The URL can be used to link to this page

Home My WebLink About20140925 Ver 1_Application_20140825 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: 13 23 33 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: Replacement of Bridge No. 373 over Basal Creek on SR 1393 (Bass Lake Road) 2b. County: Wake 2c. Nearest municipality / town: Holly Springs 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4659 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) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@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): Latitude: 35.6423 Longitude: - 78.8019 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 3.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Basal Creek ([Bass Lake],[Mills Pond]) 2b. Water Quality Classification of nearest receiving water: B NSW 2c. River basin: Neuse 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: SR 1393 (Bass Lake Road) is classified as a Major Collector in the Statewide Functional Classification System and is not a National Highway System Route. Land use within the vicinity includes Forested Land, Agriculture, Medium- to High- Density Residential, and Recreational. 3b. List the total estimated acreage of all existing wetlands on the property: 0.42 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 700 linear feet 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally obsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: The project consists of replacing the existing two-span, 81-foot long bridge with a three-span, 143-foot bridge on the existing alignment. Traffic will be maintained via off-site detour. Standard road building equipment, such as trucks, dozers, and cranes will be used. 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: SAW-2009-01781 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): Principal Investigator: Jim Mason Agency/Consultant Company: NCDOT Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 03/25/14 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 1 P T Perm. Fill Floodplain Pool Yes No Corps DWQ <0.01 Site 1 P T Mechanized Clearing Floodplain Pool Yes No Corps DWQ 0.01 Site 2 P T Perm. Fill Non-tidal Freshwater Marsh (NTFM)/ Bottomland Hardwood Forest (BHF) Yes No Corps DWQ 0.02 Site 2 P T Mechanized Clearing NTFM/BHF Yes No Corps DWQ 0.04 Site 2 P T Temp. Fill (Utility) NTFM/BHF Yes No Corps DWQ 0.03* Site 3 P T Perm. Fill BHF Yes No Corps DWQ <0.01 Site 3 P T Mechanized Clearing BHF Yes No Corps DWQ 0.02 2g. Total wetland impacts 0.11 ac Perm.** 0.03 ac Temp. 2h. Comments: *It is assumed that timber mats will be used to contain all utility equipment. ** Total is the rounded sum of the actual impacts. 5 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 3 P T Bank Stabilization Basal Creek PER INT Corps DWQ 15-20 61 Site 3 P T Temp. Causeways Basal Creek PER INT Corps DWQ 15-20 61 3h. Total stream and tributary impacts 61 ft Perm. 61 ft Temp. 3i. Comments: 1) Only one temporary causeway will be installed and in use at a time (two will be employed). Once causeway use is completed, the causeways will be mostly removed except for Class II rip rap that will be retained on the streambanks to provide the above-noted bank stabilization. 2) Bridge piers will be installed within Basal Creek, resulting in <0.01 ac. (85 sq. ft.) of impact. All piers will be located in rip-rapped areas and are included in the permanent bank stabilization impacts. 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) O1 P T O2 P T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated 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: 6 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 Impact Other Than Road Crossing (Parallel) UT of Basal Creek (Stream SA) Yes No 2,782 3,045 B3 P T Bridge Basal Creek Yes No 7,562 2,185 B3 P T Road Crossing Basal Creek Yes No 533 2,000 6h. Total buffer impacts 10,877 7,230 6i. Comments: At Site 2, in association with the temp. wetland fill utility impacts, there will be utility buffer impacts (AUE STA. 12+00 to 12+50 -L-). However, these impacts are Exempt and not inlcluded in the above table. 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The new bridge will be longer than the existing one; An off-site detour will be employed; A preformed scour hole will be installed at Station 14+50 -L- (RT). The scour hole will dissipate stormwater from the bridge, which will be collected in a storm system and piped to the scour hole; A lateral base ditch will be installed from Station 17+20 to Station 18+50 -L- (LT). A Class II rip-rapped energy dissipator basin will be installed from Station 16+80 to Station 17+20 -L- (LT) at the end of the lateral base ditch. The basin will be installed to reduce stormwater velocity prior to it entering the buffer; A lateral grassed swale will be installed from Station 16+55 to Station 18+15.3 -L- (RT). A rip rap pad will be installed at the end of the swale in Wetland WA to further reduce stormwater velocity and prevent erosion; Two Class B rip rap pads will be installed on the south side of the road, one within Wetland WB and one just north of WB. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT Best Management Practices for Construction and Maintenance Activities and Best Management Practices for the Protection of Surface Waters will be employed. Due to the project being in a buffer basin, Design Standards in Sensitive Watersheds will also be employed. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No If no, explain: 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 mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 8 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. The 0.11 ac. of permanent riparian wetland impacts will be mitigated for at a 2:1 ratio, resulting in 0.22 ac. of mitigation credits being required. The 0.22 ac. of mitigation required will be offset by credits from the Jefferies Warehouse Mitigation Site Debit Ledger (please see attached). 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 Impact Other Than Road Crossing (Parallel) 2,782 3 (2 for Catawba) 8,346 Zone 2 Impact Other Than Road Crossing (Parallel) 3,045 1.5 4,568 6f. Total buffer mitigation required:12,914 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). Permittee-responsible riparan buffer restoration will be used. Mitigable riparian buffer impacts associated with this project will be offset by credits from the Marks Creek Mitigation Site Debit Ledger (please see attached). 6h. Comments: 9 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: See attached permit drawings Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? not applicable 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No 5b. Have all of the 401 Unit submittal requirements been met? Yes No 10 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. Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Not Applicable Jeffrey’s Warehouse Mitigation Site ONEID 096-003 The Jeffrey’s Warehouse Mitigation Site is located in Wayne County within the USGS hydrologic unit 03020201 of the Neuse River. NCDOT acquired the 93.16 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-1030AA. Monitoring requirements were performed from 2007 to 2011 and the site was closed out in 2012. Table 1 shows the final mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03020201. Tables 2-6 indicate all mitigation debits that have occurred per regulatory agency approval. In order to offset unavoidable impacts affiliated with TIP B-4659, the Jeffery’s Warehouse Mitigation Site will be debited 0.22 acres of Riparian Wetland Restoration. The original impacts were 0.11 acres and NCDOT debited the mitigation site at a 2:1 ratio. Table 1. Mitigation Quantities Approved Mitigation Type Debit Amount Status Notes 3020201 Non Riparian Wetland Restoration 16.23 3020201 Riparian Wetland Preservation 12.36 3020201 Riparian Wetland Restoration 3.66 3020201 Stream Restoration 3731 3020201 Buffer Restoration 316507 Do not debit further until NCDOT determines final mitigation quantities Table 2. Mitigation Debits – Non Riparian Wetlands Mitigation Type Debit Amount Status Site TIP Action ID# Notes Non Riparian Restoration 2.76 Close Out R-2719A 2008-02460 Non Riparian Restoration 0.92 Close Out B-4304 2004-20510 Non Riparian Restoration 1.96 Close Out R-2814A&B 2008-01316 Table 3. Mitigation Debits – Riparian Wetland Preservation Mitigation Type Debit Amount Status Site TIP Action ID# Notes Riparian Wetland Preservation 3.05 Close Out R- 2814A&B 2008-01316 Riparian Wetland Preservation 8.61 Close Out R-2554A 2008-00252 Table 4. Mitigation Debits – Riparian Wetland Restoration Mitigation Type Debit Amount Status Site TIP Action ID# Notes Riparian Wetland Restoration 2.49 Close Out R-2814A&B 2008-01316 Riparian Wetland Restoration 0.21 Close Out R-2554A Riparian Wetland Restoration 0.22 Close Out B-4659 2:1 Ratio Table 5. Mitigation Debits – Stream Restoration Mitigation Type Debit Amount Status Site TIP Action ID# Notes Stream Restoration 452 Close Out B-3528 226ft@2:1 2008-00153 Stream Restoration 61 Close Out U-4011 2005-20914 Stream Restoration 25 Close Out U-3344A 2003-20445 Stream Restoration 279 Close Out EB-4993 2011-00602 Stream Restoration 174 Close Out R-3825a 2011-01695 Stream Restoration 20 Close Out I-5311/I- 5338 2013-00068 Table 6. Mitigation Debits – Non-Riparian Wetland Restoration Mitigation Type Debit Amount Status Site TIP Action ID# Notes Buffer Restoration 38648 Close Out B-4300 2004-20705 Buffer Restoration 161453 Close Out R-2719A 2008-02460 Buffer Restoration 3653 Close Out B-4304 2004-20510 Buffer Restoration 16398 Close Out B-4592 2008-02056 Buffer Restoration 24458 Close Out U-4703 2005-20126 Buffer Restoration 45558 Close Out U-3344A 2003-20445 Buffer Restoration 11393 Close Out Div Proj. SR 1340 2010-00420 Buffer Restoration 2199 Close Out DIV Proj SR1204 No action ID due to a non- reporting NWP14 Buffer Restoration 3861 Close Out I-5311/I5338 2013-00068 Marks Creek Mitigation Site ONEID 092-011 The Marks Creek Mitigation Site is located in Wake County within the USGS hydrologic unit 03020201 of the Neuse River. NCDOT acquired the 66 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-2547. Monitoring requirements were performed from 2004 to 2008 and the site was closed out in 2009. Table 1 shows the final mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03020201. Tables 2-5 indicate all mitigation debits that have occurred per regulatory agency approval. To offset unavoidable buffer impacts associated with T.I.P. B-4659 the Marks Creek Mitigation Site will be debited 12,914 square feet of buffer restoration. The impacts numbers were 2,782 sq ft for zone 1 and 3,045 sq ft for zone 2. These impacts numbers were debited from the ledger with a 3:1 ratio for zone 1 and 1.5:1 ratio for zone 2. This debit is reflected in the debit ledger below. Table 1. Mitigation Quantities Approved HUC Mitigation Type Starting Amount Additional Notes 3020201 Stream Preservation 3247 (Ln.Ft.) 3020201 Riparian Wetland Restoration 3.33 (Ac.) No debits as of 8/18/14 3020201 Riparian Wetland Preservation 11 (Ac.) No Debit as of 8/18/2014 3020201 Riparian Wetland Enhancement 13 (Ac) 3020201 Buffer Restoration 324700 (Sq.Ft.) Table 2. Mitigation Debits – Stream Restoration Mitigation Type Debit Amount (Ln.Ft.) Status Site TIP Action ID# NOTES Stream Restoration 2873 Close Out R-2814A&B 2008-01316 Mod Stream Restoration 80 Close Out I-5338 (Areas 1, 2A, and 2b) Impacts were 40 lin. Ft. @ 2:1 ratio Table 3. Mitigation Debits – Riparian Wetland Enhancement Mitigation Type Debit Amount (Ac) Status Site TIP Action ID# NOTES Riparian Wetland Enhancement 10.9 Close Out R-2000F&G 199920387 Riparian Wetland Enhancement 0.98 Close Out R-3825A 201101695 .49 @2:1 Riparian Wetland Enhancement .14 Close Out B-5113 Table 4. Mitigation Debits – Buffer Restoration Mitigation Type Debit Amount (Sq.Ft.) Status Site TIP Action ID# NOTES Buffer Restoration 114659 Close Out U-3804 200421647 Buffer Restoration 114 Close Out R-2814-B Mod 2008-01316 Buffer Restoration 75581 Close Out B-3528 2008-00153 Buffer Restoration 1655 Close Out B-4944 2009-00207 Buffer Restoration 4242 Close Out B-5113 Buffer Restoration 34683 Close Out I-5338 (Areas 1, 2A, and 2b) 6,915 sq ft of impacts for zone 1 and 9292 sq ft of zone 2 totaling 34,683 sq ft with 3:1 ratio for zone 1 and 1.5:1 for zone 2 Buffer Restoration 12,914 Close Out B-4659 NCDOT was required to use a 3:1 ratio for zone 1 and a1.5:1 ratio for zone 2. (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) 38 4 5 6 . 1 . 1 ( B - 4 6 5 9 ) Co u n t y ( i e s ) : Wa k e Page 1of 4 Pr o j e c t T y p e : D a t e : Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? De s i g n / F u t u r e : Ex i s t i n g : Su r r o u n d i n g L a n d U s e : Re s i d e n t i a l , C i t y P a r k 0. 2 3 2 m i l e s 10 , 2 2 0 V P D 0. 5 8 Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Pr o p o s e d P r o j e c t Ex i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . M i l e s o r f e e t ) : Bu f f e r R u l e s i n E f f e c t Pr o j e c t D e s c r i p t i o n No NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n f o r P r i m a r y R e c e i v i n g W a t e r 30 3 ( d ) I m p a i r m e n t s : Ri v e r B a s i n ( s ) : Pr i m a r y R e c e i v i n g W a t e r : Cl a s s B Ot h e r S t r e a m C l a s s i f i c a t i o n : An n e G a m b e r , P E , C F M W e t h e r i l l E n g i n e e r i n g , I n c . Ci t y / T o w n : 91 9 - 8 5 1 - 8 0 7 7 Hy d r a u l i c U n i t Ad d r e s s : Ho l l y S p r i n g s 91 9 - 7 0 7 - 6 7 1 6 Wa k e ac. Ge n e r a l P r o j e c t N a r r a t i v e : Th e b r i d g e d r a i n a g e i s c o l l e c t e d i n a s t o r m s y s t e m a n d o u t l e t t e d i n t o a p r e f o r m e d s c o u r h o l e n e a r w e t l a n d s . T h e d r a i n a g e u p s t a ti o n o f t h e b r i d g e i s c o l l e c t e d i n t h e c u r b a n d gu t t e r a t t w o l o c a t i o n s a n d o u t l e t t e d o n t o r i p r a p p a d s t o t h e r e d u c e t h e v e l o c i t y b e f o r e i t e n t e r s i n t o a w e t l a n d . T h e d r a i n a ge u p s t a t i o n o f t h e b r i d g e i s c o l l e c t e d i n a s t o r m sy s t e m f r o m t h e c u r b a n d g u t t e r a n d o u t l e t t e d i n t o a 1 3 3 ' s w a l e b e f o r e i t i s o u t l e t t e d i n t o t h e w e t l a n d s t h r o u g h a r i p r a p e n e r gy d i s s i p a t o r . A t t h e t i e i n t o t h e e x i s t i n g r o a d w a y a t th e e n d o f t h e p r o j e c t , t h e r e i s n o c u r b a n d g u t t e r a n d t h e r o a d w a y i s i n n o r m a l c r o w n . T h i s d r a i n a g e s h e e t f l o w s t h r o u g h t h e gr a s s e d s h o u o l d e r b e f o r e b e i n g d i t c h e d t o B a s a l Cr e e k . Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Re f e r e n c e s 6,540 VPD 1. 1 0 Av e r a g e D a i l y T r a f f i c ( v e h / h r / d a y ) : ac . No r t h C a r o l i n a 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 Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S Ch a r l e s S m i t h , P E Br i d g e R e p l a c e m e n t Ra l e i g h , N C 2 7 6 1 0 Ge n e r a l P r o j e c t I n f o r m a t i o n Ad d r e s s : 6/25/2014 55 9 J o n e s F r a n k l i n R o a d 15 9 0 M a i l S e r v i c e C e n t e r Su i t e 1 6 4 Ra l e i g h , N C 2 7 6 0 6 Pr o j e c t / T I P N o . : NC D O T C o n t a c t : Pr o j e c t N o . : 38 4 5 6 . 1 . 1 ( B - 4 6 5 9 ) Co n t r a c t o r / D e s i g n e r : cr s m i t h 5 @ n c d o t . g o v Ne u s e 27 - 4 3 - 1 5 - 3 ag a m b e r @ w e t h e r i l l e n g . c o m On e s i d e i s a 1 2 ' l a n e w i t h 4 ' s h o u l d e r a n d t he o t h e r i s a 1 4 ' l a n e w i t h c u r b a n d g u t t e r an d s i d e w a l k . R o a d w a y i s s u p e r e d t o c u r b a n d g u t t e r . 10 ' l a n e s w i t h 3 ' s h o u l d e r n o r m a l c r o w n Ne u s e NC D W Q S t r e a m I n d e x N o . : Su p p l e m e n t a l : Nu t r i e n t S e n s i t i v e W a t e r s ( N S W ) Pr i m a r y : Ba s a l C r e e k ( B a s i n 2 2 , S t r e a m 1 6 ) (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) 38 4 5 6 . 1 . 1 ( B - 4 6 5 9 ) Co u n t y ( i e s ) : Wa k e Page 2of 4 Sh e e t No . St a t i o n (F r o m / T o ) Fe a t u r e Im p a c t e d Wa t e r / W e t l a n d / Bu f f e r T y p e Re c e i v i n g S u r f a c e Wa t e r N a m e NR T R M a p ID NC D W Q S t r e a m In d e x NC D W Q S u r f a c e Wa t e r C l a s s i f i c a t i o n 30 3 ( d ) Im p a i r m e n t s Ty p e o f Im p a c t Existing SCM 12 + 0 0 To 1 4 + 5 0 - L - r t 15 + 8 0 T o 16 + 3 5 16 + 2 5 T o 16 + 4 5 - L - r t 12 + 0 0 to 1 2 + 6 0 - L - l t B B B B Su r f a c e W a t e r I m p a c t s Ba s a l C r e e k Ba s a l C r e e k Ba s a l C r e e k Ba s a l C r e e k Pe r e n n i a l Pe r e n n i a l No n e N/A St r e a m No n e No n e W e t l a n d De s c r i p t i o n o f M i n i m i z a t i o n o f I m p a c t s o r M i t i g a t i o n A l l p r o p o s e d S C M s l i s t e d m u s t a l s o b e l i s t e d u n d e r S w a l e s , P r e f or m e d S o u r H o l e s a n d o t h e r E n e r g y D i s s i p a t o r s , o r O t h e r S t o r m wa t e r C o n t r o l M e a s u r e s . Proposed SCM Rip Rap Pad N/ARip Rap Pad N/ARip Rap PadN/A Rip Rap Toe Protection No r t h C a r o l i n a 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 Hi g h w a y S t o r m w a t e r P r o g r a m St a b i l i z a t i o n 24 - 4 3 - 1 5 - 3 24 - 4 3 - 1 5 - 3 24 - 4 3 - 1 5 - 3 24 - 4 3 - 1 5 - 3 F i l l Fill No n e St r e a m Fill Pr o j e c t / T I P N o . : * L i s t a l l s t r e a m a n d s u r f a c e w a t e r i m p a c t l o c a t i o n s r e g a r d l e s s o f j u r i s d i c t i o n o r s i z e . Pr o j e c t E n v i r o n m e n t a l S u m m a r y W e t l a n d E q u a l i z e r P i p e s t o b e n o t e d a s a m i n i m i z a t i o n o f i m p a c t s . Re f e r e n c e s S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) 38 4 5 6 . 1 . 1 ( B - 4 6 5 9 ) Co u n t y ( i e s ) : W a k e Pa g e 3 o f 4 Sh e e t No . St a t i o n (F r o m / T o ) St r e a m Cr o s s i n g St a t i o n Ba s e W i d t h (f t ) Fr o n t S l o p e (H : V ) Ba c k S l o p e (H : V ) Dr a i n a g e Ar e a (a c ) Re c o m m e n d e d Tr e a t m e n t L e n g t h (f t ) Ac t u a l Le n g t h (f t ) Lo n g i t u d i n a l Sl o p e (% ) Q2 (c f s ) V2 (f p s ) Q10 (cfs)V10 (fps)Rock Checks Used 16 + 5 5 T o 18 + 1 5 - L - r t 000 No2.0 0. 4 9 4 9 00 1. 0 2 . 8 No r t h C a r o l i n a 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 Sw a l e s NA 2 . 0 3 3 1 4 0 0 Pr o j e c t / T I P N o . : 1. 7 Hi g h w a y S t o r m w a t e r P r o g r a m 2. 5 3 % 0 0000 0 0 000000 Ad d i t i o n a l C o m m e n t s To p o g r a p h y a n d p r o p o s e d g r e e n w a y r e s t r i c t s w a l e g e o m e t r y . Ha v e m i n i m u m d e s i g n c r i t e r i a , a s p r e s e n t e d i n t h e N C D O T B e s t M a n a g e m e n t P r a c t i c e s T o o l b o x , V e r s i o n 1 ( M a r c h 2 0 0 8 ) , b e e n m e t a n d verified? If No, pr o v i d e f u r t h e r e x p l a n a n t i o n o f w h y d e s i g n c r i t e r i a w a s n o t m e t . S T O R M W A T E R M A N A G E M E N T P L A N F O R L I N E A R R O A D W A Y P R O J E C T S YE S NO (V e r s i o n 1 . 2 ; R e l e a s e d J u l y 2 0 1 2 ) 38 4 5 6 . 1 . 1 ( B - 4 6 5 9 ) Co u n t y ( i e s ) : Wa k e Pa g e 4 o f 4 Sh e e t No . S t a t i o n En e r g y D i s s i p a t o r Ty p e R i p r a p T y p e Dr a i n a g e A r e a (a c ) Q10 (cfs)V10 (fps) * R e f e r t o t h e N C D O T B e s t M a n a g e m en t P r a c t i c e s T o o l b o x , V e r s i o n 1 ( M a r c h 2 0 0 8 ) , NC D O T S t a n d a r d D e t a il s , t h e F e d e r a l H i g h w a y A d m in i s t r a t i o n ( F H W A ) H y d r a u l i c E n g i n e e r i n g C i r c u l a r N o . 1 4 ( H E C - 1 4 ) , Th i r d E d i t i o n , H y d r a u l i c D e s i g n o f E n e r g y D i s s i p a t o r s f o r Cu l v e r t s a n d C h a n n e l s ( J u l y 2 0 0 6 ) , a s a p p l i c a b l e , f o r d e s i g n g u i d a n c e a n d c r i t e r i a . No r t h C a r o l i n a 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 Hi g h w a y S t o r m w a t e r P r o g r a m 0. 2 4 Cl a s s ' B ' 1.3 Pr e f o r m e d S c o u r H o l e s a n d E n e r g y D i s s i p a t o r s 11.10.9 5. 1 0 Pi p e / S t r u c t u r e Di m e n s i o n s (i n ) Pi p e Co n v e y a n c e S t r u c t u r e 2' B A S E 2 : 1 S S Pr o j e c t / T I P N o . : PF S H Cl a s s I I 14 + 5 0 - L - r t 0.7 15 Di t c h 16 + 8 0 t o 1 7 + 2 0 - L- l t Ri p r a p E n e r g y D i s s i p a t o r Ba s i n Ad d i t i o n a l C o m m e n t s Ha v e m i n i m u m d e s i g n c r i t e r i a , a s p r e s e n t e d i n t h e N C D O T B e s t M a n a g e m e n t P r a c t i c e s T o o l b o x ( 2 0 0 8 ) , N C D O T S t a n d a r d D e t a i l s , o r F H WA HE C - 1 4 ( J u l y 2 0 0 6 ) , b e e n m e t a n d v e r i f i e d , a s a p p l i c a b l e ? I f N o , p r ov i d e f u r t h e r e x p l a n a n t i o n o f w h y d e s i g n c r i t e r i a w a s n o t m et. S T O R M W A T E R M A N A G E M E N T P L A N FO R L I N E A R R O A D W A Y P R O J E C T S YE S NO 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 N a t u r a l Si t e 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 C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 1 2 + 0 0 t o 1 2 + 6 0 L T R o a d w a y F i l l < 0 . 0 1 0 . 0 1 2 1 2 + 0 0 t o 1 4 + 6 0 R T R o a d w a y F i l l 0 . 0 2 0 . 0 4 2* * 1 2 + 0 0 t o 1 2 + 5 0 R T U t i l i t y I m p a c t 0 . 0 3 3 1 5 + 6 5 t o 1 6 + 6 0 L T / R T T e m p o r a r y C a u s e w a y < 0 . 0 1 6 1 3 1 5 + 6 5 t o 1 6 + 6 0 L T / R T R i p r a p a t E m b a n k m e n t < 0 . 0 1 6 1 3 1 6 + 1 5 t o 1 6 + 4 5 R T R i p R a p < 0 . 0 1 0 . 0 2 TO T A L S * : 0 . 0 4 0 . 0 3 0 . 0 7 < 0 . 0 1 < 0 . 0 1 6 1 6 1 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s ** A s s u m e d t i m b e r m a t s u s e d t o c o n t a i n u t i l i t y e q u i p m e n t NO T E S : P e r m a n e n t b r i d g e p i e r i m p a c t s a r e < 0 . 0 1 a c r e s ( 8 5 s q . f t . ) . Re v i s e d 2 0 1 3 1 0 2 4 SHEET 10 OF 10NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 2014 07 30 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 WE T L A N D I M P A C T S SURFACE WATER IMPACTS WAKE COUNTY BRIDGE 373 ON SR 1393 BASS LAKE ROAD OVER BASAL CREEK A l l p i e r s a r e l o c a t e d i n r i p - r a p p e d a r e a s a n d i n c l u d e d i n p e r m a n e n t S W i m p a c t s . RO A D CR O S S I N G BR I D G E PA R A L L E L IM P A C T ZO N E 1 (f t 2) ZO N E 2 (f t 2) TO T A L (f t 2) ZO N E 1 (f t 2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2) 1R O A D W A Y F I L L 12 + 5 0 t o 1 4 + 8 0 L T X 2 7 8 2 3 0 4 5 5 8 2 7 3R O A D W A Y F I L L 14 + 8 5 t o 1 5 + 3 0 L T / R T X 5 3 3 2 0 0 0 2 5 3 3 3 B R I D G E 15 + 3 0 t o 1 7 + 0 0 L T / R T X 7 5 6 2 2 1 8 5 9 7 4 7 TO T A L : 80 9 5 4 1 8 5 1 2 2 8 0 2 7 8 2 3 0 4 5 5 8 2 7 * Si t e 2: Th e ut i l i t y bu f f e r im p a c t s wi t h i n th e AU E st a t i o n 12 + 0 0 to 12 + 5 0 ‐ L‐ rt ar e ex e m p t . SHEET 3 OF 4PROJECT: 38456.1.1 (B-4659) 7/30/2014N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS BRG 373 OVER BASAL CK ON SR 1393 WAKE COUNTY IM P A C T BU F F E R I M P A C T S S U M M A R Y TY P E SI T E N O . ST R U C T U R E S I Z E / TY P E ST A T I O N (F R O M / T O ) AL L O W A B L E M I T I G A B L E BUFFER REPLACEMENT Rev. May 2006 ZO N E 1 (f t 2) ZO N E 2 (f t 2) 3 1 6 + 5 0 R T 8 6 5 3 9 9 TO T A L : 86 5 3 9 9 WE T L A N D S I N BU F F E R S SI T E N O . ST A T I O N (F R O M / T O ) WE T L A N D S I N B U F F E R I M P A C T S S U M M A R Y SHEET 4 OF 4PROJECT: 38456.1.1 (B-4659) 7/30/2014N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS BRG 373 OVER BASAL CK ON SR 1393 WAKE COUNTY Rev. Jan 2009 VICINITY MAP T O N Y H O U S E R , P E J E F F R E Y L . T E A G U E , P E M A R C H 1 7 , 2 0 1 5 4 BEG I N T I P P R O J E C T B - 4 6 5 9 B E G I N B R I D G E E N D B R I D G E E N D T I P P R O J E C T B - 4 6 5 9 - L- Rd.BassLake SunsetLakeRd.BASSLAKE SUNSETLAKE HollySpringsRd. W A K E C O U N T Y 2550100502550100505 1020 10 DHVDTV ======6,54010,220 10604 40 %%MPH ADTADT20152035 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 000PROFILE (HORIZONTAL) 3 8 4 5 6 . 1 . 1 B R Z - 1 3 9 3 ( 3 ) 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 : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : D I V I S I O N O F H I G H W A Y S 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 P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) E N G I N E E R R O A D W A Y D E S I G N L O C A T I O N : 09/08/99 B - 4 6 5 9 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 000 See Sheet 1-A For Index of Sheets12-JUN-2014 09:55R:\Roadw ay\Proj\B-4659_Rdy_tsh.dgn$$$$USERNAME$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CON TRACT:TIP PROJECT:B-4659 ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA - L - S T A . 2 2 + 5 0 . 0 0 -L- S T A . 1 0 + 2 5 . 0 0 THE MUNICIPAL BOUNDARIES OF HOLLY SPRINGS.A PORTION OF THIS PROJECT IS WITHIN HOLLY SPRINGS See Sheet 1-B For Conventional Symbols T Y P E O F W O R K : G R A D I N G , P A V I N G , D R A I N A G E , A N D S T R U C T U R E COLLECTOR FUNC. CLASS.=URBANSUBREGIONAL TIER METHOD III.PERFORMED TO THE LIMITS ESTABLISHED BY CLEARING ON THIS PROJECT SHALL BE E N G I N E E R H Y D R A U L I C S P . E . VPD VPD% L E N G T H R O A D W A Y T I P P R O J E C T B - 4 6 5 9 = LE N G T H S T R U C T U R E T I P P R O J E C T B - 4 6 5 9 = T O T A L L E N G T H T I P P R O J E C T B - 4 6 5 9 = 0 . 2 0 5 M I L E 0 . 0 2 7 M I L E 0 . 2 3 2 M I L E B R I D G E N O . 3 7 3 O V E R B A S A L C R E E K O N S R 1 3 9 3 ( B A S S L A K E R D . ) TO U S 401 O L D E M I L L S B L U FF D R. OFF-SITE DETOUR TO HOLLY SPRINGS B A SA L C REEK HOLLY SPRINGS (TTST 1%+ DUAL 3%)* * B A S S L A K E R D. S R 1 3 9 3 B A SS LA K E RD . SR 1393 PROJECT BEGINPROJECTENDCITYLIMITS - L - S T A . 1 6 + 8 6 . 3 5 - L - S T A . 1 5 + 4 3 . 6 5 TOWN OF HOLLY SPRINGS CITY LIMITS M A R C H 3 1 , 2 0 1 4 B R Z - 1 3 9 3 ( 3 ) B R Z - 1 3 9 3 ( 3 ) 3 8 4 5 6 . 2 . F D U 1 R/ W U T I L . 3 8 4 5 6 . 2 . F D 1 { { { 1152 1549 1550403040314028402813014041404940484047407840794077407640754074407340714071470547034704470147024754500750085036505150544046505150934702139313931393 NAD 83/ 95 Existin g E d g e o f P a v e m e n t Existin g C u r b Propos e d S l o p e S t a k e s C u t Propos e d S l o p e S t a k e s F i l l Existin g M e t a l G u a r d r a i l Existin g C a b l e G u i d e r a i l Propos e d G u a r d r a i l Equalit y S y m b o l Pavem e n t R e m o v a l Baselin e C o n t r o l P o i n t RIGH T O F W A Y : Existin g R i g h t o f W a y M a r k e r Existin g R i g h t o f W a y L i n e h Existin g C o n t r o l o f A c c e s s Propos e d C o n t r o l o f A c c e s s Propos e d R i g h t o f W a y L i n e CF Existin g E a s e m e n t L i n e Propos 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 Propos 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 Propos 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 Propos 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 HYDROLOGY:Stream or Body of WaterHydro, Pool or ReservoirFlow ArrowDisappearing StreamSpring ; zvWKProposed Lateral, Tail, Head DitchFalse Sump Propos 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 : ROA 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 pQle]/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 W A T E R : W a t e r M a n h o l e W a t e r M e t e r W a t e r V a l v e W a t e r H y d r a n t R e c o r d e d U / G W a t e r L i n e 4IHa T V : T V S a t e l l i t e D i s h T V P e d e s t a l T V T o w e r U / G T V C a b l e H a n d H o l e R e c o r d e d U / G T V C a b l e R e c o r d e d U / G F i b e r O p t i c C a b l e D e s i g n a t e d U / G F i b e r O p t i c C a b l e ( S . U . E . * ) r|I] G A S : G a s V a l v e G a s M e t e r R e c o r d e d U / G G a s L i n e n c S A N I T A R Y S E W E R : S a n i t a r y S e w e r M a n h o l e S a n i t a r y S e w e r C l e a n o u t U / G S a n i t a r y S e w e r L i n e R e c o r d e d S S F o r c e d M a i n L i n e D e s i g n a t e d S S F o r c e d M a i n L i n e ( S . U . E . * ) do A / G W a t e r A b o v e G r o u n d G a s L i n e A / G G a s A b o v e G r o u n d W a t e r L i n e A b o v e G r o u n d S a n i t a r y S e w e r A / G S a n i t a r y S e w e r M I S C E L L A N E O U S : U t i l i t y P o l e OFS3 U t i l i t y P o l e w i t h B a s e U t i l i t y L o c a t e d O b j e c t U t i l i t y T r a f f i c S i g n a l B o x U t i l i t y U n k n o w n U / G L i n e ? C O N C C O N C W W 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 T a n k ; W a t e r , G a s , O i l A / G T a n k ; W a t e r , G a s , O i l BOUNDARIES AND PROPERTY:State LineCounty LineTownship LineCity LineReservation LineProperty LineExisting Iron PinProperty CornerProperty MonumentExisting Fence LineProposed Woven Wire FenceProposed Chain Link FenceProposed Barbed Wire Fence gF123Existing Wetland BoundaryProposed Wetland BoundaryExisting Endangered Animal BoundaryExisting Endangered Plant BoundaryBUILDINGS AND OTHER CULTURE:Area Outline Gas Pump Vent or U/G Tank CapChurchSchoolDamSignSmall Mine Well VMWWSxFoundationSBuildingyyVEGE T A T I O N : Single T r e e XY V i n e y a r d Single S h r u b HedgeWoods L i n e O r c h a r d V i n e y a r d RAIL R O A D S : Standa r d G a u g e RR Sig n a l M i l e p o s t SwitchRR Ab a n d o n e d RR Dis m a n t l e d S FLOW 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 . * ) D e s i g n a t e d U / G W a t e r L i n e ( S . U . E . * ) D e s i g n a t e d U / G T V C a b l e ( S . U . E . * ) D e s i g n a t e d U / G G a s L i n e ( S . U . E . * ) U / G T e s t H o l e ( S . U . E . * ) *S.U.E. = Subsurface Utility EngineeringWLBEIPBECM C O N C H W C B 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 Cemetery E X I S T I N G S T R U C T U R E S : Parcel / Sequence Number E A A T U R E n d o f I n f o r m a t i o n E . O . I . Note: Not to Scale 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 . 1 - B B - 4 6 5 9 A b a n d o n e d A c c o r d i n g t o U t i l i t y R e c o r d s WLBEABEPB RW RW RW CAET D E P D E P U E SPPTTT C T C T F O T F O WWT V T V T V F O T V F O GG S S F S S F S S ? U T L Jurisdictional StreamJS 12/05/11Buffer Zone 1Buffer Zone 2 BZ 1BZ 2Wetland Propos e d P e r m a n e n t E a s e m e n t w i t h Iron P i n a n d C a p M a r k e r Propos 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 Iron P i n a n d C a p M a r k e r Propos e d R i g h t o f W a y L i n e w i t h D U E Propos 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 Propos 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 Propos 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 CO 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 U n d e r g r o u n d S t o r a g e T a n k , A p p r o x . L o c . G e o e n v i r o n m e n t a l B o r i n g U S T Known Soil Contamination: Area or SitePotential Soil Contamination: Area or Site Conc r e t e o r G r a n i t e R / W M a r k e r Propos e d R i g h t o f W a y L i n e w i t h CA Conc r e t e C / A M a r k e r Propos 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 - L- TOWN OF HOLLY SPRINGS CITY LIMITS TO HOLLY SPRINGS BA SA L C REEK - L - S T A . 2 2 + 5 0 . 0 0 -L- STA. 10+25.00 B A S S L A K E R D. S R 1 3 9 3 T O U S 401 6’ CONC YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYX Y Y Y Y YY Y Y Y Y Y Y Y X X X X X X X X X X Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y NAD 83/95NC GRID B M - 5 1 B M - 5 0 B L - 1 0 5 B L - 1 0 4 B L - 1 0 3 B L - 1 0 2 BL-101E=2056853.025 N=688707.673 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION B4659-2 E=2057712.33 N=689427.74 LOCALIZED PROJECT COORDINATES NCDOT GPS STATION B4659-1 B LU FF D R. O LD E MI LLS D A T U M D E S C R I P T I O N T H E L O C A L I Z E D C O O R D I N A T E S Y S T E M D E V E L O P E D F O R T H I S P R O J E C T I S B A S E D O N T H E S T A T E P L A N E C O O R D I N A T E S E S T A B L I S H E D B Y N C D O T F O R M O N U M E N T " B 4 6 5 9 - 2 " W I T H N A D 8 3 / 9 5 S T A T E P L A N E G R I D C O O R D I N A T E S O F N O R T H I N G : 6 8 8 7 0 7 . 6 7 3 0 ( f t ) E A S T I N G : 2 0 5 6 8 5 3 . 0 2 5 0 ( f t ) E L E V A T I O N : 3 7 3 . 5 5 ( f t ) T H E A V E R A G E C O M B I N E D G R I D F A C T O R U S E D O N T H I S P R O J E C T ( G R O U N D T O G R I D ) I S : 0 . 9 9 9 8 8 3 9 5 T H E N . C . L A M B E R T G R I D B E A R I N G A N D L O C A L I Z E D H O R I Z O N T A L G R O U N D D I S T A N C E F R O M " B 4 6 5 9 - 2 " T O - L - S T A T I O N 1 0 + 2 5 . 0 0 I S N 7 5 5 8 ’ 0 8 . 2 " E 1 5 4 0 . 0 0 ’ A L L L I N E A R D I M E N S I O N S A R E L O C A L I Z E D H O R I Z O N T A L D I S T A N C E S V E R T I C A L D A T U M U S E D I S N A V D 8 8 BEGIN TIP PROJECT E N D T I P P R O J E C T S U R V E Y C O N T R O L S H E E T B - 4 6 5 9 W A K E C O U N T Y L O C A T I O N : B R I D G E N O . 3 7 3 O V E R B A S A L C R E E K O N S R 1 3 9 3 ( B A S S L A K E R D . ) S H E E T N O . 1 - C L o c a t i o n a n d S u r v e y s P R O J E C T R E F E R E N C E N O . B - 4 6 5 9 12-JUN-2014 09:55R:\Roadway\Proj\B4659_ls_1c.dgn$$$$USERNAM E$$$$03/22/13 N O T E : D R A W I N G N O T T O S C A L E R O W M a r k e r C o n c r e t e o r G r a n i t e - E A L I G N S T A T I O N O F F S E T N O R T H E A S T L 1 0 + 9 0 . 0 0 - 3 0 . 0 0 6 8 9 0 7 7 . 6 4 6 5 2 0 5 8 4 1 8 . 5 8 5 2 L 1 0 + 9 0 . 0 0 - 4 0 . 0 0 6 8 9 0 8 6 . 5 1 7 1 2 0 5 8 4 2 3 . 2 0 1 8 L 1 1 + 0 0 . 0 0 3 5 . 0 0 6 8 9 0 1 5 . 3 7 1 1 2 0 5 8 3 9 7 . 4 4 8 1 L 1 1 + 0 0 . 0 0 3 0 . 0 0 6 8 9 0 1 9 . 8 0 4 0 2 0 5 8 3 9 9 . 7 5 5 1 L 1 2 + 5 7 . 4 0 3 5 . 0 0 6 8 8 9 4 2 . 7 0 8 5 2 0 5 8 5 3 7 . 0 6 6 6 L 1 2 + 5 7 . 4 0 - 4 0 . 0 0 6 8 9 0 0 9 . 2 3 7 8 2 0 5 8 5 7 1 . 6 9 0 9 L 1 2 + 5 7 . 4 0 - 5 5 . 0 0 6 8 9 0 2 2 . 5 4 3 7 2 0 5 8 5 7 8 . 6 1 5 8 L 2 0 + 5 0 . 0 0 - 5 5 . 0 0 6 8 8 3 9 6 . 7 8 5 8 2 0 5 9 0 9 9 . 9 6 6 6 L 2 0 + 5 0 . 0 0 - 3 5 . 9 8 6 8 8 3 9 1 . 1 9 5 8 2 0 5 9 0 8 1 . 7 8 7 8 L 2 1 + 0 6 . 4 5 3 5 . 0 0 6 8 8 3 1 7 . 8 4 0 0 2 0 5 9 0 2 8 . 4 7 5 7 L 2 1 + 0 6 . 4 5 - 3 4 . 9 8 6 8 8 3 3 4 . 6 0 1 0 2 0 5 9 0 9 6 . 4 1 4 6 L 2 2 + 5 0 . 0 0 3 5 . 0 0 6 8 8 1 7 8 . 4 6 9 3 2 0 5 9 0 6 2 . 8 5 9 4 L 2 2 + 5 0 . 0 0 3 0 . 0 0 6 8 8 1 7 9 . 6 6 7 0 2 0 5 9 0 6 7 . 7 1 3 9 R O W M a r k e r P e r m a n e n t E a s e m e n t - E A L I G N S T A T I O N O F F S E T N O R T H E A S T L 1 1 + 7 5 . 0 0 - 4 0 . 0 0 6 8 9 0 4 7 . 2 7 6 2 2 0 5 8 4 9 8 . 6 0 1 7 L 1 1 + 7 5 . 0 0 - 5 5 . 0 0 6 8 9 0 6 0 . 5 8 2 0 2 0 5 8 5 0 5 . 5 2 6 6 L 1 1 + 9 0 . 0 0 5 0 . 0 0 6 8 8 9 6 0 . 5 1 6 1 2 0 5 8 4 7 0 . 3 5 8 4 L 1 1 + 9 0 . 0 0 3 5 . 0 0 6 8 8 9 7 3 . 8 2 1 9 2 0 5 8 4 7 7 . 2 8 3 3 L 1 2 + 1 0 . 0 0 3 5 . 0 0 6 8 8 9 6 4 . 5 8 8 8 2 0 5 8 4 9 5 . 0 2 4 4 L 1 2 + 1 0 . 0 0 5 0 . 0 0 6 8 8 9 5 1 . 2 8 2 9 2 0 5 8 4 8 8 . 0 9 9 6 L 1 2 + 3 0 . 0 0 1 1 0 . 0 0 6 8 8 8 8 8 . 8 2 6 3 2 0 5 8 4 7 8 . 1 4 1 3 L 1 2 + 3 5 . 0 0 3 5 . 0 0 6 8 8 9 5 3 . 0 4 7 3 2 0 5 8 5 1 7 . 2 0 0 9 L 1 2 + 5 5 . 0 0 1 1 5 . 0 0 6 8 8 8 7 2 . 8 4 9 5 2 0 5 8 4 9 8 . 0 0 9 4 L 1 3 + 0 0 . 0 0 5 5 . 0 0 6 8 8 9 0 5 . 6 2 5 1 2 0 5 8 5 6 3 . 1 4 1 2 L 1 3 + 0 0 . 0 0 3 5 . 0 0 6 8 8 9 2 2 . 9 5 6 9 2 0 5 8 5 7 3 . 1 2 1 6 L 1 3 + 3 0 . 0 0 5 5 . 0 0 6 8 8 8 9 1 . 1 1 1 5 2 0 5 8 5 8 7 . 4 9 3 2 L 1 3 + 3 0 . 0 0 3 5 . 0 0 6 8 8 9 0 8 . 1 3 6 2 2 0 5 8 5 9 7 . 9 8 9 0 L 1 4 + 3 5 . 0 0 3 5 . 0 0 6 8 8 8 5 0 . 5 3 5 5 2 0 5 8 6 8 1 . 2 9 2 5 L 1 4 + 3 5 . 0 0 7 0 . 0 0 6 8 8 8 2 2 . 8 3 1 5 2 0 5 8 6 5 9 . 9 0 3 5 L 1 4 + 3 5 . 0 0 - 7 0 . 0 0 6 8 8 9 3 3 . 6 4 7 4 2 0 5 8 7 4 5 . 4 5 9 6 L 1 4 + 3 5 . 0 0 - 5 5 . 0 0 6 8 8 9 2 1 . 7 7 4 3 2 0 5 8 7 3 6 . 2 9 2 9 L 1 5 + 2 5 . 0 0 7 0 . 0 0 6 8 8 7 6 8 . 7 7 0 9 2 0 5 8 7 2 3 . 7 6 6 0 L 1 5 + 8 0 . 0 0 - 5 5 . 0 0 6 8 8 8 1 9 . 8 5 2 9 2 0 5 8 8 5 0 . 1 8 9 3 L 1 5 + 8 0 . 0 0 - 8 5 . 0 0 6 8 8 8 4 0 . 7 0 0 9 2 0 5 8 8 7 1 . 7 6 1 5 L 1 7 + 0 0 . 0 0 7 3 . 0 0 6 8 8 6 4 6 . 4 7 0 7 2 0 5 8 8 3 0 . 4 7 3 4 L 1 7 + 4 0 . 0 0 - 8 5 . 0 0 6 8 8 7 0 6 . 7 7 1 0 2 0 5 8 9 8 1 . 9 2 2 8 L 1 7 + 4 0 . 0 0 - 1 0 0 . 0 0 6 8 8 7 1 5 . 3 4 3 4 2 0 5 8 9 9 4 . 2 3 1 9 L 1 8 + 1 5 . 0 0 3 5 . 0 0 6 8 8 5 7 7 . 3 0 5 5 2 0 5 8 9 2 2 . 5 4 7 4 L 1 8 + 1 5 . 0 0 8 4 . 0 0 6 8 8 5 5 2 . 3 9 3 8 2 0 5 8 8 8 0 . 3 5 2 5 L 1 8 + 4 0 . 0 0 3 5 . 0 0 6 8 8 5 5 6 . 3 7 9 8 2 0 5 8 9 3 4 . 5 5 1 7 L 1 8 + 6 0 . 0 0 - 5 5 . 0 0 6 8 8 5 8 1 . 6 5 0 8 2 0 5 9 0 2 3 . 2 5 6 8 L 1 8 + 6 0 . 0 0 - 1 0 0 . 0 0 6 8 8 6 0 2 . 7 6 2 6 2 0 5 9 0 6 2 . 9 9 7 1 L 1 8 + 6 5 . 0 0 1 3 5 . 0 0 6 8 8 4 8 8 . 6 8 7 8 2 0 5 8 8 5 7 . 4 8 3 8 L 1 8 + 7 2 . 0 0 3 5 . 0 0 6 8 8 5 2 9 . 1 6 8 5 2 0 5 8 9 4 9 . 1 4 7 4 L 1 9 + 0 0 . 0 0 1 3 0 . 0 0 6 8 8 4 6 3 . 8 0 7 2 2 0 5 8 8 7 5 . 5 8 7 4 L 2 1 + 3 5 . 0 0 5 0 . 0 0 6 8 8 2 8 6 . 5 2 8 8 2 0 5 9 0 2 0 . 7 5 0 6 L 2 1 + 3 5 . 0 0 3 5 . 0 0 6 8 8 2 9 0 . 1 2 1 7 2 0 5 9 0 3 5 . 3 1 4 0 L 2 1 + 5 5 . 0 0 3 5 . 0 0 6 8 8 2 7 0 . 7 0 3 9 2 0 5 9 0 4 0 . 1 0 4 5 L 2 1 + 5 5 . 0 0 5 0 . 0 0 6 8 8 2 6 7 . 1 1 1 0 2 0 5 9 0 2 5 . 5 4 1 1 LTYPESTATIONNORTH E A S T POT10+00.00689092.5839 2 0 5 8 3 2 4 . 9 0 0 3 PC 12+57.40688973.7555 2 0 5 8 5 5 3 . 2 2 4 6 PT 21+06.45688326.2234 2 0 5 9 0 6 2 . 4 5 6 8 POT24+48.84687993.8040 2 0 5 9 1 4 4 . 4 6 7 2 *************************************51 ELEVATION = 393.81’N 687770 E 2059122L STATION 22+50*************************************RR SPIKE IN 20" PINE S 0328’56" E Dist (RIGHT) 418’*************************************50 ELEVATION = 313.65’N 688918 E 2058773*************************************RR SPIKE IN 16" POPLAR L STATION 14+64 74’ LEFT CONTROL DATABENCHMARK DATA 105 BL-105 687872.8882 2059202.7996 388.43 OUTSID E P R O J E C T L I M I T S 104 BL-104 688095.7967 2059136.4005 371.82 OUTSIDE PR O J E C T L I M I T S 103 BL-103 688503.5115 2059035.7130 337.28 19+32. 5 9 3 2 . 0 6 L T 102 BL-102 688831.8942 2058778.5901 318.08 15+22. 3 3 1 3 . 5 7 L T 101 BL-101 689159.4194 2058234.9865 328.46 OUTSID E P R O J E C T L I M I T S --------------------------------------------------------------- - - - - - - - - - - - - - - - POINT DESC. NORTH EAST ELEVATION L STATI O N O F F S E T BASELINE 1 . T H E C O N T R O L D A T A F O R T H I S P R O J E C T C A N B E F O U N D E L E C T R O N I C A L L Y B Y S E L E C T I N G N O T E S : P R O J E C T C O N T R O L D A T A A T : H T T P S : / / C O N N E C T . N C D O T . G O V / R E S O U R C E S / L O C A T I O N / P A G E S T H E F I L E S T O B E F O U N D A R E A S F O L L O W S : B 4 6 5 9 _ L S _ C O N T R O L . T X T S I T E C A L I B R A T I O N I N F O R M A T I O N H A S N O T B E E N P R O V I D E D F O R T H I S P R O J E C T . I F F U R T H E R I N F O R M A T I O N I S N E E D E D , P L E A S E C O N T A C T T H E L O C A T I O N A N D S U R V E Y S U N I T . I N D I C A T E S G E O D E T I C C O N T R O L M O N U M E N T S U S E D O R S E T F O R H O R I Z O N T A L P R O J E C T C O N T R O L B Y T H E N C D O T L O C A T I O N A N D S U R V E Y S U N I T . P R O J E C T C O N T R O L E S T A B L I S H E D U S I N G G L O B A L P O S I T I O N I N G S Y S T E M . N E T W O R K E S T A B L I S H E D F R O M N G S O N L I N E P O S I T I O N I N G S E R V I C E ( O P U S ) . G R A D E P O I N T 1 2 ’ 1 4 ’ 0 . 0 2 0 . 0 2 F D P S 4 ’ C 1 C 1 D 1 E 1 E 1 D 1 T D O N O T U S E F O R C O N S T R U C T I O N 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 - 4 6 5 9 P A V E M E N T D E S I G N 6/2/9912-JUN-2014 09:55R:\Roadway\Proj\B-4659_Rdy_typ.dgn$$$$USERNAM E$$$$ 2:1 2:1 G R A D E P O I N T 4 : 1 1 2 ’ 1 4 ’ 1 0 ’ 0 . 0 2 0 . 0 2 0 . 0 2 F D P S 4 ’ 8 ’ 0 . 0 8 C 1 E 1 E 1 D 1 R 1 T E X I S T I N G G R O U N D X - S E C T I O N S V A R . S E E E X I S T I N G G R O U N D E X I S T I N G G R O U N D W C 1 G R A D E T O T H I S L I N E 1 1 " 1 1 " 1 1 " G R A D E T O T H I S L I N E - L - S T A . 1 0 + 9 0 . 0 0 T O - L - S T A . 1 3 + 7 5 . 0 0 /// /// /// /// M I N . U E 2 3 " MIN.MIN.MIN.3"C2D2D1C1E2 LC LC - L - - L - A T T H E F O L L O W I N G L O C A T I O N S : U S E T Y P I C A L S E C T I O N N O . 1 S 6 " 6 " 5 ’ 1 ’ U U A T T H E F O L L O W I N G L O C A T I O N S : U S E T Y P I C A L S E C T I O N N O . 2 2:1 1 0 ’ 0 . 0 2 1 4 ’ W / G R R 1 X - S E C T I O N S V A R . S E E E X I S T I N G G R O U N D E X I S T I N G G R O U N D S 6 " 6 " 5 ’ 1 ’ U S E T Y P I C A L S E C T I O N N O . 3 1 2 ’ 1 4 ’ 1 " 0 . 0 4 0 . 0 4 P O I N T G R A D E S I D E W A L K - L - S T A . 1 5 + 4 3 . 6 5 ( B E G I N B R I D G E ) T O T T - L - S T A . 1 6 + 8 6 . 3 5 ( E N D B R I D G E ) T O - L - S T A . 2 2 + 5 0 . 0 0 - L - S T A . 1 3 + 7 5 . 0 0 T O - L - S T A . 1 5 + 4 3 . 6 5 ( B E G I N B R I D G E ) 0 . 0 2 0 . 0 2 2 ’ T Y P I C A L S E C T I O N N O . 1 V A R . 2 ’ A T T H E F O L L O W I N G L O C A T I O N : 1 ’ - 2 " V A R . V A R . 5 ’ - 6 " S E E S T R U C T U R E P L A N S C O R E D S L A B B R I D G E C 2 C 2 CL - L - CL-L-DETAIL SHOWING METHOD OF WEDGIN G N O T E : S E E P L A N S F O R S I D E W A L K L I M I T S C1C2D1D2 E X I S T I N G G R O U N D 6 ’ 9 ’ W / G R D 1 W 6 ’ 9 ’ W / G R 0 . 0 8 USE IN CONJUNCTION WITH TYPICAL SECTION N O . 1 U 6 ’ - 6 " T O 4 ’ M I N . 4 5 ’ ( O U T T O O U T ) C H O R D L O N G (FINAL PAVEMENT DESIGN) * ** * 1 8 ’ - 6 " - L - S T A . 1 6 + 8 6 . 3 5 ( E N D B R I D G E ) T Y P I C A L S E C T I O N N O . 2 V A R. 2:1 T O 4:1 (S E E X- S E C TI O N S) N O T E : S E E P L A N S F O R S I D E W A L K L I M I T S T Y P I C A L S E C T I O N N O . 3 1 " " 21 1 ’ - 3 " ( C L E A R R O A D W A Y ) 21 3 6 ’ - 1 0 " 21 1 8 ’ - 4 " 21 T O 6 ’ - 1 0 " 21 4 ’ - 4 M E T A L R A I L 2 B A R M E T A L R A I L 3 B A R " @ C B R G . 4 3 3 L F I N A L S U R F A C E T O E X I S T I N G P A V E M E N T . B Y T H E E N G I N E E R T O T I E P R O P O S E D N O T E : I N C I D E N T A L M I L L I N G A S D I R E C T E D 6 :1 3 ’ - 6 " 3 ’ - 6 " 0 ’ T O R O A D B I C Y C L E A C C O M O D A T I O N . 1 4 - F O O T L A N E U S E D F O R S H A R E T H E R O A D B I C Y C L E A C C O M O D A T I O N . 1 4 - F O O T L A N E U S E D F O R S H A R E T H E V A R . 2 3 ’ T O 2 3 ’ - 6 " E X I S T I N G S 9 . 5 B - L - S T A . 1 0 + 2 5 . 0 0 T O - L - S T A . 1 0 + 9 0 . 0 0 N O T E : O V E R L A Y E X I S T I N G P A V E M E N T W I T H 1 1 / 2 " O F 6 :1 2:1 4 : 1 8 ’ E X I S T I N G G R O U N D E X I S T I N G G R O U N D V A R. 2:1 T O 4:1 (S E E X- S E C TI O N S) 2’-6" CONCRETE CURB AND GUTTER.R1 C1D1PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE I19.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.TWNOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. 2" 2" PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, TWO LAYERS. AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OFOF WEDGING.)VARIABLE DEPTH ASPHALT PAVEMENT ( SEE DETAIL SHOWING METHOD SUEXISTING PAVEMENT.4" CONCRETE SIDEWALK.EARTH MATERIAL.P A V E M E N T S C H E D U L EAT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E1 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH, TOBE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.C2PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,D2GREATER THAN 4" IN DEPTH.TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2" IN DEPTH ORPROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TOTHAN 5" IN DEPTH.BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2 S L O P E F I L L Ground NaturalGeotextile1’ MIN. O u t l e t P i p e o r D i t c h S c o u r H o l e ( P S H ) S q u a r e P r e f o r m e d D PS R M M I N . 1 ’ T U C K W I T H N A T U R A L G R O U N D I N S T A L L L E V E L A N D F L U S H W I T H G E O T E X T I L E L I N E R : C L A S S B R I P R A P S l o p e F i l l G E O T E X T I L E Grade Ditch2’GEOTEXTILEGeotextile B G R O U N D N A T U R A L G E O T E X T I L E C P r o p o s e d D i t c h 24" RCP-IV 15"24"24" R E M O V E 15 " 2 G I C B C B C B C B C B C B C B CBCBCBCBCB 18" RCP-IV R E M O V E R E T A I N RE T A I N +41 +22 +30 2 G I 2 G I E S T . 7 S Y G E O T E X T I L E E S T . 2 T O N S C L B R I P R A P S E E D E T A I L 3 L A T E R A L G R A S S E D S W A L E S E E D E T A I L 5 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 I S S I P A T O R B A S I N R I P R A P E N E R G Y E S T 1 9 S Y G E O T E X T I L E E S T 1 9 T O N S R I P R A P S E E D E T A I L 6 R I P R A P P A D C O U N T E R S U N K SLAB JB w/RCP-IV 15"RCP-IV 15" R C P - I I I 1 8 " S E E D E TA IL 8 P S H (S T R U C T U R E P A Y I T E M ) F I L L S L O P E 1 . 5 : 1 T O S H L D P T C L A S S I I R I P R A P ( S T R U C T U R E P A Y I T E M ) T O E L E V 3 1 4 . 4 ’ C L A S S I I R I P R A P ( S T R U C T U R E P A Y I T E M ) T O E L E V 3 1 4 . 4 ’ C L A S S I I R I P R A P 36’-10 "REVISIO NS H Y D R A U L I C S 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 R / W S H E E T N O . 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 . 12-JUN-2014 09:49R:\Roadway\Proj\B-4659_Rdy_psh4.dgn$$$$USERNAME$$$$8/17/99 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 12’14’ 2’-6" C&G 2 ’ - 6 " C & G VAR. SIDEWALK5’-6"SKETCH SHOWING BRIDG E / P A V E M E N T R E L A T I O N S H I P F O R S T R U C T U R E P L A N S , S E E S H E E T S S - 1 T H R U S - ? F O R - L - P R O F I L E , S E E S H E E T N O . 5 (NOT T O S C A L E ) 0 4 LON G C H O R D *S T R U C T U R E D E S I G N ( S E E S T R U C T U R E P L A N S ) . L O N G C H O R D T O T H E C U R V E S E T B Y N O T E : T H E B R I D G E I S D E S I G N E D O N T H E *2 6’ 26’ VAR. I S A S T R U C T U R E P A Y I T E M . O N T H E B R I D G E A N D A P P R O A C H S L A B S N O T E : T H E C O N C R E T E S I D E W A L K L O C A T E D 6 ’ P . S . 6’ P.S. T R A N S I T I O N 2 5 : 1 C & G TRANSITION 25:1 C&G 4 B - 4 6 5 9 -L- STA. 15+43.65 BEGIN BRIDGE - L - S T A . 1 6 + 8 6 . 3 5 E N D B R I D G E -L- STA. 15+32.69 BEGIN APPROACH SLAB - L - S T A . 1 6 + 9 7 . 3 1 E N D A P P R O A C H S L A B P R O P . P A V E D S H O U L D E R P R O P . S I D E W A L K 6’-6" 4’ MIN. TO 6’-10 " 4’-4 " TO 42’-4 "SHOP CURVEDTYPE-III S H O P C U R V E D T YP E - I I I SHOP CURVEDTYPE-III S H O P C U RV E D TYP E - I I I - L- HAS BEEN REDUCED O N PARCEL 5. CEH 6/11/14.R/W REVISIO N : THE PERM ANENT DRAINAGE EASEM ENT (PDE) RIGHT O F -L- STA. 18+00 HAS BEEN INCREASED O N PARCEL 4. THE DRAINAGE/UTILITY EASEM ENT (DUE) LEFT O F -L- STA. 17+90 100’ T A P E R { { { R O = 8 4 ’ 12’14’ 1 2 ’ 14 ’ 2 ’- 6 " C & G 2 ’-6 " C &G S E = 0 . 0 4 2 0 ’ BASAL CREEK - L- - L - P I S t a 1 7 + 0 9 . 4 1 DL = 8 4 9 . 0 6 ’ T = 4 5 2 . 0 1 ’ R = 1 , 0 0 0 . 0 0 ’ POT Sta. 10+00.00 PC Sta. 1 2 + 5 7 . 4 0 P T S t a . 2 1 + 0 6 . 4 5 P O T S t a . 2 4 + 4 8 . 8 4 E N D T I P P R O J E C T B - 4 6 5 9 BEGIN TIP PROJ E C T B - 4 6 5 9 T YP .21’ + 7 8.4 5 L T . & R T . TYP.21’+85.40R=12’ NAD 83/ 95 TYP.21’+90.00 2 4 ’ 2 6 ’ 26’ 0 4 0 3 0 2 0 1 0 0 0 1 04030202 0 2 0003 0102 G RAU 3 5 0 TL- 2 G RA U 3 5 0 TL-2 GRAU 350 TL-2 - L - P O T S T A . 2 2 + 5 0 . 0 0 -L- POT STA. 1 0 + 2 5 . 0 0 15+00 2 0 + 0 0 +23 .94 + 9 4 .8 7 +07.42 +93.00 10+00 .TL REPAT ’001 .S .P ’4 33’ 8 :1 P .S . T R AN S . 8:1 P.S. TRANS. B AS A L C R E E K 04 6 ’ P .S . 6’ P.S.OF GUARDRAIL PAVE TO FACER=14’ E N D SI D E W A L K E N D C & G + 50. 00 2’ P. S. G U A R D R A I L S I D E W A L K W / T R A N S I T I O N G U A R D R A I L S I D E W A L K W / T R A N S I T I O N A A F E N C E D O N O T D I S T U R B T L- 2 G R A U 3 5 0 O F G U A R D R A I L P A V E T O F A C E TRANSITION PROP. SIDEWALK TO EXI S T I N G 0 2 0 2 23.5’20.5’ C SS MANHOLE 316.38 316.63 316.49 316.49 316.59 316.20 W W S 18" R C P S 24" RCP24" RCP CC C GATEDI Mulch Path Mulch P ath MulchPath 6’ CONC 6’ CONC FES EIPEIPECMECMEIP EIP 60.00’N 57 19’30" E266.75’N 3231’26" W85.18’S 62 17’17" W171.04’S 62 17’17" W70.95’N 0432’10" E142.95’N 0227’05" E295.69’ S 7747’00" E 230.16’ N 7718’59" W 30.88’S 35 02’17" W 188.50’ N 5 9 3 9’ 5 9 " W 5 9 7. 2 3’ N 62 23’35" E 214 .94’ N 0613’38" E320.57’ S 4 4 2 9 ’ 13 " E 19 0 . 0 2 ’ S 4 4 2 9 ’ 13 " E 19 0 . 2 3 ’ S 6 5 0 1’0 1" E 17 6.5 9’ N 1013’52" E 208.28’ N 1143’59" E 76.52’ EIP EIP BM 1999 PG 1962 TOWN OF HOLLY SPRINGSDB 8447 PG 2041TOWN OF HOLLY SPRINGSBM 1992 PG 1037DB 7197 PG 260 A N IT A G . C U R T IS 2 0 0 0 - E - 19 0 2 D B 3 6 0 6 P G 7 2 2 B M 2 0 0 0 P G 12 4 0 & E R IC A J . F O R M A N T C H R IS T O P H A E C . F O R M O N T D B 9 3 5 6 P G 17 4 0 B M 2 0 0 7 P G 2 9 3 B M 2 0 0 7 P G 2 9 3 TOP = 322.76’SS MHS 30" DIP YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYX Y Y Y Y YY Y Y Y Y Y Y X X X X X X X X X X Y Y Y Y Y Y Y Y Y Y Y Y Y RIP-RAP TANKS v { { { RIP-RAP SPILLW A Y (WIDTH VARIES)CONC SPILLWAY 2 S T FD C ONC GR - B L - 1 0 4 - B L - 1 0 3 - B L - 1 0 2 SS FORCE MH 48" CMP HE A D W ALL C O N C 60. 0 0’ 6 5. 00’ EIP B AS S LA K E R D .S R 1393 O L D E M I L L S B L U F F D R. BASS LAKE RD.SR 1393RECLAIMED WATERLINE MARKER E X IS T ING R / W E X IS T IN G R /W E XI S T I N G R/ W E X I S T I N G R/ W EXISTING R/W 18" RCP d PII Pb bP a b P bb Pb H H 2" PLAS. HOLLY SPRINGS EOIEOICENTURY LINK CENTURY LINK C E N T U R Y L I N K C E N T U R Y L IN K C E N T U R Y L I N K C E N T U R Y L IN K C E N T U R Y L IN K b HOLLY SPRINGS6" (AATUR)OFFBLOWEND/EORIHOLLY SPRINGS6" PLAS. RECLAIM WATER12" D.I. HOLLY SPRINGS PROGRESS ENERGY DUKE / D IT C H IN T H IS A R E A C A B L E E X P O S E D IN 31.44’+19.23 2 8 . 8 9 ’ + 1 5 . 5 6 31.91’ +45 .32 12’ GR 10" HDPE T E MPO R A R Y C O N ST R UC T IO N E A SE . (S T I L L I N L I T I G A T I O N ) D B 1 4 6 3 9 P G 2 4 2 7 G R E E N W A Y E A S E M E N T 2 0 ’ T O W N O F H O L L Y S P R I N G S (ST IL L IN LIT IG A T IO N ) D B 14639 PG 2427 G R EE N WA Y EA SE ME N T 20’ T O WN O F H O LL Y SPR IN G S D B 14 6 3 9 P G 2 4 2 7 ( S T IL L IN L IT IG A T IO N ) N 5 1 0 3 ’ 2 6 " W 2 7 . 3 5 ’ N 38 24’57" E 239.93’DB 14639 PG 2427 TOWN OF HOLLY SPRINGS CORPORATE LIMITS D B 1 4 6 3 9 P G 2 4 2 7 T O W N O F H O L L Y S P RI N G S C O R P O R A T E L I MI T S E A S E M E N T S T O W N O F H O L L Y S P R IN G S D B 13 3 2 5 P G 19 7 2 S A N D R A B L A N K S S IM P S O N D B 14 6 3 9 P G 2 4 2 7 31.23’+49.40 D B 8 4 4 7 P G 2 0 5 0 S P R I N G S T O W N O F H O L L Y B M 1 9 9 9 P G 1 9 6 2 - 4 B S T (WID T H V A R IE S ) BST ( WI D T H V A R I E S ) BEGIN TRAIL E N D T R A I L F U T U R E B R I D G E T O B E D O N E B Y O T H E R S F U T U R E G R E E N W A Y T R A I L 04010402 04030404 0407 040604050408 0 4 0 9 0 4 1 1 0 4 1 2 15"1 5 " R C P - I V 0 4 1 3 0 4 1 4 0 4 1 6 0 4 1 7 0 4 1 8 0 4 2 0 0 4 1 9 0 4 2 1 ( No t t o S c a l e ) 3:1 3:1DB b 1 " / F t . LATERAL G R A S S E D S W A L E Ground Natural DE T A I L 3 18" 18" 15 " RC P-IV 15 " RC P- IV 1 5 " R C P - I V 1 5 " FROM STA. 18+50 TO STA. 19+75 -L- (LT)FROM STA. 12+05 TO STA. 14+40 -L- (LT)Fill Slope2:1 or Flatterb= 2.0 Ft.d= 2.0 Ft.Type of Liner= CL B Rip-Rap b DETAIL 1( Not to Scale)TOE PROTECTIONd 0 4 2 2 0 4 2 3 RETAIN 2:1 2:1 EST. 363 SY GEOTEXTILE EST. 135 TONS CL B RIP RAP SEE DETAIL 1 TOE PROTECTIONEST. 11 SY GEOTEXTILE EST. 3 TONS CL B RIP RAP EST. 5 S Y GEOTEX T I L E EST. 1 T O N CL B RI P R A P E S T . 1 0 S Y G E O T E X T I L E E S T . 3 T O N S C L B R I P R A P E S T . 1 9 3 S Y G E O T E X T I L E E S T . 7 2 T O N S C L B R I P R A P S E E D E T A I L 1 T O E P R O T E C T I O N E S T . 1 1 S Y G E O T E X T I L E E S T . 1 1 T O N S C L I I R I P R A P S E E D E T A I L 2 E M B A N K M E N T R I P R A P A T 1 ’ PROPOSED BENT* { 0 4 1 5 b = 4 . 0 F t . B = 2 . 0 F t . M i n . D = 1 . 0 F t . FROM STA. 16+55 T O S T A . 1 8 + 1 5 . 3 - L - ( R T ) A A W P L A N V I E W S E C T I O N A - A ( 4 ’ m i n t y p . ) P e r m a n e n t S o i l R e i n f o r c e m e n t m a t t i n g ( P S R M ) S e e d w i t h n a t i v e g r a s s e s a t i n s t a l l a t i o n . P R E F O R M E D S C O U R H O L E D E T A I L 8 S T A . 1 4 + 5 0 - L - ( R T ) * N O T T O S C A L E B FILL SLO PE 2:1 2:1 P I P E ( d = 1 5 " O R 1 8 " ) IN F L O W 3 / 0 8 W = 4 . 0 f t D = 1 . 5 f t B = 4 . 0 f t n o t s h o w n f o r c l a r i t y ) ( R i p R a p i n b a s i n G R O U N D N A T U R A L ( 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 2:1 DB b d 2:1 1 " / F t . F R O M S T A . 1 7 + 2 0 T O S T A . 1 8 + 5 0 - L - ( L T ) D E T A I L 5 b = 5 . 0 F t . B = 2 . 0 F t . M a x . d = 1 . 1 F t . M i n . D = 1 . 1 F t . T y p e o f L i n e r = C L I I R i p - R a p G r o u n d N a t u r a l ( Not to Scale)RIP RAP AT EMBANKMENTFROM STA. 16+25 TO 16+50 -L- (LT & RT)*FROM STA. 15+65 TO 15+95 -L- (LT & RT)*FROM STA. 16+45 TO STA. 16+60 -L- (RT)DETAIL 2 Geotextile= 210syType of Liner= 210 TONS,CL II Rip-Rap 10’min.1.0’min. ( Not to Scale)COUNTER SUNK RIP RAP PADBd DETAIL 6 BOUNDARY B=WETLAND Max. d= 2.0 Ft. Ground NaturalGroundNatural Type of Liner= CL II Rip-RapFROM STA. 16+15 TO STA. 16+25 -L- (RT) E S T 8 6 S Y G E O T E X T I L E E S T 6 7 T O N S C A L S S I I R I P R A P F R O M S T A . 1 6 + 8 0 T O S T A . 1 7 + 2 0 P L A N F C D E T A I L 4 C S E C T I O N 2 : 1 2:1 Wo D I T C H 2: 1 + R I P R A P N O T S H O W N A P R O N 2 : 1 CL 2 : 1 2 :1+ R I P R A P N O T S H O W N G D I S S I P A T O R P O O L A P R O N 2:1 E 2: 1 D I T C H A W o D FILL SLO PE L ABCDEFG ( f t ) D I M . 4 ’ 2 ’ 2 ’ 2 ’ 1 0 ’ m i n 2 3 . 5 ’ 2 0 ’ CL L S e t c . G I 2:1 2 0 :1 ( N o t t o S c a l e ) F A L S E S U M P 2 . 0 ’ F R O M S T A . 1 9 + 6 4 T O S T A . 1 9 + 9 0 - L - L T D E T A I L 7 T r a f f i c F l o w O u t s i d e D i t c h 1.0’ M ax 0.5’ M in. S = D i t c h S l o p e E N E R G Y D I S S I P A T O R B A S I N C L A S S I I R I P - R A P P E D AP P R O X I M A T E A L L D I M E N S I O N S S E E D E T A I L 7 F S S E E D E T A I L 2 E M B A N K M E N T R I P R A P A T 35.00’ 3 5 . 0 0 ’ 7 0 . 0 0 ’ 7 3 . 0 0 ’ 4 6 . 0 0 ’ 4 0 . 0 0 ’ -L- +25.00 -L- +00.00-L- +90.00& 50.00’35.00’-L- +10.00& 50.00’35.00’-L- +57.40-L- +0 0 . 0 0 & 5 5 . 0 0 ’ 3 5 . 0 0 ’ -L- +3 0 . 0 0 & 5 5 . 0 0 ’ 3 5 . 0 0 ’ - L - + 3 5 . 0 0 & 7 0 . 0 0 ’ 3 5 . 0 0 ’ - L - + 2 5 . 0 0 - L - + 0 0 . 0 0 - L - + 2 5 . 0 0 & 8 5 . 0 0 ’ 3 5 . 0 0 ’ - L - + 0 0 . 0 0 - L - + 6 0 . 0 0 - L - + 0 6 . 4 5 - L - + 3 5 . 0 0 - L - + 5 5 . 0 0 & 5 0 . 0 0 ’ 3 5 . 0 0 ’ - L - + 5 0 . 0 0 - L - + 5 0 . 0 0 - L - + 0 6 . 4 5 - L - + 6 0 . 0 0 - L - + 8 0 . 0 0 & 8 5 . 0 0 ’ 5 5 . 0 0 ’ -L- +57.40& 55.00’ 40.00’-L- +90.00 1 2 3 4 5 6 - L - + 9 0 . 0 0 & 1 0 0 . 0 0 ’ 8 5 . 0 0 ’ - L - + 3 5 . 0 0 & 7 0 . 0 0 ’ 5 5 . 0 0 ’ -L- +75.00& 55.00’40.00’ 3 5 . 0 0 ’ 6 9 . 4 9 ’ 6 4 . 2 7 ’ 3 5 . 0 0 ’ - L - + 8 0 . 0 0 - L - + 0 0 . 0 0 1 3 0 . 0 0 ’ - L - + 6 5 . 0 0 1 3 5 . 0 0 ’ - L - + 4 0 . 0 0 -L- +30.00110.00’-L- +55.00115.00’35.00’50.00’-L- +35.00-L- +38.75 & 5 0 . 0 0 ’ & 4 3 . 0 0 ’ 3 5 . 0 0 ’ 3 5 . 0 0 ’ - L - + 5 0 . 0 0 - L - + 0 5 . 0 0 4 5 . 0 0 ’ + 7 2 . 0 0 - L - & 55.00’& 40.00’ 30.00’& 35.00’30.00’& 40.00’30.00’ & 1 0 0 . 0 0 ’ 5 5 . 0 0 ’ & 5 5 . 0 0 ’ & 4 5 . 0 0 ’ 3 5 . 9 8 ’ 3 4 . 9 8 ’ & 3 5 . 0 0 ’ 3 0 . 0 0 ’ + 4 8 . 0 0 - L - F C F FF F F F F F F F F F F F C C F C BEGIN GRADEEL = 321.47’ E N D G R A D E E L = 3 6 3 . 9 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 -L- STA. 10+90.00 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S 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 5 B - 4 6 5 9 12-JUN-2014 09:50R:\Roadway\Proj\B4659_Rdy_pfl_L.dgn$$$$USERNAM E$$$$ - L - S T A . 2 2 + 5 0 . 0 0 300 310 320 330 340 350 360 370PI = 13+75.00EL = 318.34’VC = 265’K = 65 P I = 1 8 + 7 5 . 0 0 E L = 3 3 3 . 3 4 ’ V C = 3 5 0 ’ K = 6 6 380 390290280270260250240230220 3 0 0 3 1 0 3 2 0 3 3 0 3 4 0 3 5 0 3 6 0 3 7 0 3 8 0 3 9 0 2 9 0 2 8 0 2 7 0 2 6 0 2 5 0 2 4 0 2 3 0 2 2 0 11+0010+0012+0013+00 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 END OVERLAY BEGIN OVERLAY-L- STA. 10+25.00BEGIN B R I D G E E N D B R I D G E - L - F O R S T R U C T U R E P L A N S , S E E S H E E T S S - 1 T H R U S - ? F O R - L - P L A N V I E W , S E E S H E E T N O . 4 (-)1.0982% ( + ) 3 . 0 0 0 0 % 74’ LT. ELEV. = 313.65’BM# 50 -L- ST A . 1 5 + 4 3 . 6 5 - L - S T A . 1 6 + 8 6 . 3 5 E L . = 3 2 5 . 5 4 ’ S K E W = 1 0 5 S P A N S = 1 @ 4 0 ’ , 1 @ 5 0 ’ , 1 @ 5 0 ’ 2 1 " C O R E D S L A B C - L - S T A . 1 6 + 1 5 . 0 0 L o DESIGN DISCHARGEDESIGN FREQUENCYBASE DISCHARGE CFSYRSYRSBASE FREQUENCYOVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGECFS CFS YRSFTFTFTDESIGN HW ELEVATIONBASE HW ELEVATION BRIDGE HYDRAULIC DATADATE OF SURVEYW.S. ELEVATIONAT DATE OF SURVEYFT = 25= 313.5= 100= 315.56= 11,500= 500+= 322.5= 5/24/13= 307.4 EL = 313.80’ -L- STA. 17+20.00 BEGIN LT DITCH GRADE EL = 322.90’ -L- STA. 18+50.00 END LT DITCH GRADE EL = 310.95’ -L- STA. 16+55.00 BEGIN RT DITCH GRADE EL = 315.00’ -L- STA. 18+15.30 END RT DITCH GRADE D I T C H L E G E N D L E F T D I T C H R I G H T D I T C H 1 8 " R C P ( + ) 7. 0 0 % ( + ) 2 . 5 3 % -L- STA. 14+64= 1,451= 2,763FT= 307.9ELEVATIONESTIMATED N.W.S. E L = 3 0 7 . 9 ’ N . W . S . ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S E N D B E N T E X C A V A T I O N ( S T R U C T U R E P A Y I T E M ) S E E S T R U C T U R E P L A N S C L A S S I I R I P R A P RR SPIKE IN 16" POPLAR 0 R R S P I K E I N 2 0 " P I N E E L E V . = 3 9 3 . 8 1 ’ S 0 3 2 8 ’ 5 6 " E D I S T ( R T . ) 4 1 8 ’ - L - S T A . 2 2 + 5 0 B M # 5 1 ( + ) 3 . 0 0 0 0 % ( +) 8.2 7 6 4 % P I = 2 1 + 5 0 . 0 0 E L = 3 5 6 . 1 0 ’ ( +) 8.2 7 6 4 % ( +) 7.8 0 0 0 % V C = 2 0 0 ’ K = 4 2 0 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7512-JUN-2014 09:47R:\Roadway\XSC\b4659_rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 320 3 2 0 325 3 2 5 315 3 1 5 1 0 + 0 0 . 0 0 320 3 2 0 325 3 2 5 315 3 1 5 1 0 + 5 0 . 0 0 315 3 1 5 320 3 2 0 325 3 2 5 1 1 + 0 0 . 0 0 315 3 1 5 320 3 2 0 325 3 2 5 310 3 1 0 1 1 + 5 0 . 0 0 315 3 1 5 320 3 2 0 325 3 2 5 310 3 1 0 1 2 + 0 0 . 0 0 X - 1 B - 4 6 5 9 - L - 2 . 5 5 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S 3 2 3 . 7 0 3 2 2 . 1 7 3 2 1 . 1 4 6 :1 4:1 0 . 0 2 5 0 . 0 0 5 320.88 3 2 0 . 4 8 2:1 0 . 0 2 0 0 . 0 2 0 320.41 15%DRIVEWAY 3 1 9 . 8 0 2:1 3:1 0 . 0 2 0 0 . 0 2 0 319.86 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7512-JUN-2014 09:47R:\Roadway\XSC\b4659_rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 315 3 1 5 320 3 2 0 325 3 2 5 310 3 1 0 1 2 + 5 0 . 0 0 315 3 1 5 320 3 2 0 325 3 2 5 310 3 1 0 1 3 + 0 0 . 0 0 315 3 1 5 320 3 2 0 325 3 2 5 310 3 1 0 1 3 + 5 0 . 0 0 315 3 1 5 320 3 2 0 325 3 2 5 310 3 1 0 1 4 + 0 0 . 0 0 X - 2 B - 4 6 5 9 - L - 2 . 5 5 3 1 9 . 2 1 2:1 2:1 0 . 0 2 3 0 . 0 2 3 319.27 3 1 8 . 8 5 2:1 2:1 0 .0 4 0 0 .0 4 0 318.70 3 1 8 . 6 3 2:1 2:1 0 .0 4 0 0 .0 4 0 318.79 3 1 8 . 5 9 2:1 2:1 0 .0 4 0 0 .0 4 0 319.26 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7512-JUN-2014 09:47R:\Roadway\XSC\b4659_rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 315 3 1 5 320 3 2 0 325 3 2 5 310 3 1 0 1 4 + 5 0 . 0 0 315 3 1 5 320 3 2 0 325 3 2 5 310 3 1 0 1 5 + 0 0 . 0 0 305 3 0 5 310 3 1 0 315 3 1 5 320 3 2 0 325 3 2 5 330 3 3 0 300 3 0 0 1 5 + 5 0 . 0 0 X - 3 B - 4 6 5 9 - L - 2 . 5 5 3 1 8 . 8 3 2:1 2:1 0 .0 4 0 0 .0 4 0 320.13 3 1 8 . 9 3 2:1 2:1 0 .0 4 0 0 .0 4 0 321.37 3 1 9 . 3 4 0 .0 4 0 0 .0 4 0 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7512-JUN-2014 09:47R:\Roadway\XSC\b4659_rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 305 3 0 5 310 3 1 0 315 3 1 5 320 3 2 0 325 3 2 5 330 3 3 0 300 3 0 0 1 6 + 0 0 . 0 0 310 3 1 0 315 3 1 5 320 3 2 0 325 3 2 5 330 3 3 0 335 3 3 5 1 6 + 5 0 . 0 0 310 3 1 0 315 3 1 5 320 3 2 0 325 3 2 5 330 3 3 0 335 3 3 5 1 7 + 0 0 . 0 0 X - 4 B - 4 6 5 9 - L - 2 . 5 5 3 0 5 . 9 7 0 .0 4 0 0 .0 4 0 3 1 4 . 1 0 0 .0 4 0 0 .0 4 0 3 2 0 . 1 8 1.50:1 2:1 0 .0 4 0 0 .0 4 0 2:1 2:1 3: 1 3 :1 327.30 3 1 2 . 0 9 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7512-JUN-2014 09:47R:\Roadway\XSC\b4659_rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 315 3 1 5 320 3 2 0 325 3 2 5 330 3 3 0 335 3 3 5 310 3 1 0 1 7 + 5 0 . 0 0 315 3 1 5 320 3 2 0 325 3 2 5 330 3 3 0 335 3 3 5 340 3 4 0 310 3 1 0 1 8 + 0 0 . 0 0 325 3 2 5 330 3 3 0 335 3 3 5 340 3 4 0 320 3 2 0 1 8 + 5 0 . 0 0 X - 5 B - 4 6 5 9 - L - 2 . 5 5 3 2 1 . 5 9 2:1 2:1 0 .0 4 0 0 .0 4 0 2:1 2:1 2:1 2:1 3: 1 3 :1 329.06 315.90 3 1 3 . 3 5 3 2 3 . 8 2 2:1 2:1 0 .0 4 0 0 .0 4 0 2:1 2:1 2:1 2:1 3: 1 3 :1 331.12 319.40 3 1 4 . 6 1 3 2 7 . 1 0 2:1 2:1 0 .0 4 0 0 .0 4 0 2:12:1 333.57 322.90 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7512-JUN-2014 09:47R:\Roadway\XSC\b4659_rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 330 3 3 0 335 3 3 5 340 3 4 0 325 3 2 5 1 9 + 0 0 . 0 0 335 3 3 5 340 3 4 0 345 3 4 5 330 3 3 0 1 9 + 5 0 . 0 0 340 3 4 0 345 3 4 5 350 3 5 0 355 3 5 5 335 3 3 5 2 0 + 0 0 . 0 0 345 3 4 5 350 3 5 0 355 3 5 5 360 3 6 0 2 0 + 5 0 . 0 0 350 3 5 0 355 3 5 5 360 3 6 0 2 1 + 0 0 . 0 0 X - 6 B - 4 6 5 9 - L - 2 . 5 5 3 3 1 . 8 0 3 :1 2:1 0 .0 4 0 0 .0 4 0 336.39 3 3 7 . 0 8 4 :1 3: 1 0 .0 4 0 0 .0 4 0 339.58 3 4 2 . 3 0 4 :1 2:1 4 : 1 0 .0 4 0 0 .0 4 0 342.53 343.15 3 4 7 . 0 4 4 :1 2:1 4 : 1 0 .0 4 0 0 .0 4 0 34 6 . 4 2 347.10 3 5 1 . 5 7 6 :1 2:1 4 : 1 0 . 0 3 0 0 . 0 3 0 35 0 . 3 5 351.38 00 00 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 2 5 2 5 2 5 2 5 3 0 30 3 0 30 3 5 35 3 5 35 4 0 40 4 0 40 4 5 45 4 5 45 5 0 50 5 0 50 5 5 55 5 5 55 6 0 60 6 0 60 6 5 65 6 5 65 7 0 70 7 0 70 7 5 75 7 5 7512-JUN-2014 09:47R:\Roadway\XSC\b4659_rdy_xpl_L.dgn$$$$USERNAME$$$$8/23/99 P R O J . R E F E R E N C E N O . S H E E T N O . 0 355 3 5 5 360 3 6 0 365 3 6 5 350 3 5 0 2 1 + 5 0 . 0 0 360 3 6 0 365 3 6 5 370 3 7 0 355 3 5 5 2 2 + 0 0 . 0 0 360 3 6 0 365 3 6 5 370 3 7 0 375 3 7 5 2 2 + 5 0 . 0 0 365 3 6 5 370 3 7 0 375 3 7 5 2 3 + 0 0 . 0 0 370 3 7 0 375 3 7 5 2 3 + 5 0 . 0 0 375 3 7 5 380 3 8 0 370 3 7 0 2 4 + 0 0 . 0 0 X - 7 B - 4 6 5 9 - L - 2 . 5 5 3 5 5 . 7 4 2:1 4 : 1 0 . 0 2 0 0 . 0 0 6 35 3 . 9 7 355.61 2 % 6 ’ 3 5 9 . 7 6 2:1 4 :1 4 : 1 0 . 0 2 0 0 . 0 1 8 3 5 7 . 2 1 3 5 7 . 5 6 4 ’ 7 ’ 2:1 3 6 3 . 9 0 2:1 4 : 1 0 . 0 2 0 3 6 1 . 5 1 2 ’ 2 ’ 4 :1 0 . 0 2 0 3 6 8 . 0 9 3 7 2 . 1 8 3 7 6 . 1 1