .0 0 9 1 +4 4 .0 0 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 C F C F C F C F C F C F C C C C C C C R /W E A S E M E N T A S I N P B 6 P G 3 5 R /W E A S E M E N T A S I N P B 6 P G 3 5 P K N A I L E I P E I P R E B A R N 6 3 5 9 ’2 5 "E 1 7 5 .0 9 ’N 2 5 4 1 ’4 3 "W 1 5 6 .8 7 ’S 7 7 3 5 ’3 9 "W N 6 3 5 9 ’2 5 "E 3 7 .9 1 ’ 3 0 .0 0 ’ 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W DB 172 PG 933 DB 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 2 0 .7 7 ’+3 2 .8 2 3 2 D B 1 2 3 P G 8 0 D B 1 2 3 P G 8 0 3 2 8 6 .8 0 ’ R /W -E I P 2 0 .4 3 ’ P K N A I L -R /W 2 4 " 1 8 " 2 4 "1 8 "FS F S FS 7 S.Y. FILTER FABRIC RIP RAP WITH 2 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 HEADWALL REMOVE P E S P E S PES 14 S.Y. FILTER FABRIC RIP RAP WITH 5 TONS CLASS ’B’ V A R . S T A K E S L O P E 5 . 0 ’ 5 . 0 ’ D 2 :1 d F i l t e r F a b r i c L I M I T S C L E A R I N G ( 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 F l a t t e r 4 :1 o r 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 1 0 :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 ’ M i n .GI etc. 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 ’ M a x . D E T A I L 1 9 R E M O V E 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 60.00 R\W +15.00 60.00 R\W +45.00 3 5 . 0 0 R \ W + 8 0 . 0 0 35.00 R\W +00.00 45.00 R\W +80.00 45.00 R\W +00.00 35.00 R\W +65.00 35.00 R\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 8 9 +7 5 .1 1 3 0 .0 0 9 0 +5 0 .0 0 3 0 .0 0 9 1 +2 5 .0 0 3 0 .0 0 9 1 +7 5 .1 1 3 0 .0 0 9 1 +7 5 .1 1 3 0 .0 0 9 1 +2 5 .0 0 3 0 .0 0 9 0 +5 0 .0 0 3 0 .0 0 8 9 +7 5 .1 1 3 0 .0 0 N A D 8 3 2 8 ’ 2 8 ’SEE DETAIL 3 -L- STA. 102+00 TO 103+00 RT CUT DITCH HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 1 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 11 R-3101 M A T C H L I N E -L - S T A . 9 3 +0 0 S E E S H E E T 1 0 M A T C H L I N E -L - S T A . 1 0 5 +0 0 S E E S H E E T 1 2 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 1 S F D B U S 1 S B L K 1 0 2 1 0 5 1 0 4 1 0 3 G R W . E . 2 7 5 0 . 9 W .E . 2 7 6 1 . 6 W . E . 2 7 5 7 . 4 S C R U B S C R U B W .E . 2 7 4 7 .6 B S T 1 0 9 C O U N T R Y D O W N S A V E N U E B S T G R 1 .5 S D 3 6 " W D 1 0 7 1 0 6 1 0 8 4 8 " W W S P O N D P O N D 1 1 0 1 1 1 5 S B W B S T 1 1 5 1 1 3 114 S O I L W D D O C K 117 1 S F D 119 118 B S T 1 .5 S F D 5 S B W 5 S B W 116 W 1 1 2 E A R T H D A M S -B L - 2 8 8 9 +5 5 .7 5 P I N C 5 +0 0 .0 0 P O T 7 + 7 1 .3 9 P O T -B Y 7 - 9 5 T 1 -2 0 1 P O T 5 +0 0 .0 0 (6 0 D N A I L S E T ) E L E V =2 7 5 2 .1 6 ’ (T R A V . M O N .) E L E V =2 7 6 5 .8 7 ’ = -T 1 - 2 8 P I N C 7 +9 9 .7 4 C U L 3 C U L 4 C U L 1 C U L 2 C E 2 C E 1 H W 2 H W 1 I N V =2 7 6 3 .6 9 I N V = 2 7 6 4 .7 5 I N V =2 7 6 5 .4 3 I N V =2 7 6 5 .8 7 3 0 " C M P 1 5 "C M P 9 7 5 2 5 8 . 6 9 1 4 1 1 5 3 2 . 7 0 2 7 5 0 .7 5 9 7 5 2 6 2 . 3 6 1 4 1 1 5 2 9 . 8 3 2 7 5 0 .7 5 9 7 5 2 6 0 . 8 6 1 4 1 1 5 3 0 . 9 7 2 7 5 5 .7 4 9 7 5 2 5 9 . 9 2 1 4 1 1 5 3 1 . 0 5 2 7 5 7 .4 5 9 7 5 2 3 2 . 7 2 1 4 1 1 4 9 9 . 9 5 2 7 5 0 .0 4 9 7 5 2 2 9 . 7 7 1 4 1 1 5 0 3 . 0 2 2 7 5 0 .0 9 9 7 5 2 3 1 . 5 5 1 4 1 1 5 0 1 . 4 9 2 7 5 5 .1 1 9 7 5 2 3 1 . 6 2 1 4 1 1 5 0 1 . 6 7 2 7 5 6 .7 8 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 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 9 5 P C S t a . 9 6 + 0 1 .8 6 1 0 0 P T S t a . 1 0 0 +7 4 .5 2 1 0 5 D P 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 O T S t a . 1 1 + 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 G R A U 3 5 0 2 4 ’ 2 4 ’ 3 0 ’ R 5 ’ R 3 0 ’ R S H I F T 1 5 0 ’ 1 5 ’9 ’S H I F T T A P E R 3 0 0 ’ 1 5 ’9 ’ 6 0 ’ 6 0 ’ 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+00.00 122.00 104+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 41.00 101+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 65.00 50.00 R\W +15.00 R \ W R \ W 5 0 . 0 0 R \ W 3 0 . 0 0 P L 121.11 PL 103.44 PL 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 1 0 2 +8 1 .0 0 7 5 .0 0 102+91.00 90.00 103+02.00 86.00 102+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 C C C C C C C C F F F F F F F F F F F F F C C C C C 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 REBAR SOLIDIRON EIP REBAR EIP N 2 5 1 6 ’4 3 "W 4 2 7 .4 0 ’ S 8 5 0 4 ’ 3 3 " W 2 9 7 . 2 8 ’ S 8 3 5 4 ’ 3 1 " W 2 9 3 . 0 6 ’ S 8 2 1 5 ’ 1 1 "W 9 3 2 . 8 4 ’ N 2 0 2 2 ’4 0 "W 1 1 3 .7 1 ’ S 8 4 2 5 ’ 5 4 " W 7 9 . 6 6 ’ R / W - E I P 2 1 . 3 1 ’ P K N A I L - R / W N 2 7 0 2 ’3 5 "E 7 2 .6 2 ’ N 4 6 5 1 ’3 2 "E 1 8 2 .0 0 ’ N 3 2 1 3 ’2 5 "W 1 4 5 .8 1 ’ N 3 4 3 2 ’4 7 "E 4 9 .4 6 ’N 3 4 3 2 ’4 6 "E 2 2 3 .5 5 ’N 5 3 1 2 ’5 5 "W 2 2 2 .5 0 ’N 6 9 3 4 ’1 1 "W 1 0 4 .8 9 ’N 6 9 3 4 ’1 2 "W 2 0 .4 9 ’N 1 1 1 0 ’1 0 "E 1 9 1 .4 3 ’N 8 3 0 5 ’5 6 "E 1 5 7 .5 6 ’N 6 4 0 4 ’1 1 "W 1 2 3 .3 1 ’N 2 5 0 3 ’4 9 "E 1 7 6 .0 0 ’N 7 8 0 6 ’1 1 "E 2 0 .2 3 ’N 2 5 3 0 ’4 7 "E 17.15’ N 2 5 1 6 ’4 2 "W 6 .8 2 ’ E A S E M E N T A S I N P B 9 P G 1 3 8 5 0 ’ P R I V A T E R /W E A S E M E N T A S I N P B 9 P G 1 3 8 5 0 ’ P R I V A T E R /W I N P B 4 P G 3 5 3 0 ’ P R I V A T E R /W A S S H O W N I N P B 4 P G 3 5 3 0 ’ P R I V A T E R /W A S S H O W N S H O W N I N P B 4 P G 3 5 2 5 ’ R A D I U S R /W A S 4 0 .0 0 ’ 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W 3 0 .0 0 ’N 6 6 1 9 ’5 7 "W 1 5 .0 4 ’ D B 1 7 2 P G 9 3 3 D B 2 0 4 P G 8 5 3 A N D L O I S R O Y A L L H U F F M A N L O I S H U F F M A N T H O M A S M O N R O E & 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 41 42 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 . Q U I N C Y R O Y A L L A N D C O R A L E E R O Y A L L 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 I P 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. WOODIE J. LARRY WOODIE DB 120 PG 484 DB 238 PG 985 D B 2 4 2 P G 1 3 3 6 D B 1 2 0 P G 4 8 3 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 1 4 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 . 1 5 ’ +0 1 . 7 9 2 5 .0 0 ’+4 5 .0 5 2 4 .6 0 ’+2 1 .8 1 3 6 " R E T A I N 1 1 - 1 1 1 - 2 F l a t t e r 4 :1 o r Slope Ditch Front 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 " 11-3 ENDWALL CONC. - L - S T A . 1 0 2 + 0 0 T O 1 0 3 + 0 0 R T 5 4 " C C F R P M 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 N A D 8 3 2 8 ’ 2 8 ’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 2 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 12 R-3101 M A T C H L I N E -L - S T A . 1 0 5 +0 0 S E E S H E E T 1 1 M A T C H L I N E -L - S T A . 1 1 7 +0 0 S E E S H E E T 1 3 FOR -L- PROFILE SEE SHEET 51 ALL DRIVEWAY RADII ARE 15’ UNLESS NOTED UNLESS OTHERWISE NOTED ALL R/W MONUMENTS HAVE A 30’ OFFSET NOTES RADIUS ON -Y- LINES TIE ALL PAVED SHOULDERS AT THE END OF THE FOR -Y6- PROFILE SEE SHEET 70 S C R U B W .E . 2 7 4 7 .6 W G R G 1 S F D H O L L Y K N O L L R O A D B S T 1 2 1 S S 6 " B S T C U R B 6 " B S T C U R B B S T 1 3 2 S S T A N K S S T A N K S M T L 1 2 2 1 2 3 1 3 1 1 3 4 1 3 3 1 3 5 S S T A N K S C O N C H W W 1 2 9 1 2 4 1 8 " R C P S R 1 5 1 2 H O L L Y K N O L L R O A D G R 1 S F D S S 1 .5 S F D W 1 2 5 1 2 0 B S T 1 3 6 1 3 7 S MTL S 1 3 8 140 139 S C O L U M N S R O C K L I T T L E B R I D G E L A N E B S T W I T H C O N C H W S T L /W D B R I D G E 4 X 4 1 - B A R R E L C U L V E R T # 4 R O C K S I G N -B L - G P S R 3 1 0 1 -9 9 9 +6 7 .8 8 P I N C 5 +0 0 .0 0 P O T - B Y 8 - 9 7 8 + 1 0 . 9 7 P O T -B L - G P S R 3 1 0 1 -1 0 1 0 5 +9 3 .5 7 P I N C (6 0 D N A I L S E T )E L E V =2 7 4 7 .8 6 ’T 2 -2 0 2 9 +2 6 .5 7 B M 5 2 7 6 7 .3 4 (T R A V . M O N .) E L E V =2 7 4 8 .8 3 ’ = -T 2 - 1 0 P I N C 5 +0 0 .0 0 INV=2741.07 I N V =2 7 4 2 .6 7 C U L 1 C U L 2 C U L 4 C U L 3 C E 1 C E 2 H W 1 H W 2 I N V =2 7 6 5 .3 0 I N V = 2 7 6 7 .7 6 1 8 "C M 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 HW R O C K I N V =2 7 9 3 .6 5 I N V = 2 7 9 7 .3 7 1 5 " C O N C 1 5 " C O N C 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 1 0 5 1 1 0 P C S t a . 1 1 1 +5 5 .9 1 1 1 5 P O T P O T P C P T -Y 6 - - L - - L - P I S t a 1 1 4 + 7 3 .9 3 D L = 6 2 7 .1 0 ’ T = 3 1 8 .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 1 0 ’R 1 0 0 ’ R G R A U 3 5 0 G R A U 3 5 0 2 4 ’ 2 4 ’ 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 6 0 ’ 6 0 ’ 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 48.00 114+50.00 69.00 115+00.00 76.00 115+50.00 68.00 116+00.00 51.00 1 1 7 +0 0 .0 0 5 0 .0 0 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 1 1 6 +9 0 .0 0 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 1 0 6 + 1 2 .0 0 1 0 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 PUE R\W +60.00 PUE R\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 C F C F C C F C F C F C F C C C F C C E I P E I P E I P R E B A R E I P E I P R E B A R N 8 3 0 5 ’5 6 "E 1 5 7 .5 6 ’ 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 I P S 5 3 0 0 ’0 0 "W 2 6 2 .8 0 ’ E I P -C O R 9 .5 2 ’ R /W -E I P N 0 2 5 3 ’5 4 "W N 1 3 3 0 ’5 9 "E 6 4 .8 8 ’ N 2 3 0 6 ’4 7 "W 5 3 .3 0 ’ N 3 9 1 9 ’3 9 "W 6 0 .0 1 ’ N 5 4 1 4 ’ 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 1 4 4 . 8 5 ’ N 7 1 2 2 ’3 9 " W 1 4 3 .3 8 ’ S 0 5 1 0 ’4 2 "W I N P B 4 P G 3 5 3 0 ’ P R I V A T E R /W A S S H O W N 6 0 .0 0 ’E X I S T I N G R /W E X I S T I N G 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 422 3 3 4 .8 5 ’ E I P -C O R 8 .1 9 ’ R /W -E I P 3 6 .9 7 ’ R /W -E I P 6 0 .2 9 ’ E I P -R /W 3 8 .4 5 ’ + 7 4 .2 1 2 0 .7 9 ’ +5 3 .5 2 5 2 .6 4 ’ + 4 4 .2 9 2 1 .1 8 ’+2 6 .7 3 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 3 6 "FS HEADWALL REMOVE P E S P E S G R A D E T O D R A I N 3 0 " 1 2 - 1 1 2 - 2 F l a t t e r 4 :1 o r 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 . 1 8 " 1 8 " 12-5 1 2 - 3 12-4 12-6 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 1 0 :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 ’ M i n . 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 ’ M a x . D E T A I L 1 9 80.00 +10.00 3 0 " R\W +65.00 45.00 R\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 45.00 R\W +25.00 28 S.Y. FILTER FABRIC RIP RAP WITH 11 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 S T N A D 8 3 2 8 ’ 2 8 ’HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 3 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 13 R-3101 M A T C H L I N E -L - S T A . 1 2 9 +0 0 S E E S H E E T 1 4 M A T C H L I N E -L - S T A . 1 1 7 +0 0 S E E S H E E T 1 2 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 C R U B S C R U B S C R U B S C R U B S C R U B S C R U B S C R U B C O L U M N R O C K 1 4 1 1 4 2 1 4 3 1 4 4 4 8 " W W / 1 S B W M T L 1 4 5 B S T C O N C B R I D G E 1 4 6 1 4 7 1 4 8 1 4 9 1 5 0 1 5 1 H T R 1 5 2 1 5 " C M P G R B S T -B L - 3 0 1 2 2 +2 0 .8 3 P I N C -B L - 2 9 1 1 6 +6 1 .1 9 P I N C (6 0 D N A I L S E T ) E L E V = 2 7 2 9 . 5 9 T 3 -2 0 3 P O T 5 + 0 0 . 0 0 (T R A V . M O N .)E L E V =2 7 4 2 .7 2 = -T 3 - 2 9 P I N C 7 +3 6 .6 9 B M 6 I N V =2 7 3 3 .2 7 I N V = 2 7 3 4 .3 2 I N V = 2 7 3 8 . 7 8 I N V = 2 7 3 8 .8 9 I N V = 2 7 3 9 . 5 9 IN V = 2 7 4 0 . 1 3 2 4 "C M P 1 8 "C M P 1 8 "C M P H W R O C K E I P N 0 2 5 3 ’0 0 "E 1 4 0 6 .5 8 ’ 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N 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 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 D B 1 8 2 P G 1 1 8 P T S t a . 1 1 7 +8 3 .0 0 P C S t a . 1 1 9 +3 2 .7 1 1 2 0 1 2 5 P C C S t a . 1 2 5 +8 6 .2 0 - 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 3 5 0 2 4 ’ 2 4 ’ G R A U 3 5 0 5’R 1 0 ’R 6 0 ’ 6 0 ’ 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 97.00 127+50.00 89.00 128+00.00 68.00 129+00.00 65.00 129+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+55.00 48’, 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 C F C F C F C F C F C C F C F C F 2 4 " 1 8 " 1 8 " 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 FABRIC RIP RAP WITH 2 TONS CLASS ’B’ F S R E M . 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 1 0 :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 ’ M i n .GI etc. 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 ’ M a x . D E T A I L 1 9 B D O 1 5 " 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 45.00 R\W +05.00 35.00 R\W +90.00 3 5 . 0 0 R \ W + 7 0 . 0 0 N A D 8 3 2 8 ’ 2 8 ’HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 4 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 14 R-3101 M A T C H L I N E -L - S T A . 1 2 9 +0 0 S E E S H E E T 1 3 M A T C H L I N E -L - S T A . 1 4 1 +0 0 S E E S H E E T 1 5 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 -B L - 3 2 1 3 2 +3 5 .7 9 P I N C -B L - 3 1 1 2 7 +2 9 .0 2 P I N C 5 +0 0 .0 0 P O T -B Y 9 - 9 8 9 +4 8 .2 5 P O T 5 +0 0 .0 0 P O T -B Y 1 0 - 1 0 1 8 +6 6 .2 5 P O T I N V =2 7 0 4 .8 5 I N V =2 7 0 5 .5 3 I N V =2 7 0 5 .9 7 ’1 5 " R C P I N V =2 7 0 6 .2 7 ’ I N V =2 7 0 6 .4 0 I N V =2 7 0 6 .9 6 I N V = 2 7 1 2 . 2 8 I N V = 2 7 1 2 . 1 0 I N V = 2 7 1 9 . 8 3 I N V =2 7 2 0 .3 0 I N V = 2 7 2 1 . 0 6 I N V =2 7 2 3 .7 2 I N V =2 7 4 6 .6 0 1 8 "C M P 3 0 "C M P 1 8 "C M P 3 0 "C O N C .D I H W R O C K H W R O C K H W R O C K 1 5 " C M P 1 8 " C O N C 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 BARREL CULVERT #5 TO CULVERT NO 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 1 5 3 1 5 4 G R R O C K S T E P S G A T E M T L 1 . 5 S F D 1 S F D 1 6 3 1 5 8 1 6 5 1 6 6 1 6 7 S R 1 1 0 5 C A M P B U T L E R R O A D B S T S 1 6 2 1 6 1 S R 1 4 6 3 M O U N T A I N V I E W R O A D B S T G R E E N H O U S E 1 6 0 S O I L GR 2 -W D R A I L 3 0 "R C P .D I 1 5 " C M P 1 8 " R C P 1 6 4 1 5 5 1 5 6 1 5 9 U S 2 1 B S T F O O T B R I D G E 2 4 " C M P W E L L 1 5 " R C P T A N K S E P T I C P T S t a . 1 2 9 +8 6 .2 0 1 3 0 P C S t a . 1 3 1 +7 6 .0 4 1 3 5 P T S t a . 1 3 5 +3 7 .7 6 P C S t a . 1 3 7 +0 0 .1 5 1 4 0 P C C S t a . 1 4 0 +6 5 .1 3 1 5 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 -Y 8 --Y 7 --Y 8 -P C S t a . 1 0 +0 0 .0 0 P T 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 - P T -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 3 0 ’R 5 0 ’R 25’R 50’R 2 4 ’ 2 4 ’ 1 0 0 ’ T A P E R LOCATION NEW 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 1/3 1/2 38/67 36/65 -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 6 0 ’ 6 0 ’ 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 56.00 137+66.00 137+50.00 30.00 10+72.00 139+40.00 30.00 141+00.00 40.00 139+50.00 90.00 140+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+50.00 110.00 140+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 61.17 PL 1 2 9 + 0 0 . 0 0 3 6 . 0 0 1 4 1 +0 0 .0 0 125.95 R/W R/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 C F F F C C C C C C C C C C C E I P A X L E R E B A R C O T T O N S P I N D L E S 8 1 3 5 ’5 4 "W 1 2 9 .8 1 ’ S 5 2 3 5 ’5 3 "W 1 1 0 .7 6 ’ S 1 0 5 7 ’0 1 "W 6 1 .9 8 ’ S 2 2 2 0 ’ 2 7 " E 6 4 . 6 8 ’ S 7 6 2 6 ’ 4 1 "E 1 0 4 . 1 0 ’ S 3 6 1 9 ’3 3 "W 3 5 0 .6 6 ’ S 1 2 2 7 ’ 2 8 " E 1 7 6 . 7 4 ’ N 7 7 3 6 ’ 2 6 "W 4 4 . 3 9 ’ E I P - C O R 1 4 . 8 8 ’ R / W - E I P N 4 2 0 0 ’0 0 "E 2 6 0 .0 0 ’ S 1 0 2 9 ’5 3 "E 1 5 1 .3 9 ’ R /W -C O R 3 0 .7 2 ’ C O T T O N S P I N D L E -R /W N 6 0 0 0 ’0 0 "E R E B A R N 2 1 1 9 ’4 3 "W 1 4 8 .6 2 ’N 6 6 4 0 ’1 8 "E S 1 8 0 1 ’5 9 "W 1 0 6 .4 0 ’ S 4 8 4 9 ’0 0 "E 1 4 1 .6 0 ’ S 6 1 3 4 ’5 9 "W 1 1 5 .8 0 ’ S 2 3 5 4 ’5 9 "W 4 3 .6 0 ’ S 8 7 3 5 ’0 1 "E 2 8 .1 9 ’ 4 0 .0 0 ’ 6 0 .0 0 ’4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G 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 DEFLORIO VICTOR ALBERTO MANGIALETTI 4 7 4 8 4 9 50 51 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 23 DB 224 PG 938 DB 275 PG 1356 2 1 3 .0 2 ’ R E B A R -R E B A R 9 .7 4 ’ R /W -R E B A R 2 1 . 4 0 ’ + 7 7 . 3 1 2 0 .9 5 ’ + 9 2 .5 7 3 0 .2 7 ’+5 6 .7 1 3 0 .8 0 ’+9 1 .5 8 6 0 .0 0 ’E X I S T I N G R /W E X I S T I N G 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 1 0 9 .0 0 ’ A X L E -C O R 1 2 .4 8 ’ R /W -A X L E E X S I S T I N G R /W A S P E R B R I D G E P R O J E C T M A -1 1 0 1 4 B E X S I S T I N G R /W A S P E R B R I D G E P R O J E C T M A -1 1 0 1 4 B 1 8 " 3 0 " 1 8 " 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 4 2 "ENDWALL CONC 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 14-7 14-8 REMOVE DI 14-9 4 2 "37 S.Y. FILTER FABRIC RIP RAP WITH 15 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 . G R A D E T O D R A I N 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 55.00 30.00 +75.00 55.00 30.00 +50.00 65.00 30.00 +70.00 65.00 30.00 +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 35.00 35.00 +80.00 - L - S T A . 1 3 9 + 6 2 L T GRADE TO DRAIN 2 0 : 1 1 0 :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 ’ M i n . 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 ’ M a x . D E T A I L 1 9 R E M O V E 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 30.00 45.00 +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 4 DDE = 8 CY -L- STA. 139+62 LT STANDARD BASE DITCH E S T . 8 C U . Y D . D D E N A D 8 3 2 8 ’ 2 8 ’HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 3 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 5 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 15 R-3101 M A T C H L I N E -L - S T A . 1 4 1 + 0 0 S E E S H E E T 1 4 M A T C H L I N E -L - S T A . 1 5 3 +0 0 S E E S H E E T 1 6 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 -B L - 3 3 1 3 8 +4 1 .3 2 P I N C -B L - 3 4 1 4 4 +1 5 .4 9 P I N C (6 0 D N A I L S E T ) E L E V =2 6 9 6 .2 9 ’ T 4 -2 0 5 P I N C 9 +5 3 .7 7 (B R I D G E S P I K E S E T )E L E V =2 6 9 7 .2 8 ’T 4 -2 0 7 P I N C 1 4 +2 8 .6 4 B M 7 2 6 9 4 .1 5 (6 0 D N A I L S E T )E L E V =2 6 9 4 .1 6 ’T 4 -2 0 6 P I N C 1 2 +4 5 .2 7 (T R A V . M O N .) E L E V =2 7 0 5 .6 4 = -T 4 - 3 3 P O T 5 +0 0 .0 0 (6 0 D N A I L S E T ) E L E V = 2 6 9 7 .9 1 ’ T 4 -2 0 4 P I N C 6 +8 7 .4 9 I N V = 2 6 9 8 . 4 7 I N V =2 7 0 0 .5 2 I N V = 2 7 0 0 . 7 4 I N V =2 7 0 1 .7 7 I N V = 2 7 0 4 .2 6 I N V =2 7 0 6 .8 1 I N V =2 7 1 5 .8 9 I N V =2 7 1 7 .4 6 1 8 "C M P 1 8 "C M P 1 8 "C M P H W R O C K HW R O C K H W R O C K B L K W A L L 1 S F D G G C O N C C O N C 1 2 " R C P B S T W D T I M B E R S S 5 S B W B L K W A L L 4 8 " W W B S T 1 7 4 W 4 8 " W D 1 S F D S S 1 7 5 S 1 7 6 S 3 6 " W W 1 7 7 1 7 8 MTL S G R G R 1 8 "C M P H W R O C K 179 1 7 0 1 7 1 1 7 2 1 7 3 S P R I N G B O X T A N K S E P T I C E I P R E B A R E I P N 4 5 0 0 ’0 0 "E 2 0 0 .0 0 ’ N 4 5 0 0 ’0 0 "E 2 1 .8 0 ’ N 6 1 5 9 ’ 4 3 " W 3 7 3 . 7 6 ’ N 2 8 4 2 ’4 2 "E S 6 0 5 0 ’4 5 "W N 8 8 4 3 ’0 6 "W 6 6 .1 7 ’ N 6 4 5 8 ’ 2 1 " W 6 6 . 0 3 ’ S 5 2 2 3 ’5 1 "W 9 1 .9 3 ’ N 6 6 2 0 ’ 3 4 " W 2 2 8 . 0 1 ’ N 3 6 3 4 ’3 3 "W 2 2 5 .4 5 ’S 4 3 4 9 ’3 8 "W 2 2 6 .2 2 ’ 5 8 .7 9 ’ R E B A R -C O R 4 .2 3 ’ R /W -R E B A R S 7 9 5 5 ’2 6 "E 8 1 .9 1 ’ 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 I P -C O R 1 .2 5 ’ R /W -E I P 2 0 .5 4 ’ + 8 2 .7 1 2 2 . 0 6 ’ + 6 3 . 1 4 1 9 .7 2 ’+5 8 .8 2 J E F F E R Y A L A N C O X D B 3 2 3 P G 8 0 5 D B 3 1 9 P G 5 0 9 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 BLEVINS BILLY GENE BELVINS, JR. 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 . P C C S t a . 1 4 0 + 6 5 . 1 3 1 4 5 P T S t a . 1 4 5 +6 5 .1 3 P C S t a . 1 4 9 +0 9 .0 1 1 5 0 1 0 -L- -Y 8 -P C S t a . 1 0 +0 0 .0 0 -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 ’ 1 0 ’R G R A U 3 5 0 2 4 ’ 2 4 ’ 1 0 ’ R 6 0 ’ 6 0 ’ 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+00.00 105.00 152+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 46.00 60.00 R \ W 1 3 2 . 6 9 P L 4 0 . 0 1 P L 127.74 PL 152+00.00 121.00 1 4 1 + 0 0 . 0 0 1 2 5 . 9 5 7 8 .7 9 PL 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 1 8 " 1 8 " 2 4 "FS 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 ’ 11 S.Y. FILTER FABRIC RIP RAP WITH 3 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 HEADWALL REMOVE HEADWALL REMOVE R E M . P E S P E S 2 4 "JB W/ELBOWS 24" CMP 1 5 - 1 1 5 - 2 1 5 - 4 1 5 - 5 15-6 15-7 2 G I - A 2 G I - D 2GI-A 2GI-D BOX SPRING + 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 1 0 :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 ’ M i n .GI etc. 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 ’ M a x . D E T A I L 1 9 R E M O V E BDO 2 4 "2GI-A 1 8 " 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 3 5 .0 0 R \W +1 0 .0 0 3 5 .0 0 R \W +9 0 .0 0 5 5 . 0 0 R \ W + 9 0 . 0 0 55.00 R/W +10.00 35.00 R/W +60.00 35.00 R/W +80.00 85.00 R/W +80.00 85.00 R/W +00.00 80.00 R\W +65.00 +40.00 R\W 80.00 15-8 15-8 15-9 15-10 15-11 15-13 15-12 15-14 15-9 R \ W , 3 5 ’ + 2 5 . 0 0 N A D 8 3 2 8 ’ 2 8 ’3 0 ’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 6 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 16 R-3101 M A T C H L I N E -L - S T A . 1 5 3 +0 0 S E E S H E E T 1 5 M A T C H L I N E -L - S T A . 1 6 5 +0 0 S E E S H E E T 1 7 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 1 8 0 1 8 1 1 S F D 1 8 7 1 8 6 G R M T L 2 -W D R A I L W A L L G R 1 8 8 1 S F D 4 8 " W W 1 8 5 5 S B W M T L 1 9 4 B S T 1 9 2 1 9 0 191 B S T 1 2 " C M P 1 9 3 W D W A L L P O N D 1 .5 S B K D 1 5 " C M P 7 2 " W D 1 9 7 1 5 " C M P 1 5 " R C P 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 B K W A L L B K W A L L -B L - 3 5 1 4 8 +2 8 .4 8 P I N C -B L - 3 6 1 5 4 +2 1 .1 6 P I N C -B L -G P S R 3 1 0 1 -1 1 1 5 8 +5 5 .1 3 P I N C (B R I D G E S P I K E S E T ) E L E V =2 6 9 7 .2 8 ’ T 4 -2 0 7 P I N C 1 4 +2 8 .6 4 (B R I D G E S P I K E S E T )E L E V =2 6 9 6 .9 5 ’T 4 -2 0 9 P I N C 1 6 +9 7 .3 2 (B R I D G E S P I K E S E T ) E L E V =2 7 0 2 .5 0 ’ T 4 -2 0 8 P I N C 1 5 +6 8 .7 6 (B R I D G E S P I K E S E T ) E L E V =2 6 8 4 .4 3 T 4 -2 1 0 P I N C 1 8 +3 6 .1 0 (B R I D G E S P I K E S E T ) E L E V =2 6 8 5 .6 6 T 4 -2 1 1 P I N C 2 0 +7 8 .9 5 (B R I D G E S P I K E S E T )E L E V =2 6 8 5 .2 3 T 4 -2 1 2 P O T 2 3 +2 9 .6 8 I N V =2 7 1 3 .7 7 I N V =2 7 1 2 .3 0 1 8 "C M P H W R O C K 1 5 5 P T S t a . 1 5 6 +1 0 .2 3 P C S t a . 1 5 6 +3 3 .5 2 1 6 0 P T S t a . 1 6 2 +9 4 .3 1 1 6 5 P I S t a 1 5 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 1 5 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-G R A U 3 5 0 2 4 ’ 2 4 ’ 6 0 ’ 6 0 ’ 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 63.00 162+00.00 53.00 162+50.00 47.00 163+00.00 52.00 163+50.00 43.00 164+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 48.82 PL 161+73.00 DUE 162+12.00 45.00 162+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 4 0 ’ P R I V A T E R /W E A S E M E N T D B 1 8 1 P G 1 2 7 A N D D B 1 8 1 P G 1 2 4 S O L I D I R O N S 8 9 1 9 ’1 1 "E 6 3 .4 9 ’S 8 9 1 9 ’1 1 "E 2 2 0 .0 0 ’N 0 5 3 0 ’3 2 "E 3 0 7 .7 3 ’S 8 2 0 0 ’0 0 "W 3 7 8 .8 1 ’N 0 2 3 0 ’0 0 "E 2 3 3 .0 0 ’S 8 7 3 0 ’0 0 "W 2 8 2 .0 0 ’N 8 4 4 8 ’0 0 "W 9 0 .0 0 ’N 3 8 2 6 ’4 2 "W 1 7 .7 1 ’ 4 0 .0 0 ’ 4 0 .0 0 ’6 5 .3 8 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W 5 2 52 5 8 5 9 CAROL 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 124 3 4 .9 4 ’+2 0 .6 3 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 I S A B E T H M O T S I N G E R 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 2 4 "FS 14 S.Y. FILTER FABRIC RIP RAP WITH 5 TONS CLASS ’B’JACK BORE AND HEADWALL REMOVE R E M . W /E L B O W S 2 4 " C M P R E M O V E 16-2 16-3 2GI-A R E T A I N R E T A I N R E T A I N 2 0 : 1 1 0 :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 ’ M i n . 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 ’ M a x . D E T A I L 1 9 1 8 "16-1 16-1 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 . 8 0 .0 0 R \ W +6 5 .0 0 4 0 . 0 0 R \ W + 0 0 . 0 0 40.00 R\W +00.00 110.00 R\W +20.00 65.00 R\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 N A D 8 3 3 0 ’ 2 8 ’ 2 8 ’HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 7 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 17 R-3101 M A T C H L I N E -L - S T A . 1 6 5 +0 0 S E E S H E E T 1 6 M A T C H L I N E -L - S T A . 1 7 7 +0 0 S E E S H E E T 1 8 -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 1 9 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 B S T S O I L 2 0 5 S 4 8 " W W M T L B S T 2 0 9 U S 2 1 1SBKD R O C K W A L L B S T 214 7 2 " W W B S T 1 S F D 4 8 " W W 2 1 3 2 1 1 2 1 2 5SBW B GR 4 8 " W W 4 8 " W W C O N C H W W D B R I D G E S S B S T 1 S B K D M T L 2 S B K D 2 1 0 2 0 2 2 0 3 C O N C 1 5 " H D P E -B L -G P S R 3 1 0 1 -1 2 1 6 6 +4 2 .8 2 P I N C I N V =2 6 7 6 .8 3 I N V =2 6 7 7 .4 5 I N V = 2 6 7 9 .3 3 I N V =2 6 7 9 .7 4 I N V = 2 6 7 9 .8 6 I N V =2 6 8 0 .6 3 I N V =2 6 8 1 .1 8 I N V =2 6 8 3 .0 6 1 8 "C O N C . 1 8 " C O N C . L O C . O F J B O X A P P R O X . 1 8 " C O N C . C B C B 1 8 "C O N C . 2 4 "C M P 1 8 "C M P I N V = 2 6 7 9 . 6 8 h R W M O N E I P S O L I D I R O N S 8 6 5 6 ’2 6 "E 2 7 0 .3 8 ’ N 8 4 4 8 ’0 0 "W N 0 0 2 5 ’ 1 5 " W 3 5 5 . 6 4 ’ S 8 4 5 4 ’0 0 "W 4 0 2 .1 1 ’ N 1 0 0 0 ’ 0 0 " W 6 6 . 0 0 ’ N 8 3 0 0 ’0 3 "W 9 .1 4 ’ N 8 6 0 3 ’3 4 "E 1 7 5 .8 0 ’ N 1 4 0 3 ’3 4 "E 3 3 0 .0 0 ’ N 0 7 5 3 ’0 0 "E 3 6 6 .1 8 ’ N 4 8 5 2 ’0 0 " W 7 7 .1 2 ’ N 4 7 1 0 ’0 0 " W 7 2 .4 6 ’ N 1 9 5 1 ’0 0 " W 1 5 3 .3 5 ’ N 4 6 1 9 ’0 0 " W 6 2 .6 1 ’S 8 9 3 7 ’0 0 "W 1 3 4 .2 2 ’ 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 6 5 .3 8 ’ 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W EXISTING R/W E X I S T I N G R /W DB 251 PG 831 DB 251 PG 827 DB 251 PG 825 D B 1 8 1 P G 1 2 7 DB 251 PG 831 DB 251 PG 827 DB 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 3 1 .2 8 ’ +8 3 .4 9 3 3 .5 5 ’ + 1 9 . 7 4 3 2 .4 2 ’+5 2 .2 9 3 2 . 7 2 ’ + 4 5 . 9 5 h R W M O N 63 1 6 5 1 7 0 T S S t a . 1 7 3 +2 9 .9 5 1 7 5 S C S t a . 1 7 5 +2 9 .9 5 P I s S t a 1 7 4 +6 3 .3 2 F L s = 2 0 0 .0 0 ’L T = 1 3 3 .3 7 ’S T = 6 6 .7 0 ’-L- - L - 2 4 ’ 2 4 ’ 6 0 ’ 6 0 ’ 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 46.00 175+50.00 44.00 177+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 48.00 44.00 176+00.00 +05.00 +20.00 173+30.00 172+90.00 115.00, 45.00 115.00, 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 45.00 R\W 45.00 R\W PUE, 55.00 PUE, 55.00 175+35.00 45.00 DUE DUE C C F F F C C C C C C C C C F C F C F C F C F C F F F F F F F F 3 0 "FS 7 S.Y. FILTER FABRIC RIP RAP WITH 2 TONS CLASS ’B’RETAIN PES 17-1 17-2 17-3 17-4 2GI-D 2GI-D 1 8 "G R A D E T O D R A I N 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .DETAIL 19 2GI-A 35.00 R\W +40.00 35.00 R\W +20.00 35.00 R\W +80.00 35.00 R\W +00.00 5 5 ’ R \ W , 4 5 ’ , + 1 0 . 0 0 55’R\W, 45’,+30.00 1 7 3 +2 9 .9 5 30.00 1 7 3 +2 9 .9 5 30.00 1 7 4 +0 5 .0 0 30.00 174+80.00 30.00 1 7 5 +2 9 .9 5 3 0 .0 0 174+05.00 30.00 1 7 4 +8 0 .0 0 30.00 1 7 5 +2 9 .9 5 3 0 .0 0 N A D 8 3 2 8 ’ 2 8 ’ C L ’ I I ’ R I P R A P HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 8 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 18 R-3101 M A T C H L I N E -L - S T A . 1 7 7 + 0 0 S E E S H E E T 1 7 M A T C H L I N E -L - S T A . 1 8 9 +0 0 S E E S H E E T 1 9 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 1 5 B S T 4 8 " W W M T L B S T S R 1 1 0 6 C H E R R Y L A N 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 2 2 4 225 B S T 1 .5 S F D 2 3 9 1 2 " R C P 2 3 7 B S T 4 8 " W W 4 8 " W W 1 S F D B S T S 2 2 9 4 8 " W W B 8 S B W 2 2 1 2 1 0 5 S B W 4 8 " W W 2 1 9 2 1 7 1 8 "C M P H W R O C K 2 2 7 2 2 3 2 3 1 2 3 3 1 S B K D 3 5 0 1 2 3 0 2 1 8 2 1 6 B 2 0 9 7 2 3 0 5 7 5 - B L - 3 7 1 7 1 + 1 1 . 7 4 P I N C 5 +0 0 .0 0 P O T -B Y 1 1 - 1 0 2 7 +7 4 .6 8 P I N C -B Y 1 1 - 1 0 3 8 + 3 1 .4 2 P O T - B Y 1 2 - 1 0 6 (B R I D G E S P I K E S E T )E L E V =2 6 8 6 .9 7 ’T 5 -2 1 4 P I N C 9 +0 9 .7 0 (B R I D G E S P I K E S E T )E L E V =2 6 9 1 .8 1 ’T 5 -2 1 5 P I N C 1 0 +4 0 .7 8 B M 8 2 6 7 5 .9 4 -B L - 3 8 1 7 7 +1 0 .8 6 P I N C 9 +3 6 .7 2 P O T 5 +0 0 .0 0 P O T (T R A V . M O N .) E L E V =2 6 8 2 .6 3 ’ = -T 5 - 3 8 P O T 5 +0 0 .0 0 (B R I D G E S P I K E S E T )E L E V =2 6 8 5 .2 1 ’T 5 -2 1 3 P I N C 7 +7 9 .4 5 I N V =2 6 7 1 .3 9 I N V =2 6 7 2 .7 1 C U L 1 C U L 2 I N V = 2 6 7 5 . 7 5 I N V = 2 6 7 5 . 7 7 I N V = 2 6 7 6 . 4 1 I N V =2 6 7 6 .5 4 I N V = 2 6 7 7 . 2 8 I N V = 2 6 7 7 . 4 9 C E 1 H W 1 H W C O N C I N V =2 6 8 2 .1 6 I N V =2 6 8 2 .9 6 I N V = 2 6 8 5 . 0 4 I N V =2 6 8 8 .7 6 I N V =2 6 9 0 .2 3 1 5 "C M P 3 6 " C M P C B 2 4 " C M P 1 8 "C M 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 1 8 0 C S S t a . 1 8 1 +3 1 .6 4 S T S t a . 1 8 3 +3 1 .6 4 1 8 5 P C S t a . 1 8 6 +1 6 .7 0 P I S t a 1 7 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 1 8 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 I s S t a 1 8 1 + 9 8 .3 4 F L s = 2 0 0 .0 0 ’ L T = 1 3 3 .3 7 ’ S T = 6 6 .7 0 ’ P I S t a 1 2 + 1 6 .8 2 D L = 4 8 .9 7 ’ T = 2 4 .7 3 ’ R = 1 4 3 .2 4 ’ P I S t a 1 0 +9 5 .4 1 D L = 1 1 7 .2 7 ’T = 6 0 .6 9 ’R = 1 8 4 .8 3 ’ P I S t a 1 1 + 3 5 .5 6 D L = 1 0 8 .0 6 ’ T = 6 0 .6 4 ’ R = 9 5 .4 9 ’ -Y 9 -P O T S t a . 1 0 +0 0 .0 0 - Y 9 - P O T S t a . 1 0 + 0 0 .0 0 - Y 9 - P C S t a . 1 0 + 7 4 .9 2 - Y 9 - P T S t a . 1 1 + 8 2 .9 8 - Y 9 - P C S t a . 1 1 + 9 2 .0 9 - Y 9 - P T S t a . 1 2 + 4 1 .0 6 - L - P O C S t a . 1 8 2 + 9 3 .0 2 - Y 9 - P O T S t a . 1 2 + 6 7 .5 = - Y 9 - - Y 9 - -Y 9 - -Y 1 0 -P O T S t a . 1 0 +0 0 .0 0 =-L -P O C S t a . 1 8 2 +9 5 .2 4 -Y 1 0 -P C S t a . 1 0 +3 4 .7 3 -1 0 -P T S t a . 1 1 +5 2 .0 0 -Y 1 0 -P O T S t a . 1 2 +0 3 .8 3 -Y10- -Y 1 0 - - Y 1 0 - - 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 P T P O T P C 3 0 ’ R 3 0 ’R 1 0 ’R 1 0 ’R G R A U 3 5 0 2 4 ’ 3 0 ’ R 3 0 ’ R 10’R 2 4 ’ 4 0 ’ R (AWNING)DO NOT DISTURB 2 0 0 4 / 2 0 3 0 A D T 1 / 3 1 - / 1 1 / 2 3 8 / 6 7 4 0 / 6 9 - Y 9 - C H E R R Y L A N 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 - Y 1 0 - B R U S H C R E E K R D C A T - 1 A T - 1 6 0 ’ 6 0 ’ 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 58.00 189+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+20.00 187+50.00 1 8 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 2 5 ’ 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 25.00 185+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 1 8 6 +2 0 .0 0 3 8 .0 0 1 8 7 +5 0 .0 0 3 8 .0 0 R \ W , 5 0 . 0 0 R \ W R \ W R/W, 50.00 R\W, 50.00 50.00 PL 73.22 PL 50.21 PL 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 56.00 186+45.00 92.00 186+55.00 90.00 186+54.00 53.00 187+20.00 R\W 188+72.00 47.00 188+67.00 82.00 188+77.00 84.00 188+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 C C C C C C C C C C C C C C C F C F C F N 3 8 3 2 ’2 5 "W 1 2 5 .9 6 ’N 1 1 0 1 ’5 5 "E 1 1 3 .6 4 ’N 2 5 0 2 ’1 2 "W 8 3 .8 3 ’N 4 8 0 9 ’1 3 "W 7 7 .6 6 ’REBAR S 2 6 3 9 ’5 0 "W 2 6 .6 8 ’N 5 8 3 4 ’0 0 "W 6 3 .0 2 ’S 2 0 4 7 ’4 7 "W 1 3 .7 1 ’S 2 7 0 7 ’1 1 "W 6 .7 8 ’S 3 6 3 2 ’5 8 "W 1 1 .2 9 ’S 4 5 3 5 ’2 4 "W 1 1 .0 8 ’S 5 4 5 0 ’5 7 "W 1 7 .7 2 ’S 5 1 1 1 ’3 2 "W 1 4 .2 9 ’S 4 6 1 6 ’3 6 "W 1 5 .4 3 ’S 6 6 0 9 ’0 3 "W 3 .5 9 ’S 8 3 1 9 ’1 5 "E 2 1 .9 8 ’ 4 0 .0 0 ’ 6 0 .0 0 ’ 6 0 .0 0 ’ 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W N 2 1 0 5 ’5 7 "E 8 .8 3 ’N 1 9 4 4 ’1 0 "E 2 3 7 .5 1 ’ 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 MCKNIGHT JOE F. MCKNIGHT 6 5 6 6 67 69 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 2 0 .1 2 ’+2 0 .3 0 2 3 .4 8 ’+6 5 .8 4 CHARLES C. WILLIAMS 6 3 M A T C H L I N E -L - S T A . 1 7 7 + 0 0 S E E S H E E T 1 7 M A T C H L I N E -L - S T A . 1 8 9 +0 0 S E E S H E E T 1 9 1 8 "FS HEADWALL REMOVE 1 8 - 3 1 8 - 4 R E T A I 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 R E T A I N 2 4 " 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 ’ PES B Natural Natural Ground Ground 2 :1 2 :1 D ( Not to Scale)STANDARD BASE DITCH DETAIL 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 1 8 "R E M O V E SEE DETAIL 4 DDE = 5 CY -L- STA. 187+70 LT STANDARD BASE DITCH 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .DETAIL 19 M I N I M U M ) (8 G U A G E 9 6 " C S P 35.00 R\W +00.00 35.00 R\W +80.00 S T A . 1 8 3 +2 5 G U T T E R I N G B E G I N E X P R E S S W A Y S T A . 1 8 8 +0 0 G U T T E R I N G E N D E X P R E S S W A Y 1 8 - 6 1 8 - 6 18-7 18-8 18-9 FABRIC 10 S.Y. FILTER RIP RAP WITH CLASS ’B’ 3 TONS R \ W , 5 0 ’ + 2 0 . 0 0 R\W, 50’+50.00 EST. 5 CU. YD. DDE N A D 8 3 N A D 8 3 2 8 ’ 2 8 ’HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 1 9 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 19 R-3101 M A T C H L I N E -L - S T A . 1 8 9 +0 0 S E E S H E E T 1 8 M A T C H L I N E -L - S T A . 2 0 1 +0 0 S E E S H E E T 2 0 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 -B L - 3 9 1 8 6 +5 4 .4 4 P I N C -B L - 4 0 1 9 3 +4 9 .8 7 P I N C (B R I D G E S P I K E S E T ) E L E V =2 6 9 1 .8 1 ’T 5 -2 1 5 P I N C 1 0 +4 0 .7 8 (T R A V . M O N .) E L E V =2 7 0 4 .4 7 ’ = -T 5 - 3 9 P O T 1 4 +8 7 .3 1 (B R I D G E S P I K E S E T ) E L E V =2 6 9 6 .1 0 ’ T 5 - 2 1 6 P I N C 1 2 +6 0 .3 6 I N V = 2 6 9 6 . 2 3 I N V = 2 6 9 7 . 1 7 I N V = 2 7 1 2 . 6 1 I N V =2 7 2 7 .0 2 I N V =2 7 2 8 .9 6 1 8 " C M P 1 8 " C M P DI 1 8 "C M P H W R O C K T O G E T I N V U N A B L E T O A P P R O X S C R U B 2 4 0 4 8 " W W /1 S B W 4 8 " W W /1 S B W B S T 1 2 " R C P 4 8 " W W / 2 S B W 2 4 3 G R 1 5 " R C P 4 8 " W W /2 S B W 5 S B W 2 4 4 5 S B W S C R U B 2 4 2 5 S B W 4 8 " W W / 2 S B W G B S T R O C K H W R O C K H W ROCK HW R O C K H W 4 8 " W W /1 S B W 2 4 5 2 4 6 4 8 " W W /1 S B W 4 8 " W W /3 S B W 4 8 " W W /3 S B W 2 4 7 B S T M T L 1 8 " C M P D I 2 4 1 S 8 8 3 2 ’ 4 8 " W 1 0 5 . 9 9 ’ N 4 2 0 5 ’ 0 8 " W 1 4 . 5 5 ’ N 6 2 0 7 ’1 2 " W 5 5 .7 9 ’ N 4 0 0 5 ’ 1 2 " W 1 3 0 . 9 5 ’ N 2 0 3 6 ’1 3 "W 1 0 9 .5 4 ’ N 6 1 0 3 ’1 2 " W 4 3 .0 8 ’ N 3 8 2 8 ’ 1 3 " W 4 4 . 4 2 ’ N 0 2 0 2 ’4 8 "E 4 6 .8 0 ’ N 8 6 1 5 ’0 0 " W 6 9 .2 2 ’ N 3 8 3 2 ’ 2 5 " W N 4 2 1 5 ’ 1 0 " W 2 9 5 . 7 8 ’ N3318’34"W 199.95’N 5 0 3 6 ’0 9 "E N 5 7 2 7 ’2 3 "E S 7 9 0 7 ’2 1 "W 4 8 2 .5 8 ’ E I P -C O R 4 .9 1 ’ R /W -E I P 4 4 2 .3 0 ’ R E B A R -C O R 1 0 .6 3 ’ R /W -R E B A R 5 6 2 .6 9 ’ E I P -C O R 9 .7 5 ’ R /W -E I P S 6 8 0 8 ’1 2 "W 9 1 .9 5 ’S 6 3 0 6 ’5 9 "W 1 2 .2 7 ’N 3 6 3 9 ’3 0 "W 1 2 2 .2 7 ’ E I P R E B A R E I P A N D J A N E T M C K N I G H T J O E F . M C K N I G H T D B 1 6 3 P G 9 3 1 D B 1 5 7 P G 6 7 9 6 8 6 7 7 0 71 72 TOMMY CHARLES MCKNIGHT J A C K I E D . B I L L I N G S A N D M I L D R E D T . B I L L I N G S C H A R L E S C . W I L L I A M S A N D L I N D A M C K N I G H T W I L L I A 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 2 0 .4 1 ’+7 4 .3 4 2 0 .6 5 ’+3 1 .5 4 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 1334 JACKIE D. BILLINGS 73 1 9 0 P T S t a . 1 9 0 +8 3 .0 5 1 9 5 P C S t a . 1 9 7 +1 2 .9 4 2 0 0 P I S t a 1 8 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 .1 8 D L = 6 2 4 . 8 6 ’ T = 3 1 5 . 2 5 ’ R = 1 , 9 0 9 . 8 6 ’ 2 4 ’ 2 4 ’ R E M O V E E X I S T . G U A R D R A I L 6 0 ’ 6 0 ’ 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 73.00 199+50.00 68.00 200+50.00 61.00 201+00.00 59.00 198+50.00 38.00 200+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 72.47 PL 38.46 PL 1 9 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 C F C F C F C F C F C C C C C F C 2 4 " 1 8 " FS F S H E A D W A L L R E M O V E 2 4 " 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 FABRIC RIP RAP WITH 3 TONS CLASS ’B’ 1 9 - 1 1 9 - 2 1 9 - 4 1 9 - 5 19-6 19-7 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 1 0 :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 ’ M i n . 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 ’ M a x . D E T A I L 1 9 P E S R\W R\W 55.00 R\W +45.00 55.00 R\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 N A D 8 3 2 8 ’ 2 8 ’ 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 LT CUT 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 0 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 20 R-3101 M A T C H L I N E -L - S T A . 2 0 1 +0 0 S E E S H E E T 1 9 M A T C H L I N E -L - S T A . 2 1 3 +0 0 S E E S H E E T 2 1 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 -B L - 4 2 2 0 6 +8 9 .5 8 P I N C 5 +0 0 .0 0 P O T -B Y 1 3 - 1 0 7 -B L -4 1 1 9 8 +2 9 .4 9 P I N C 8 +0 5 .7 9 P O T I N V = 2 7 3 9 .0 2 I N V = 2 7 4 3 . 1 9 I N 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 . 1 7 I N V = 2 7 8 0 .2 4 INV=2785.74 1 5 " C M P D I 2 4 " C M P D I H W R O C K 1 8 " C O N C . 1 8 " C M P C B 1 5 " C M P 2 4 8 B S T R O C K W A L L 1 .5 S F D G 6 S B W 1 S B K D 2 4 9 G R B S T A P P R O X G B S T S S R 1 1 0 7 F O X F I R E R O A D B S T B S T 1 S B K D 1 .5 S F D B S T 1 5 " R C P R O C K W A L L B S T 4 8 " W W 4 8 " W W 2 5 0 B S T M T L 1 5 " R C P G R T E L 2 5 8 1 5 " R C P 6 S B W 2 5 9 1 S F D BST B S T 2 6 3 2 6 2 HTR GR S O I L H T R S H T R 7 2 " W D H T R 7 2 " W D 1 5 " R C P S B S T G R 2 5 4 2 5 7 3 6 " W D R A I L H T R S C R U B G R S C R U B 2 5 1 2 5 2 1 5 " R C P G A Z E B O B L K W A L L W E L L P T S t a . 2 0 3 +3 7 .7 9 2 0 5 P C S t a . 2 0 8 +1 0 .0 9 2 1 0 PI Sta 211+67.63 D L = 714.15’T = 357.54’R = 5,729.58’-L- P C P T -Y 1 1 - -L- - L - - L - P O T S t a . 1 2 + 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 ’ - Y 1 1 - P O T S t a . 1 0 + 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 2 4 ’ 5 ’ R 2 4 ’ 10’R D I S T U R B D O N O T D I S T U R B D O N O T P A V E M E N T T O B E R E M O V E D B E R E M O V E D P A V E M E N T T O 6 0 ’ 6 0 ’ 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 64.00 210+00.00 66.00 212+00.00 62.00 213+00.00 53.00 208+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 60.00 210+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, 50.00 65.65 PL 61.26 62.61 PL PL 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 C C C C C C C C C C C C C C C C C F F F C C F F F C C C C A P P R O X . 4 0 ’ P R I V A T E R /W E A S E M E N T 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 ’ S 6 3 2 4 ’5 5 "W 1 4 7 .3 2 ’ P K N A I L 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 I D I R O N E I P S 5 4 1 3 ’0 4 "W S 5 1 0 8 ’2 7 "E 1 9 9 .3 0 ’ S 4 1 5 0 ’3 6 " E 4 0 .5 6 ’ S 5 0 5 4 ’2 7 "E 9 0 .2 0 ’ N 1 3 1 1 ’1 0 "E 2 3 0 .3 1 ’ S 5 2 3 7 ’1 8 "W 4 1 .7 2 ’S 5 2 5 5 ’0 0 "W 2 7 .6 4 ’S 5 2 5 5 ’0 0 "W S 6 1 3 0 ’0 0 "W 1 3 7 .6 9 ’N 3 5 3 7 ’1 3 "W 2 0 1 .9 2 ’N 3 7 0 5 ’0 0 "W 1 0 0 .0 0 ’N 0 1 4 5 ’0 0 "E 3 1 5 .7 7 ’N 7 1 1 0 ’2 6 "W 8 .3 6 ’ R E B A R -C O R 1 8 9 .6 4 ’ R E B A R -R E B A R N 0 1 1 6 ’5 5 "E 4 4 5 .1 5 ’S 3 6 1 7 ’5 8 "E 1 9 .9 7 ’N 0 1 4 5 ’0 0 "E 6 4 .3 0 ’N 0 1 2 7 ’1 8 "E N 5 2 5 5 ’0 0 "E 1 2 5 .2 3 ’N 5 2 3 7 ’1 8 "E 1 5 0 .7 5 ’ 2 2 0 .7 5 ’ R /W -R /W 2 1 6 .9 0 ’ R /W -R E B A R 2 .6 1 ’ R E B A R -R /W 4 0 .0 0 ’ A P P R O X . 4 0 ’ P R I V A T E R /W E A S E M E N T 4 0 .0 0 ’ 2 6 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W 1 3 4 .0 4 ’ R /W -C O R 1 5 .9 6 ’ S O L I D I R O N -R /W N 0 7 0 6 ’0 7 "E 1 6 4 .3 5 ’ A N D K E L L E Y R . L A M B I O T T E D O N S . L A M B I O T T E HEIRS M . F . T I L L E Y A N D L I N D A W I L L I A M S R I C H A R D C . W I L L I A M S 7 3 7 2 7 1 7 4 7 5 7 6 7 7 7 7 79 8 0 8 1 8 1 84 7 2 8 3 D B 2 6 1 P G 1 2 7 6 PB 4 PG 80 DB 95 PG 64 P B 4 P G 8 0 D B 4 5 P G 1 5 8 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 492 DB 81 PG 429 GLENN LAVERN SMITH KATHLEEN SMITH TAYLOR DB 98 PG 534 ABBE ROSE COX HEIRS DB 95 PG 64 PB 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 1 9 .9 4 ’+0 7 .9 0 3 6 .9 7 ’ +4 2 .9 9 66.75’+97.58 21.08’+6 4 .7 9 2 0 .7 9 ’+1 6 .1 5 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 3 0 " 2 4 " 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 R E T A I N PES R E M . P E S 2 4 " R E M .C B R E M . F l a t t e r 4 :1 o r 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 1 8 " 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 1 0 :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 ’ M i n . 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 ’ M a x . 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 35.00 R\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 ’ N A D 8 3 2 8 ’ 4 6 ’ 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 4 DDE = 180 CY -L- STA. 223+10 TO 223+60 LT STANDARD 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 1 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 21 R-3101 M A T C H L I N E -L - S T A . 2 1 3 +0 0 S E E S H E E T 2 0 M A T C H L I N E -L - S T A . 2 2 5 +0 0 S E E S H E E T 2 2 FOR -L- PROFILE SEE SHEET 55 ALL DRIVEWAY RADII ARE 15’ UNLESS NOTED UNLESS OTHERWISE NOTED ALL R/W MONUMENTS HAVE A 30’ OFFSET NOTES RADIUS ON -Y- LINES TIE ALL PAVED SHOULDERS AT THE END OF THE FOR -Y12REV- PROFILES SEE SHEET 71 -B L - 4 2 2 0 6 +8 9 .5 8 P I N C -B L - 4 3 2 1 7 +5 0 .2 1 P I N C 5 +0 0 .0 0 P O T -B Y 1 4 - 1 0 9 8 +3 6 .9 4 P O T 5 +0 0 .0 0 P O T B M 9 2 8 3 3 . 2 0 T O G E T I N V U N A B L E T O 1 8 "C M P 2 4 "C M P 2 4 "C M P 2 4 "C M P H W R O C K H W R O C K H W R O C K H W R O C K I N V = 2 8 0 6 .2 3 I N V = 2 8 1 0 . 2 8 I N V = 2 8 2 4 .1 7 I N V = 2 8 2 7 .7 6 I N V =2 8 3 2 .7 2 I N V =2 8 3 4 .5 1 I N V =2 8 3 7 .8 9 DI SCRUB SCRUB 1 S F D 2 6 8 2 6 9 3 6 " W D R A I 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 2 4 " R C P 2 8 5 S T E P S R O C K C O N C C O N C 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 4 G R B S T 1 S F D C O N C W D D E C K B S T 2 8 1 2 7 9 2 8 0 H T R C O N C S M T L 2 7 3 B U S 1 S M T L C O N C 2 7 4 1 2 " R C P 2 7 6 2 7 5 P A R A D I S E L A N E G R S 2 7 7 2 7 8 1 S F D G R G R W E 2 8 0 7 .0 S C R U B 1 5 " C M P 2 9 1 2 7 2 2 9 2 1 5 " C M P 5 7 6 P R I V A T E R /W E A S E M E N T A S I N P B 6 P G 5 8 P R I V A T E R /W E A S E M E N T A S I N P B 6 P G 5 8 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 I D I R O N N 3 5 0 0 ’ 2 2 " W 5 0 . 0 7 ’ N 5 2 3 3 ’4 6 "E 1 5 4 .9 3 ’ N 5 4 0 8 ’0 5 "E 3 6 .0 3 ’ N 3 2 2 6 ’ 1 4 " W 3 0 3 . 1 0 ’ N 0 2 2 8 ’2 7 "E 3 6 7 .1 5 ’ N 8 3 2 8 ’2 8 "E 3 2 .5 0 ’ N 5 2 2 8 ’2 7 "E 2 2 2 .3 1 ’S 8 2 2 0 ’ 0 5 " E 7 4 . 1 1 ’ N 3 7 0 5 ’ 0 0 " W S 5 2 5 5 ’0 0 "W 1 3 5 .4 0 ’ S 5 1 1 8 ’1 2 "W S 5 1 1 5 ’5 4 "W S 6 9 1 6 ’4 9 "W 1 2 9 .4 2 ’N 1 0 4 8 ’1 9 "E 1 4 2 .5 0 ’S 7 7 0 9 ’3 3 "W N 6 2 4 8 ’1 6 "W R E B A R EIP R E B A R 1 0 8 .4 1 ’ R E B A R -C O R 5 .0 6 ’ R /W -R E B A R N 0 1 2 7 ’1 8 "E 1 2 8 .6 1 ’ 9 2 .5 5 ’ R E B A R -R E B A R 1 5 .0 5 ’ R /W -R E B A R 8 2 .0 9 ’ R E B A R -R E B A R 1 .2 7 ’ R /W -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 8 6 2 0 ’5 8 "E S 8 6 3 1 ’3 4 "E 1 3 9 .8 2 ’S 0 2 2 6 ’2 7 "E 8 8 .4 0 ’ R E B A R -R E B A R 1 6 .3 2 ’ R /W -R E B A R 1 9 7 .4 2 ’ R /W -R E B A R 3 .8 5 ’ R E B A R -R /W P K N A I L N 5 7 4 4 ’4 9 "E 1 6 4 .1 5 ’E I P 4 0 .0 0 ’ 4 0 .0 0 ’2 6 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W 5 0 .0 0 ’EXISTING R/W E X I S T I N G R /W S 8 7 5 3 ’0 3 "E 1 5 8 .9 8 ’4 7 .2 6 ’ R /W -E I P 2 .3 9 ’ R E B A R -R /W N 0 9 3 8 ’2 7 "W 1 6 3 .5 7 ’AND BILLY GENE BLEVINS, JR.BILLY GENE BLEVINS, SR.DB 253 PG 1136 DB 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 90 91 223 93 92 S T E V I E M O X L E Y 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 D B 2 6 6 P G 8 8 7 DB 125 PG 3 PB 6 PG 58 DB 195 PG 201 PB 6 PG 58 DB 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 2 2 .5 8 ’+7 4 .2 6 2 3 .5 8 ’+6 0 .6 2 AND JOANN KELLY SMITH TRUST HENRY 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 2 1 5 P T S t a . 2 1 5 +2 4 .2 5 2 2 0 2 2 5 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- 1 0 -Y 1 2 R E V - 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+00.00 BEGIN CONSTRUCTION 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 2 4 ’ 145’200’2004 / 2030 ADT 1-/1 1-/1 40/69 40/70 -Y12REV- FOXFIRE ROAD 1-/1- 6 0 ’ 6 0 ’7 0 ’ 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 1 3 +5 0 .0 0 12+50.00 12+50.00 224+00.00 58.00 224+50.00 75, 60 225+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, 34.00 R\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 30.00 13+72.00 13+00.00 30.00 13+50.00 20.00 13+25.00 221+72.46 224+00.00 40.00, 30.00 223+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\W R\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 PL 2 2 2 +4 8 .0 0 6 5 .0 0 2 1 5 + 3 5 . 0 0 R/W R / W , 6 0 ’ , 7 5 ’ R \W , 3 0 ’ 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 C C C C C F C C F C F C F C F F F F F F C C C C 2 4 " 3 0 " 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 FABRIC RIP RAP WITH 5 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 2 4 " C O N C . E N D W A L L & HW’S REMOVE 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 . F l a t t e r 4 :1 o r 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 21-6 21-5 2 4 "R E M O V E 21-7 2GI-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 P E S ( 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 . 1 8 "21-8 2GI-A 2GI-A 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .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 N A D 8 3 5 2 ’ HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 2 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 22 R-3101 M A T C H L I N E -L - S T A . 2 2 5 +0 0 S E E S H E E T 2 1 M A T C H L I N E -L - S T A . 2 3 7 +0 0 S E E S H E E T 2 3 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 -B L - 4 4 2 2 1 +0 1 .1 8 P I N C -B L - 4 5 2 2 5 +3 7 .0 4 P I N C 7 + 7 8 . 1 6 P I N C - B Y 1 5 - 1 1 2 1 0 + 3 6 .9 8 P O T - B Y 1 5 - 1 1 3 5 + 0 0 .0 0 P O T - B Y 1 6 - 1 1 4 9 +6 1 .8 3 P O T I N V =2 8 0 6 .1 6 I N V =2 8 0 7 .8 9 I N V = 2 8 5 0 . 7 8 I N V = 2 8 5 2 . 3 2 1 8 " C M P D I H W R O C K 2 4 " C M P S C R U B S C R U B S C R U B S R 1 4 6 4 S H A W T O W N R O A D B S T G R C O N C 2 9 5 B S T G R 3 0 7 2 4 " W D 1 S F D G B L K W A L L B L K W A L L B L K W A L L 3 0 6 1 S F D S 3 0 8 1 S F D G R 3 1 0 S R 1 1 0 6 C H E R R Y L A N E B S T 3 1 2 W S 1 S F D S G R H T R S G R B S T 1 S B K D G R S S S 1 S B L K 3 0 0 B S T 1 2 " R C P 1 S F D W D D E C K B S T 1 2 " R C P 2 S B W GR U S 2 1 B S T M T L G R W D W A L L S C O N C 3 2 1 B K W A L L B S T 3 2 0 S C R U B 3 1 5 3 1 4 3 1 9 B O A R D B I L L 3 W D R A I L 3 S B W 1 S F D 3 1 1 A P P R O X 1 S B K D S C R U B 2 - W D R A I L G R D E C K D E C K 3 1 3 2 9 6 2 9 4 W W W 1 2 " R C P W W S T A N K S E P T I C W E L L 2 2 5 2 3 0 P C S t a . 2 3 0 +7 7 .2 4 2 3 5 P I S t a 1 0 + 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 1 3 + 0 0 .3 3 D L = 2 9 4 .1 0 ’ T = 1 5 0 .0 4 ’ R = 6 0 3 .1 1 ’ - Y 1 3 - P C S t a . 1 1 + 5 0 .2 9 - Y 1 3 - P O T S t a . 1 5 + 4 1 .9 6 P C P O T P T P C P T -Y 1 3 - -Y 1 3 - -L --L - -Y 1 4 - PI Sta 237+22.38 D L = 1,229.11’T = 645.15’R = 1,637.02’-L- - Y 1 3 - 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 - P C S t a . 1 0 + 3 0 .7 4 - Y 1 3 - P T S t a . 1 0 + 5 4 .7 5 - Y 1 3 - P T S t a . 1 4 + 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 R A U 3 5 0 G R A U 3 5 0 5 ’R 2 8 ’2 4 ’ 5 0 ’ R 5 0 ’ R 5 0 ’ R 5 0 ’ R 3 0 0 ’ T A P E R 4 5 0 ’ U N I F O R M T A P E R RETAIN EXISTING DRIVE TIE TO EXISTING DRIVE ABANDON WELL SEAL 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 2 0 0 4 / 2 0 3 0 A D T 6/10 8/17 43/81 40/70 -Y 1 3 - S H A W T O W N R D 15/28 7 0 ’ 6 0 ’ 6 0 ’ 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 50.00 PL 233+55.00 233+65.00 99.00 233+66.00 63.00 63’, 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 C C C C C C 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 S 6 2 5 0 ’0 6 "E S 7 6 5 2 ’5 5 "E N 3 3 1 9 ’2 4 "E 7 3 .4 3 ’ N 3 3 1 9 ’2 3 "E 1 6 .5 7 ’ N 5 7 4 4 ’4 9 "E 1 6 4 .1 5 ’ N 5 8 1 9 ’2 4 "E 4 2 .0 0 ’ 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 N 6 2 5 0 ’0 4 " W 2 9 .9 4 ’ 2 2 3 .8 6 ’ R / W - C O R 1 .2 8 ’ R E B A R - R / W 2 6 5 .7 6 ’ R / W -C O R 7 .1 0 ’ R E B A R -R / W P K N A I L R E B A R E I P E I P R E B A R E I P E I P E I P E I P E I P E I P R E B A R E I P S 4 4 2 9 ’4 0 "W N 3 6 3 8 ’ 5 9 " W 1 6 8 . 2 1 ’ N 3 4 3 8 ’ 5 4 " W 7 6 . 4 0 ’ S 7 5 2 6 ’5 7 "W 9 9 .5 0 ’ S 6 7 1 7 ’3 9 "W 5 5 .1 4 ’ 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 0 2 1 9 ’0 9 "E 3 3 .5 9 ’ N 8 4 5 2 ’2 8 " W 7 4 .0 8 ’ S 7 5 2 6 ’5 9 "W 4 .9 4 ’ 1 3 1 .8 4 ’ E I P -E I P 1 0 .8 0 ’ R /W -E I P N 5 6 1 8 ’1 5 "E 2 2 3 .4 5 ’ N 5 6 1 8 ’1 4 "E 2 6 .9 1 ’ S 6 1 4 2 ’3 2 "W 1 2 7 .3 3 ’ N 3 7 0 2 ’ 0 5 " W 2 9 0 . 1 5 ’ N 3 6 4 3 ’4 1 "W 2 2 0 .6 8 ’ N 7 4 2 5 ’2 5 "E 1 8 9 .1 7 ’ N 5 6 3 6 ’3 4 "E 1 5 1 .8 1 ’ E I P -R E B A R 9 .2 7 ’ R /W -E I P S 4 1 2 9 ’5 8 "W 2 1 7 .1 3 ’S 5 1 2 0 ’3 7 "W 4 0 .0 2 ’ E I P -E I P 9 .8 1 ’ R /W -E I P N 3 6 1 5 ’2 3 "W 7 1 .6 1 ’N 3 9 4 0 ’2 3 "W 9 5 .6 8 ’N 4 2 0 5 ’2 2 "W 7 8 .9 4 ’S 8 5 5 5 ’3 7 "W 6 2 .9 2 ’N 3 1 4 5 ’0 0 "E 1 9 9 .4 7 ’ R E B A R -C O R 7 .5 0 ’ R /W -R E B A R R E B A R N 3 6 5 9 ’ 2 8 " W 1 4 . 5 8 ’ 6 0 .0 0 ’ 6 0 . 0 0 ’ E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W A N D M A R I L Y N C R O U S E & M A R I L Y N C R O U S E C L A R E N C E R O B Y FIRE DEPARTMENT CHERRY LANE VOLUNTEER DB 150 PG 89 DB 108 PG 770 BETTY LOU JONES ELGIN JONES AND 9 2 9 3 9 4 9 5 9 6 9 7 9 8 9 9 100 1 0 2 2 2 4 2 2 5 2 2 6 2 2 7 G E O R G E M . W I M 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 1 8 1 P G 2 6 1 D B 1 4 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 6 8 .3 9 ’ +4 0 .3 5 3 1 .3 0 ’+6 3 .9 8 2 9 . 7 5 ’ + 9 9 . 6 0 1 8 .8 4 ’ + 6 4 .1 8 2 3 .4 4 ’+7 8 .3 1 1 8 .6 1 ’+7 9 .9 8 2 8 .1 6 ’+9 6 .2 8 3 1 . 1 5 ’ + 7 9 . 8 2 - Y 1 3 - 3 0 . 1 8 ’ + 7 5 . 5 6 - Y 1 3 - 2 8 .6 3 ’ + 2 6 .8 8 - Y 1 4 - 3 0 .9 4 ’ + 2 8 .1 2 - Y 1 4 - S 6 1 0 7 ’5 4 " E 9 1 .2 6 ’ 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 I T H T R U S T H E N R Y C . S M I T H A N D J O A N N K E L L Y S M I T H T R U S T H E N R Y C . S M I T 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 L E Y MELVIN MILES DB 56 PG 162 N 3 8 3 3 ’2 0 " E 1 7 1 .2 9 ’129 MARLOWE LAVERNE LUFTON DB 338 PG 1040 2 4 "HEADWALL REMOVE PES 14 S.Y. FILTER FABRIC RIP RAP WITH 5 TONS CLASS ’B’1 5 "22-5 22-3 22-4 R E M O V E 1 8 " 24" 2 2 - 1 22-2 2GI-B 2 G I - A 2 G I - A N A D 8 3 2 2 ’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 3 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 23 R-3101 M A T C H L I N E -L - S T A . 2 3 7 + 0 0 S E E S H E E T 2 2 M A T C H L I N E -L - S T A . 2 4 9 +0 0 S E E S H E E T 2 4 - 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 I N C -B L - 4 7 2 4 1 +1 7 .5 9 P I N C B M 1 0 2 7 6 7 .9 8 I N V =2 7 6 0 .6 1 T O G E T I N V U N A B L E T O H W R O C K 2 4 " C M P M T L 1 S F D S C O N C 4 8 " W W /1 S B W W E 2 7 7 6 .3 P O N D 3 2 8 G R B O A R D B I L L M T L M T L 3 2 0 4 8 " W W / 1 S B W B S T P A 3 3 1 3 3 2 3 3 3 3 3 6 7 2 " C H L /3 S B W B U S /S 1 S B L K 3 2 5 7 2 " C H L /3 S B W 3 3 4 3 3 5 M T L MTL CANOPY B S T 2 4 " B L K W A L L 7 2 " B L K W A L L 4 8 " W W /2 S B W 4 8 " W W /1 S B W 3 3 9 S B S T 3 2 7 4 8 " W W /1 S B W S M T L U S 3 2 1 S S S S B U S 2 S M T L S S C R U B 3 -W D R A I L 3 -W D R A I L /2 S B W G R 3 2 6 1 2 " H D P E E I P R E B A R N 8 2 0 9 ’3 6 "W 9 4 .8 2 ’ E I P S 8 3 0 9 ’1 3 " W 7 6 2 .8 2 ’ S 8 2 1 5 ’3 8 " W 1 6 .0 3 ’ N 1 3 0 0 ’0 0 "E 2 8 2 .1 6 ’ N 1 8 0 0 ’1 6 "W 3 1 5 .9 2 ’N 8 6 0 4 ’2 2 "E 7 9 .7 4 ’N 1 8 5 1 ’2 5 "W 2 .7 8 ’N 3 4 1 6 ’2 5 "E 2 6 7 .5 1 ’N 8 0 5 9 ’0 2 "W 3 0 2 .8 0 ’ 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W N 1 8 5 0 ’5 9 "W 1 8 .9 2 ’S 0 1 3 8 ’3 6 "W 3 6 2 .6 4 ’S 0 2 4 1 ’2 9 "W 1 0 7 .3 6 ’DB 223 PG 472 DB 141 PG 520 DB 165 PG 835 DB 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 1 0 1 2 2 8 106 1 0 2 C A R O L W . J O H N S O N N I C O L E E L I Z A B E T H B L E V I N S C A R O L W . J O H N S O N D B 1 6 5 P G 8 3 5 D B 7 2 P G 4 3 7 D B 1 3 5 P G 1 8 4 D B 3 4 9 P G 1 3 5 0 D B 8 4 P G 3 7 9 D B 1 3 5 P G 1 8 4 2 1 .3 5 ’+1 6 .6 0 2 2 .7 5 ’+2 4 .2 6 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 . B I L L Y G E N E B L E V I N S , S R N 3 8 3 3 ’2 0 " E 1 7 1 .2 9 ’ S 7 8 0 6 ’ 4 0 " E 3 6 3 . 4 0 ’ S 0 6 1 2 ’0 4 " W 104 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 . 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 2 4 0 P T S t a . 2 4 3 +0 6 .3 4 2 4 5 T S S t a . 2 4 5 +1 5 .8 4 S C S t a . 2 4 7 +1 5 .8 4 B P I s S t a 2 4 6 + 4 9 .1 9 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 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 R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 3 0 0 ’ 2 8 ’ 2 4 ’ 10’R 6 0 ’ 2 6 ’ 5 6 ’ 6 0 ’ 6 0 ’ 6 0 ’3 0 ’ 2 4 0 + 0 0 . 0 0 2 3 7 + 9 6 .0 0 7 3 .0 0 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 67.69 PL 245+15.84 30.00 245+90.00 30.00 2 4 6 +6 5 .0 0 30.00 2 4 7 +1 5 .8 4 30.00 2 4 7 +1 5 .8 4 30.00 2 4 6 +6 5 .0 0 3 0 .0 0 2 4 5 +1 5 .8 4 3 0 .0 0 2 4 5 +9 0 .0 0 3 0 .0 0 2 3 8 + 3 7 .0 0 8 6 .0 0 2 3 8 + 5 9 .0 0 6 6 .0 0 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 C C F C F C F C F F C C C C C C C C C C C C F 3 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 ’ P E S 1 5 " 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 . F l a t t e r 4 :1 o r 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 A D 8 3 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 4 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 24 R-3101 M A T C H L I N E -L - S T A . 2 4 9 +0 0 S E E S H E E T 2 3 M A T C H L I N E -L - S T A . 2 6 1 +0 0 S E E S H E E T 2 5 -B Y 1 8 - 1 1 9 1 2 +8 8 .3 1 P O T -B L -G P S R 3 1 0 1 -1 3 2 4 8 +6 1 .6 7 P I N C 7 +7 7 .1 8 P O T - B Y 1 7 - 1 1 6 5 +0 0 .0 0 P O T - B Y 1 8 - 1 1 8 5 +0 0 .0 0 P O T -B Y 1 9 - 1 2 2 1 5 +5 7 .1 3 P O T 1 1 +2 3 .6 2 P I N C -B Y 1 9 - 1 2 1 (6 0 D N A I L S E T ) E L E V =2 6 8 9 .9 1 ’ T 6 -2 1 7 P O T 5 +0 0 .0 0 (T R A V . M O N .)E L E V =2 6 8 6 .5 9 ’= -T 6 - 1 3 P O T 8 +2 8 .6 2 B M 1 1 2 6 6 7 .6 0 I N V =2 6 6 6 .0 7 G E T I N V U N A B L E T O I N V =2 6 6 7 .6 8 I N V =2 6 7 0 .0 4 I N V = 2 6 8 7 .5 2 I N V = 2 6 8 9 .4 8 I N V =2 6 9 1 .0 9 I N V =2 7 0 2 .9 3 T O G E T I N V U N A B L E T O 2 4 " C M P 1 5 " C O N C . C B 1 8 " C O N C .1 8 " C M P 1 8 "C M P F L O W D I R . O F H W R O C K H W R O C K B I L 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 " R O C K C U R B B L U E R I D G E P A R K W A Y W D R A I L 5 S B W B S T 5 S B W S C O N C C B 2 5 0 C S S t a . 2 5 2 +8 8 .1 6 S T S t a . 2 5 4 +8 8 .1 6 2 5 5 2 6 0 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 - 3 0 ’ 2 4 9 + 6 4 . 1 6 3 0 . 0 0 M A R K E R C O N C M O N N 5 4 4 7 ’2 6 "E 4 6 .7 5 ’N 4 2 4 7 ’2 7 "E 1 1 4 .4 3 ’ 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 N 5 8 5 7 ’0 4 "E 6 5 8 .1 6 ’ N 1 8 1 8 ’0 6 "E 9 4 .9 0 ’ N 4 3 4 3 ’0 2 "W 1 5 0 .8 0 ’ S 5 1 3 7 ’3 5 "W 3 9 1 .7 4 ’ M A R K E R -C O N C M O N 5 .7 9 ’ R /W -M A R K E R C O N C M O N 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W D B 1 6 5 P G 8 3 5 D B 7 2 P G 4 3 7 1 0 6 1 0 6 2 2 8 N I C O L E E L I Z A B E T H B L E V I N 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 1 4 1 P G 5 2 0 D B 1 6 5 P G 8 3 5 D B 7 2 P G 4 3 7 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 1 9 . 6 8 ’ + 6 8 . 9 9 1 9 .2 3 ’ +5 3 .3 5 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 . N A D 8 3 2 2 ’2 8 ’HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 5 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 25 R-3101 M A T C H L I N E -L - S T A . 2 6 1 +0 0 S E E S H E E T 2 4 M A T C H L I N E -L - S T A . 2 7 3 +0 0 S E E S H E E T 2 6 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 107 R/W AND TCE PREVIOUSLY ACQUIRED A P P R O X S C R U B S C R U B S C R U B S C R U B S C R U B S C R U B S C R U B M T L 3 3 8 3 3 9 5 S B W 3 4 0 W E L L I N G T O N R O A D B S T 8 ’ S O I L D R I V E B S T P A G R 343 344 1SBD S S 3 5 0 W 1 S B K D 4 8 " W W 341 G R W D R A I L 4 S B W 4 S B W S A V A N N A H L A N E G R S HW 2 - R O C K 2 4 " C M P 3 4 2 3 4 7 5 7 7 G U Y P O L E 3 4 6 S 2 8 1 8 ’0 5 "W 7 9 .9 5 ’ S 1 2 1 8 ’0 5 "W 1 1 5 .0 0 ’ N 6 1 4 3 ’0 0 "E 2 5 7 .1 9 ’S 0 8 1 8 ’0 5 "W 6 5 5 .0 0 ’ E I P -C O R 6 .9 3 ’ R /W -E I P R E B A R E I P 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W V A R I E S E X I S T I N G R /W V A R I E S AND NORRIS G. DIXON CHRISTOPHER G. & N. D. SHEPHERD 1 0 7 1 0 8 1 0 9 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 106 DB 247 PG 781 DB 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 2 3 .1 5 ’+8 6 .8 5 2 3 .6 8 ’+4 3 .6 5 5 0 .0 0 ’-B L - 4 8 2 6 6 +6 1 .9 8 P I N C -B L -G P S R 3 1 0 1 -1 4 2 5 9 +9 0 .8 2 P I N C 5 +0 0 .0 0 P O T 5 +0 0 .0 0 P O T 7 + 6 8 . 9 0 P I N C - B Y 2 0 - 1 2 4 10+06.90 POT -BY20- 125 (6 0 D N A I L S E T )E L E V =2 6 5 7 .1 3 ’T 7 -2 1 8 P O T 8 +4 2 .8 1 (T R A V . M O N .) E L E V =2 6 6 3 .8 7 ’ = -T 7 - 1 4 P O T 5 +0 0 .0 0 P C S t a . 2 6 4 +1 2 .4 4 2 6 5 P T S t a . 2 6 8 +9 2 .2 0 2 7 0 P C S t a . 2 7 0 +6 8 .5 8 - 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 2 4 ’G R A U 3 5 0 6 0 ’6 0 ’270+50.00 40.00 272+00.00 40.00 269+07.00 58.93 270+00.00 119.00 271+00.00 140.00 271+50.00 140.00 272+00.00 129.00 273+00.00 93.00 272+50.00 34.00 270+60.00 270+85.00 2 6 8 + 5 3 . 0 0 269+45.00 99.00 2 6 9 +1 8 .3 2 3 0 .0 0 R\W 123.32 PL 37.15 PL E X I S T I N G R /W EXISTING R/W 272+26.28 30.00 E X I S T I N G R /W 5 0 .0 0 ’EXISTING R/W 4 0 .0 0 ’R/W, TCE, 45.00 R/W, TCE, 45.00 272+96.00 45’, R\W 38.00 PUE C C C C C C C C C C C C C C F C F C 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 C U L 5 C U L 7 C U L 8 C U L 1 C U L 6 C U L 2 C U L 4 C U L 3 I N V =2 6 5 8 .1 7 I N V =2 6 5 8 .5 7 C E 2 C E 1 H W 2 H W 1 I N V = 2 6 6 6 . 3 3 I N V =2 6 6 9 .0 8 I N V =2 6 8 7 .0 1 I N V =2 6 9 3 .7 2 1 8 "C M P 8 ’X 8 ’ 2 - B A R R E L C U L V E R T # 8 2 4 " C M P 1 5 "C M P 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 N A D 8 3 2 8 ’ 2 8 ’HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 6 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 26 R-3101 M A T C H L I N E -L - S T A . 2 7 3 +0 0 S E E S H E E T 2 5 M A T C H L I N E -L - S T A . 2 8 5 +0 0 S E E S H E E T 2 7 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 -B L - 4 8 2 6 6 +6 1 .9 8 P I N C 5 +0 0 .0 0 P I N C -B Y 2 1 - 1 2 6 8 +5 0 .5 6 P O T -B L -4 9 2 7 6 +7 5 .6 0 P I N C (B R I D G E S P I K E S E T ) E L E V =2 6 9 3 .0 8 T 8 -2 1 9 P O T 5 +0 0 .0 0 (T R A V . M O N .)E L E V =2 7 1 6 .4 1 ’= -T 8 - 4 9 P O T 9 +2 9 .3 7 I N V = 2 6 8 0 .5 1 I N V = 2 6 8 3 .5 0 I N V =2 6 8 8 .6 8 I N V = 2 6 8 9 .9 8 I N V = 2 6 9 3 . 1 6 I N V = 2 6 9 5 . 5 7 I N V =2 7 0 1 .0 5 I N V =2 7 0 3 .2 4 I N V =2 7 0 9 .5 7 I N V =2 7 1 3 .4 3 1 8 "C M P 3 0 "C M P 2 4 "C O N C . 1 8 "C M P D I 8 4 "C M P H W C O N C H W C O N C H W R O C K HW R O C K 2 7 5 P T S t a . 2 7 5 +0 9 .6 4 P C S t a . 2 7 8 +6 3 .5 2 2 8 0 P T S t a . 2 8 3 +8 5 .8 3 2 8 5 PI Sta 281+24.78 D L = 522.31’T = 261.26’R = 7,639.44’-L- P I S t a 1 2 +3 8 .1 0 D R = 5 2 0 . 8 7 ’ T = 1 6 8 . 2 8 ’ L = 3 2 5 . 5 3 ’ - Y 1 5 - - L - - L - -Y 1 5 --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 350 50’R 50’R 2 4 ’ 2 4 ’ 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 2004 / 2030 ADT 3/5 1/2 2/3 43/81 44/82 -Y15- PULL TAIL RD 6 0 ’ 6 0 ’ 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 69.00 282+00.00 70.00 282+50.00 64.00 283+00.00 51.00 283+50.00 45.00 284+00.00 51.00 284+50.00 71.00 285+00.00 83.00 283+50.00 281+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 + 1 0 . 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 68.42 PL 2 7 9 + 1 5 .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/W R/W 5 0 . 0 0 2 7 2 + 9 6 . 0 0 71’, R\W PUE 282+04.00 71.00 282+33.00 118.00 282+51.50 R\W D U E P U 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 C F C F C F C C C F C F C F C F C F F S C R U B S C R U B S C R U B S C R U B H T R H T R 3 4 8 3 4 9 M T L M T L U S 2 1 H T R S H T R D E C K W D H T R G R 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 H T R 3 5 7 MTL 4 S B W 358 3 5 9 S R 1 1 1 1 P U L L T A I L R O A D B S T 5 S B W 1 S B L K G R 4 8 " W W /1 S B W G R D E C K D E C K D E C K D E C K G R D E C K HW C O N C 3 6 2 S B 1 2 " R C P 2 6 8 9 .4 4 B 3 1 1 4 B 2 7 7 0 2 7 0 2 .1 2 1 5 " R C P W W S P R I N G B O X 3 4 7 1 S F D 3 6 " W W S E P T I C T A N K S E P T I C T A N K S E P T I C T A N K 1 8 " 1 8 " 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 FABRIC RIP RAP WITH 2 TONS CLASS ’B’ H E A D W A L L R E M O V E HEADWALL REMOVE P E S R E M . 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 26-6 26-7 2 G I - D 2 G I - A 2GI-A G R A D E T O D R A I N 1 8 " 2 6 - 5 2 0 : 1 1 0 :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 ’ M i n . 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 ’ M a x . D E T A I L 1 9 3 6 " R E T A I N 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 35.00 R\W +50.00 35.00 R\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 N 3 1 4 6 ’5 3 "E 3 2 3 .3 3 ’ R /W -C O R 2 .6 4 ’ R E B A R -R /W R E B A R E I P R E B A R R E B A R R E B A R 6 0 .0 0 ’E X I S T I N G R /W E X I S T I N G 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 2 0 .1 3 ’+0 3 .2 5 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 8 6 4 5 ’4 5 " E 3 2 3 .5 0 ’N 8 6 4 5 ’4 5 " W 1 1 1 .1 6 ’N 6 9 4 0 ’3 8 " E 1 2 . 9 2 ’ S 8 8 4 5 ’2 2 " E 4 6 .1 1 ’ S 8 1 2 7 ’2 2 " E 5 3 .1 2 ’ N 8 4 1 0 ’3 8 " E 3 9 .6 9 ’ 1 3 .7 4 ’ 3 1 .0 9 ’S 8 7 1 9 ’2 2 " E 3 1 .7 7 ’ S 1 6 3 3 ’5 0 " E 3 1 8 .2 6 ’ P B 9 P G 7 3 0 ’ P R I V A T E R /W A S P E R P B 7 P G 9 U S T U S T U S T N A D 8 3 2 8 ’ 2 8 ’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 4 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 7 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 27 R-3101 M A T C H L I N E -L - S T A . 2 8 5 +0 0 S E E S H E E T 2 6 M A T C H L I N E -L - S T A . 2 9 7 +0 0 S E E S H E E T 2 8 - 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 -B L - 5 0 2 8 3 +7 7 .5 6 P I N C -B L - 5 1 2 8 8 +9 9 .8 6 P I N C (6 0 D N A I L S E T )E L E V =2 7 2 6 .4 3 ’T 9 -2 2 0 P O T 5 +0 0 .0 0 B M 1 2 2 7 2 6 .3 6 (T R A V . M O N .)E L E V =2 7 5 6 .2 9 ’= -T 1 0 - 5 1 P O T 9 +2 5 .6 4 (T R A V . M O N .) E L E V =2 7 3 4 .5 5 ’ = -T 9 - 5 0 P O T 7 +7 9 .1 7 I N V =2 7 2 0 .5 3 I N V = 2 7 3 3 .5 8 I N V = 2 7 3 0 .8 3 I N V =2 7 2 5 .0 1 I N V =2 7 4 8 .0 8 T O G E T I N V U N A B L E T O 1 8 "C M P 3 0 "S T E E L 1 8 "S T E E L 1 8 "C M P H W R O C K S C R U B S C R U B S C R U B S C R U B 3 6 3 3 6 5 3 6 6 3 6 9 1 S B K D C O N C 3 6 8 B S T G R 6 0 " W W 370 3 7 1 B S T M T L D E C K A R B O R L A N E S O I L 1 8 "C M P H W R O C K U S 2 1 B S T N 4 1 5 2 ’3 7 "E 1 4 5 0 .3 4 ’ N 4 7 0 2 ’3 7 "E 2 6 5 .5 0 ’ N 3 7 5 3 ’5 4 "E 2 6 9 .9 1 ’ N 4 5 0 6 ’0 5 "W 1 9 8 .4 4 ’ E I P E I P S 5 0 3 7 ’4 7 "W 1 3 6 7 .1 7 ’D U K E P O W E R R /W D U K E P O W E R R /W D U K E P O W E R R /W 2 0 0 .0 0 ’ 4 0 .0 0 ’ 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W S 1 4 5 8 ’5 5 "W 1 8 4 .3 5 ’S 3 1 1 8 ’5 5 "W 3 1 9 .1 0 ’PB 2 PG 61 PB 1 PG 65 DB 74 PG 473 DB 98 PG 236 11 5 1 1 6 1 1 7 118 119 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 61 DB 168 PG 890 2 0 .5 4 ’ +7 3 .3 9 2 1 .0 6 ’+6 2 .4 3 2 1 .0 9 ’+5 0 .8 2 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 P R 1 0 2 2 8 5 P C S t a . 2 8 8 +3 1 .0 4 2 9 0 P T S t a . 2 9 4 +0 4 .2 4 P C S t a . 2 9 4 +8 6 .0 4 2 9 5 P I S t a 2 9 1 +2 0 .6 1 D L = 5 7 3 .2 0 ’T = 2 8 9 .5 6 ’R = 1 ,6 3 7 .0 2 ’PI Sta 296+95.41 D L = 418.56’T = 209.37’R = 5,729.58’-L--L --L - G R A U 3 5 0 G R A U 3 5 0 2 4 ’ 2 4 ’7 5 ’R 3 0 ’R 6 0 ’ 6 0 ’ 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 77.00 293+50.00 72.00 294+00.00 60.00 294+50.00 44.00 2 9 3 +5 0 .0 0 3 2 .0 0 294+00.00 34.00 294+70.00 295+50.00 32.00 296+00.00 62.00 297+00.00 47.00 2 8 5 + 6 0 . 0 0 296+10.00 296+60.00 294+30.00 295+00.00 35.00 296+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\W R\W R\W, 65.00 R\W, 65.00 4 4 . 4 5 P L 4 6 . 6 7 5 1 . 7 3 P L P L 33.12 PL 45.79 PL 2 9 6 +5 0 .0 0 76.00 2 8 6 + 8 5 . 0 0 3 3 .5 4 PL 51.08 PL 7 5 .4 3 PL 5 3 .7 3 PL 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+86.00 296+97.00 R\W 296+93.00 90.00 PUE 296+83.00 88.00 PUE 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 C F C F C F C C C F C F C F C C F F F 2 4 " 1 8 " 2 4 " 7 S.Y. FILTER FABRIC RIP RAP WITH 2 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 1 5 " PES F l a t t e r 4 :1 o r 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 35.00 R\W +75.00 35.00 R\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 ’ N A D 8 3 2 8 ’ 2 8 ’HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 8 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 28 R-3101 M A T C H L I N E -L - S T A . 2 9 7 +0 0 S E E S H E E T 2 7 M A T C H L I N E -L - S T A . 3 0 9 +0 0 S E E S H E E T 2 9 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 -B L - 5 2 2 9 5 +8 8 .6 6 P I N C -B L - 5 3 3 0 0 +8 5 .2 4 P I N C 5 +0 0 .0 0 P O T 6 +7 1 .4 0 P I N C - B Y 2 2 - 1 2 9 9 +3 7 .9 5 P O T -B Y 2 2 - 1 3 0 (6 0 D N A I L S E T )E L E V =2 7 5 7 .1 4 ’T 1 0 -2 2 1 P O T 5 +0 0 .0 0 I N V = 2 7 5 3 .9 9 IN V = 2 7 5 5 . 9 6 I N V = 2 7 6 7 . 0 6 I N V = 2 7 6 7 . 7 6 1 8 "C M P H W R O C K H W R O C K I N V =2 8 0 1 .3 6 I N V =2 8 0 3 .8 7 2 4 " C M P 1 8 " C M P S C R U B S C R U B S C R U B S C R U B C E M E T E R Y 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 9 S E L E C 7 S E L E C G R S R 1 4 6 7 S T O K E R R O A D B S T 3 7 5 3 7 6 1 S B K D G R 3 S B W 5 S B W 4SBW 4 S B W 3 7 9 S O I L F O U N D R U I N S U S 2 1 B S T P T S t a . 2 9 9 +0 4 .5 9 3 0 0 P C S t a . 3 0 3 +6 8 .3 8 3 0 5 P C C S t a . 3 0 9 +4 0 .0 9 -L-PI Sta 306+58.09 D L = 571.71’T = 289.71’R = 1,432.39’-L --L - -Y 1 6 R E V - P O T - 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 7 5 ’R 2 4 ’ 2 4 ’ 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 6 0 ’ 6 0 ’ 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 80.00 306+50.00 72.00 306+00.00 44.00 307+00.00 46.00 308+00.00 42.00 308+50.00 33.00 309+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 67.12 PL 35.82 PL 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 C C C C C C C C C C C C C F C F C P R I V A T E R /W E A S E M E N T A S I N P B 6 P G 5 8 S 5 0 2 2 ’4 6 "W 1 0 3 2 . 8 2 ’ S 5 2 1 1 ’2 0 "W S 4 4 3 7 ’4 6 "W 1 0 7 3 .3 4 ’ E I P -C O R 9 .1 8 ’ R /W -E I P E I P 2 8 5 .0 5 ’ E I P -C O R 6 .1 3 ’ R /W -E I P E I P N A I L E I P E I P E I P E I P N 7 0 4 6 ’5 7 "W 1 5 6 .9 6 ’N 0 9 4 3 ’1 9 "E 3 3 5 .9 9 ’N 1 7 2 3 ’2 5 "W 4 5 .9 9 ’N 3 6 0 5 ’4 5 "W 6 1 .0 3 ’ N 4 1 5 4 ’2 2 "W 9 7 .5 2 ’ N 1 3 1 3 ’5 4 "E 1 6 4 .2 1 ’ N 0 0 0 9 ’5 5 "E 9 2 .7 7 ’ 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W 5 0 .0 0 ’ S 7 0 4 5 ’0 6 "E 2 9 .8 1 ’N 0 5 2 3 ’1 3 "W 6 2 .3 1 ’N 0 3 2 7 ’3 8 "W 1 1 7 .3 5 ’ 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 1 2 2 123 1 2 4 1 1 9 1 2 6 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 R I C H A R D H . S Q U I R E S , E T A L P B 9 P G 3 4 6 D B 3 3 2 P G 4 0 1 1 2 5 KRISTEN L. BRAUNIG TRUST TAX MAP DB 157 PG 956 ESTATE 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 2 4 " 2 8 - 2 3 0 " R E M . 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 A D 8 3 2 8 ’ 2 8 ’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 2 9 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 29 R-3101 M A T C H L I N E -L - S T A . 3 2 1 +0 0 S E E S H E E T 3 0 M A T C H L I N E -L - S T A . 3 0 9 +0 0 S E E S H E E T 2 8 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 -B L - 5 4 3 0 5 +3 6 .1 8 P I N C B M 1 3 2 7 6 7 .3 6 I N V =2 7 4 3 .1 6 I N V =2 7 4 4 .5 8 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 I N V = 2 7 7 6 . 0 9 1 8 "C M P D I H W R O C K 1 8 "C M P 2 4 "C M P HW R O C K S C R U B 2 S F D 3 8 1 5 S B W 5 S B W 5 S B W 7 2 " C H L S O I L 5 S B W 3 8 3 3 8 4 1 5 " H D P E 3 8 0 1 5 " P L A S T I C G R 1 2 " C M P P R I V A T E R /W E A S E M E N T A S I N P B 8 P G 7 3 E I P S 4 9 5 0 ’5 0 "W 4 9 5 .9 4 ’ N 8 4 4 0 ’ 3 4 " E N 8 4 4 2 ’ 1 0 " E 3 7 5 . 0 2 ’ 3 1 7 . 8 3 ’ E I P - C O R 1 0 . 1 2 ’ R / W - E I P N 1 1 0 4 ’3 7 "W 4 6 8 .0 1 ’ E I P S 5 4 4 5 ’0 6 "W S 5 4 4 5 ’0 4 "W 2 5 .0 0 ’N 3 6 2 6 ’5 6 "W S 6 5 3 3 ’5 2 "W 4 2 7 .6 9 ’7 5 0 .0 0 ’ E I P -C O R 2 4 .6 3 ’ R /W -E I P C M 3 8 3 .3 6 ’ C M -C O R 9 .6 2 ’ R /W -C M P B 9 P G 3 4 6 D B 2 7 1 P G 1 1 0 9 DB 165 PG 835 DB 72 PG 437 1 2 6 1 2 7 1 2 8 1 3 0 1 2 5 134 M E L A N I E J O H N S O N W A 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 . 1 1 ’ +8 7 . 9 6 2 0 . 8 5 ’ + 5 4 . 4 7 2 1 .4 1 ’5 9 .5 3 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 . 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 DB 314 PG 284 SHON 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 1 5 7 P G 9 5 6 E S T A T E F I L E 0 5 - E - 1 2 8 P C C S t a . 3 0 9 +4 0 .0 9 3 1 0 P T S t a . 3 1 3 +4 0 .0 9 3 1 5 P C S t a . 3 1 9 +2 0 .7 6 3 2 0 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 ’ G R A U 3 5 0 2 4 ’ 2 4 ’ 6 0 ’ 6 0 ’ 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 1 4 + 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 43.00 317+00.00 44.00 318+50.00 63.00 318+00.00 39.00 318+50.00 37.00 319+00.00 41.00 319+50.00 41.00 320+00.00 45.00 321+00.00 40.00 320+50.00 41.00 319+00.00 62.00 320+00.00 70.00 320+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 41.00 60.00 38.00 317+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 44.26 PL 40.77 PL 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 C F C F C F C F C F C F C F C F C 1 8 " 1 8 " 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 ENDWALL CONC 2 4 "R E M O V E 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 : 1 1 0 :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 ’ M i n .GI etc.C Proposed Ditch 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 ’ M a x . 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 45.00 R\W +30.00 45.00 R\W +45.00 3 5 . 0 0 R \ W + 0 0 . 0 0 35.00 R\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 FABRIC RIP RAP WITH 5 TONS CLASS ’B’29-5 E S T . 9 C Y D D E N A D 8 3 2 8 ’ 2 8 ’ 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 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 SEE DETAIL 3 -L- STA. 331+50 TO 333+50 RT CUT DITCH HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 0 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 30 R-3101 M A T C H L I N E -L - S T A . 3 2 1 +0 0 S E E S H E E T 2 9 M A T C H L I N E -L - S T A . 3 3 3 +0 0 S E E S H E E T 3 1 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 1 5 4 .2 9 ’ N 3 6 2 6 ’5 6 "W 1 5 5 .6 4 ’ N 3 6 4 4 ’0 8 "W 1 6 0 .2 5 ’ N 3 6 3 2 ’4 6 "W 6 8 .6 9 ’ N 6 2 1 0 ’5 6 "E 9 0 .3 5 ’ N 0 9 5 9 ’4 8 "E 5 4 .0 5 ’ S 8 5 3 1 ’1 3 " W S 6 5 3 3 ’5 2 "W 4 2 7 . 6 9 ’ E I P 4 7 7 .0 8 ’ E I P -C O R 9 .3 3 ’ R / W -E I P E I P E I P S 8 3 3 0 ’2 0 "E 7 5 0 .0 0 ’ E I P -C O R 2 4 .6 3 ’ R / W -E I P N 8 2 2 2 ’1 8 " W 1 3 .8 3 ’ N 4 0 5 4 ’1 9 "W 1 1 7 .2 1 ’ N 4 0 5 4 ’1 9 "W 1 8 2 .3 2 ’ S 4 0 2 5 ’4 4 "W S 4 8 3 1 ’1 0 "W 2 1 9 .0 6 ’ R E B A R -C O R 0 .0 6 ’ R /W -R E B A R R E B A R REBAR 2 0 0 .4 8 ’ R E B A R -C O R 0 .3 6 ’ R /W -R E B A R 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 73 DB 69 PG 524 DB 223 PG 204 1 3 3 1 3 5 1 3 4 1 3 6 1 3 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 3 1 .4 0 ’+7 5 .9 9 2 4 .4 3 ’+9 8 .6 1 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 H O M E S , I N C -B L - 5 5 3 1 6 +0 4 .0 1 P I N C -B L - 5 6 3 2 7 +7 3 .3 7 P I N C (T R A V . M O N .)E L E V =2 6 9 9 .7 4 ’= -T 1 1 - 5 6 P O T 5 +0 0 .0 0 P T S t a . 3 2 3 +8 1 .9 0 3 2 5 3 3 0 P C S t a . 3 3 2 +8 1 .8 5 -L- - L - - L - PI Sta 321+52.45 D L = 461.14’T = 231.70’R = 1,909.86’ 5 0 ’R G R A U 3 5 0 G R A U 3 5 0 2 4 ’ 1 5 ’ R 2 4 ’ 6 0 ’ 6 0 ’ 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+00.00 109.00 330+50.00 85.00 332+50.00 60.00 5 0 . 0 0 , R / W 333+00.00 65.00 332+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+00.00 103.00 332+60.00 3 2 1 + 7 0 . 0 0 6 5 , 5 3 332+00.00 65, 50 332+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 50.00 PL 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+99.00 330+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 56.00 R\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 C F C F C F C F C F C F F F F F C C C C C 9 9 3 1 3 6 .6 3 1 3 9 8 7 8 0 .7 4 2693.19 9 9 3 1 3 8 .6 0 1 3 9 8 7 7 8 .8 9 2693.14 9 9 3 1 3 7 .5 9 1 3 9 8 7 7 9 .6 4 2698.58 9 9 3 1 3 7 .6 0 1 3 9 8 7 7 9 .4 3 2700.16 9 9 3 1 0 4 .1 3 1 3 9 8 7 4 6 .7 4 2689.87 9 9 3 1 0 2 .3 5 1 3 9 8 7 4 8 .9 2 2690.03 9 9 3 1 0 3 .3 7 1 3 9 8 7 4 7 .8 8 2694.98 9 9 3 1 0 3 .6 1 1 3 9 8 7 4 7 .9 0 2696.54 C U L 3 C U L 4 C U L 1 C U L 2 C E 2 HW2 C E 1 HW1 IN V = 2 7 1 3 . 0 8 I N V =2 7 1 4 .3 7 I N V =2 7 2 0 .9 9 I N V = 2 7 2 4 .4 8 I N V = 2 7 2 7 .8 8 T O G E T I N V U N A B L E T O 2 4 "C M P 2 4 "C M P H W C O N C . 1 8 "C M P H W R O C K 1 B A R R E L 3 ’ X 5 ’C U L V E R T #9 O N E B A R R E L NORTH EAST 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 C U L V E R T #9 3 0 " 3 0 " 1 8 " 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 ENDWALL CONC 3 0 - 5 P E S P E S P E S F l a t t e r 4 :1 o r 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 30-8 ENDWALL CONC 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 JACK BORE & 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .DETAIL 19 CULVERT WITH 30" CCFRPM PIPE SLIPLINE EXISTING 3’X5’ 3 0 " C C F R P M 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 45.00 R\W +35.00 45.00 R\W +55.00 21 S.Y. FILTER FABRIC RIP RAP WITH 8 TONS CLASS ’B’ 3 8 5 3 8 9 5 S B W B S T 2 4 " W D R A I L G R 3 8 6 3 8 7 3 8 8 3 9 2 1 S 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 2 4 " W D R A I L P O N D D A M C O N C D 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 1 S B L K D 3 9 1 394 5SBW 1 S L O G D C O N C B S T HW ROCK HW ROCK 2 4 " H D P L 2 4 " H D P L 3 R A I L W D G R G R B S T B S T GAZEBO 3-WD RAIL G 3 9 0 U S 2 1 B S T P O N D 2 4 " H D P E D R 2 0 2 7 2 3 .8 5 *B L 5 2 3 0 D R 2 1 2 7 2 5 .6 6 G R 1 S F D E C K W D 3 0 " C M P N A D 8 3 2 8 ’ 2 8 ’ 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 RT CUT 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 1 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 31 R-3101 M A T C H L I N E -L - S T A . 3 3 3 +0 0 S E E S H E E T 3 0 M A T C H L I N E -L - S T A . 3 4 5 +0 0 S E E S H E E T 3 2 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 -B L - 5 6 3 2 7 +7 3 .3 7 P I N C (6 0 D N A I L S E T )E L E V =2 6 7 3 .3 7 ’T 1 2 -2 2 3 P O T 5 +0 0 .0 0 (B R I D G E S P I K E S E T ) E L E V =2 7 0 1 .4 6 ’ T 1 1 -2 2 2 P O T 9 +8 6 .7 1 (T R A V . M O N .) E L E V =2 6 9 9 .7 4 ’ = -T 1 1 - 5 6 P O T 5 +0 0 .0 0 B M 1 4 I N V =2 6 6 7 .0 4 I N V =2 6 6 8 .6 6 I N V = 2 6 8 4 .0 3 IN V = 2 6 8 4 . 9 7 IN V = 2 6 8 6 . 8 5 I N V =2 6 8 8 .5 3 I N V = 2 6 8 8 .9 4 I N V =2 6 9 2 .5 7 2 4 "C M P H W R O C K H W R O C K 1 8 "C M P H W R O C K 1 8 "C M P 3 0 "C M P HW R O C K B S T 3 9 5 5 S B W 3 9 9 3 9 8 MTL 3 9 7 3 - W D R A I L U S 2 1 B S T 2 4 "C M P H W R O C K R E B A R S 5 7 4 5 ’4 3 "W 1 4 9 . 0 4 ’ R E B A R -C O R 3 . 1 8 ’ R /W -R E B A R N 6 4 3 0 ’1 8 "E 1 9 9 2 .5 9 ’ 4 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G 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 1 3 9 2 1 . 1 4 ’ + 3 4 . 6 7 2 2 .2 6 ’+2 1 .1 0 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 PRICE NORMA T. PRICE D B 3 0 1 P G 4 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 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 P C S t a . 3 3 2 +8 1 .8 5 3 3 5 P T S t a . 3 3 5 +6 1 .8 1 P C S t a . 3 3 6 +0 5 .6 9 P T S t a . 3 3 8 +2 5 .1 6 3 4 0 P C S t a . 3 4 0 +0 3 .7 9 P T S t a . 3 4 2 +9 5 .7 2 3 4 5 - 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 R A U 3 5 0 G R A U 3 5 0 2 4 ’ 2 4 ’ 6 0 ’ 6 0 ’ 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+00.00 162.00 342+50.00 115.00 343+00.00 90.00 343+00.00 47.00 3 3 7 + 3 0 . 0 0 3 4 5 +0 0 .0 0 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+05.00 286.00 341+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 3 4 3 +8 8 .0 0 3 4 4 +3 3 .0 0 6 3 .0 0 4 8 .0 0 6 8 .0 0 5 0 .0 0 R \ W , 5 0 . 0 0 R \ W , 5 0 . 0 0 R \W , 5 0 .0 0 5 0 .0 0 P L 5 0 .0 0 P L 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 50.00 342+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 C F C F C F C F C F C F C F F F C F C C C F F F C T T 2 4 " 1 8 " 1 8 " 3 6 " 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 FABRIC RIP RAP WITH 7 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 HEADWALL REMOVE 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 . S T A K E S L O P E 5 . 0 ’ 5 . 0 ’ D 2 :1 d F i l t e r F a b r i c L I M I T S C L E A R I N G ( 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 31-8 31-9 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 2 0 :1 1 0 :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 ’ M i n .GI etc.C Proposed Ditch L S = D i t c h S l o p e S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .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 40.00 R\W +20.00 ENDWALL CONC 40.00 R\W +40.00 50.00 R\W +45.00 50.00 R\W +25.00 4 0 . 0 0 R \ W + 5 0 . 0 0 4 0 . 0 0 R \ W + 6 5 . 0 0 N A D 8 3 2 8 ’ 2 8 ’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 2 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 32 R-3101 M A T C H L I N E -L - S T A . 3 4 5 +0 0 S E E S H E E T 3 1 M A T C H L I N E -L - S T A . 3 5 7 +0 0 S E E S H E E T 3 3 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 -B L - G P S R 3 1 0 1 -1 5 3 4 3 +0 8 .9 7 P I N C (6 0 D N A I L S E T )E L E V =2 6 7 3 .3 7 ’T 1 2 -2 2 3 P O T 5 +0 0 .0 0 (6 0 D N A I L S E T ) E L E V =2 6 6 2 .1 7 ’ T 1 2 -2 2 4 P O T 1 3 +3 4 .0 1 (T R A V . M O N .) E L E V =2 6 6 6 .6 7 ’ = -T 1 2 - 1 5 P I N C 9 +4 2 .8 6 INV=2651.97 INV=2652.67 C U L 3 C U L 4 C E 2 C U L 1 C U L 2 H W 2 C E 1 H W 1 HW R O C K 1 8 "C M P 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 G R 404 1SBKD BST PA GR 4 0 3 4 0 2 1 2 " R C P 3-WD RAIL C O N C DECK HW R O C K 1 8 "C M P 1 B A R R E L 3 ’ X 3 ’ C U L V E R T # 1 0 W A L L SEPTIC TANK 4SBW 3 4 5 3 5 0 3 5 5 P C S t a . 3 5 5 +4 9 .0 9 - L - - L - G R A U 3 5 0 2 4 ’ 2 4 ’ 6 0 ’ 6 0 ’ 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 70.00 354+50.00 49.00 354+80.00 356+50.00 47.00 357+00.00 43.00 356+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+80.00 354+15.00 56.00 36.00 353+85.00 56.00 38.00 355+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 3 5 3 +6 2 .0 0 3 5 3 + 1 8 . 0 0 4 7 . 0 0 , 5 9 . 0 0 R \ W , 4 5 . 0 0 R\W R\W R\W, 50.00 R \ W , 5 0 . 0 0 5 3 . 0 0 P L 70.18 PL 3 5 7 +0 0 .0 0 3 9 .0 0 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 ’ 50.00 354+44.00 R\W 3 9 .0 0 , 5 2 .0 0 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 C F C F C C C C C C C F F F F F F F S 3 6 3 0 ’1 8 "W 2 1 9 .2 5 ’N 4 5 5 8 ’4 2 "W 5 1 0 .4 9 ’4 0 .0 0 ’ E X I S T I N G R /W E X I S T I N G R /W 1 3 9 1 4 0 1 4 0 1 4 1 D B 3 0 1 P G 5 2 DB 157 PG 159 DB 320 PG 392 PAUL 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 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 1 3 9 DB 301 PG 52 SAMUEL J. DUNCAN AND HELEN T. DUNCAN RICK MEDINA D B 1 5 7 P G 1 5 9 R I C K M E D I N A N 4 5 3 8 ’3 2 " E 9 9 .5 4 ’ N 4 5 3 8 ’3 2 " E 1 4 1 .3 9 ’ S 5 4 1 3 ’ 4 3 " E 1 0 1 . 0 5 ’ S 5 4 1 3 ’ 4 3 " E 3 6 . 5 6 ’ S 5 4 4 9 ’ 3 4 " E 3 9 7 . 1 5 ’ S 5 7 1 2 ’2 0 " E 8 1 .1 9 ’S 4 6 2 5 ’5 9 " E 1 1 0 .4 5 ’S 4 1 5 8 ’1 4 " E 1 8 4 .9 8 ’P R 1 0 6 P R 1 0 7 1 8 "FS HEADWALL REMOVE 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/ ELBOWS 18" CSP BDO V A R . S T A K E S L O P E 5 . 0 ’ 5 . 0 ’ D 2 :1 d F i l t e r F a b r i c L I M I T S C L E A R I N G ( 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 2 -3 3 2 - 1 3 2 - 2 3 2 -4 3 2 -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-D GRADE 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 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .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 ’ 3 0 " C C F R P M 5 0 . 0 0 R \ W + 4 5 . 0 0 65.00 R\W +90.00 65.00 R\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 FABRIC RIP RAP WITH 3 TONS CLASS ’B’ E S T . 4 C U . Y D . D D E N A D 8 3 2 8 ’ 2 8 ’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 3 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 33 R-3101 M A T C H L I N E -L - S T A . 3 5 7 +0 0 S E E S H E E T 3 2 M A T C H L I N E -L - S T A . 3 6 9 +0 0 S E E S H E E T 3 4 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 -B L -G P S R 3 1 0 1 -1 6 3 5 5 +1 8 .3 6 P I N C B M 1 5 2 6 3 1 .6 9 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 I N V =2 6 2 7 .1 1 C U L 1 C U L 2 C U L 3 C U L 4 I N V =2 6 3 0 .2 1 C E 1 C E 2 H W 1 H W 2 I N V =2 6 3 8 .7 0 I N V = 2 6 4 4 . 9 5 I N V = 2 6 4 5 .4 5 2 4 "C M P 1 8 "C M P D I R O F F L O W D I HW R O C K 2 4 "C M P 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 S M T L 4 0 8 4 0 9 4 1 0 6 0 " R C P G R 1 2 " R C P 4 1 1 U S 2 1 B S T W A L L 3 6 " W D R A I L 412 3 6 " W D R A I L 4 8 " W W /1 S B W 4 8 " W W /1 S B W 413 HW ROCK HW ROCK 8 4 " C M P US 21 22’ BST B S T B S T 1 0 ’ B S T S 2 R A I L W D 2 R A I L W D 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 ’ 3 6 " E 6 1 . 8 3 ’ N 5 4 1 0 ’1 8 "E 1 7 7 .5 6 ’ N 7 8 2 0 ’ 2 3 " E 2 1 . 5 7 ’ R E B A R S 3 3 1 1 ’4 8 "W N 2 8 0 6 ’1 2 "W S 3 7 5 5 ’3 7 "W S 3 8 2 9 ’4 9 "W 8 0 .3 5 ’S 3 6 0 1 ’2 4 "W 2 9 .6 7 ’3 2 2 .2 4 ’ R E B A R -C O R 1 0 .0 5 ’ R /W -R E B A R REBAR N 6 3 2 4 ’5 3 "E 1 4 7 4 .8 6 ’N 6 3 2 4 ’5 3 "E 2 5 .9 1 ’N 4 5 4 5 ’4 5 "W 1 0 0 .5 2 ’ 6 0 1 .8 7 ’ R E B A R -C O R 5 .1 1 ’ R /W -R E B A R 1 4 2 143 144 JUANA OJEDA T H O M A S D U N C A N G E N T R Y D B 2 9 4 P G 6 4 0 DB 212 PG 648 D B 3 2 P G 5 9 0 2 3 . 6 7 ’ + 7 3 . 2 8 2 0 .6 4 ’+6 0 .2 1 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 1 1 1 . 4 4 ’ S 4 7 1 5 ’2 5 " W 7 6 .8 1 ’ S 3 1 5 1 ’2 8 " W 6 5 .0 8 ’P R 1 1 0 P R 1 1 1 P R 1 0 8 P R 1 0 9 3 6 0 P T S t a . 3 6 1 +8 5 .7 4 3 6 5 - 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 - 2 4 ’ 2 4 ’ 6 0 ’ 6 0 ’ 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+50.00 135.00 367+00.00 110.00 368+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 0 133.73 PL 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 55.00 365+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 C F C F F C F C C F F F F F F F F C F F F 3 0 " F S FS 2 4 "R E M O V E D I G R A D E T O D R A I N BDO 16 S.Y. FILTER FABRIC RIP RAP WITH 5 TONS CLASS ’B’3 3 -5 3 3 - 1 3 3 - 2 3 3 - 3 3 3 -4 3 3 -6 3 3 -7 2 G I - D 2 G I - D W/ELBOWS 30" CMP REMOVE HEADWALL F l a t t e r 4 :1 o r Slope Ditch Front 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 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .DETAIL 19 R E T A I N 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 F R P M 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 53.00 R\W +70.00 50.00 R\W 368+10.00 50.00 R\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 . U S T U S T N A D 8 3 / 9 5 2 8 ’ 2 8 ’SEE DETAIL 2 -L- STA. 380+50 TO 384+90 RT BERM DITCH SEE DETAIL 2 -L- STA. 376+13 TO 380+50 RT BERM 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 4 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 34 R-3101 M A T C H L I N E -L - S T A . 3 6 9 +0 0 S E E S H E E T 3 3 M A T C H L I N E -L - S T A . 3 8 1 +0 0 S E E S H E E T 3 5 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 -B L - 5 7 3 6 6 +7 9 .0 6 P I N C -B L - 5 8 3 7 3 +3 1 .8 9 P I N C 5 +0 0 .0 0 P O T 6 + 2 5 . 6 7 P I N C - B Y 2 3 - 1 3 2 9 + 9 0 . 9 8 P O T - B Y 2 3 - 1 3 3 5 +0 0 .0 0 P O T -B Y 2 4 - 1 3 4 8 +5 2 .0 8 P O T 5 +0 0 .0 0 P O T (T R A V . M O N .) E L E V =2 6 3 0 .3 3 ’ = -T 1 3 - 5 7 P O T 5 +0 0 .0 0 (6 0 D N A I L S E T ) E L E V =2 6 2 7 .2 3 ’ T 1 3 -2 2 5 P O T 8 +5 5 .3 2 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 I N V =2 6 1 4 .8 1 I N V = 2 6 2 0 . 8 2 I N V = 2 6 2 1 . 4 3 I N V =2 6 1 6 .9 2 I N V =2 6 2 5 .4 0 I N V = 2 6 1 9 . 9 2 C U L 3 C U L 4 I N V =2 6 1 9 .7 7 C E 2 C U L 1 C U L 2 H W 2 I N V = 2 6 2 5 .8 3 C E 1 H W 1 H W 2 I N V =2 6 6 1 .7 6 I N V =2 6 6 5 .6 2 8 "T C P 1 2 " P L A S T I C 2 4 "C M P D I 1 B A R R E L 3 ’ X 5 ’ C U L V E R T # 1 2 1 8 " C M P 1 2 " P L A S T I C 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 B A R N B L K / W D 4 1 8 4 S B W 4 S B W 48" WW & 1SBW 1 1 ’ G R G R 4 2 9 4 2 5 S R 1 1 1 3 D W I T T R O A D 2 0 ’ B S T 1 .5 S F D 1 5 " R C P 4 2 3 1 4 ’ G R 1 . 5 S F D W A L L C O N C 1 .5 S B L K D 9 6 " C M P 4 2 1 4 1 6 4 2 2 B R I D G E W O O D 1 4 ’ G R M T L M T L S 1 8 " C M P 427 426 B S T 1 S B L D S R 1 4 4 4 G L A D E V A L L E Y R O A D B S T T A N K S E P T I C 3 7 0 P C S t a . 3 7 1 +7 7 .9 1 3 7 5 P T S t a . 3 7 5 +5 4 .2 6 P C S t a . 3 7 8 +1 9 .7 7 3 8 0 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 - -Y 1 7 - 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 -Y 1 8 --Y18-POT Sta. 10+00.00 -Y18-PC Sta. 10+34.76 -Y18-PT Sta. 12+92.16 -Y18-P O T P C P T -L --L - - Y 1 7 - P O T S t a . 1 0 +0 0 .0 0 = - 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 -Y 1 8 -P O T S t a . 1 3 +0 6 .8 4 =-L-POC Sta. 378+26.30 PI 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 R A U 3 5 0 G R A U 3 5 0 2 5 ’R 3 5 0 ’ T A P E R +0 0 2 4 ’ 2 4 ’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 A P E R 4 0 0 ’ U N I F O R M T A P E R 2004 / 2030 ADT 3/5 1/2 2/3 51/93 52/94 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 6 0 ’ 6 0 ’ 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+50.00 380+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 3 8 0 +5 0 .0 0 119.00 381+08.00 44.86 2 8 . 3 0 , R / W 30.26 30.37 -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 C F C F C F F C F C F C F F F C F C C C C F F F F F R E B A R E I P EIP S 4 2 5 7 ’1 4 "W 3 8 .4 2 ’ N 5 1 4 3 ’ 4 6 " W 5 1 . 5 8 ’ S 5 7 2 2 ’1 2 "W 7 3 .4 4 ’ N 7 4 5 7 ’4 6 " W 5 2 .7 0 ’ S 4 8 5 8 ’1 3 "W 4 2 .8 3 ’ N 6 1 2 6 ’4 7 "W 4 7 .9 1 ’S 2 1 5 9 ’1 2 "W 5 8 .3 6 ’S 4 6 3 5 ’5 6 "E 1 8 1 .5 1 ’ E I P -C O R 1 8 2 .2 5 ’ R /W -C O R N 3 2 2 9 ’0 2 "W 5 9 .3 3 ’N 5 7 4 8 ’0 3 "W 1 2 7 .4 8 ’ N 4 8 3 3 ’ 5 7 "W 4 0 0 . 5 2 ’ S 4 6 3 0 ’1 5 "W S 3 8 0 9 ’2 3 "W 4 3 8 .3 4 ’ R E B A R -C O R 0 .1 7 1 6 ’ R /W -R E B A R 3 2 . 0 0 ’ 4 0 .0 0 ’ 6 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W CAROL PRUITT HARRIS EARL 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 1 4 5 1 4 6 1 4 7 1 4 7 1 4 9 TINA W. LAMBERT DB 255 PG 734 DB 253 PG 1342 D B 2 5 5 P G 7 3 4 1 4 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 1 9 .9 3 ’+4 2 .5 1 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 3 0 " 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 E N D W A L L C O N C . G R A D E T O D R A I N R E M . R E M . R E M .R E M . V A R . S T A K E S L O P E 5 . 0 ’ 5 . 0 ’ D 2 :1 d F i l t e r F a b r i c L I M I T S C L E A R I N G ( 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 8 0 .0 0 +1 5 .0 0 8 0 .0 0 +3 5 .0 0 F l a t t e r 4 :1 o r 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 1 0 :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 ’ M i n . 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 ’ M a x . D E T A I L 1 9 6 0 " E N D W A L L 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 35.00 R\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 N A D 8 3 / 9 5 2 8 ’ 2 8 ’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 5 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 35 R-3101 M A T C H L I N E -L - S T A . 3 9 3 +0 0 S E E S H E E T 3 6 M A T C H L I N E -L - S T A . 3 8 1 +0 0 S E E S H E E T 3 4 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 -B L - 5 9 3 8 1 +4 1 .9 2 P I N C 1 0 +9 8 .0 3 P I N C -B Y 2 5 - 1 3 7 1 4 +5 3 .2 1 P O T -B Y 2 5 - 1 3 8 I N V = 2 5 9 8 .5 2 I N V =2 5 9 9 .8 0 I N V =2 5 9 9 .8 3 I N V =2 6 0 1 .0 7 I N V = 2 6 0 2 .2 1 I N V =2 6 1 0 .5 7 T O G E T I N V U N A B L E T O 1 8 "C M P 1 8 " C M P H W R O C K H W R O C K 2 4 "C M P 3 0 " C O N C . 1 0 X 1 0 4 B A R R E L C U L V E R T #1 3 H W R O C K A P P R O X S C R U B S C R U B S C R U B S C R U B S C R U B S C R U B 444 5 -S B W 4 -S B W 4 4 2 4 -S B W S R 1 4 3 2 S H E R I F F R O A D 1 1 ’ B S T 1 5 ’ B S T 4 3 9 4 3 3 4 3 4 4 3 5 4 3 6 4 3 7 1 5 " R C P 1 2 " R C P 4 3 2 4 8 " W W & 1 - S B W 4 8 " W W & 1 -S B W 4 3 1 S S 4 8 " W W & 1 S B W 4 2 9 H T R 1 S F B U S 1 2 " R C P S G R P A G R P A G R P A 8 4 " C H L 1 S B K D 7 2 " W A L L 4 4 0 4 4 1 4 3 8 4 8 " W W & 1 S B W 4 8 " W W & 1 S B W 4 8 " W W & 1 S B W U S 2 1 2 2 ’ B S T H T R A P P R O X S C R U B S D E C K S S U B S T A T I O N 1 S F B U I L D I N G MTL MTL MTL 1 0 X 1 0 4 B A R R E L C U L V E R T #1 3 M T L 4 3 0 G R S C R U B E I P N 5 8 1 3 ’ 0 3 " W 1 3 4 . 6 0 ’ S 4 6 4 5 ’5 7 "W N 5 4 1 5 ’ 0 3 " W 1 3 6 . 6 7 ’ N 1 7 1 3 ’0 8 "E 1 9 0 .1 8 ’ N 5 4 3 6 ’ 5 1 " W 1 2 8 . 7 6 ’ N 5 4 0 6 ’ 5 1 " W 9 5 . 9 8 ’ N 4 9 1 1 ’ 5 1 " W 9 7 . 3 7 ’ N 3 3 0 2 ’5 1 "W 1 8 4 .0 5 ’ N 1 4 3 2 ’0 9 "E 9 8 .9 4 ’ N 1 3 5 4 ’5 1 "E 4 3 .9 4 ’N 0 5 5 9 ’0 9 "E 3 0 .0 1 ’ N 1 1 2 9 ’0 9 "E 9 0 .5 7 ’ S 3 0 3 2 ’0 9 "W 2 4 0 .1 9 ’S 1 6 3 8 ’0 9 "W 1 8 8 .4 3 ’S 2 7 5 1 ’0 8 "W 7 7 .1 7 ’S 0 3 1 7 ’0 9 "W 9 9 .3 0 ’ N 4 4 1 0 ’3 0 "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 E B A R - C O R 1 5 . 2 0 ’ R / W - R E B A R N 1 2 2 4 ’4 1 "E 1 3 .1 6 ’ N 4 0 4 1 ’3 8 "W 6 6 1 .6 8 ’ S 5 3 5 0 ’3 5 "W 1 5 9 .0 7 ’N 0 0 0 0 ’4 8 "W 6 0 .1 4 ’N 0 5 4 6 ’0 2 "E 7 3 .3 0 ’N 5 7 2 3 ’3 9 "E 4 5 5 .5 4 ’ R E B A R -R E B A R 8 .7 5 ’ R /W -R E B A R REBAR REBAR 4 0 .0 0 ’ 2 4 . 0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W 2 7 5 .1 3 ’ E I P -C O R 2 .8 9 ’ R /W -C O R 1 6 .0 9 ’ R /W -R E B A R 1 3 3 .6 8 ’ R E B A R -R /W 9 .4 4 ’ R /W -R E B A R N 5 7 2 3 ’4 0 "E 2 1 .5 8 ’ 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 WILSON KENNETH WILSON AND 1 4 7 1 5 0 1 5 1 152 153 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 1 9 .5 3 ’ +2 7 .4 5 2 0 . 8 7 ’ + 4 6 . 7 4 JOHN MICHAEL CAUDILL 1 5 2 P T S t a . 3 8 2 +7 6 .5 8 3 8 5 3 9 0 1 0 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- -Y 1 9 R E V - 1 0 - Y 1 9 R E V - P T P O T 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 ’ - Y 1 9 R E V - P O T S t a . 1 0 + 0 0 .0 0 = - L - P O T S t a . 3 8 5 + 4 0 .0 0 4 0 ’R 4 0 ’ R +5 0 2 4 ’ 2 4 ’ G R A U 3 5 0 B E R E M O V E D P A V E M E N T T O 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 - 6 0 ’ 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 60.00 389+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+15.00 392+15.00 50.00, 30.00 6 0 ’1 0 0 ’ 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 3 9 1 +0 5 .0 0 81.00 50.00 3 9 1 +9 1 .0 0 81.00 50.00 R \ W R \ W R \ W R\W, 50.00 R \ W R \ W , 2 8 . 0 0 81.00 PL 30.00 PL - 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 F F F F F C C C C C F F F 1 8 " 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 F l a t t e r 4 :1 o r 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 . S T A K E S L O P E 5 . 0 ’ 5 . 0 ’ D 2 :1 d F i l t e r F a b r i c L I M I T S C L E A R I N G ( 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 R E T A 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 Ditch Slope Natural Ground 2 :1 D F l a t t e r 4 :1 o r d ( Not to Scale)CUT DITCH DETAIL 8 Type of Liner= PSRM Max. 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 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .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 FF 2 TONS RIP RAP CLASS B TBDI W/FLAT GRATE W/ ELBOWS 15" CSP W/ ELBOWS 15" CSP 7 SY FF 2 TONS RIP RAP CLASS B TBDI W/FLAT GRATE BEGIN BRIDGE LT & RT SBG 392+77 -L- TO LT & RT 10’ TAPER +6 7 +7 7 35-7 35-8 35-9 35-10 R E T A I N U S T U S T U S T N A D 8 3 / 9 5 2 8 ’ 2 8 ’BARREL FILL & ABANDON PSRM HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 6 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 36 R-3101 M A T C H L I N E -L - S T A . 3 9 3 +0 0 S E E S H E E T 3 5 M A T C H L I N E -L - S T A . 4 0 5 +0 0 S E E S H E E T 3 7 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 -B L - 6 0 3 9 2 +0 7 .3 1 P O T 5 + 0 0 . 0 0 P O T - B Y 2 6 - 1 3 9 1 0 +0 9 .5 6 P O T B M 1 6 2 5 8 8 .6 1 C U L 4 C U L 1 C U L 2 C U L 3 C U L 8 C U L 5 C U L 7 C U L 6 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 1 6 C U L 1 0 C U L 1 3 C U L 1 4 C U L 1 5 C U L 1 1 C U L 1 2 I N V =2 5 8 4 .3 5 C E 1 C E 2 H W 1 H W 2 C E 1 C E 2 I N V =2 5 9 3 .7 7 I N V = 2 5 9 3 .9 7 H W 1 H W 2 I N V =2 6 0 5 .6 5 I N V = 2 6 1 2 . 6 7 I N V =2 6 4 3 .2 7 I N V =2 6 4 7 .7 0 1 8 "C M P 2 4 " C M P 1 8 "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 1 0 X 1 0 4 B A R R E L C U L V E R T # 1 3 9 9 8 0 0 4 . 9 6 1393524.48 2581.03 9 9 8 0 0 0 . 8 3 1393528.55 2580.99 9 9 8 0 0 0 . 5 3 1393528.84 2581.01 9 9 7 9 9 6 . 2 4 1393533.24 2580.97 9 9 8 0 0 0 . 3 5 1393528.72 2588.07 9 9 8 0 0 0 . 4 6 1393528.42 2589.73 9 9 7 9 7 1 . 5 5 1393490.09 2581.57 9 9 7 9 6 6 . 8 3 1393494.53 2581.62 9 9 7 9 6 6 . 4 2 1393495.03 2581.55 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 1393494.64 2588.64 9 9 7 9 6 7 . 2 9 1393494.63 2590.25 6X7 2 BARREL CULVERT #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 EAST ELEV. 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 4 0 5 -Y 2 0 - - 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 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 5 0 ’R 2 4 ’ 4 0 ’R 4 0 ’ R 2 4 ’G R A U 3 5 0 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 6 0 ’ 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 +0 0 .0 0 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+00.00 180.00 404+83.00 89.00 4 0 4 +9 0 .0 0 30.00 5 0 . 0 0 , 3 0 . 0 0 3 9 5 + 0 0 . 0 0 6 0 ’ 1 0 0 ’ 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 4 0 3 +3 9 .0 0 71.00 54.00 4 0 4 +0 0 .0 0 77.00 R \ W , 5 0 . 0 0 5 0 . 0 0 P L 4 2 . 4 4 P L 170.89 PL 30.00 30.00 PL PL - 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 F F F F C C C F F F F F S C R U B GR G R G R G R 1 S M T L B U S 1 S M T L B U S T I M B E R P O S T T I M B E R P O S T G R P A 453 454 4 5 5 S R 1 4 2 2 S H E R I F F R O A D 1 2 ’ B S T 1 5 " R C P G L A D E C R E E K 4 5 0 4 5 2 6 -S B W 8 4 " C H L & 3 - S B W G R G R G R G R G R R I P R A P R I P R A P R I P R A P 1 4 ’ G R U S 2 1 2 2 ’ B S T G R 4 - S B W 4 6 8 4 5 1 4 4 6 G R M T L G A T E 4 4 5 4 8 " W W 4 8 " W W 4 4 7 4 4 8 4 4 9 4 8 " W W & 1 -S B W M T L M T L S U B S T A T I O N B R E M C O 5 -S E L E C T R I C MTL MTL 1 8 "C M P 1 0 X 1 0 4 B A R R E L C U L V E R T # 1 3 M T L B S T S R 1 1 1 8 M A C E D O N I A C H U R C H R O A D 2 0 ’ B S T O L D L I N E S N E W L I N E S T A N K S E P T I C 1 8 " P E S P E S R E T A I N 6 0 "CONC. ENDWALL REINFORCED 60.00 30.00 +50.00 60.00 30.00 +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 S 3 0 3 2 ’0 9 "W 2 4 0 .1 9 ’ S 0 5 0 6 ’1 9 "E 1 5 .8 8 ’N 2 9 3 8 ’5 9 "W 5 9 .5 8 ’N 4 2 2 5 ’5 6 "W 8 3 .8 1 ’ R E B A R S 5 7 4 5 ’5 4 "W R E B A R S 8 1 4 3 ’5 3 "W 4 2 9 .3 9 ’S 4 6 1 4 ’0 9 "W REBAR 4 7 5 .3 5 ’ R E B A R -C O R 9 .7 9 ’ R /W -R E B A R R E B A R S 2 7 2 9 ’4 1 "W 3 3 2 .0 2 ’ R E B A R -C O R 9 .2 7 ’ R /W -R E B A R S 2 5 2 9 ’3 8 "W 1 7 1 .2 7 ’ R E B A R R E B A R R E B A R N 4 5 3 9 ’5 0 "E 3 5 9 .9 1 ’ N 4 4 2 0 ’ 2 6 " W 3 2 0 . 7 3 ’ N 3 8 3 2 ’4 9 "E 2 4 1 .9 8 ’ N 2 7 5 8 ’2 1 "E 1 2 5 .9 2 ’ N 4 3 5 3 ’3 7 "E 7 1 .9 1 ’N 5 9 5 2 ’4 9 "E 1 0 4 .7 3 ’N 6 3 4 1 ’4 6 "E 5 4 .1 7 ’R E B A R R E B A R S 3 4 5 5 ’2 5 "E 1 0 8 .7 3 ’ R E B A R -R E B A R 1 1 4 .7 1 ’ R /W -R E B A R N 4 1 1 5 ’5 9 "W 2 1 .6 3 ’ 4 0 .0 0 ’ 5 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W 1 2 8 .2 7 ’ R E B A R -R E B A R 1 1 .9 5 ’ C O R -R E B A R N 2 5 2 8 ’3 6 "E 1 9 .1 9 ’ 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 61 PB 1 PG 65 DB 74 PG 473 DB 98 PG 236 NINA H. TARLTON CLIFF E. TARLTON AND AND PAMELA HORTON PHILIP 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 B R E N D A S T O K E R J O E S T O K E R A N D D B 2 3 3 P G 8 8 3 D B 9 8 P G 2 8 4 161 1 9 .9 5 ’+2 8 .2 1 2 0 .3 3 ’ +1 2 .8 4 3 0 .8 3 ’+3 9 .9 6 2 0 .5 6 ’+2 5 .4 7 2 0 .4 4 ’+0 5 .6 0 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-123 N A D 8 3 2 8 ’ 2 8 ’ROCK CROSS VANES DETAIL SEE DETAIL 5 AND ROCK CROSS VANES 4’ 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 7 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 37 R-3101 M A T C H L I N E -L - S T A . 4 0 5 +0 0 S E E S H E E T 3 6 M A T C H L I N E -L - S T A . 4 1 7 +0 0 S E E S H E E T 3 8 FOR -L- PROFILE SEE SHEET 63 ALL DRIVEWAY RADII ARE 15’ UNLESS NOTED UNLESS OTHERWISE NOTED ALL R/W MONUMENTS HAVE A 30’ OFFSET NOTES RADIUS ON -Y- LINES TIE 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 -B L - 6 2 4 0 7 +6 7 .3 4 P I N C -B L -6 1 4 0 0 +7 2 .5 6 P I N C 5 +0 0 .0 0 P O T 8 + 2 3 .8 7 P I N C -B Y 2 7 - 1 4 2 9 +3 0 .9 2 P O T 7 +3 7 .9 0 P I N C -B Y 2 8 - 1 4 4 5 +0 0 .0 0 P O T -B Y 2 8 - 1 4 3 (6 0 D N A I L S E T ) E L E V =2 5 9 6 .4 6 ’ T 1 4 -2 2 6 P O T 5 +0 0 .0 0 (T R A V . M O N .) E L E V =2 5 9 5 .1 7 ’ = -T 1 4 - 6 1 P O T 8 +5 0 .5 5 B M 1 7 2 6 1 3 .4 2 I N V = 2 5 8 4 .3 5 I N V =2 5 8 4 .7 7 I N V =2 5 9 0 .7 9 I N V = 2 5 9 1 .6 9 C U L 3 C U L 4 C U L 1 C U L 2 C E 2 C E 1 H W 2 H W 1 C U L 2 C U L 1 C U L 4 C U L 3 C E 1 C E 2 H W 1 H W 2 H W R O C K H W R O C K 1 8 "C M P 2 4 "C M P 1 B A R R E L 3 ’ X 4 ’C U L V E R T #1 5 998818.84 1392667.21 2608.83 998821.31 1392665.23 2608.78 998820.44 1392665.92 2611.81 998820.05 1392665.84 2613.44 998874.49 1392668.45 2609.44 998877.01 1392666.00 2609.27 998875.90 1392666.84 2612.41 998875.85 1392666.86 2613.88 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 BARREL 3’ 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 NORTH EAST ELEV.CUL1 CUL2 CE1 HW1 CUL3 CUL4 CE2 HW2 CULVERT #16 S C R U B S C R U B S C R U B A P P R O X S C R U B S C R U B 9 ’ B S T 485 484 486 4 8 7 4 8 " W W & 1 -S B W 4 8 " W W 4 8 " W W & 1 S B W 4 8 " W W 4 8 " W W & 2 S B W 48" WW 483 W O O D C O R R A L 4 8 " W W 4 8 " W W & 1 -S B W 4 8 " W W 1 0 ’ G R 1 .5 S F D O L D U S 2 1 1 2 ’ B S T 4 8 " W W 4 8 " W W 4 8 " W W 482 481 S O I L B 4 7 9 4 8 0 8 ’ G R 8 ’ G R 4 7 4 5 -S B W 4 7 5 1 S M A 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 H T R 5 -S B W 5 -S B W 5 -S B W S R 1 4 2 2 1 2 ’ B S T S H E R I F F R O A D S R 1 4 2 2 S H E R I F F R O A D 1 2 ’ B S T U S 2 1 2 2 ’ B S T O L D U S 2 1 1 4 ’ B S T S 3 - W D R A I L 3 -W D R A I L B 3 - W D R A I L 3 - W D R A I L 3 -W D R A I L M T L S S C O R R A L R A I L 3 M T L S E P T I C T A N K O L D L I N E S T A N K S E P T I C 1 2 ’ M T L 4 0 5 4 1 0 4 1 5 1 0 -Y 2 1 - - L - P O T S t a . 4 0 7 + 1 0 . 1 5 4 5 3 -Y 2 2 - - 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 P O T P C P T P C - L - - L - P I S t a 1 1 + 8 5 .4 9 D L = 1 8 1 .1 4 ’ T = 9 2 .3 6 ’ R = 3 7 5 .7 1 ’ P I S t a 1 2 +7 6 .6 0 D L = 5 5 .0 3 ’ T = 2 8 .6 0 ’ R = 8 1 .8 5 ’ - Y 2 2 - P T S t a . 1 2 + 1 5 . 9 4 P I S t a 1 1 +2 6 .6 2 D L = 1 9 6 .1 8 ’ T = 1 0 6 .8 6 ’ R = 1 9 9 .2 9 ’-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 R A U 3 5 0 G R A U 3 5 0 +0 0 +0 0 8 0 0 ’ T A P E R 2 4 ’ 40’R 10’R 2 4 ’ 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 B E R M O V E D P A V E M E N T T O 3 2 /6 0 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 6 0 ’ 6 0 ’ 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 61.00 414+00.00 66.00 4 0 6 + 2 6 . 6 5 8 5 . 5 6 413+10.00 413+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 + 1 9 . 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 12.90 13.20 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 66.00 415+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 1 0 + 1 3 .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 4 1 6 +9 1 .0 0 49.00 4 1 6 +2 3 .0 0 R \ W , 7 0 . 0 0 R \ W , 7 0 . 0 0 R\W R\W, 55.00 R\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 C C C C C C C C F F F C C C C C C R E B A R S 0 7 1 4 ’0 6 "W 4 4 3 .4 7 ’ N 0 6 2 3 ’0 0 "E 1 4 3 2 .3 2 ’N 5 1 2 5 ’0 0 "W 6 6 .7 6 ’ N 6 1 0 0 ’ 0 0 " W 1 6 1 . 5 4 ’ N 5 4 5 6 ’ 0 0 " W 1 4 3 . 5 0 ’ N 2 8 3 6 ’5 9 "W 5 0 .0 0 ’ N 0 8 3 6 ’5 3 "W 1 2 8 .5 1 ’ N 2 7 0 2 ’0 2 "W 8 2 .5 9 ’ N 2 9 3 6 ’3 9 "W N 5 0 2 0 ’1 0 "E R E B A R R E B A R 4 0 .0 0 ’ 2 4 .0 0 ’ 4 0 .0 0 ’2 6 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W EXISTING R/W E X I S T I N G R /W E X I S T I N G R /W 1 1 4 .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 61 PB 1 PG 65 DB 74 PG 473 DB 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 1 7 4 .5 6 ’ R E B A R -C O R 2 2 .9 0 ’ R /W -R E B A R 5 3 .8 5 ’ +7 0 .1 3 2 6 .4 4 ’+8 5 .4 4 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 I E W . W A G O N E R 164 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 -4 164 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 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-123 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 2 4 " 4 2 " 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 HEADWALL REMOVE ENDWALL CONC.ENDWALL CONC. 3 7 - 1 3 7 - 2 37-3 37-4 R E T A I N 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 F l a t t e r 4 :1 o r 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 1 0 :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 ’ M i n . 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 ’ M a x . D E T A I L 1 9 B = 4 . 0 F t . M i n . D = 1 . 0 F t . R E T A I N 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 GATE OF RELOCATION PROP.N A D 8 3 2 8 ’ 2 8 ’3 0 0 ’SEE DETAIL 1 -L- STA. 427+20 TO 429+00 LT LATERAL BASE DITCH SEE DETAIL 1 -L- STA. 426+40 TO 427+50 RT LATERAL BASE DITCH SEE DETAIL 3 -L- STA. 424+00 TO 424+50 LT CUT DITCH SEE DETAIL 3 -L- STA. 427+00 TO 427+20 LT CUT DITCH HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 8 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 38 R-3101 M A T C H L I N E -L - S T A . 4 1 7 +0 0 S E E S H E E T 3 7 M A T C H L I N E -L - S T A . 4 2 9 +0 0 S E E S H E E T 3 9 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 3 4 1 4 +1 6 .1 8 P I N C -B L - 6 4 4 2 2 +1 3 .2 9 P I N C (6 0 D N A I L S E T ) E L E V =2 6 5 8 .3 7 ’ T 1 5 -2 2 7 P O T 5 +0 0 .0 0 (T R A V . M O N .) E L E V =2 6 3 2 .7 9 ’ = -T 1 5 - 6 3 P O T 8 +3 4 .9 8 I N V =2 6 2 3 .5 2 I N V =2 6 2 3 .8 1 I N V =2 6 3 1 .0 9 I N V =2 6 3 5 .3 3 I N V = 2 6 4 6 . 8 6 I N V = 2 6 5 6 .5 3 I N V =2 6 7 7 .8 7 I N V =2 6 7 9 .6 3 H W R O C K 1 8 " C M P 1 8 " C M P 2 4 "C M P H W R O C K H W R O C K 2 4 "C M P H W R O C K 4 2 0 P C S t a . 4 2 1 +1 3 .9 2 4 2 5 P T S t a . 4 2 7 +2 5 .2 5 - 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 R A U 3 5 0 G R A U 3 5 0 2 4 ’ 2 4 ’ 6 0 ’ 6 0 ’ 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 61.00 425+50.00 66.00 429+00.00 42.00 428+00.00 41.00 4 2 4 + 8 0 . 0 0 425+50.00 78.00 54.00 426+31.00 72.00 R \ W C C C C C C C C C C F F F F F C C C C A P P R O X 4 9 0 4 8 " W W & 2 -S B W 3 6 " W W 4 8 8 S S G 4 8 " W W 4 8 " W W 1 2 " R C P S P I L L W A Y C O N C 4 8 " W W & 1 S B W D A M E A R T H E N 1 2 " R C P 8 ’ S O I L 1 .5 S F D 4 8 " W W C O N C R C P (2 ) 2 4 " M T L M T L M T L H W R O C K 1 8 " C M P 4 8 9 3 6 " W O O D 1 8 " 2 4 " 2 4 "11 S.Y. FILTER FABRIC RIP RAP WITH 3 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 HEADWALL REMOVE 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 . ENDWALL CONC.F l a t t e r 4 :1 o r Slope Ditch Front Natural Ground D 2 :1 ( Not to Scale)CUT DITCH DETAIL 3 Min. D= 1 Ft. R E M 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 :1 D B Fill Slope b L A T E R A L B A S E D I T C H 1 "/F t .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 2 0 :1 1 0 :1 Traffic Flow Outside Ditch 0 .5 ’ M i n .GI etc.C Proposed Ditch L S=Ditch Slope S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .DETAIL 19 60.00 +50.00 55.00 +50.00 55.00 +00.00 40.00 R\W +00.00 40.00 R\W +50.00 45.00 R\W +50.00 45.00 R\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 E I P N 0 4 1 6 ’5 9 "E R E B A R 4 0 .0 0 ’E X I S T I N G R /W E X I S T I N G R /W 1 6 4 169 DB 66 PG 504 DB 51 PG 159 DB 50 PG 58 167 2 0 .9 6 ’+1 6 .6 9 1 6 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. POOLE JAMES A. POOLE J A M E S T I L M A N W A G O N E R , E T A L WILL 10-E-73 WILL 10-EO-22 DB 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 9 3 4 .9 5 ’ R E B A R -C O R 1 1 .3 1 ’ R /W -R E B A R U S T U S T U S T N A D 8 3 3 0 0 ’ 2 8 ’ 2 8 ’ 21 S.Y. F.F.8 TONS CLASS ’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 17 2’ BASE LATERAL DITCH SEE DETAIL 7 2’ BASE LATERAL DITCH REMOVE & REPLACE HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 3 9 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 39 R-3101 M A T C H L I N E - L - S T A . 4 2 9 + 0 0 S E E S H E E T 3 8 M A T C H L I N E -L - S T A . 4 4 1 +0 0 S E E S H E E T 4 0 H W R O C K 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 I N C -B L - 6 6 4 2 9 + 1 6 .3 6 P I N C 5 +0 0 .0 0 P O T -B L - 6 7 4 3 5 +2 5 .5 5 P I N C B M 1 8 I N V =2 6 8 1 .2 6 I N V =2 6 8 3 .5 1 I N V =2 7 0 5 .8 3 I N V =2 7 0 7 .9 0 I N V =2 7 0 8 .0 1 I N V =2 7 1 3 .8 2 2 4 " C O N C . 1 8 "C M P D I H W R O C K 2 4 "C M P 1 S F B U S C O N C D I S H S B S T P A 5 -S B W 5 -S B W U S 2 1 2 2 ’ B S T 5 -S B W 5 0 0 4 9 6 4 9 7 C O N C 5 - S B W 5 -S B W C O N C C O N C 1 S F &B K D S 4 9 5 4 9 4 4 9 3 F L O W E R B E D S 5 - S B W 5 -S B W G R 4 9 1 B S T 1 S B L K D U S 2 1 2 2 ’ B S T S M T L 2 -W D R A I L S C O N C P A D B L *5 2 1 5 2 6 8 9 .5 6 O B S 2 7 7 7 O B S 2 7 7 8 E L *5 2 1 5 2 6 8 7 .0 2 1 5 " C M P 4 S B W S R 1 4 2 9 A N D R E W S R I D G E R O A D 1 8 ’ B S T S 3 3 2 1 ’5 7 "E 1 6 7 .9 7 ’ R E B A R -C O R 1 5 .0 1 ’ R /W -R E B A R S 3 3 2 4 ’1 3 "E 8 9 .5 3 ’S 1 5 0 3 ’3 9 "E 1 7 4 .5 1 ’S 1 5 0 6 ’3 3 "E 2 1 2 .1 2 ’ N 2 6 1 9 ’4 7 "E 2 0 3 .5 5 ’ R E B A R -C O R 2 2 .4 5 ’ R /W -R E B A R R E B A R N 2 0 4 7 ’0 5 "E 6 3 .2 2 ’ S 5 3 2 0 ’5 0 "E 4 2 5 .6 0 ’ S 5 3 5 5 ’5 5 "W 1 3 2 .5 8 ’ 6 0 . 0 0 ’ 4 0 .0 0 ’ E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G 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 1 6 7 1 6 8 1 6 9 1 7 0 1 7 1 RUSSELL O. EDWARDS AND HELEN EDWARDS D B 2 4 2 P G 8 4 5 DB 69 PG 445 PB 1 PG 65 1 9 .8 4 ’ + 7 6 . 4 4 3 0 .8 4 ’+9 9 .0 0 2 0 .4 6 ’+4 8 .9 1 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 I L 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 S C S t a . 4 3 3 +6 1 .3 3 4 3 5 C S S t a . 4 3 7 +0 7 .9 3 S T S t a . 4 3 9 +0 7 .9 3 4 4 0 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 ’ -Y 2 3 - - 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 -Y 2 3 - 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 G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 2 4 ’ 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 ’ 6 0 ’ 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 68.00 439+50.00 43.00 440+50.00 36.00 441+00.00 52.00 439+50.00 65.00 440+50.00 44.00 441+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 53.00 4 3 8 +0 0 .0 0 4 5 .0 0 4 3 8 +7 5 .0 0 1 2 0 .0 0 4 3 9 +1 3 .0 0 4 5 . 0 0 R \ W + 0 0 . 0 0 R \ W 5 6 .8 9 P L 4 8 .7 9 P L 437+00.00 67.00 437+50.00 66.00 438+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+48.00 438+50.00 439+00.00 38’59’R\W 440+90.00 R\W 4 3 .0 0 , 7 8 .0 0 C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F 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 A I N da = 9.3 ac C = 0.35 n=?s= 4.58%d= 1.3’V= 2.6 FPS Q= 15 CFS 438+19 -L- RT Sta.= 437+00 to ( Not to Scale)LATERAL BASE DITCH Natural Ground 2 :1 D B b Fill Slope d Fabric Filter 2 :1 1 "/F t .*When B is < 6.0’Natural Ground ( Not to Scale)2 :1 2 :1 D B Fill Slope b LATERAL BASE DITCH 1 "/F t .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- RT FROM 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 F l a t t e r 4 :1 o r 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 1 5 " 3 0 "50.00 R\W +30.00 R\W 3 9 - 1 39-2 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 ’ EST. 28 CY DDE EST. 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 + 1 0 .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 + 1 0 .0 0 3 0 .0 0 4 3 2 + 3 5 .0 0 3 0 .0 0 437+85.00 30.00 439+07.93 30.00 438+55.00 30.00 437+07.93 30.00 437+07.93 30.00 437+85.00 30.00 438+55.00 30.00 439+07.93 30.00 N A D 8 3 2 8 ’ 2 8 ’ 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 L A 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 I L 9 2 ’ B A S E C U T D I T C H S P E C I A 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 4 0 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 40 R-3101 M A T C H L I N E -L - S T A . 4 4 1 +0 0 S E E S H E E T 3 9 M A T C H L I N E -L - S T A . 4 5 3 +0 0 S E E S H E E T 4 1 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 O P = 2 6 8 0 .6 8 I N V = 2 6 7 3 .9 3 V A U L T E O I 1 0 " W A T E R L I N E A P P R O X I M A T E U N A B L E T O O B T A I N I N V . T O P = 2 6 6 5 .2 4 3 " F O R C E M A I N A P P R O X I M A T E O U T =2 7 3 9 .7 2 I N =2 7 3 9 .8 6 T O P =2 7 4 6 .1 6 I N V =2 6 6 2 .1 7 T O P = 2 6 7 2 .9 2 I N V I N =2 7 2 1 .7 5 T O P =2 7 2 9 .2 9 I N V O U T =2 7 2 1 .7 5 T O P =2 7 1 0 .0 7 O U T = 2 7 0 1 .1 8 I N 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 I N M H F S S N O T I N M H F S S N O T I N M H T O P = 2 6 8 0 .6 8 I N V = 2 6 7 3 .9 3 V A U L T E O I -B L - 6 9 4 4 4 +9 5 .6 7 P I N C -B L - 6 7 4 3 5 +2 5 .5 5 P I N C -B L - 6 8 4 3 9 +0 0 .4 9 P I N C 5 +0 0 .0 0 P O T -B Y 3 0 - 1 4 8 6 +6 7 .6 0 P O T 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 U L 4 C U L 3 C U L 1 C U L 2 C E 2 C E 1 H W 2 H W 1 I N V = 2 6 8 7 . 6 1 I N V = 2 6 8 9 . 4 0 I N V =2 7 1 7 .9 0 I N V =2 7 1 8 .4 6 I N V =2 7 2 8 .4 8 I N V =2 7 3 3 .1 8 1 8 "C M P 1 8 "C M P 1 5 "C O N C . 1 B A R R E L 6 ’ X 6 ’ C U L V E R T # 1 7 HW ROCK 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 T S S t a . 4 4 1 +4 1 .0 2 S C S t a . 4 4 3 +4 1 .0 2 4 4 5 C S S t a . 4 4 9 +5 9 .2 5 4 5 0 S T S t a . 4 5 1 +5 9 .2 5 PIs Sta 442+74.36 F Ls = 200.00’LT = 133.34’ST = 66.68’-L --L -PIs Sta 450+25.92 F 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 2 4 ’ 2 4 ’ 6 0 ’ 6 0 ’ 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+75.00 451+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+55.00 175.00 450+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 C C C C C F F F F F F C C C 8 ’ G R 5 0 1 A P P R O X U S 2 1 B S T 7 2 " C H L 1 S B L K B U S B S T J O I N E S C O U R T L A N E H T R 1 S B K D C O N C C O N C B S T S 1 S B K D 5 0 2 5 0 8 5 0 7 5 0 6 5 0 9 5 1 0 5 1 2 B S T C O N C D I T C H 1 2 " C O N C 7 ’ G R 1 2 " C O N C 8 ’ G R J O I N E S P A R K R O A D D E C K 1 9 ’ B S T D E C K 1 8 "C M P 5 0 5 5 0 3 B S T 8 ’ G R S I Z E & T Y P E U N K N O W N G R 7 2 " C H L R I P R A P 1 5 " C M P 2 4 " C M P 1 8 " R C P B S T 1 S E 1 S E T B T B T B T B T B T B R E T A I N FS R E M O V E R E M O V E R E M O V E 2 7 5 0 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 F l a t t e r 4 :1 o r 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 . Slope Ditch Front Natural Ground d 2 :1 B D ( Not to Scale)SPECIAL CUT BASE DITCH F l a t t e r 4 :1 o r DETAIL 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- RT B= 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 R I P R A P C L A S S ’I ’ 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 ’ 1 @ 6 ’ X 7 ’ R C B C 2 0 : 1 1 0 :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 ’ M i n . 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 ’ M a x . D E T A I L 1 9 1 5 " 1 5 " 1 5 " 2 4 " 2 4 " 1 8 " 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 4 0 -8 4 0 -7 S 3 3 2 1 ’5 7 "E 1 6 7 .9 7 ’ R E B A R -C O R 1 5 .0 1 ’ R /W -R E B A R R E B A R S 8 1 4 5 ’ 5 9 " W 3 2 4 . 1 6 ’ S 1 1 1 3 ’2 0 "E 1 1 2 .4 1 ’ S 0 1 0 6 ’4 5 "E 1 2 2 .3 5 ’ S 1 0 5 1 ’1 8 "W 1 9 5 .5 5 ’ N 8 1 1 3 ’3 6 "W 1 8 6 .6 0 ’ E I P S 0 5 0 1 ’4 4 "W 3 1 1 .0 2 ’ E I P -C O R 0 .4 8 ’ R /W -E I P N 8 9 0 9 ’5 9 "W 1 9 4 .1 9 ’ S 0 4 5 6 ’2 2 "W E I P E I P E I P E I P E I P S O L I D I R O N N 0 2 1 7 ’3 7 "E 6 5 .3 6 ’ N 1 2 3 1 ’3 6 "E 2 2 .2 6 ’ N 8 6 2 6 ’5 2 "W 1 4 9 .8 8 ’ N 8 6 4 3 ’2 2 "W 1 5 8 .4 5 ’ N 8 6 4 3 ’2 2 "W 7 2 .4 2 ’ N 0 3 1 8 ’4 1 "E 2 7 .4 8 ’ N 1 6 4 3 ’ 3 4 "E 6 0 . 1 4 ’ N 0 1 2 4 ’1 0 "W 7 7 .5 9 ’ N 2 1 4 6 ’0 1 "W 3 2 0 .5 9 ’ N 7 2 0 1 ’5 8 "W 1 1 6 .0 9 ’ N 6 3 4 3 ’3 1 "W 1 0 3 .8 2 ’ S 8 7 2 6 ’1 5 "W 1 7 9 .4 8 ’N 7 0 5 5 ’2 1 "W 1 2 4 .3 7 ’ 2 7 2 .0 4 ’ E I P -C O R 7 .1 3 ’ R /W -E I P 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 1 7 2 1 7 3 1 7 6 1 7 7 1 7 8 1 7 9 1 7 9 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 1 7 6 2 0 .4 6 ’+4 8 .9 1 1 8 . 8 1 ’ + 0 0 . 0 4 2 3 .2 5 ’ +9 8 .6 9 T O N Y G . G R E E N E 1 7 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 30.00 451+10.00 30.00 451+59.25 30.00 451+59.25 30.00 451+10.00 30.00 450+35.00 30.00 449+59.25 30.00 N A D 8 3 2 8 ’ 2 8 ’ R E M O V E R E T A I N R E M O V E & R E P L A C E E S T 6 S . Y . F . F . 5 ’ X 1 0 ’ P S R M R E M O V E & R E P L A C E R E M O V E SEE DETAIL 3 CUT DITCH 7 S . Y . F . F . 2 T O N S C L A S S ’ B ’ R I P R A P S E E D E T A I L 3 C U T D I T C H HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 4 1 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 41 R-3101 M A T C H L I N E -L - S T A . 4 5 3 +0 0 S E E S H E E T 4 0 M A T C H L I N E -L - S T A . 4 6 5 +0 0 S E E S H E E T 4 2 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 1 0 " W A T E R L I N E A P P R O X I M A T E 8 " W A T E R L I N E A P P R O X I M A T E 3 " F O R C E M A I N A P P R O X I M A T E T O P =2 7 4 1 .8 1 I N V =2 7 3 5 .2 2 T O P = 2 7 5 2 . 1 9 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=2735.43 TOP=2746.25 W F S S N O T I N M H -B L -G P S R 3 1 0 1 -1 7 4 4 9 +7 2 .3 2 P I N C 5 +0 0 .0 0 P O T -B Y 3 1 - 1 5 0 -B L -G P S R 3 1 0 1 -1 8 4 5 9 +0 2 .8 1 P I N C 9 +0 5 .9 9 P O T 5 +0 0 .0 0 P O T -B Y 3 2 - 1 5 4 5 +9 0 .1 0 P I N C (T R A V . M O N .)E L E V =2 7 4 4 .3 5 ’= -T 1 6 - 1 8 P O T 5 +0 0 .0 0 I N V =2 7 2 9 .5 7 I N V =2 7 3 0 .9 7 I N V =2 7 3 4 .3 6 I N V =2 7 3 5 .8 7 I N V =2 7 4 1 .3 7 I N V =2 7 4 2 .0 7 I N V =2 7 4 3 .4 0 IN V = 2 7 4 6 . 2 3 I N V =2 7 4 7 .1 1 I N V = 2 7 4 7 .5 0 D I 1 8 "C M P 1 8 "C M P H W R O C K H W R O C K H W R O C K 1 5 "C M P 1 8 "C M P H W R O C K HW ROCK H W R O C K 1 8 " C O N C S C R U B S C R U B S C R U B W A L L S G R G R 1 S F D 1 S 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 B S T C U R B W A L K C O N C T A N K S A G B S T C U R B S B S T 5 -S B W 4 8 " W W 1 -S B W U S 2 1 2 2 ’ B S T 5 -S B W 5 -S B W G A T E M T L S R 1 1 1 9 O L D U S 2 1 1 1 ’ B S T 1 S F D C O N C 7 2 " C H L B S T 5 1 3 5 1 4 5 1 5 5 1 6 5 1 7 5 1 8 P O L E F L A G 5 1 9 5 2 0 3 R A I L V I N Y L 3 R A I L V I N Y L P O L E F L A G 5 2 4 5 2 5 5 2 6 5 2 7 5 2 8 5 2 9 5 2 3 5 3 0 S C R U B 1 2 " C O N C 1 2 " R C P B D I 5 2 2 S P L A N T E R B K N 7 1 5 0 ’0 2 "W 2 0 3 .8 6 ’ N 4 7 4 8 ’0 0 "E S 4 0 2 3 ’5 9 "E 7 6 .8 2 ’S 8 7 2 3 ’ 5 8 "E 1 1 4 . 1 8 ’ S 4 1 3 6 ’5 8 "E 1 6 5 .3 9 ’ R E B A R S 1 2 1 7 ’0 2 "W 4 3 2 .1 8 ’ R E B A R -C O R 1 1 .9 6 ’ R /W -R E B A R S 1 2 1 7 ’ 0 1 " W 8 . 9 0 ’ S 3 2 3 2 ’ 0 3 " W E I P S 5 5 3 2 ’5 3 "W 1 8 8 .8 3 ’S 7 4 2 0 ’4 0 "W 2 0 7 .3 1 ’S 3 6 5 3 ’0 8 "E 1 7 2 .5 8 ’ S 0 9 5 0 ’1 6 "W 6 6 7 .4 2 ’ N 8 8 2 4 ’ 4 6 " W 1 9 8 . 6 7 ’ N 0 2 5 2 ’4 4 "E 4 0 0 .3 4 ’ 4 0 .0 0 ’ 2 6 .0 0 ’2 6 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W 3 0 4 . 5 9 ’ E I P - C O R 6 . 3 6 ’ R / W - E I 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 4 DB 166 PG 826 DB 134 PG 830 LINDA T. BEDSAUL CLINT F. BEDSAUL AND DB 142 PG 804 DB 142 PG 165 DB 89 PG 571 DB 142 PG 405 DB 111 PG 498 AND BARBARA LYON DANNY 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 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 2 0 6 P G 6 0 8 DB 225 PG 370 D B 2 0 8 P G 9 8 8 B A R B A R A B . L Y O N D A N N Y D . L Y O N A N D 1 9 .6 6 ’ +3 8 .5 0 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 1 3 4 3 ’2 7 " E 8 7 .2 2 ’ S 0 3 1 7 ’0 7 " W 6 3 1 .3 5 ’ 1 7 5 175 D B 3 1 1 P G 6 6 3 D B 3 1 1 P G 6 6 3 4 5 5 4 6 0 T S S t a . 4 6 0 +1 5 .3 5 S C S t a . 4 6 2 +1 5 .3 5 4 6 5 PIs Sta 461+48.70 F 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-1 0 -Y 2 4 --Y 2 5 --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 P O T GRAU 350 2 4 ’ 2 4 ’ 1 0 ’ R 50’R 50’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 6 0 ’ 6 0 ’ 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 51.00 461+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 4 6 2 +3 5 .0 0 30.00 10+80.00 12.69 11+00.00 13.20 4 6 3 +6 1 .0 0 4 6 4 +7 0 .0 0 3 0 .0 0 464+05.00 30.00 4 6 0 + 0 0 . 0 0 4 3 . 0 0 462+00.00 38.00 462+35.00 30.00 13.15 -Y25-10+50.00 10+75.00 12.98 463+60.00 464+20.00 465+00.00 41.00 463+00.00 53.00 R\W R\W, 45.00 R\W, 45.63 R\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 4 6 0 +9 6 .0 0 50.00 4 6 1 +5 2 .0 0 50.00 4 6 4 +4 6 .0 0 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 C C C C C F F F F F F F F F F C 4 1 - 2 4 1 - 1 C O L L A R A N D E X T E N D G R A D E T O D R A I N F l a t t e r 4 :1 o r Slope Ditch Front 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 TONS CLASS ’B’ RIP RAP 10 S.Y. F.F.3 TONS CLASS ’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 41-6 1 8 " 1 5 " 2 4 " 1 5 " 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 U S T 4 6 0 + 1 5 . 3 5 3 0 . 0 0 460+90.00 30.00 462+15.35 30.00 461+65.00 30.00 4 6 0 + 1 5 . 3 5 3 0 . 0 0 460+90.00 30.00 461+65.00 30.00 462+15.35 30.00 N A D 8 3 2 8 ’ 2 8 ’R E M O V E C L A S S ’ B ’ R I P R A P S E E D E T A I L S 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 5 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 4 2 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 42 R-3101 M A T C H L I N E -L - S T A . 4 7 7 +0 0 S E E S H E E T 4 3 M A T C H L I N E -L - S T A . 4 6 5 +0 0 S E E S H E E T 4 1 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 M A I N A P P R O X I M A T E T O P =2 7 6 6 .8 6 I N V =2 7 7 2 .7 3 T O P =2 7 7 8 .8 3 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 O U T =2 7 2 2 .1 9 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 .1 6 T O P = 2 7 4 9 .1 1 I N V O U T = 2 7 4 0 .9 6 I N V =2 7 5 8 .7 4 F S S N O T I N M H F S S N O T I N M H F S S N O T I N M H E O I V A U L T -B L -G P S R 3 1 0 1 -1 8 4 5 9 + 0 2 .8 1 P I N C 9 + 0 5 .9 9 P O T 5 + 0 0 .0 0 P O T 1 0 + 0 2 . 9 0 P O T - B Y 3 2 - 1 5 5 -B L - 7 0 4 6 7 +5 7 .0 3 P I N C (6 0 D N A I L S E T ) E L E V =2 7 4 5 .8 9 ’ T 1 6 -2 2 8 P O T 9 +1 5 .2 3 (T R A V . M O N . ) E L E V = 2 7 4 4 .3 5 ’ = -T 1 6 - 1 8 P O T 5 + 0 0 .0 0 B M 1 9 2 7 5 1 .1 1 2 7 2 7 .6 1 C U L 4 2 7 2 7 .7 6 C U L 3 2 7 2 9 .2 0 C U L 2 2 7 2 9 .3 0 C U L 1 2 7 3 2 .7 1 C E 2 2 7 3 4 .4 1 C E 1 2 7 3 4 .4 7 H W 2 2 7 3 5 .9 7 H W 1 1 B A R R E L 5 ’ X 5 ’ C U L V E R T # 1 8 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 4 6 5 4 7 0 C S S t a . 4 7 1 +1 3 .7 4 S T S t a . 4 7 3 +1 3 .7 4 4 7 5 1 0 - 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 R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 2 4 ’ 10’R 15’R 10’R 50’R 2 4 ’ 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 6 0 ’ 6 0 ’ 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 46.00 474+00.00 56.00 475+00.00 47.00 476+00.00 65.00 476+50.00 66.00 477+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 50.00 473+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 .1 4 P L P L 5 5 .1 2 PL 57.98 PL 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 F F F F C C C C C B S T 1 5 " R C P 3 6 " W W 1 S B W 3 6 " W W 3 -S B W 1 5 " H D P E 1 5 " H D P E B K W A L L BST 1 S B K D G A T E M T L 5 - S B W 5 -S B W 3 - S B W 3 6 " W W 3 - S B W 3 6 " W W 1 - S B W 4 8 " W W 1 -S B W S R 1 1 1 9 N A R R O N R O A D 1 2 ’ B S T S O I L 1 S F D 4 8 " W W 1 - S B W 5 3 1 5 3 2 5 3 3 5 3 4 8 ’ B S T 8 ’ B S T BST S C R U B R C P 1 8 " G R G R 7 2 " C H L 2 R A I L W D 2 R A I L 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 = 0.4 DA = 8.6 AC n= 0.42 s= 9.68% d= 1.0 ’V= 6.6 FPS Q5= 13.8 CFS 477+00 -L- LT Sta.= 475+00 TO P P L U G P P L U G NOT TO SCALE { F L O W A A 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 B A N K F U L L B A N K F U L L 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.ELEVATION SEE PROFILE FOR HEADER ROCK ,TYP.SIGNIFICANT SPACES NOT BE GAPPED OR HAVE ANY ROCKS IN VANE ARM SHOULD FOOTER ROCK, TYP.OF THE FOOTER ROCK A MINIMUM OF 1/3 WIDTH SET HEADER ROCK BACK #57 STONE, TYP.SECTION A-A FILTER FABRIC, TYP.SECTION B-B ROCKS FOOTER ROCKS HEADER SIGNIFICANT SPACES NOT BE GAPPED OR HAVE ANY ROCKS IN VANE ARM SHOULD BANKFULL ELEVATION TIE VANE ARM INTO BED FLOW BANKFULL {#57 STONE TYP.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 VANE EXCAVATED TRENCH EXCAVATED POOL BED 4 % T O 1 0 % S L O P E 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 VOIDS 2. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS. VANE ARM TIES INTO BANKFULL.1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE NOTES: B O U L D E R D I M E N S I O N S ( F T ) MINIMUM 2’MINIMUM 2’ - 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 F l a t t e r 4 :1 o r 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 C 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 ( N o t t o S c a l e )2 :1 2 :1 D B Fill Slope 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 6 6 +0 0 T O S T A . 4 6 8 +3 0 -L - R T b= 5 Ft.B= 3 Ft.M i n . D = 1 .5 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 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 F l a t t e r 4 :1 o r 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 E C T I O N S E C T I O N 2 G I -A D E T A I L 1 1 D E T A I L 1 5 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 T O N S C L A S S ’I ’ R I P R A 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 18 4’ BASE LATERAL DITCH SEE DETAIL 11 PSRM 4’ BASE LATERAL DITCH SEE DETAL PSRM CUT 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 13 4’ BASE CUT DITCH 7 2 " 2 4 " 2 4 " 2 4 " R \ W 4 2 - 4 4 2 - 1 4 2 - 3 4 2 -6 42-5 4 2 -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 E S T . 3 2 7 C Y D D E 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 L I 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 S 0 2 2 2 ’4 8 "W 3 5 6 .6 8 ’ S 7 2 3 9 ’1 8 " W 1 5 4 .0 0 ’ N 0 4 1 2 ’3 8 "W 1 9 2 .0 0 ’ N 0 8 4 4 ’2 1 "E 7 1 .6 2 ’ N 8 5 5 7 ’1 9 "W 3 3 5 .2 5 ’N 3 8 2 4 ’5 7 "E 4 3 .6 0 ’N 4 8 3 8 ’5 1 "W 1 9 8 .0 8 ’S 3 7 5 8 ’4 2 "W E I P S 3 7 5 8 ’4 2 "W 4 4 .2 7 ’ N 0 5 4 2 ’0 1 "E 4 1 .7 1 ’ N 0 2 5 5 ’1 1 "E 1 2 3 .1 7 ’ N 1 9 5 6 ’1 0 "E 2 6 .8 3 ’ N 0 2 2 2 ’4 8 "E 4 9 3 .1 9 ’N 3 8 2 4 ’1 7 "E 1 2 7 .1 6 ’4 0 .0 0 ’E X I S T I N G R /W E X I S T I N G R /W 2 6 2 .7 2 ’ E I P -C O R 7 .7 7 ’ R /W -E I P 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 398 DB 95 PG 623 DB 228 PG 544 DB 87 PG 352 DB 179 PG 15 JUANITA G. BRYAN DELMER A. BRYAN AND 1 8 4 1 8 4 1 8 7 2 3 9 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 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 1 8 7 DB 63 PG 398 DB 95 PG 623 DB 228 PG 544 DB 87 PG 352 DB 179 PG 15 JUANITA G. BRYAN DELMER A. BRYAN AND 1 9 .9 0 ’+6 9 .8 7 2 4 .6 0 ’+6 2 .5 7 1 8 4 4 7 1 + 1 3 .7 4 3 0 .0 0 4 7 1 + 1 3 .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 4 7 3 +1 3 .7 4 3 0 .0 0 4 7 3 +1 3 .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 N A D 8 3 2 8 ’ 3 5 ’R E M O V E 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 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 4 3 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 43 R-3101 M A T C H L I N E -L - S T A . 4 8 9 +0 0 S E E S H E E T 4 4 M A T C H L I N E -L - S T A . 4 7 7 +0 0 S E E S H E E T 4 2 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 " F O R C E M A I N A P P R O X I M A T A T O P =2 8 8 7 .9 3 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 I N M H F S S N O T I N M H TH-2 -B L - 7 2 4 8 0 +9 9 .5 7 P I N C -B L -7 1 4 7 4 +4 4 .2 1 P I N C 5 +0 0 .0 0 P O T -B Y 3 3 - 1 5 6 8 +9 3 .2 8 P I N C 8 +6 7 .5 0 P O T -B Y 3 4 - 1 6 0 U S 2 1 3 0 ’ B S T 3 6 " W W & C O N C B S T S R 1 4 2 6 C H E S T N U T G R O V E C H U R C H R O A D 2 5 ’ B S T S R 1 1 2 0 M A C E D O N I A C H U R C H R O A D 1 9 ’ B S T 4 8 " W W 1 S F D H O U S E P U M P B S T B S T B S T S B S T D I R T P I L E B S T G R S S S S H O U S E P U M P 1 S F D C O N C 9 ’ S O I L 1 S F D C O N C C O N C 1 5 " R C P 1 5 " R C P 4 8 " W W 1 S B W 3 6 " W W 1 S B W 1 5 " C M P 4 -B R O A D W O O D F E N C E 4 -B R O A D W O O D F E N C E 1 0 ’ G R R O C K C O L U M N S R O C K C O L U M N S 1 8 " C M P 8 ’ S O I L 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 2 4 " C M P B S T B S T B S T G R G R G R G R W E L L B L K W A L L S M T L T A N K S M T L T A N K S 1 S M T L B U S 4 8 " W W C O N C 1 S B K D C O N C & F I L L C A P S U /G T A N K S 1 S F B U S A N D G A S P U M P S M T L C A N O P Y S R I P R A P R I P R A P 1 5 " H D P E S G R 3 0 " C M P R I P R A P R I P R A P 2 4 " C M P R I P R A P R I P R A P S R I P R A P R I P R A P 1 S F B U S B S T P A B S T P A C O M M U N I T 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 1 5 " H D P E 5 3 5 5 3 6 5 3 7 5 3 8 5 3 9 5 5 2 G A T E M T L 5 5 1 5 4 9 5 5 0 5 4 8 5 4 0 5 4 1 5 4 2 5 4 3 5 4 4 D E C K S N 3 7 5 8 ’4 2 "E 3 0 2 .4 4 ’S 3 7 5 8 ’4 2 "W N 5 4 4 5 ’ 1 6 " W 1 5 0 . 2 0 ’ S 3 8 0 4 ’1 2 "W 7 2 .6 0 ’S 3 8 0 4 ’1 2 "W 1 8 8 .0 1 ’ R E B A R -C O R 9 .6 1 ’ R /W -R E B A R R E B A R N 5 4 4 5 ’ 2 4 " W 1 5 0 . 0 0 ’ S 3 8 1 1 ’4 0 "W 1 9 7 .8 0 ’ N 4 5 4 9 ’4 3 "W 1 5 6 .0 7 ’ S 3 7 5 1 ’0 0 "W 1 6 3 .0 8 ’ R E B A R -C O R 9 .7 1 ’ R /W -R E B A R R E B A R N 6 6 1 4 ’ 3 6 " E 1 3 5 . 0 3 ’ N 5 8 0 7 ’ 1 2 "E 1 3 9 . 4 3 ’ S 2 4 2 5 ’1 2 "E 7 5 .7 9 ’ S 2 4 2 5 ’1 3 "E 4 5 .2 3 ’ S 4 7 3 7 ’4 6 "E 1 4 1 .1 1 ’ N 6 6 2 9 ’ 2 3 " E 1 9 7 . 8 0 ’ S 5 7 3 0 ’ 2 3 "W S 0 7 2 7 ’2 3 "W 9 5 .7 5 ’S 7 4 0 8 ’2 3 "W 2 6 8 .8 2 ’S 0 7 0 5 ’3 1 "W 2 1 6 .3 6 ’S 0 6 3 3 ’2 6 "W E I P F E N C E P O S T S 4 3 4 8 ’3 9 "W 9 6 .9 1 ’ R /W -F L A T I R O N 1 0 2 .4 7 ’ R E B A R -F L A T I R O N F L A T I R O N R E B A R S 1 8 4 2 ’0 8 "W 1 3 6 .1 2 ’E I P N 8 0 3 2 ’1 2 "W 1 6 1 .2 1 ’R E B A R 4 0 .0 0 ’5 0 .0 0 ’E X I S T I N G R /W EXISTING R/W E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R /W 1 5 3 .7 1 ’ F E N C E P O S T -E I P 1 7 .4 3 ’ R /W -F E N C E P O S T 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 TEDDER FRED TEDDER AND DB 117 PG 361 DB 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 2 4 5 2 4 6 2 4 7 F O X F I R E R E A L T Y , L . L . C . PHILENA DENNIS D B 2 2 6 P G 2 7 8 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 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 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 1 9 .1 5 ’ +6 9 .1 7 1 9 .3 9 ’ +2 5 .7 8 4 8 0 4 8 5 - L - 1 0 -Y26-POT Sta. 13+21.41 -Y27-POT Sta. 10+00.00 G R A U 3 5 0 2 4 ’ G R A U 3 5 0 300’ TAPER 3 1 ’ 6 0 ’ 6 0 ’ 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 75.00 486+50.00 72.00 486+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 48.00 488+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 4 8 7 +4 0 .0 0 37.00 37.00 PUE C C C C C C C C C C C C C C F F F F F F F F F F C C TH-2 2 ’ B A S E C U T D I T 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 + 1 5 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 F l a t t e r 4 :1 o r 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 N A D 8 3 R E P L A C E R E M O V E & R E M O V E W / 2 4 " R C P R E T A I N O R R E P L A C E STA. 500+00 -L- LT BEGIN SBG R E T A I N REMOVE RETAIN REMOVE 1 6 S . Y . F . F . 5 T O N S C L A S S ’ B ’ R I P R A P 3 7 ’ 2 8 ’HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 4 4 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 44 R-3101 M A T C H L I N E -L - S T A . 4 8 9 + 0 0 S E E S H E E T 4 3 M A T C H L I N E -L - S T A . 5 0 1 +0 0 S E E S H E E T 4 5 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 1 9 6 Z T T T T 8 " 1 0 " W A T E R L I N E A P P R O X I M A T E 6 " F O R C E M A I N A P P R O X I M A T E 4 " F O R C E M A I N A P P R O X I M A T E R E L E A S E ?A I R T O P =2 8 8 9 .3 3 R E L E A S E A I R T O P = 2 8 9 1 .1 8 R E L E A S E A I R T O P =2 8 8 7 .9 3 U N A B L E T O O B T A I N I N V .T O P =2 9 1 1 .3 0 T O P =2 8 9 8 .2 4 8 "I N V I N =2 8 8 4 .6 4 I N V O U T =2 8 8 4 .4 4 I N V O U T =2 8 8 3 .2 2 T O P = 2 8 8 8 . 7 6 I N V I N =2 8 8 4 .1 1 I N V I N =2 8 8 3 .2 6 I N V I N =2 8 9 4 .8 4 F S S N O T I N M H S S T O P U M P S T A T I O N F S S F R O M P U M P S T A T I O N (D R O P I N V =2 8 6 1 .6 9 ) I N V =2 8 5 6 .4 3 T O P =2 8 6 7 .3 0 - B L - 7 3 4 8 5 + 2 7 .9 8 P I N C -B L - 7 4 4 9 1 +8 1 .7 5 P I N C 8 + 9 3 . 2 8 P I N C - B Y 3 3 - 1 5 7 1 0 + 9 3 .6 1 P O T 5 + 0 0 .0 0 P O T 8 +6 7 .5 0 P O T B M 2 0 2 9 0 5 . 8 0 1 8 " C M P 1 8 "C M P D I I N V =2 8 8 1 .6 3 I N V =2 8 8 1 .7 3 I N V = 2 8 8 3 .2 4 I N V =2 8 8 7 .7 2 S C R U B M T L G A T E 4 8 " W W 4 8 " W W 1 S B W 1 5 " C M P 4 8 " W W 3 6 " W W 4 8 " W W S R O C K W A L L G R B S T S O I L S T E P S R O C K G R 4 8 " W W 1 S B W 4 8 " W W 1 S B W 4 8 " W W 1 S B W 1 . 5 S F B U S 1 S M A S O N D S 1 9 ’ B S T B S T 4 8 " W W 1 S B W 8 ’ S O I L G A T E M T L 3 6 " W W & 4 -S B W 4 8 " W W 1 S B W 1 S F S S R 1 4 2 6 C H E S T N U T G R O V E C H U R C H R O A D 2 5 ’ B S T 5 -S B W 4 -B R O A D W O O D F E N C E S 5 4 8 5 4 5 5 4 6 5 4 7 5 5 3 5 5 5 5 5 6 5 5 4 1 8 " H D P E M T L 1 8 "C M P 2 8 9 3 . 3 4 2 8 9 3 . 3 4 1 5 " R C P B S T W A L L B L K S S G R A S S G R A S S M T L G R A T E L A N D S C A P E A R E A G R R I P R A P L A N D S C A P E A R E A 1 8 " C M P S 1 8 " P L A S T I C 2 4 " C M P 1 8 " C M P 4 9 0 P C S t a . 4 9 1 + 1 8 .1 2 4 9 5 P T S t a . 4 9 9 +5 7 .7 0 5 0 0 1 0 -Y 2 6 - -Y 2 7 - - 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 1 1 + 5 3 .8 6 D L = 1 3 1 .0 0 ’ T = 8 4 .3 2 ’ R = 8 1 .8 5 ’ - Y 2 6 - - Y 2 7 - 1 0 - 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 ’ 6 0 ’ 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 65.00 497+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 5 0 0 +3 7 .0 0 500+58.00 5 6 .0 0 , 6 8 .0 0 R \ W R \ W , 5 0 . 0 0 R \ W , 5 0 . 0 0 R \ W 6 3 .0 7 PL 5 4 . 4 4 P L 4 9 2 + 2 1 . 0 0 4 0 . 0 0 499+06.00 40.00 499+76.00 40.00 500+94.00 4 9 0 + 7 8 .6 3 R /W , 3 7 .0 0 4 9 8 +9 0 .0 0 3 7 .0 0 4 9 9 +0 6 .0 0 5 3 .0 0 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 4 9 7 +7 5 .0 0 37.00 4 9 8 +4 0 .0 0 3 7 .0 0 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 54.00 499+59.00 52.00 4 1 . 0 0 4 0 . 0 0 P U E P U E P U E P U E PUE 4 9 9 +5 7 .7 0 3 0 .0 0 4 9 9 +5 7 .7 0 3 0 .0 0 52’, 63’D I 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 X I 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 . F l a t t e r 4 :1 o r 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 3 SPECIAL 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 2 0 :1 1 0 :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 ’ M i n .GI etc.C Proposed Ditch L S = D i t c h S l o p e S ( Not to Scale)FALSE SUMP 2’1 .0 ’ M a x .DETAIL 19 3 0 " 1 8 " 4 4 - 2 4 4 - 3 44-6 44-7 44-8 1 5 " 1 5 " 1 8 " EST. 7 SY FILTER FABRIC EST. 2 TONS RIP RAP CLASS B RIP RAP D W Y . D I 2 G I - B 2 G I - B 2GI-B 4 4 - 4 44-5 S 4 3 4 8 ’ 3 9 "W 9 6 . 9 1 ’ R / W - F L A T I R O N 1 0 2 . 4 7 ’ R E B A R - F L A T I R O N S 0 5 1 9 ’3 8 "W 9 .0 8 ’ R E B A R S 0 5 2 8 ’2 1 "W 3 4 5 .0 4 ’ 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 3 8 2 6 ’3 4 "W 2 5 7 .2 4 ’ N 1 8 4 1 ’3 9 "E E I P 1 0 5 2 .7 4 ’ E I P -C O R 1 0 6 5 .2 8 ’ R /W -C O R R E B A R N 3 7 4 5 ’5 9 "W 6 3 .8 2 ’ N 4 7 0 2 ’3 0 "W 1 0 6 .0 7 ’ R E B A R R E B A R N 6 5 5 1 ’2 3 "W 1 4 8 .1 4 ’ N 7 6 1 3 ’0 8 "W 5 6 .3 4 ’N 0 5 2 1 ’5 6 "E 9 2 .0 1 ’N 0 0 5 3 ’0 5 "E E I P 6 0 .0 0 ’ E X I S T I N G R / W E X I S T I N G R / W 7 0 6 .1 9 ’ E I P -C O R 1 8 .8 4 ’ R /W -E I P 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 DOUGHTON RICHARD 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 1 9 5 1 9 6 1 9 7 1 9 8 1 9 9 D B 2 2 6 P G 2 7 8 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 3 7 .1 9 ’ +2 8 .4 2 2 0 .2 6 ’+9 7 .8 7 2 0 .2 6 ’+6 2 .5 5 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 1 9 6 z 2 0 0 D B 1 7 9 P G 1 2 1 J E R R Y L . B I L L I N G S (D R O P I N V =2 8 6 1 .6 9 ) I N V =2 8 5 6 .4 3 T O P =2 8 6 7 .3 0 I N V =2 8 8 3 .2 2 T O P =2 8 8 8 .7 6 G R A U 3 5 0 G R A U 3 5 0 G R A U 3 5 0 4 0 ’ R 2 6 ’ R 7 8 ’R 7 0 ’R 3 3 ’ 2 4 ’ 3 0 0 ’ T A P E R D I S T U R B S I G N D O N O T B E G I N E X P R E S S W A Y G U T T E R S T A . 4 9 7 +0 0 E N D E X P R E S S W A Y G U T T E R S T A . 4 9 9 +0 0 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 C C C C C C C F F F F F F F F F N A D 8 3 2 8 ’ 2 8 ’REMOVE & REPLACE R E M O V E & R E P L A C E 7 S . Y . F . F . 2 T O N S C L A S S ’ B ’ R I P R A P 3 0 " R C P B U R I E D 0 . 5 ’ R E M O V E & R E P L A C E R E M O V E & R E P L A C E S E E D E T A I L 1 6 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 E T A I L 1 5 2 ’ L A T E R A L B A S E D I T C 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 L A S S ’ B ’ R I P R A P 2 1 S . Y . F . F . 8 T O N S C L A S S ’ B ’ R I P R A P HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 4 5 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 45 R-3101 M A T C H L I N E -L - S T A . 5 0 1 +0 0 S E E S H E E T 4 4 M A T C H L I N E -L - S T A . 5 1 3 +0 0 S E E S H E E T 4 6 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 H T O N R I C H A R D L . D O U G H T O N 1 9 9 D B 1 8 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 " F O R C E M A I N A P P R O X I M A T E -B L - 7 5 4 9 7 +5 5 .4 4 P I N C -B L -7 6 5 0 6 +8 3 .4 7 P I N C IN V = 2 8 7 4 . 3 0 I N V = 2 8 7 6 . 7 3 I N V = 2 8 8 1 . 9 7 I N V = 2 8 8 4 . 4 3 IN V = 2 9 1 2 . 8 5 I N V = 2 9 1 5 . 9 4 INV=2928.59 INV=2935.86 3 0 " C M P H W R O C K H W R O C K 3 0 "C M P 1 8 "C M P 2 4 "C M P 1 8 " C O N C W A L L R O C K 1 2 ’ B S T 3 -W O O D R A I L 4 8 " W W 1 S B W 4 8 " W W 1 S B W 4 8 " W W 1 S B W 4 8 " W W 1 S B W U S 2 1 2 2 ’ B S T G A T E M T L 4 -S B W 4 8 " W W 4 -S B W 4 8 " W W 4 8 " W W 1 S B W 1 0 ’ S O I L G R G R 1 0 ’ G R 4 8 " W W 1 S B W 4 8 " W W 1 S B W 4 8 " W W 1 S B W 4 8 " W W 4 8 " W W 1 S B W B S W A L K R O C K 1 . 5 S B L K D 4 8 " C H L 4 8 " C H L 4 8 " C H L B S T S S 5 5 7 5 5 8 5 5 9 5 6 0 5 6 1 5 6 3 5 6 2 4 8 " W W & 1 S B W 8 ’ G R 1 5 " R C P S M T L M T L S 1 5 1 2 ’1 5 "E 2 4 2 .2 8 ’ S 2 3 1 0 ’0 5 "E 2 9 3 .5 3 ’ S 3 0 0 7 ’1 3 "E 3 7 0 .4 2 ’ E I P N 8 9 4 0 ’ 1 2 " W 1 9 2 . 6 0 ’ N 4 8 3 9 ’1 2 "W 2 4 0 .6 0 ’ N 8 9 5 0 ’ 3 0 " W 1 1 4 . 4 6 ’ S 0 2 3 7 ’1 2 "E 4 9 .1 1 ’ E X I S T I N G R / W E X I S T I N G R / W S 3 7 4 2 ’2 4 "W 1 0 0 1 .3 3 ’ N 0 6 0 4 ’3 7 "E 4 5 2 .1 0 ’ 7 0 .0 0 ’ MARY JANE DOUGHTON RICHARD L. DOUGHTON AND 2 0 0 2 0 1 2 0 3 2 0 4 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 ’ 1 2 " E 3 6 6 . 0 0 ’ S 0 2 3 7 ’1 3 " E 1 0 9 .0 0 ’ 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 D B 1 3 1 P G 8 3 3 5 0 5 P C S t a . 5 0 6 +5 9 .3 1 P T S t a . 5 0 7 +6 7 .8 7 5 1 0 P C S t a . 5 1 0 +1 0 .9 7 PI Sta 507+13.59 D L = 108.56’T = 54.28’R = 7,639.44’ - L - - L - -L- - L - P O T S T A . 5 1 0 +0 0 .0 0 E N D C O N S T R U C T I O N E N D R E S U R F A C I N G -L - S T A . 5 1 0 +3 0 .0 0 2 4 ’ 2 4 ’ G R A U 3 5 0 6 0 ’ 6 0 ’ 3 0 ’ 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 5 0 9 +0 0 .0 0 4 8 .0 0 510+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 + 1 7 . 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 F F RETAIN F S H W 3 0 " C S P 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 F l a t t e r 2 :1 o r 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 . 1 8 % 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 F l a t t e r 4 :1 o r 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 TONS CLASS ’B’ RIP RAP 3 0 " 1 5 " 3 0 " 2 4 " 1 8 " 50.00 R\W +75.00 50.00 R\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 E S T . 7 S Y F I L T E R F A B R I C E S T . 2 T O N S R I P R A P C L A S S B R I P R A P 2 G I - B 4 5 - 1 0 4 5 -1 1 N A D 8 3 HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _s h e e t 4 6 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 46 R-3101 M A T C H L I N E -L - S T A . 5 1 3 +0 0 S E E S H E E T 4 5 4 " F O R C E M A I N A P P R O X I M A T E R E L E A S E A I R N O I N F O E O I T H - 1 -B L - 1 6 6 5 1 8 +8 7 .7 6 P O T 1 2 + 9 2 . 6 1 P O T - B L - G P S R 3 1 0 1 - 1 9 5 1 1 + 3 9 . 3 3 P I N C 1 8 "C M P I N V = 2 9 7 8 . 9 4 G R P A R K I N G G R P A R K I N G G R 5 - S B W 4 8 " W W 1 S B W 4 8 " W W 1 S B W 4 8 " W W 1 S B W U S 2 1 3 4 ’ B S T 1 5 " C M P 1 5 " C M P 4 8 " W W 1 S B W 4 - S B W M T L G A T E 6 -S B W 5 6 4 5 6 5 5 6 6 5 6 7 5 6 8 5 6 9 5 7 0 5 7 1 5 7 2 5 7 3 S R 1 1 2 1 P I N E S W A M P R O A D 2 4 ’ B S T 3 W O O D R A I L 3 -S B W 3 W O O D R A I L 3 -S B W 5 1 5 P T S t a . 5 1 7 +5 6 .3 8 5 2 0 - 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 S 5 9 5 1 ’3 2 "W S 1 2 1 4 ’5 4 "E 4 2 0 .7 6 ’ R E B A R E X I S T I N G R / W E X I S T I N G R / W 4 3 4 .2 5 ’ R /W -C O R 0 .6 3 ’ R E B A R -R /W S 5 3 3 1 ’2 5 "W 1 0 9 2 .7 7 ’ S 3 7 4 2 ’2 4 "W 1 0 0 1 .3 3 ’ 7 0 .0 0 ’ 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 4 4 .5 5 ’+2 3 .3 6 3 7 .0 0 ’ +9 7 .4 2 4 2 .8 2 ’+8 4 .1 5 2 0 1 D B 7 4 P G 5 0 4 & 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 D B 3 3 5 P G 7 2 1 D B 4 5 P G 0 0 5 E O I T H - 1 N A D 8 3 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+00 19+00 20+00 21+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 2920 2930 2940 2950 2960 2970 2980 2990 3000 3010 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+00 31+00 32+00 33+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 2910 2920 2930 2940 2950 2960 2970 2980 2990 3000 - L - 47 R3101 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _L _s h e e t 4 7 .d g n $$$$U S E R N A M E $$$$ 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 4-8 2975.58 13.98 500 2973.2 3.63 2973.08 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 = AC PIPE HYDRAULIC DATA 2955.49 98.40 500 2938.50 6.05 2938.40 5.0 50 2.84 DRAINAGE STRUCTURE NO. 5-6 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 = AC PIPE HYDRAULIC DATA 2947.85 17.34 500 2944.52 6.35 2944.34 5.25 50 2.99 DRAINAGE 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 ’ 2 2 +5 0 -L - R T 2 2 +8 0 -L - R T E L E V . = 2 9 6 1 .0 0 E L E V . = 2 9 5 8 .8 8 7 .0 7 % P I =2 7 +5 0 .0 0 0 E l = 2 ,9 5 6 .9 0 P I =2 8 +0 0 .0 0 0 E l = 2 ,9 5 0 .2 2 P I =2 8 +5 0 .0 0 0 E l = 2 ,9 4 3 .0 4 P I =2 9 +0 0 .0 0 0 E l = 2 ,9 3 9 .0 0 E L E V . = 2 9 6 3 .3 5 2 7 +0 0 -L - L T 2 9 +2 3 -L - L T E L E V . = 2 ,9 3 7 .4 6 (-) 1 2 .9 0 % (-) 1 3 .3 6 % (-) 1 4 .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+00 43+00 44+00 45+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 2860 2870 2880 2890 2900 2910 2920 2930 2940 2950 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+00 55+00 56+00 57+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 2800 2810 2820 2830 2840 2850 2860 2870 2880 2890 - L - 48 R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 4 8 .d g n $$$$U S E R N A M E $$$$ 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 6-10 2884.44 12.39 500 2882.87 5.45 2882.71 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+00 67+00 68+00 69+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 2760 2770 2780 2790 2800 2810 2820 2830 2840 2850 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+00 79+00 80+00 81+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 2740 2750 2760 2770 2780 2790 2800 2810 2820 2830 - L - 49 R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 4 9 .d g n $$$$U S E R N A M E $$$$ 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 ,7 9 0 .3 4 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 ,7 9 0 .1 1 V C = 6 0 ’ E L E V . = 2 ,7 7 8 .8 2 7 1 +5 5 -L - R T 7 2 +0 0 -L - R T 7 2 +3 0 -L - R T E L E V . = 2 ,7 7 9 .9 0 E L E V . = 2 ,7 8 0 .6 2 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+00 91+00 92+00 93+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 2730 2740 2750 2760 2770 2780 2790 2800 2810 2820 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+00 103+00 104+00 105+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 2720 2730 2740 2750 2760 2770 2780 2790 2800 2810 - L - 50 R3101 2 4 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 0 .d g n $$$$U S E R N A M E $$$$ 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 10-7 2773.03 11.80 500 2771.34 3.63 2771.22 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 ’ 1 0 2 +5 0 -L - R T 1 0 3 +0 0 -L - R T 8 5 +5 0 -L - R T E L E V . = 2 7 5 8 .4 3 E L E V . = 2 7 5 8 .3 9 E L E V . = 2 7 7 1 .5 1 0.08%0.08%0.08% 8 4 +5 0 -L - R T E L E V . = 2 7 7 3 .6 7 8 6 +5 0 -L - R T E L E V . = 2 7 7 2 .5 0 E L E V . = 2 7 7 1 .3 1 E L E V . = 2 7 7 2 .5 3 8 6 +0 0 -L - R T 8 5 +0 0 -L - R T 2 .2 8 % 2 .0 4 % 0 . 4 0 % 2 . 3 8 % 1 0 2 +0 0 -L - R T E L E V . = 2 7 5 8 .4 7 1 0 3 +5 0 -L - R T E L E V . = 2 7 5 8 .3 5 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+00 115+00 116+00 117+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 2700 2710 2720 2730 2740 2750 2760 2770 2780 2790 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+00 127+00 128+00 129+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 2690 2700 2710 2720 2730 2740 2750 2760 2770 2780 - L - 51 R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 1 .d g n $$$$U S E R N A M E $$$$ 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 29.57 100 2749.56 24.20 2749.23 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’ LT N 977041. E 1409370.BM-6 ELEVATION = 2718.54’ 1 0 7 +5 0 -L - R T 1 0 8 +0 0 -L - R T 1 0 8 +5 0 -L - R T 1 0 9 +0 0 -L - R T 1 1 2 +5 0 -L - R T E L E V . = 2 7 5 3 .2 4 E L E V . = 2 7 5 2 .2 4 E L E V . = 2 7 5 1 .2 4 E L E V . = 2 7 5 0 .2 4 E L E V . = 2 7 4 7 .9 0 0 . 8 6 % 1 4 .6 0 % 2 .0 0 % 2 .0 0 % 2 .0 0 % E L E V . = 2 7 5 4 .7 0 1 0 7 +4 0 -L - R T E L E V . = 2 7 5 0 .6 7 1 0 9 +5 0 -L - R T 1 1 2 +2 0 -L - R T E L E V . = 2 7 4 8 .7 0 1 1 2 +8 4 -L - R T E L E V . = 2 7 4 7 .0 0 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+00 139+00 140+00 141+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 2670 2680 2690 2700 2710 2720 2730 2740 2750 2760 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+00 151+00 152+00 153+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 2670 2680 2690 2700 2710 2720 2730 2740 2750 2760 - L - 52 R3101 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 2 .d g n $$$$U S E R N A M E $$$$ 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 14-9 2709.24 49.61 100 2709.24 49.61 2708.84 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 38.84 500 2705.00 13.61 2704.74 11.25 50 8.65 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 15-14 2719.76 17.80 500 2718.5 6.66 2718.41 5.50 50 3.10 -L- Sta. 152+25.62 105.75’ LT N 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+00 163+00 164+00 165+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 2660 2670 2680 2690 2700 2710 2720 2730 2740 2750 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+00 175+00 176+00 177+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 2640 2650 2660 2670 2680 2690 2700 2710 2720 2730 - L - 53 R3101 24" RCP DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 3 .d g n $$$$U S E R N A M E $$$$ 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 = AC PIPE 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 29.55 500 2710.13 9.8 2709.94 8.1 50 5.1 2684.22 46.92 500 2680.08 6.17 2679.98 5.10 50 2.90 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 17-4 2973.06 55.84 500 2960.04 5.93 2959.90 4.9 50 2.61 1 6 1 +5 0 -L - R T E L E V . = 2 6 9 0 .0 2 2 2 .1 6 % 1 6 1 +2 0 -L - R T E L E V . = 2 6 8 5 .8 9 1 6 2 +0 0 -L - R T E L E V . = 2 7 0 1 .1 0 1 3 .7 7 % 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+00 187+00 188+00 189+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 2640 2650 2660 2670 2680 2690 2700 2710 2720 2730 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+00 199+00 200+00 201+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 2670 2680 2690 2700 2710 2720 2730 2740 2750 2760 - L - 54 R3101 2 4 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 4 .d g n $$$$U S E R N A M E $$$$ 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 18-9 2691.43 6.63 500 2691.09 4.60 2690.95 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 19-7 2731.69 26.79 500 2729.02 8.47 2728.85 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+00 211+00 212+00 213+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 2730 2740 2750 2760 2770 2780 2790 2800 2810 2820 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+00 223+00 224+00 225+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 2790 2800 2810 2820 2830 2840 2850 2860 2870 2880 - L - 55 R3101 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 CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 5 .d g n $$$$U S E R N A M E $$$$ 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 15.07 100 2787.32 12.04 2786.93 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 21-5 2846.81 25.74 500 2844.33 8.23 2844.16 6.8 50 3.77 24" 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 ’ 2 0 5 +5 0 -L - R T 2 0 6 +0 0 -L - R T 2 1 4 +5 0 -L - R T 2 1 5 +0 0 -L - R T 2 1 5 +5 0 -L - R T 2 1 9 +5 0 -L - R T E L E V . = 2 7 5 6 .5 4 E L E V . = 2 7 6 0 .5 9 E L E V . = 2 8 1 2 .3 2 E L E V . = 2 8 1 0 .4 0 E L E V . = 2 8 1 1 .8 5 E L E V . = 2 8 3 1 .2 2 8 . 0 0 % 8 . 0 0 % 2 . 9 0 % 1 4 .4 0 % 8 . 6 0 % 1 2 .7 0 % 3 .8 4 % 1 .7 8 % 2 0 5 +0 0 -L - R T E L E V . = 2 7 5 2 .5 4 2 0 8 +0 7 -L - R T E L E V . = 2 7 7 6 .3 8 2 0 8 +5 0 -L - R T E L E V . = 2 7 8 2 .2 4 1 3 .6 3 % 2 1 4 +0 0 -L - R T E L E V . = 2 8 1 8 .6 7 2 1 6 +0 0 -L - R T E L E V . = 2 8 1 9 .0 5 2 1 9 +0 0 -L - R T E L E V . = 2 8 3 2 .1 1 2 2 0 +0 0 -L - R T E L E V . = 2 8 3 5 .5 2 2 0 7 +0 0 -L - R T E L E V . = 2 ,7 6 9 .6 6 1 2 .2 6 % 1 0 .5 8 % 2 0 6 +6 2 -L - R T E L E V . = 2 ,7 6 5 .0 0 2 0 7 +5 0 -L - R T E L E V . = 2 ,7 7 4 .9 5 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+00 235+00 236+00 237+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 2770 2780 2790 2800 2810 2820 2830 2840 2850 2860 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+00 247+00 248+00 249+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 2700 2710 2720 2730 2740 2750 2760 2770 2780 2790 - L - 56 R3101 24" RCP DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 6 .d g n $$$$U S E R N A M E $$$$ 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 PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 22-4 2809.63 14.84 100 2809.45 13.31 2809.20 11.0 50 8.13 15" 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 22-5 2796.66 4.85 100 2796.38 3.63 2796.24 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 ’ 2 3 9 +5 0 -L - R T 2 3 9 +6 0 -L - R T 2 4 0 +0 0 -L - R T 2 4 0 +5 0 -L - R T E L E V . = 2 7 6 4 .0 0 E L E V . = 2 7 6 2 .1 7 E L E V . = 2 7 6 3 .9 9 E L E V . = 2 7 6 2 .7 8 4 . 5 5 % 2 3 .9 5 % 1 8 .3 0 % 2 .4 2 % 3 .8 2 % 2 3 9 +1 0 -L - R T E L E V . = 2 7 7 3 .5 8 2 4 1 +0 0 -L - R T E L E V . = 2 7 6 0 .8 7 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+00 259+00 260+00 261+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 2640 2650 2660 2670 2680 2690 2700 2710 2720 2730 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+00 271+00 272+00 273+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 2630 2640 2650 2660 2670 2680 2690 2700 2710 2720 - L - 57 R3101 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 7 .d g n $$$$U S E R N A M E $$$$ -L- Sta. 259+32.92 179.62’ LT N 988012. E 1403873.BM-11 ELEVATION = 2667.61’ 2 7 3 + 0 0 2 7 4 + 0 0 2 7 5 + 0 0 2 7 6 + 0 0 2 7 7 + 0 0 2 7 8 + 0 0 2 7 9 + 0 0 2 8 0 + 0 0 2 8 1 + 0 0 282+00 283+00 284+00 285+00 2 6 6 0 2 6 7 0 2 6 8 0 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2660 2670 2680 2690 2700 2710 2720 2730 2740 2750 2 8 5 + 0 0 2 8 6 + 0 0 2 8 7 + 0 0 2 8 8 + 0 0 2 8 9 + 0 0 2 9 0 + 0 0 2 9 1 + 0 0 2 9 2 + 0 0 2 9 3 + 0 0 294+00 295+00 296+00 297+00 2 6 9 0 2 7 0 0 2 7 1 0 2 7 2 0 2 7 3 0 2 7 4 0 2 7 5 0 2 7 6 0 2 7 7 0 2 7 8 0 2690 2700 2710 2720 2730 2740 2750 2760 2770 2780 - L - 58 R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 8 .d g n $$$$U S E R N A M E $$$$ 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 26-7 2715.28 17.09 500 2711.62 3.63 2711.50 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 27-7 2754.51 6.26 100 2754.43 5.81 2754.27 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 ’ 2 9 1 +5 0 -L - R T E L E V . = 2 7 3 5 .5 0 1 4 .0 6 % 2 9 1 +3 5 -L - R T E L E V . = 2 7 3 4 .5 0 2 9 1 +5 0 -L - R T E L E V . = 2 7 4 2 .5 3 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+00 307+00 308+00 309+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 2720 2730 2740 2750 2760 2770 2780 2790 2800 2810 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+00 319+00 320+00 321+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 2710 2720 2730 2740 2750 2760 2770 2780 2790 2800 - L - 59 R3101 3 0 " C M P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 5 9 .d g n $$$$U S E R N A M E $$$$ 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 15.13 100 2749.25 15.13 2748.96 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+00 331+00 332+00 333+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 2670 2680 2690 2700 2710 2720 2730 2740 2750 2760 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+00 343+00 344+00 345+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 2640 2650 2660 2670 2680 2690 2700 2710 2720 2730 - L - 60 R3101 3 0 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 6 0 .d g n $$$$U S E R N A M E $$$$ 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" 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 30-9 2701.32 103.61 500 2697.13 35.09 2696.83 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 31-9 2764.28 57.04 500 2763.24 43.56 2762.76 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 ’ 3 2 2 +0 0 -L - R T 3 3 2 +0 0 -L - R T 3 3 2 +5 0 -L - R T 3 3 3 +0 0 -L - R T 3 3 5 +0 0 -L - R T 3 4 4 +0 0 -L - R T 3 4 4 +5 0 -L - R T E L E V . = 2 7 3 2 .8 8 E L E V . = 2 6 9 9 .4 1 E L E V . = 2 6 9 5 .8 1 E L E V . = 2 6 9 6 .7 1 E L E V . = 2 6 9 2 .3 1 E L E V . = 2 6 7 3 .5 1 E L E V . = 2 6 7 2 .2 2 1 .8 0 %1 .8 0 %0.14% 4 .9 8 % 2 .9 6 % 7 .5 4 %7 .2 0 % 5 .6 2 % 5 .6 0 % 3 .5 1 %2 .5 9 % 3 2 1 +5 0 -L - R T E L E V . = 2 7 3 5 .3 7 3 2 2 +5 0 -L - R T E L E V . = 2 7 3 1 .4 0 3 3 1 +5 0 -L - R T E L E V . = 2 7 0 3 .1 8 3 3 3 +0 0 -L - R T E L E V . = 2 6 9 7 .6 1 3 3 4 +5 0 -L - R T E L E V . = 2 6 9 5 .1 2 3 3 5 +2 0 -L - R T E L E V . = 2 6 9 1 .1 9 E L E V . = 2 6 7 5 .2 7 3 4 3 +5 0 -L - R T E L E V . = 2 6 7 2 .2 9 3 4 5 +0 0 -L - R T 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+00 355+00 356+00 357+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 2610 2620 2630 2640 2650 2660 2670 2680 2690 2700 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+00 367+00 368+00 369+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 2590 2600 2610 2620 2630 2640 2650 2660 2670 2680 - L - 61 R3101 3 0 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 6 1 .d g n $$$$U S E R N A M E $$$$ 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 12.08 100 2654.43 11.19 2653.93 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 33-7 2632.79 38.81 500 2631.07 21.28 2630.78 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 ’ 3 6 4 +0 0 -L - R T E L E V . = 2 6 3 3 .0 1 7 . 0 5 % 3 . 2 2 % 3 6 3 +8 0 -L - R T E L E V . = 2 6 3 1 .6 0 3 6 4 +5 0 -L - R T E L E V . = 2 6 3 4 .6 2 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+00 379+00 380+00 381+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 2580 2590 2600 2610 2620 2630 2640 2650 2660 2670 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+00 391+00 392+00 393+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 2560 2570 2580 2590 2600 2610 2620 2630 2640 2650 - L - 62 R3101 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 CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 6 2 .d g n $$$$U S E R N A M E $$$$ 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 ,5 9 6 .3 7 PI = 392+50.00 EL = 2,596.41’(+)0.0800%(+)0 .3 0 0 0 %VC = 36’ 6 .3 6 % 3 8 8 +5 0 -L - R T E L E V . = 2 5 9 3 .2 7 3 8 9 +5 0 -L - R T E L E V . = 2 5 9 0 .0 9 E L E V . = 2 6 2 8 .4 4 3 7 2 +0 0 -L - R T E L E V . = 2 6 2 4 .7 5 3 7 2 +5 0 -L - R T 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+00 403+00 404+00 405+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 2550 2560 2570 2580 2590 2600 2610 2620 2630 2640 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+00 415+00 416+00 417+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 2560 2570 2580 2590 2600 2610 2620 2630 2640 2650 - L - 63 R3101 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 6 3 .d g n $$$$U S E R N A M E $$$$ 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" RCP 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 = AC PIPE 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’ LT N 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 ,5 9 6 .5 0 E L E V . = 2 6 0 3 .5 4 1 4 +5 0 -L - L T E L E V . = 2 6 0 7 .4 4 1 5 +5 0 -L - L T 3.9%3.9%6 .3 0 %6 .3 0 %E L E V . = 2 ,6 1 1 .9 5 4 1 6 +2 0 -L - L T E L E V . = 2 ,6 1 3 .8 4 4 1 6 +5 0 -L - L T E L E V . = 2 ,6 1 6 .9 9 4 1 7 +0 0 -L - L T E L E V . = 2 ,5 9 2 .5 8 4 0 6 +5 0 -L - R T E L E V . = 2 ,5 9 3 .0 7 4 0 7 +0 0 -L - R T 0 . 9 8 % 0 . 9 6 % E L E V . = 2 ,5 9 3 .5 5 4 0 7 +5 0 -L - R T 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+00 427+00 428+00 429+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 2610 2620 2630 2640 2650 2660 2670 2680 2690 2700 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+00 439+00 440+00 441+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 2640 2650 2660 2670 2680 2690 2700 2710 2720 2730 - L - 64 R3101 1 8 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 6 4 .d g n $$$$U S E R N A M E $$$$ 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 38-6 2688.98 28.24 500 2685.52 4.72 2685.41 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 39-2 2689.0 55 500 2688.1 24 2687.9 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%4 2 7 +2 0 -L - L T 4 2 8 +0 0 -L - L T 4 2 8 +5 0 -L - L T 4 2 6 +5 0 -L - R T 4 2 7 +0 0 -L - R T E L E V . = 2 7 1 1 .4 5 4 3 3 +5 0 -L - R T E L E V . = 2 7 0 9 .1 1 4 3 4 +0 0 -L - R T E L E V . = 2 7 0 6 .7 4 3 4 +7 1 -L - R T E L E V . = 2 6 8 8 .0 5 4 3 7 +0 0 -L - R T E L E V . = 2 6 8 5 .7 6 4 3 7 +5 0 -L - R T E L E V . = 2 6 8 5 .5 5 4 3 8 +1 9 -L - R T E L E V . = 2 6 8 3 .5 0 E L E V . = 2 6 8 9 .8 1 E L E V . = 2 6 9 5 .8 1 E L E V . = 2 6 7 7 .0 2 E L E V . = 2 6 8 1 .6 9 1 2 .1 2 % 1 .9 7 %1 1 .4 3 %5 .1 7 %1 1 .0 0 %1 2 .0 0 %E L E V . = 2 6 7 6 .5 0 4 2 6 +4 0 -L - R T E L E V . = 2 6 9 2 .0 6 4 2 7 +5 0 -L - R T 2 0 .7 4 %9 .3 5 %E L E V . = 2 6 8 4 .0 9 4 2 7 +5 0 -L - L T E L E V . = 2 7 0 1 .3 1 4 2 9 +0 0 -L - L T E L E V . = 2 6 6 0 .7 7 4 2 4 +0 0 -L - L T E L E V . = 2 6 6 6 .8 3 4 2 4 +5 0 -L - L T 9 .7 0 %4 2 7 +0 0 -L - L T E L E V . = 2 ,6 8 5 .4 4 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+00 451+00 452+00 453+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 2660 2670 2680 2690 2700 2710 2720 2730 2740 2750 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+00 463+00 464+00 465+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 2700 2710 2720 2730 2740 2750 2760 2770 2780 2790 - L - 65 R3101 2 4 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 6 5 .d g n $$$$U S E R N A M E $$$$ 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 10 100 2747.9 9 2747.8 8 50 3.0 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 = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 41-6 2745.6 500 2742.8 6.8 2742.6 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 % E L E V . = 2 7 5 0 .2 1 4 5 9 +5 0 -L - R T E L E V . = 2 7 4 6 .1 3 4 6 2 +0 0 -L - R T E L E V . = 2 7 4 1 .2 0 4 6 3 +5 0 -L - R T E L E V . = 2 7 1 7 .0 5 4 4 8 +5 0 -L - R T E L E V . = 2 7 0 8 .4 3 4 4 7 +5 0 -L - R T E L E V . = 2 6 9 0 .0 2 4 4 5 +4 5 -L - R T E L E V . = 2 7 3 0 .7 5 4 5 0 +0 0 -L - L T E L E V . = 2 7 2 9 .1 1 4 5 0 +0 0 -L - R T E L E V . = 2 7 1 8 .2 2 4 4 8 +8 0 -L - R T E L E V . = 2 7 1 9 .0 0 4 4 9 +0 0 -L - R T E L E V . = 2 7 1 9 .9 0 4 4 8 +9 1 -L - L T E L E V . = 2 7 2 0 .3 0 4 4 9 +0 0 1 -L - L T E L E V . = 2 7 4 6 .2 0 4 6 0 +5 0 -L - R T E L E V . = 2 7 4 7 .9 3 4 6 1 +0 0 -L - R T E L E V . = 2 7 4 9 .2 0 4 6 0 +0 0 -L - R T E L E V . = 2 7 4 3 .5 0 4 6 3 +0 0 -L - R T 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+00 475+00 476+00 477+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 2720 2730 2740 2750 2760 2770 2780 2790 2800 2810 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+00 487+00 488+00 489+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 2790 2800 2810 2820 2830 2840 2850 2860 2870 2880 - L - 66 R3101 7 2 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 6 6 .d g n $$$$U S E R N A M E $$$$ 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 % E L E V . = 2 7 3 0 .0 4 6 8 +3 0 -L - R T E L E V . 2 7 3 1 .1 6 4 6 7 +5 0 -L - R T E L E V . = 2 7 3 4 .7 4 6 6 +5 0 -L - R T E L E V . = 2 7 3 9 .8 8 4 6 5 +5 0 -L - R T E L E V . = 2 7 3 1 .2 4 6 8 +7 6 -L - R T E L E V . = 2 7 3 3 .0 4 6 9 +0 0 -L - R T E L E V . = 2 7 3 4 .5 4 6 9 +5 0 -L - R T 4 7 3 +5 0 -L - R T E L E V . = 2 7 6 4 .8 7 4 7 6 +0 0 -L - R T E L E V . = 2 7 8 0 .7 2 4 7 7 +0 0 -L - R T E L E V . = 2 7 8 9 .1 4 4 7 7 +0 0 -L - R T E L E V . = 2 7 8 9 .1 4 4 7 8 +0 0 -L - R T E L E V . = 2 7 9 7 .5 6 4 7 9 +0 0 -L - R T E L E V . = 2 8 0 1 .4 4 8 0 +0 0 -L - R T E L E V . = 2 8 1 0 .6 4 8 1 +0 0 -L - R T E L E V . = 2 8 2 3 .4 2 4 8 3 +5 0 -L - R T E L E V . = 2 8 4 5 .9 2 4 7 6 +5 0 -L - L T E L E V . = 2 7 8 5 .5 7 4 7 7 +0 0 -L - L T E L E V . = 2 7 8 9 .9 3 E L E V . = 2 7 7 3 .9 5 4 7 4 +5 0 -L - L T E L E V . = 2 7 7 8 .9 5 4 7 5 +5 0 -L - L T E L E V . = 2 7 8 2 .1 5 4 7 6 +0 0 -L - L T 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+00 499+00 500+00 501+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 2840 2850 2860 2870 2880 2890 2900 2910 2920 2930 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+00 511+00 512+00 513+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 2870 2880 2890 2900 2910 2920 2930 2940 2950 2960 - L - 67 R3101 3 0 " R C P DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 6 7 .d g n $$$$U S E R N A M E $$$$ 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 2938.9 500 2937.6 11.8 2937.5 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% E L E V . = 2 8 8 7 .7 2 4 9 1 +3 4 -L - R T E L E V . = 2 8 9 0 .8 3 4 9 3 +0 0 -L - R T E L E V . = 2 8 8 6 .3 5 0 3 +2 7 -L - R T E L E V . = 2 8 8 9 .8 8 5 0 4 +0 0 -L - R T E L E V . = 2 9 0 6 .2 4 5 0 6 +0 0 -L - R T E L E V . = 2 8 8 9 .2 4 4 9 0 +5 0 -L - R T E L E V . = 2 8 8 9 .1 0 4 9 1 +0 0 -L - R T 4 9 7 +0 0 -L - L T E L E V . = 2 8 8 6 .4 0 4 9 8 +5 0 -L - L T E L E V . = 2 8 8 6 .8 5 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 2900 2910 2920 2930 2940 2950 2960 2970 2980 2990 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _p f l _l _s h e e t 6 8 .d g n $$$$U S E R N A M E $$$$ - L - 68 R3101 1 0 1 1 1 2 1 3 2 , 9 5 0 2 , 9 6 0 2 , 9 7 0 2 , 9 8 0 1 0 1 1 1 2 1 3 14 15 16 2 , 9 5 0 2 , 9 6 0 2 , 9 7 0 2 , 9 8 0 2 , 9 9 0 1 0 1 1 1 2 2 , 9 5 0 2 , 9 6 0 2 , 9 7 0 2 , 9 8 0 2 , 9 5 0 2 , 9 6 0 2 , 9 7 0 2 , 9 8 0 2 , 9 8 0 2 , 9 7 0 2 , 9 6 0 2 , 9 5 0 1 0 1 1 2 , 8 5 0 2 , 8 6 0 2 , 8 7 0 2 , 8 8 0 2 ,8 7 2 .8 2 P I = 1 0 + 5 0 . 0 0 E L = 2 , 8 7 3 . 5 3 ’ ( + ) 1 . 4 2 2 7 % (-)1 3 .1 6 9 9 % P I = 1 1 + 3 3 . 4 0 E L = 2 , 8 6 2 . 5 5 ’ P I = 1 1 + 4 8 . 4 0 E L = 2 , 8 6 3 . 4 7 ’ ( + ) 6 . 1 1 6 8 % 2 ,8 6 4 .3 3 1 0 11 12 13 14 15 2 , 8 1 0 2 , 8 2 0 2 , 8 3 0 2 , 8 4 0 2 , 8 5 0 2 , 8 6 0 2 ,8 3 6 .7 1 PI = 13+90.00 EL = 2,832.79’(-)4 .3 5 4 1 %VC = 100’PI = 14+70.22 EL = 2,820.76’(-)1 5 .0 0 0 0 %(+)1 .3 2 0 0 %PI = 14+87.44 EL = 2,820.99’(+)0 .4 1 0 6 %2 ,8 2 1 .0 5 2 , 8 5 0 2 , 8 6 0 2 , 8 7 0 2 , 8 8 0 2,810 2,820 2,830 2,840 2,850 2,860 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _p f l _y 1 _t o _y 5 _s h e e t 6 9 .d g n $$$$U S E R N A M E $$$$ 2,950 2,960 2,970 2,980 2,990 D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 7 - 2 2 8 6 5 . 0 0 1 1 . 8 5 5 0 0 2 8 6 1 . 2 5 3 . 6 3 28 6 1 . 1 2 3 . 0 5 0 1 . 3 5 1 8 " R C P - Y 1 - - Y 2 - - Y 3 - - Y 4 - -Y5- R3101 69 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _p f l _y 6 _t o _y 1 0 _s h e e t 7 0 .d g n $$$$U S E R N A M E $$$$ 1 0 1 1 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 P I = 1 0 + 1 4 . 4 5 E L = 2 , 7 5 9 . 5 5 ’ ( - ) 0 .2 7 6 8 % 2 ,7 5 9 .5 9 P I = 1 0 + 2 9 . 4 5 E L = 2 , 7 5 9 . 5 1 ’ (- ) 0 .2 7 6 8 %( + ) 5 . 9 3 8 8 % P I = 1 1 + 0 0 . 0 0 E L = 2 , 7 6 3 . 7 0 ’ ( + ) 2 . 2 6 4 8 %2 ,7 6 4 .3 0 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 1 0 1 1 1 2 1 3 1 4 1 5 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 3 0 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2,700 2,710 2,720 2,730 2,740 2,750 2,760 - Y 7 - - Y 6 - - Y 8 - 1 0 1 1 1 2 1 3 1 4 1 5 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 1 0 1 1 12 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 3 0 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2,700 2,710 2,720 2,730 2,740 2,750 2,760 - Y 9 - -Y10-10 11 12 2,660 2,670 2,680 2,690 2,660 2,670 2,680 2,690 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 1 2 - 1 2 7 5 8 . 9 5 6 . 2 7 5 0 0 2 7 5 8 . 5 1 3 . 6 3 2 7 5 8 . 3 9 3 . 0 5 0 0 . 4 7 R3101 70 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _p f l _y 1 1 _t o _y 1 4 _s h e e t 7 1 .d g n $$$$U S E R N A M E $$$$ 1 0 1 1 1 2 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 2 ,7 5 6 .0 0 P I = 1 0 + 5 0 . 0 0 E L = 2 , 7 5 4 . 1 0 ’ (- )3 .7 8 9 7 % ( + ) 1 . 0 8 4 0 % P I = 1 1 + 0 0 . 0 0 E L = 2 , 7 5 4 . 6 5 ’ ( + ) 6 . 0 0 0 0 % P I = 1 2 + 0 8 . 6 2 E L = 2 , 7 6 1 . 1 6 ’ ( + ) 0 . 0 6 4 3 % P I = 1 2 + 1 8 . 6 2 E L = 2 , 7 6 1 . 1 7 ’ 2 ,7 6 1 .2 6 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 - Y 1 1 - - Y 1 2 R E V - 1 0 1 1 1 2 1 3 1 4 15 2 , 8 0 0 2 , 8 1 0 2 , 8 2 0 2 , 8 3 0 2 , 8 4 0 2 , 8 5 0 2 ,8 2 8 .9 4 P I = 1 3 + 5 0 . 0 0 E L = 2 , 8 3 6 . 2 8 ’ ( + ) 7 . 3 4 0 1 % P I = 1 4 + 7 1 . 2 2 E L = 2 , 8 4 7 . 1 9 ’ ( +)9 .0 0 0 0 % P I = 1 4 + 9 1 . 2 2 E L = 2 , 8 4 7 . 6 3 ’ ( +)2 .2 1 6 6 %2 ,8 4 7 .9 8 2,800 2,810 2,820 2,830 2,840 2,850 1 0 1 1 1 2 1 3 1 4 1 5 2 , 8 4 0 2 , 8 5 0 2 , 8 6 0 2 , 8 7 0 2 , 8 8 0 2 , 8 9 0 P I = 1 0 + 2 0 . 0 0 E L = 2 , 8 5 5 . 9 3 ’ 2 ,8 5 6 .2 8 P I = 1 0 + 3 5 . 0 0 E L = 2 , 8 5 5 . 6 7 ’ (- )1 .7 5 0 0 % P I = 1 1 + 2 5 . 0 0 E L = 2 , 8 6 8 . 7 6 ’ (+)1 4 .5 4 3 1 % (+)1 1 .4 7 9 7 % 2 ,8 7 3 .3 5 2 , 8 4 0 2 , 8 5 0 2 , 8 6 0 2 , 8 7 0 2 , 8 8 0 1 0 1 1 12 2 , 8 4 0 2 , 8 5 0 2 , 8 6 0 2,840 2,850 2,860 - Y 1 3 - - Y 1 4 - 1 8 " R C P D R A I N A G E A R E A D E S I G N F R E Q U E N C Y D E S I G N D I S C H A R G E D E S I G N H W E L E V A T I O N 1 0 0 Y E A R D I S C H A R G E 1 0 0 Y E A R H W E L E V A T I O N O V E R T O P P I N G F R E Q U E N C Y O V E R T O P P I N G D I S C H A R G E O V E R T O P P I N G E L E V A T I O N = F T = C F S = Y R S = F T = C F S = F T = C F S = Y R S = A C P I P E H Y D R A U L I C D A T A D R A I N A G E S T R U C T U R E N O . 2 0 - 4 2 7 5 3 . 5 6 1 3 . 6 7 1 0 0 2 7 5 3 . 5 6 1 3 . 6 7 2 7 5 2 . 8 0 1 1 . 3 5 0 1 0 . 7 5 R3101 71 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _p f l _y 1 5 _t o _y 2 0 _s h e e t 7 2 .d g n $$$$U S E R N A M E $$$$ 1 0 1 1 1 2 1 3 1 4 1 5 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 3 0 2 , 7 4 0 2 , 7 0 0 2 , 7 1 0 2 , 7 2 0 2 , 7 3 0 2 , 7 4 0 1 0 1 1 1 2 2 , 7 5 0 2 , 7 6 0 2 , 7 7 0 2 , 7 8 0 2 , 7 9 0 2 , 8 0 0 2,750 2,760 2,770 2,780 2,790 2,800 10 11 12 2,620 2,630 2,640 2,650 2,660 PI = 10+20.21 EL = 2,630.26’2 ,6 3 0 .8 1 PI = 10+35.21 EL = 2,629.86’(-)2 .7 0 6 1 %PI = 11+50.00 EL = 2,643.09’(+)1 1 .5 3 1 7 %(+)8 .1 1 6 6 %VC = 100’2 ,6 4 7 .1 5 2,620 2,630 2,640 2,650 2,660 1 0 1 1 1 2 1 3 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 2 , 6 3 0 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 2 , 6 3 0 1 0 1 1 1 2 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 2 ,6 0 1 .3 8 P I = 1 0 + 4 0 . 0 0 E L = 2 , 6 0 1 . 5 0 ’ ( + ) 0 . 4 7 3 1 % P I = 1 1 + 5 0 . 0 0 E L = 2 , 6 0 5 . 0 0 ’ ( + ) 3 . 1 8 1 8 % (- )2 .6 6 6 6 % V C = 1 1 0 ’ 2 ,6 0 3 .2 7 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 1 0 11 12 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 2,590 2,600 2,610 2,620 18" RCP DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION = FT = CFS = YRS = FT = CFS = FT = CFS = YRS = AC PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 36-1 2595.23 6.23 500 2594.79 3.63 2594.67 3.0 50 0.77 72 R-3101 - Y 1 5 - - Y 1 6 - -Y17- - Y 1 8 - - Y 1 9 R E V - -Y20- DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /2 8 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 1 9 -J U L -2 0 1 3 1 2 :4 6 R :\R 3 1 0 1 \D e s i g n \r 3 1 0 1 _d d c _p f l _y 2 1 _t o _y 2 7 _s h e e t 7 3 .d g n $$$$U S E R N A M E $$$$ 1 0 1 1 1 2 2 , 5 7 0 2 , 5 8 0 2 , 5 9 0 2 , 6 0 0 - Y 2 1 - 2 , 5 7 0 2 , 5 8 0 2 , 5 9 0 2 , 6 0 0 1 0 1 1 1 2 1 3 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 2 , 5 9 0 2 , 6 0 0 2 , 6 1 0 2 , 6 2 0 - Y 2 2 - 10 11 12 13 2,700 2,710 2,720 2,730 2,740 2,700 2,710 2,720 2,730 2,740 -Y23- 1 0 1 1 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 2 , 7 4 0 2 , 7 5 0 2 , 7 6 0 - Y 2 4 - 1 0 1 1 2 , 7 3 0 2 , 7 4 0 2 , 7 5 0 2 , 7 3 0 2 , 7 4 0 2 , 7 5 0 - Y 2 5 - 1 0 1 1 1 2 13 2 , 8 8 0 2 , 8 9 0 2 , 9 0 0 - Y 2 6 - 2,880 2,890 2,900 10 11 12 2,870 2,880 2,890 2,900 2,870 2,880 2,890 2,900 -Y27- 2 ,5 9 5 .7 7 P I = 1 0 + 7 5 . 0 0 E L = 2 , 5 9 4 . 5 0 ’ (- )2 .0 7 8 7 % (- )6 .0 0 0 0 % V C = 7 8 ’ P I = 1 1 + 5 0 . 0 0 E L = 2 , 5 9 0 . 0 0 ’ (- )4 .0 6 1 3 % 2 ,5 8 7 .9 7 73 R3101 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 0 -1 3 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 8 5 0 2850 2 7 8 0 2780 6 8 + 0 0 . 0 0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 8 0 2780 6 8 + 5 0 . 0 0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 8 0 2780 6 9 + 0 0 . 0 0 X-49 R-3101 - L - 5 10 2 7 9 0 . 6 0 2 :1 2 7 9 0 . 2 2 2 :1 2 7 9 0 . 0 6 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 0 -1 3 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 8 0 2780 6 9 + 5 0 . 0 0 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 7 7 0 2770 7 0 + 0 0 . 0 0 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 7 7 0 2770 7 0 + 5 0 . 0 0 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 7 7 0 2770 7 1 + 0 0 . 0 0 X-50 R-3101 - L - 5 10 2 7 8 9 . 9 0 2 :1 2 7 8 9 . 8 5 2 :1 D R I V E T I E 2 7 8 9 . 8 1 2 :1 2 7 8 9 . 8 6 4 : 1 2 :1 W I N G W A L L P R O P . B R I D G E 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 0 -1 3 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 7 5 0 2750 9 6 + 5 0 . 0 0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 7 5 0 2750 9 7 + 0 0 . 0 0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 5 0 2750 9 7 + 5 0 . 0 0 X-70 R-3101 - L - 5 10 2 :1 2 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 0 -1 3 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 5 0 2750 9 8 + 0 0 . 0 0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 5 0 2750 9 8 + 5 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 4 0 2740 9 9 + 0 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 4 0 2740 9 9 + 5 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 4 0 2740 1 0 0 + 0 0 . 0 0 X-71 R-3101 - L - 5 10 2 :1 2 :1 2 :1 2 :1 2 :1 V A R . 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 0 -1 3 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 1 0 2710 1 3 1 + 0 0 . 0 0 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 1 0 2710 1 3 1 + 5 0 . 0 0 X-102 R-3101 - L - 5 10 2 7 2 2 . 7 5 2 :1 2 7 1 9 . 8 9 1 4 :1 2 :1 2 7 2 1 . 4 7 2 :1 2 7 1 8 . 6 6 4 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 0 -1 3 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 1 0 2710 1 3 2 + 0 0 . 0 0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 0 0 2700 1 3 2 + 5 0 . 0 0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 0 0 2700 1 3 3 + 0 0 . 0 0 X-103 R-3101 - L - 5 10 2 7 2 0 . 3 5 2 :1 2 7 1 7 . 2 9 0 4 :1 2 :1 2 7 1 9 . 3 3 2 :1 2 7 1 5 . 9 0 9 4 :1 2 :1 2 7 1 8 . 2 9 2 :1 2 7 1 4 . 6 1 1 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 0 -1 3 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 0 0 2700 1 3 4 + 5 0 . 0 0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 0 0 2700 1 3 5 + 0 0 . 0 0 X-105 R-3101 - L - 5 10 2 7 1 4 . 9 3 4 : 1 2 7 1 1 . 5 1 0 4 :1 2 :1 2 7 1 3 . 8 8 2 :1 2 7 1 0 . 5 8 4 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 0 -1 3 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 0 0 2700 1 3 5 + 5 0 . 0 0 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 0 0 2700 1 3 6 + 0 0 . 0 0 X-106 R-3101 - L - 5 10 2 7 1 2 . 8 6 2 :1 2 7 0 9 . 8 0 6 4 :1 2 :1 2 7 1 1 . 9 0 2 :1 2 7 0 9 . 2 7 8 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 4 0 -2 5 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 6 9 0 2690 1 4 3 + 0 0 . 0 0 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 6 9 0 2690 1 4 3 + 5 0 . 0 0 X-113 R-3101 - L - 5 10 2 7 0 7 . 8 0 2 :1 2 7 0 6 . 9 5 9 4 :1 2 :1 D R I V E T I E 2 7 0 7 . 0 5 2 :1 2 7 0 5 . 9 7 3 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 4 0 -2 5 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 6 9 0 2690 1 4 4 + 0 0 . 0 0 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 6 9 0 2690 1 4 4 + 5 0 . 0 0 X-114 R-3101 - L - 5 10 2 7 0 6 . 3 4 2 :1 2 7 0 4 . 9 0 8 4 :1 2 :1 2 7 0 5 . 5 4 2 :1 2 7 0 4 . 2 1 3 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 4 0 -2 5 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 8 5 0 2850 2 8 6 0 2860 2 8 0 0 2800 2 3 4 + 0 0 . 0 0 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 8 5 0 2850 2 8 0 0 2800 2 3 4 + 5 0 . 0 0 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 8 0 0 2800 2 3 5 + 0 0 . 0 0 X-193 R-3101 - L - 5 10 2 8 1 3 . 2 5 4 :1 2 :1 2 8 0 8 . 8 8 4 :1 2 :1 2 8 0 5 . 0 4 4 :1 1 .5 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _1 4 0 -2 5 9 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 8 4 0 2840 2 7 9 0 2790 2 3 5 + 5 0 . 0 0 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 7 8 0 2780 2 3 6 + 0 0 . 0 0 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 7 0 2770 2 3 6 + 5 0 . 0 0 X-194 R-3101 - L - 5 10 2 8 0 1 . 2 3 4 :1 2 :1 2 7 9 7 . 0 7 4 :1 2 :1 2 7 9 3 . 4 3 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _2 6 0 -3 9 4 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 1 0 2710 2 9 0 + 0 0 . 0 0 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 2 0 2720 2 9 0 + 5 0 . 0 0 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 2 0 2720 2 9 1 + 0 0 . 0 0 X-232 R-3101 - L - 5 10 2 7 3 5 . 5 6 2 :1 2 7 3 3 . 7 7 2 4 :1 2 :1 2 7 3 7 . 1 4 2 :1 2 7 3 5 . 2 4 2 4 :1 2 :1 2 7 3 9 . 0 8 2 :1 2 7 3 7 . 5 6 5 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _2 6 0 -3 9 4 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 2 0 2720 2 9 1 + 5 0 . 0 0 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 2 0 2720 2 9 2 + 0 0 . 0 0 X-233 R-3101 - L - 5 10 2 7 4 1 . 5 0 2 :1 4 :1 2 :1 2735.50 2 7 4 4 . 1 7 2 :1 2 7 4 2 . 5 3 3 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 8 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _2 6 0 -3 9 4 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 7 4 0 2740 2 9 7 + 0 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 7 4 0 2740 2 9 7 + 5 0 . 0 0 X-238 R-3101 - L - 5 10 2 7 6 2 . 1 7 2 :1 2 7 6 0 . 2 4 7 4 :1 2 :1 2 7 6 2 . 3 7 2 :1 2 7 6 0 . 2 5 2 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 9 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _2 6 0 -3 9 4 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 7 4 0 2740 2 9 8 + 0 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 4 0 2740 2 9 8 + 5 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 7 4 0 2740 2 9 9 + 0 0 . 0 0 X-239 R-3101 - L - 5 10 2 7 6 2 . 5 3 2 :1 2 7 6 0 . 3 7 6 4 :1 2 :1 2 7 6 2 . 7 8 2 :1 2 7 6 0 . 7 3 0 4 :1 2 :1 2 7 6 3 . 0 4 2 :1 4 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 9 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _2 6 0 -3 9 4 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 7 4 0 2740 2 9 9 + 5 0 . 0 0 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 7 4 0 2740 3 0 0 + 0 0 . 0 0 X-240 R-3101 - L - 5 10 2 7 6 3 . 4 2 2 7 6 1 . 2 1 1 4 :1 2 :1 2 :1 2 7 6 4 . 0 3 2 7 6 1 . 6 3 4 4 :1 2 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 9 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _2 6 0 -3 9 4 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 7 6 0 2760 3 1 2 + 5 0 . 0 0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 8 3 0 2830 2 7 5 0 2750 3 1 3 + 0 0 . 0 0 X-251 R-3101 - L - 5 10 2 7 7 0 . 9 0 2 :1 2 7 6 7 . 6 3 4 4 :1 2 :1 2 7 6 8 . 7 1 2 :1 2 7 6 5 . 8 2 7 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 9 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _2 6 0 -3 9 4 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 5 0 2750 3 1 3 + 5 0 . 0 0 2 7 6 0 2760 2 7 7 0 2770 2 7 8 0 2780 2 7 9 0 2790 2 8 0 0 2800 2 8 1 0 2810 2 8 2 0 2820 2 7 5 0 2750 3 1 4 + 0 0 . 0 0 X-252 R-3101 - L - 5 10 2 7 6 6 . 5 9 2 :1 2 7 6 3 . 6 9 4 4 :1 2 :1 2 7 6 4 . 3 9 2 :1 2 7 6 1 . 5 3 5 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 9 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _2 6 0 -3 9 4 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 6 9 0 2690 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 6 8 0 2680 3 3 5 + 0 0 . 0 0 2 6 9 0 2690 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 6 8 0 2680 3 3 5 + 5 0 . 0 0 2 6 9 0 2690 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 6 8 0 2680 3 3 6 + 0 0 . 0 0 X-270 R-3101 - L - 5 10 2 6 9 5 . 9 6 2 :1 2 :1 2 6 9 2 . 3 0 8 6 :1 2 6 9 4 . 7 7 2 :1 2 6 9 2 . 5 8 2 4 :1 2 :1 2 6 9 3 . 7 9 2 :1 2 6 9 1 . 8 0 6 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 9 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _2 6 0 -3 9 4 5 0 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 6 9 0 2690 2 7 0 0 2700 2 7 1 0 2710 2 7 2 0 2720 2 7 3 0 2730 2 7 4 0 2740 2 7 5 0 2750 2 7 6 0 2760 2 7 7 0 2770 2 6 8 0 2680 3 3 6 + 5 0 . 0 0 X-271 R-3101 - L - 5 10 2 6 9 2 . 7 9 2 :1 2 6 9 1 . 2 6 4 4 :1 2 :1 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 9 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _3 9 5 -5 2 1 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 8 7 0 2870 2 8 8 0 2880 2 8 9 0 2890 2 9 0 0 2900 2 9 1 0 2910 2 9 2 0 2920 2 9 3 0 2930 2 8 6 0 2860 5 0 1 + 0 0 . 0 0 2 8 7 0 2870 2 8 8 0 2880 2 8 9 0 2890 2 9 0 0 2900 2 9 1 0 2910 2 9 2 0 2920 2 9 3 0 2930 2 8 6 0 2860 5 0 1 + 5 0 . 0 0 X-394 R-3101 - L - 5 10 2 8 8 9 . 4 5 2 :1 2 :1 2 8 8 9 . 4 3 2 :1 2 8 8 6 . 8 6 4 4 :1 2 :1 D R I V E T I E 0 0 0 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 3 0 3 0 3 0 3 0 4 0 4 0 4 0 4 0 50 5 0 50 5 0 60 6 0 60 6 0 70 7 0 70 7 0 80 8 0 80 8 0 90 9 0 90 9 0 100 1 0 0 100 1 0 0 110 1 1 0 110 1 1 0 120 1 2 0 120 1 2 0 130 1 3 0 130 1 3 0 140 1 4 0 140 1 4 0 150 1 5 0 150 1 5 0 1 9 -J U L -2 0 1 3 1 3 :0 9 R :\R 3 1 0 1 \D e s i g n \R 3 1 0 1 _d d c _x p l _3 9 5 -5 2 1 .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 2 8 8 0 2880 2 8 9 0 2890 2 9 0 0 2900 2 9 1 0 2910 2 9 2 0 2920 2 9 3 0 2930 2 8 7 0 2870 5 0 2 + 0 0 . 0 0 2 8 8 0 2880 2 8 9 0 2890 2 9 0 0 2900 2 9 1 0 2910 2 9 2 0 2920 2 8 7 0 2870 5 0 2 + 5 0 . 0 0 2 8 8 0 2880 2 8 9 0 2890 2 9 0 0 2900 2 9 1 0 2910 2 9 2 0 2920 2 8 7 0 2870 5 0 3 + 0 0 . 0 0 X-395 R-3101 - L - 5 10 2 8 8 9 . 7 8 2 :1 2 8 8 7 . 0 6 9 4 :1 2 :1 2 8 9 0 . 4 7 2 8 8 7 . 8 0 2 4 :1 2 :1 2 :1 2 8 9 1 . 5 6 2 :1 2 8 8 9 . 0 0 0 4 :1 2 :1 BEGIN PROJECT END PROJECT - 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 4 5 6 7 8 9 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 26 27 28 29 3 0 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 N E S P E R M I T P L A N S 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 -3 1 0 1 R o n W i l k i n s , P . E . E r i c H a u g a a r d S H E E T N U M B E R I N G N O T E R E L O C A T I O N S T H A T C O N T A I N E N V I R O N M E N T A L I M P A C T S D U E T O U T I L I T Y W I T H R O A D W A Y P L A N S H E E T S . . . I N D E X L I S T S O N L Y S H E E T S P L A N S H E E T S H A V E B E E N N U M B E R E D T O C O R R E S P O N D P L A N D A T E : 0 8 - 2 0 - 2 0 1 2 U T I L I T Y S H E E T 1 O F 4 UC-31 W E T L A N D I M P A C T S I T E S U 1 , U 2 UC-45 W E T L A N D I M P A C T S I T E U 3 N VICINITY MAP (NO SCALE)T O E L K I N T O S P A R T A G R E E N H O U S E R O A D -Y 4 - S R 1 1 7 8 G R E E N H O U S E R O A D -Y 5 - S R 1 1 7 8 O L D G A R R O A D -Y 2 - S R 1 4 7 8 O K L A H O M A R O A D -Y 1 - S R 1 1 0 0 R O A R I N G G A P R O A D -Y 3 - S R 1 4 7 8 H O L L Y K N O L L R O A D -Y 6 - S R 1 5 1 2 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 I R E R O A D - Y 1 1 - S R 1 1 0 7 C H E R R Y L A N E -Y 1 4 -S R 1 1 0 6 G L A D E V A L L E Y R O A D -Y 1 7 -S R 1 4 4 4 D W I T T R O A D -Y 1 8 -S R 1 1 1 3 S H E R I F F R O A D -Y 2 1 -S R 1 4 2 2 M A C E D O N I A C H R D -Y 2 0 -S R 1 1 1 8 -Y 2 2 -O L D U S 2 1 O L D U S 2 1 -Y 2 5 -S R 1 1 1 9 A N D R E W S R I D G E R O A D -Y 2 3 -S R 1 4 2 9 -Y 1 --Y 2 --Y 2 --Y 3 --Y 5 - - Y 9 - - Y 1 0 - - Y 1 1 - -Y 1 4 - -Y 4 - -Y 6 - -Y 5 - -Y 7 - - Y 8 - -Y 1 2 R E V - -Y 1 3 - A P P R O X I M A T E A P P R O X I M A T E A P P R O X I M A T E 9 ’ G R C O N C C O N C C O N C S R 1 4 7 8 R O A R I N G G A P R O A D B S T BST B S T S R 1 1 0 0 O K L A H O M A R O A D B S T S R 1 4 7 8 O L D G A R R O A D B S T BST W .E . 2 7 5 9 .3 A P P R O X I M A T E W .E . 2 7 7 6 .1 A P P R O X I M A T E BST B S T 1 0 ’ B S T C O N C G R BST GR B S T B S T GR B S T CONC BST BST BST BST GR BST CONC O L D B E A U B L V D B S T C O U N T R Y C L U B R D B S T B S T G R B S T C O N C B S T BST U S 2 1 B S T B S T B S T G O L F C A R T P A T H B S T BS T GR W .E .= 2 8 0 6 .0 W .E .= 2 7 9 8 .5 BST S R 1 1 7 8 G R E E N H O U S E R O A D B S T CONC W .E . 2 7 6 1 .6 A P P R O X I M A T E W. E . 2 7 4 7 . 6 PO N D S O I L BS T GR S R 1 1 0 5 C A M P B U T L E R R O A D B S T S R 1 4 6 3 M O U N T A I N V I E W R O A D B S T SO I L GR G R G R U S 2 1 B S T A P P R O X B S T PO N D SO I L B S T U S 2 1 B S T B S T GR S R 1 1 0 6 C H E R R Y L A N E R O A D B S T B S T BS T S R 1 4 7 1 B R U S H C R E E K R O A D B S T BS T BS T GR B S T BS T S R 1 1 0 7 F O X F I R E R O A D B S T B S T B S T GR BS T B S T GR BS T GR BS T GR CO N C GR BS T B S T BS T P A R A D I S E L A N E G R BS T S R 1 1 0 6 C H E R R Y L A N E B S T GR GR B S T GR B S T B S T GR US 2 1 G R W E 2 7 7 6 .3 PO N D G R BS T P A BS T BS T G R GR A P P R O X U S 3 2 1 W E 2 8 0 7 .0 GR G R 8 ’ S O I L D R I V E B S T P A GR 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 W .E .= 2 8 7 1 .9 W .E .= 2 8 7 1 .9 B S T B S T D O E R U N 1 2 ’ B S T P I N E N E E D L E S T 1 2 ’ B S T U S 2 1 B S T B S T U S 2 1 B S T C O N C W .E .= 2 8 0 6 .0 S R 1 1 7 4 B S T 1 2 ’ G R 1 0 ’ B S T R E D B I R D L A N E B S T G R W . E . 2 7 5 0 . 9 W .E . 2 7 5 7 .4 B S T C O U N T R Y D O W N S A V E N U E B S T GR PO N D BS T H O L L Y K N O L L R O A D B S T B S T S R 1 5 1 2 H O L L Y K N O L L R O A D G R G R G R B S T L I T T L E B R I D G E L A N E B S T B S T GR S O I L GR B S T GR B S T GR BS T B S T B S T B S T BS T B S T G R BS T AP P R O X B S T B S T S O I L G R G R S R 1 4 6 4 S H A W T O W N R O A D B S T GR GR G R BS T B S T G R A P P R O X A P P R O X U S 3 2 1 BS T B L U E R I D G E P A R K W A Y B S T W E L L I N G T O N R O A D B S T GR S A V A N N A H L A N E G R -Y 1 9 R E V - -Y 2 0 - -Y 2 2 - -Y 2 3 - -Y 2 5 - -Y 2 4 - - Y 2 7 - -Y 2 6 - -Y 1 5 --Y 1 6 - -Y 1 7 - -Y 1 8 - -Y 2 1 - A P P R O X U S 2 1 S R 1 4 6 7 S T O K E R R O A D B S T SOIL GR BS T GR BST BST U S 2 1 B S T GR W E 2 6 1 8 .2 AP P R O X A P P R O X U S 2 1 2 2 ’ B S T C O N C BS T 8 ’ G R GR G R G R P A S R 1 4 2 9 A N D R E W S R I D G E R O A D 1 8 ’ B S T S R 1 4 2 2 1 2 ’ B S T S H E R I F F R O A D S R 1 4 2 2 S H E R I F F R O A D 1 2 ’ B S T GL A D E C R E E K S R 1 4 2 2 F O X R I D G E R O A D 1 8 ’ B S T 8 ’ G R 8’ G R GR G R GR GR GR G R S R 1 4 3 2 S H E R I F F R O A D 1 1 ’ B S T 1 5 ’ B S T GR S R 1 4 3 0 S H E R I F F R O A D 1 2 ’ B S T O L D U S 2 1 1 4 ’ B S T GR BS T G R G R C O N C B S T B S T B S T B S T B S T J O I N E S C O U R T L A N E B S T G R P A R K I N G G R P A R K I N G G R B S T 1 2 ’ B S T U S 2 1 3 4 ’ B S T U S 2 1 2 2 ’ B S T G R G R 1 0 ’ G R G R GR B S T GR C O N C BS T S R 1 4 2 6 C H E S T N U T G R O V E C H U R C H R O A D 2 5 ’ B S T S R 1 1 2 0 M A C E D O N I A C H U R C H R O A D 1 9 ’ B S T BS T D I R T P I L E BS T GR 8 ’ S O I L BS T C O N C GR BS T P A BS T P A GR P A BS T S R 1 1 1 9 N A R R O N R O A D 1 2 ’ B S T U S 2 1 2 2 ’ B S T S R 1 1 1 9 O L D U S 2 1 1 1 ’ B S T C O N C 8 ’ B S T 8 ’ B S T BS T B S T 7 ’ G R 8 ’ G R J O I N E S P A R K R O A D 1 9 ’ B S T S R 1 1 2 1 P I N E S W A M P R O A D 2 4 ’ B S T GR A P P R O X GR GR S R 1 1 1 1 P U L L T A I L R O A D B S T G R BST GR BST GR GR S O I L BST POND GR B S T BS T PA GR PA GR GR GR GR GR U S 2 1 B S T A R B O R L A N E S O I L U S 2 1 B S T US 21 BST B S T P A S R 1 4 4 4 G L A D E V A L L E Y R O A D B S T G R G R US 2 1 2 2 ’ B S T 8 ’ S O I L 9 ’ B S T 1 0 ’ G R O L D U S 2 1 1 2 ’ B S T S O I L 8 ’ G R G R GR G L A D E C R E E K G L A D E C R E E K G L A D E C R E E K G R 1 4 ’ G R G R 1 1 ’ G R G R P A G R P A G R P A 1 4 ’ G R BS T BS T 1 0 ’ B S T 1 4 ’ G R U S 2 1 B S T B S T B S T B S T C O N C 1 0 ’ S O I L B S T US 2 1 3 0 ’ B S T SO I L 1 9 ’ B S T BS T 8 ’ S O I L B S T B S T BS T 9 ’ S O I L 1 0 ’ G R BS T BS T B S T G R G R G R GR S O I L B S T 8 ’ G R P U L L T A I L R O A D -Y 1 5 -S R 1 1 1 1 S T O K E R R O A D -Y 1 6 -S R 1 4 6 7 C O U N T R Y C L U B R D L A N E R E D B I R D M O U N T A I N V I E W R O A D -Y 7 - S R 1 4 6 3 C H E R R Y L A N E R O A D - Y 9 - S R 1 1 0 6 F O X F I R E R O A D - Y 1 2 R E V - S R 1 1 0 7 S H E R I F F R O A D -Y 1 9 R E V -S R 1 4 3 2 J O I N E S P A R K R O A D P A R K W A Y B L U E R I D G E D O W N S A V E N U E -D 1 -C O U N T R Y 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 0 9 /0 8 /9 9 1 7 -J U L -2 0 1 3 1 0 :4 0 R :\U t i l i t i e s \R d y _U t \P r o j \N E U p e r m i t s t u f f \R -3 1 0 1 _N E U _t i t l e _s h e e t .d g n $$$$U S E R N A M E $$$$T I P P R O J E C T : U T I L I T I E S S E C T I O N E N G I N E E R U T I L I T I E S S Q U A D L E A D E R P R O J E C T E N G I N E E R U T I L I T I E S P R O J E C T D E S I G N E R R o g e r W o r t h i n g t o n , P . E . X X D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A S E A L 0 0 0 PROFILE (HORIZONTAL)GRAPHIC SCALES PLANS PROFILE (VERTICAL)0 0 0 S H E E T N O . U C - 1 S T A T E O F N O R T H C A R O L I N A D I V I S I O N O F H I G H W A Y S T . I . P . N O . 50 50 50 50 20 10 5 10 25 100 25 100 IN D E X O F S H E E T S SHEET NO. D E S C R I P T I O N UC-1 T I T L E S H E E T P R E P A R E D I N T H E O F F I C E O F : F A X ( 9 1 9 ) 2 5 0 - 4 1 5 1 P H O N E ( 9 1 9 ) 7 0 7 - 6 6 9 0 R A L E I G H N C 2 7 6 9 9 - 1 5 9 1 1 5 9 1 M A I L S E R V I C E S C E N T E R U T I L I T I E S U N I T D I V I S I O N O F H I G H W A Y S U T I L I T I E S E N G I N E E R I N G 1 7 -J U L -2 0 1 3 1 0 :4 0 R :\U t i l i t i e s \R d y _U t \P r o j \N E U p e r m i t s t u f f \R -3 1 0 1 N E U s h e e t U C -3 1 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 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 : 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 . U T I L I T Y S H E E T 2 O F 4 1 3 4 1 3 4 1 3 9 F F F 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 C F C F C F C F C F C F C F F F C F C C C C F F F B S T H W R O C K H W R O C K BST 3 9 5 3 9 9 3 9 8 M T L 3 9 7 U S 2 1 B S T G 2 4 "C M P H W R O C K T T T 2 4 " 1 8 " 1 8 " W / E L B O W S 1 8 " C S P 2 G I - B 2 G I - B 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 5 ’ 3 0 " C C F R P M 3 3 5 3 4 0 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 R O A D W A Y D E S I G N E N G I N E E R 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 FOR -L- PROFILE SEE SHEET 60 ALL DRIVEWAY RADII ARE 15’ UNLESS NOTED THE RADIUS ON -Y- LINES TIE ALL PAVED SHOULDERS AT THE END OF UNLESS NOTED OTHERWISE ALL R/W MONUMENTS HAVE A 30’ OFFSET U T I L I T Y C O N S T R U C T I O N U C - 3 1 R - 3 1 0 1 E W H E W H R B W R B W 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 : P L A N D A T E 0 8 - 2 0 - 2 0 1 2 " H A N D C L E A R I N G I N W E T L A N D S " I M P A C T A R E A = 3 S Q F T ( < 0 . 0 0 0 1 A C ) ( 1 5 ’ E A C H S I D E O F P O W E R L I N E ) H A N D C L E A R I N G I N S I D E E A S E M E N T C R O S S I N G T H R O U G H W E T L A N D W I T H P R O P O S E D O V E R H E A D P O W E R L I N E S T A 3 3 7 + 2 5 L T O S T A 3 3 7 + 3 0 L S I T E U 1 : " H A N D C L E A R I N G I N W E T L A N D S " I M P A C T A R E A = 6 0 S Q F T ( 0 . 0 0 1 4 A C ) ( 1 5 ’ E A C H S I D E O F P O W E R L I N E ) H A N D C L E A R I N G I N S I D E E A S E M E N T C R O S S I N G T H R O U G H W E T L A N D W I T H P R O P O S E D O V E R H E A D P O W E R L I N E S T A 3 3 9 + 3 0 L T O S T A 3 3 9 + 5 0 L S I T E U 2 : 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 N E S P E R M I T D R A W I N G ...S H E E T 3 1 N C D O T P R O J E C T R -3 1 0 1 R E M O V E & R E P L A C E 9 7 4 L F U T I L I T Y P I P E A B A N D O N 1 0 " S E W E R . . . 7 4 5 L F 4 " F O R C E M A I N S E W E R ...1 2 0 0 L F 4 " F O R C E M A I N H Y D R A N T . . . 1 E A R E L O C A T E F I R E 9 7 4 L F 1 0 " W A T E R L I N E 5 0 5 5 0 6 5 0 7 5 0 8 5 0 9 5 1 1 5 0 4 5 0 3 5 0 2 5 0 1 5 1 0 1 7 -J U L -2 0 1 3 1 0 :4 0 R :\U t i l i t i e s \R d y _U t \P r o j \N E U p e r m i t s t u f f \R -3 1 0 1 N E U s h e e t U C -4 5 .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 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 : 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 . U T I L I T Y S H E E T 3 O F 4 5 0 5 5 1 0 1 8 " C O N C W A L L R O C K 1 2 ’ B S T U S 2 1 2 2 ’ B S T 1 0 ’ S O I L G R G R 1 0 ’ G R S W A L K R O C K 1 .5 S B L K D B S T S S 5 5 7 5 5 8 5 5 9 5 6 0 5 6 1 5 6 3 5 6 4 5 6 2 8 ’ G R 1 5 " R C P S M T L M T L M T L 1 0 " D I 1 0 " D I T T T T 1 5 " C S P 2 4 " 1 8 " 5 0 5 5 0 6 5 0 7 5 0 8 5 0 9 5 1 1 5 0 4 5 0 3 5 0 2 5 0 1 5 1 0 E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W W A T E R L I N E E X I S T 1 0 " D I W A T E R L I N E E X I S T 1 0 " D I E X I S T 4 " S E W E R L I N E 1 7 +0 0 1 7 +5 0 1 8 +5 0 1 9 +0 0 1 9 +5 0 2 0 +0 0 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 +5 0 4 +0 0 4 +5 0 5 +0 0 5 +5 0 6 +0 0 6 +5 0 7 +0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 U C - 4 5 R - 3 1 0 1 E W H E W H R B W R B W U T I L I T Y C O N S T R U C T I O N R F H S E E P R O J E C T S P E C I A L P R O V I S I O N S A B A N D O N E X I S T I N G 4 " S E W E R P I P E I N S T A L L 1 1 H O R I Z B E N D P R O F I L E " S L - 1 " S T A 1 1 + 3 7 L - S T A 5 0 8 + 2 3 / 3 5 L I N S T A L L 2 2 H O R I Z B E N D P R O F I L E " W L - 1 " S T A 2 6 + 7 9 L - S T A 5 1 0 + 1 9 / 4 3 R I N S T A L L 4 5 H O R I Z B E N D P R O F I L E "W L -1 " S T A 1 5 +6 7 L -S T A 4 9 9 +0 8 /4 8 R T O L - S T A 5 1 0 + 7 4 F R O M L - S T A 5 0 1 + 0 0 1 0 " W A T E R P I P E A B A N D O N E X I S T T O L - S T A 5 1 0 + 7 4 F R O M L - S T A 5 0 1 + 0 0 ( 1 0 " W A T E R L I N E ) I N S T A L L " W L - 1 " ( H O R I Z O N T A L L Y ) D E F L E C T P I P E J O I N T S S T A 5 0 4 + 5 3 / 4 4 R S T A 5 0 4 + 0 0 / 4 7 R T O I N S T A L L 1 1 H O R I Z B E N D T O E X I S T 4 " F M T I E P R O P 4 " F M ( " S L - 1 " ) P R O F I L E " S L - 1 " S T A 1 1 + 6 1 L - S T A 5 0 8 + 4 5 / 3 0 L I N S T A L L 2 2 H O R I Z B E N D T O E X I S T 1 0 " W A T E R L I N E T I E P R O P 1 0 " W A T E R L I N E ( " W L - 1 " ) P R O F I L E " W L - 1 " S T A 2 7 + 3 5 L - S T A 5 1 0 + 7 4 / 2 5 R T O B A C K S I D E O F R / W R E L O C A T E F I R E H Y D R A N T 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 PLACED INSIDE WETLAND BOUNDARY NOTE: NO EXCAVATED FILL IS TO B E "TEMPORARY EXCAVATION IN WETLA N D " IMPACT AREA = 161 SQFT (0.0037 A C ) OPEN-TRENCH INSTALLATION CROSSING THROUGH WETLAND WITH PROPOSED 10" WATER LINE STA 501+00R TO STA 501+20R SITE U3: 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 N E S P E R M I T D R A W I N G ...S H E E T 4 5 N C D O T P R O J E C T 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 : P L A N D A T E 0 8 - 2 0 - 2 0 1 2 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 N E U P E R M I T D R A W I N G ...S H E E T 4 5 N C D O T P R O J E C T 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 : P R O P F M S E W E R 7 .5 ’P R O P W A T E R M A I N 7 .5 ’ 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 rm 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 in 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 tl 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 .Design (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 3 3 7 + 2 5 L t o S t a 3 3 7 + 3 0 L o v e r h e a d p o w e r l i n e s < 0 . 0 1 cl e a r i n s i d e u t i l i t y e a s e m e n t U2 S t a 3 3 9 + 5 0 L t o S t a 3 3 9 + 5 0 L o v e r h e a d p o w e r l i n e s < 0 . 0 1 cl e a r i n s i d e u t i l i t y e a s e m e n t U3 S t a 5 0 1 + 0 0 R t o S t a 5 0 1 + 2 0 R 1 0 " w a t e r m a i n < 0 . 0 1 op e n - t r e n c h p i p e i n s t a l l a t i o n TO T A L S : <0 . 0 1 < 0 . 0 1 AT N R e v i s e d 3 / 3 1 / 0 5 8/20/2012 ALLEGHANY COUNTY 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 4 O F 4 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 W E T L A N D I M P A C T S no t e - 1 : n o e x c a v a t e d f i l l i s t o b e p l a c e d i n s i d e w e t l a n d b o u n d a r i e s WBS - 37044.1.1 (R-3101) no t e - 2 : i m p a c t s a t e a c h s i t e c a l c u l a t e d t o o n e t e n - t h o u s a nd t h o f a n a c r e ( x . x x x x ) ; s u m m e d ; a n d t h e n r o u n d e d t o o n e hu n d r e d t h o f a n a c r e ( x . x x ) DIVISION OF HIGHWAYS