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Home My WebLink About20130643 Ver 1_Application_20130624 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 AND E NVIRONMENTAL A NALYSIS 1598 M AIL S ERVICE C ENTER R ALEIGH NC 27699-1598 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 June 24, 2013 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Amanda Fuemmeler NCDOT Coordinator Subject: Application for Section 404 Nationwide Permit 23, 13 and 33 and Section 401 Water Quality Certification for the proposed replacement of Bridge No. 271 over Irish Buffalo Creek on SR 1157 in Cabarrus County , Federal Aid Project No. BRSTP-1157(5), Division 10, TIP No. B-4973, Deb it $570 from WBS 40097.1.1. Dear Madam: The North Carolina Department of Transportation (NCDO T) proposes to replace Bridge No. 271 over Irish Buffalo Creek on SR 1157 with a three-span, 165’ long prestressed concrete girder bridge on the existing alignment. Traffic will be maintained during construction via an offsite detour. There will be 53 linear feet of permanent impacts due to realignment of a UT, 144 linear feet of bank stabilization under the bridge and at ditch/UT outl ets, and 0.05 acre (73 linear feet) of temporary stream impacts from two temporary causeway s and installation of bank stabilization. Please see enclosed copies of the Pre-Construction Not ification (PCN), EEP acceptance letter, stormwater management plan, permit drawings and de sign plans for the above- referenced project. The Programmatic Categorical Exclus ion (PCE) was completed in May 2011 and distributed shortly thereafter. Additional copies ar e available upon request. 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: 23 13 3 3 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Co rps? 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 mi tigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coast al counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of En vironmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Replacement of Bridge 271 over I rish Buffalo Creek on SR 1157 2b. County: Cabarrus 2c. Nearest municipality / town: Concord 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-4973 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Departm ent 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) 707-6108 3g. Fax no.: (919) 212-5785 3h. Email address: ekcheely@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:35.38596 Longitude: - 80.57944 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 3 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, e tc.) to proposed project: Irish Buffalo Creek 2b. Water Quality Classification of nearest receiving w ater: C 2c. River basin: Yadkin 3. Project Description 3a. Describe the existing conditions on the site and th e general land use in the vicinity of the project at t he time of this application: The land use within the vicinity of the project consists of about 5% forest land (including mixed hardwood forests), 90% developed or disturbed lands (commercial/industrial d evelopment, roadsides and residential areas) and 5% cultivated land (agricultural fields and pastures). 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all exis ting streams (intermittent and perennial) on the pr operty: 425 3d. Explain the purpose of the proposed project: The purpose of this project is to replace a functional ly obsolete bridge (deck geometry of 2 out of 9). 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves replacing a 135-foot three-span bridge with a 165-foot long, three-span prestresse d concrete girder bridge on the existing alignment, maintaining traff ic via an offsite detour during construction. Standard road building equipment, such as trucks, dozers, and cranes will be us ed. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinat ions by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: Only perennial streams, no JD needed earli er Yes No Unknown 4b. If the Corps made the jurisdictional determinat ion, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: NCDOT Other: 4d. If yes, list the dates of the Corps jurisdiction al determinations or State determinations and attac h documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the pas t? 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 proje ct (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, th en complete this question for each wetland area impact ed. 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 Yes No Corps DWQ Site 2 P T Yes No Corps DWQ Site 3 P T Yes No Corps DWQ Site 4 P T Yes No Corps DWQ 2g . Total wetland impacts 0 Permanent 0 Temporary 2h. Comments: No wetlands within construction limits 3. Stream Impacts If there are perennial or intermittent stream impact s (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 Bank Stabilization Irish Buffalo Creek PER INT Corps DWQ 40 124 Site 1 P T Installation of Bank Stabilization Irish Buffalo Creek PER INT Corps DWQ 40 20 (<0.01ac) Site 1 P T Temporary Causeways Irish Buffalo Creek PER INT Corps DWQ 40 53 (0.05ac) Site 2 P T Stream relocation UT2 to Irish Buffalo Creek PER INT Corps DWQ 3.5 53 Site 2 P T Bank Stabilization Irish Buffalo Creek PER INT Corps DWQ 40 20 Site 3 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 197 Perm 73 Temp (0.05ac Temp) 3i. Comments: The temporary causeways will be used fo r both the removal of the existing bridge as well a s the construction of the new drilled piers. The impact due to the drille d piers will be 43 sq ft. The lengthwise extent of the temporary impacts from the causeway is included within the limits of the pe rmanent impacts from bank stabilization. The temporar y causeway will be comprised of Class II riprap, and the portion on the banks will be left after construction as bank stabilizat ion under the bridge. UT2 will likely be relocated (shifted to the north) to accommodate the construction of the causeways. There wi ll be additional bank stabilization on Irish Buffalo Creek at two ditch o utlets as well as at the outlet of UT2. 5 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuar ies, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impact s 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 O3 P T O4 P T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: No open water within construction limit s. 5. Pond or Lake Construction If pond or lake construction proposed, then complete th e 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 Excavated Flooded Filled Excavat ed 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, th en complete the chart below. If yes, then individuall y list all buffer impacts below. If any impacts require mitigation, th en 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: This project is not located within a pr otected buffer area. 7 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or mi nimize the proposed impacts in designing project. The bridge will be replaced on the existing alignmen t. Despite the slight raise in grade, the roadway sl opes in the northeast quadrant were kept tight to avoid lengthy impacts to the parallel UT2 to Irish Buffalo Creek. N o water will directly discharge from the new bridge to the creek. Drainage systems within the project area outlet to ri prap pads. Systems on the east side of the bridge outlet into a ditch and existing ditches have been riprapped to s tabilize them. There will be promotion of sheet flow and infiltrati on with grass shoulders except where there is curb and gutter around the bridge. The removal/excavation of existing road fill under the new bridge will improve bridge conve yance and reduce the bridge opening velocities. 1b. Specifically describe measures taken to avoid or mi nimize the proposed impacts through construction techni ques. Best Management Practices (BMPs) will be utilized duri ng construction to attempt to reduce the stormwater im pacts to the receiving stream due to erosion and runoff. Traf fic will be maintained during construction via an offsi te detour, eliminating the need to increase the construction foot print to construct an onsite detour. The temporary cau seways will still leave over 19’ of stream width open on the th alweg side, allowing sufficient maintenance of flow dur ing construction. 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 Q uantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Prog ram 4a. Approval letter from in-lieu fee program is att ached. Yes 4b. Stream mitigation requested: 53 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acr es 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: The NCDOT does not propose mitigation for the 73 linear feet (0.05ac) temporary impacts fr om the temporary causeways and installation of bank stabilization, nor d oes it propose mitigation for the bank stablization i mpacts. These impacts do not require fill in the stream bed and, t herefore, under Section 404 of the Clean Water Act, d o not constitute Loss of Waters of the U.S. and are not subject to compensat ory mitigation. Furthermore, the proposed bank stabi lization activities total less than 150 linear feet per stream and are n ecessary to prevent erosion and sedimentation, i.e. pr eventing bank destabilization. 5. Complete if Using a Permittee Responsible Mitiga tion Plan 8 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation pla n. 6. Buffer Mitigation (State Regulated Riparian Buff er Rules) – required by DWQ 6a. Will the project result in an impact within a prot ected 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 mit igation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to pr ivate mitigation bank, permittee responsible riparian buffer restoration, p ayment into an approved in-lieu fee fund). 6h. Comments: 9 E. Stormwater Management and Diffuse Flow Plan (re quired by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffe rs identified within one of the NC Riparian Buffer Protection Rule s? Yes No 1b. If yes, then is a diffuse flow plan included? If not, explain why. Comments: If required from 1a, see attached bu ffer 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 Manageme nt Plan? Yes No 2c. If this project DOES NOT require a Stormwater Ma nagement Plan, explain why: 2d. If this project DOES require a Stormwater Manag ement Plan, then provide a brief, narrative descripti on of the plan: See attached permit drawings. 2e. Who will be responsible for the review of the St ormwater 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 stormw ater 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 stormw ater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan wit h proof of approval been attached? Yes No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the ap propriate requirements? Yes No N/A 5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of publi c (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. If you answered “yes” to the above, does the pr oject 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 docu ment review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: Programmatic Categorical Exclusion (PCE) app roved 5/5/11 Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (1 5A 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 abo ve 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 dow nstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qua litative or quantitative cumulative impact analysis i n accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. Due to the minimal transportation impact resulting f rom this bridge replacement, this project will neithe r influence nearby land uses nor stimulate growth. Therefore, a detai led indirect or cumulative effects study will not be n ecessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods a nd disposition (non-discharge or discharge) of waste water generated from the proposed project, or available capacity of the sub ject facility. not applicable (Version 1.2; Released July 2012) 40097.1.1 B-4973 County(ies):Cabarrus Page 1 of 1 Project Type:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Design/Future:Existing: Surrounding Land Use: Residential, Business and Farmland 0.181 miles 6450/ 9900 0.46 Project Built-Upon Area (ac.) Proposed Project Existing Site Project Length (lin. Miles or feet): Buffer Rules in Effect Project Description None No NCDWQ Surface Water Classification for Primary Receiving Water 303(d) Impairments: River Basin(s): Primary Receiving Water: Class C Other Stream Classification: City/Town: 1020 Birch Ridge Rd Address: Concord 919-707-6711 Cabarrus ac. General Project Narrative:The project consists of replacing Bridge #71 on SR 1157 (Wilshire Ave) over Irish Buffalo Creek. The approach work will consist of raising the existing roadway grade and providing grass shoulders and guardrails. Bridge # 71 existing 3 span structure (135" total length) will be replaced with a 3 span (2 @ 50' and 1 @ 60' prestressed concrete girder bridge) 160' total length. Best Management Practices: - Promotion of sheet flow and infiltration with grass shoulders except where curb and gutter around the bridge. -Drainage systems outlet to rip rap pad. Systems on the east side of the bridge outlet into the ditch. Existing ditches have been rip rapped to stabilize. -Removal of existing road fill under bridge will improve bridge conveyance and reduce the bridge opening velocties Typical Cross Section Description: References 0.74 Average Daily Traffic (veh/hr/day): ac. North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR LINEAR ROADWAY PROJECTS Galen Cail Bridge Replacement General Project Information Address: 12/14/2012 Raleigh, NC 27610 Project/TIP No.: NCDOT Contact: Project No.:40097.1.1 B-4973 Contractor / Designer: gcail@ncdot.gov Yadkin-Pee Dee 13-17-9-(2) 2 12 ft. lanes with 6 ft shoulders (4' paved) Bridge will be 2 12 ft lanes wth 5.5 ft sidewalk and 5.5 ft wide shoulder. 2 11 ft. lanes with variable shoulder width. Bridge is 2 10 ft. lanes with 1 ft shoulder. N/A NCDWQ Stream Index No.: Supplemental: Primary: Irish Buffalo Creek A W e b b R d .W il s h i r e Ave. Ir i s h B u ff a l o C r e e k B r a n c h T h r ee M i l e O l d Z i on C hu r c h R d . M a no r A v e . U n i on S t . S R 1157 (3 (3 (49 %601 %601 (73 S R 10 0 7 N o rf o l k S ou t h e r n R d .C h a r l o tt e S R 1335 S R 1 1 55 S R 11 5 5 R ob e r t a R d .S R 13 04 S R 1 1 5 5 SR 1482 RR Vicinity Map Propst BEGIN Concord Pop. 63,429 C it y L i m i t C it y L i m i t END PROJECT PROJECT 4 -L- STA. 12+00.00 BEGIN TIP PROJECT B-4973 -L- STA. 21+60.00 END TIP PROJECT B-4973 WILSHIRE AVE. SR 1157 CREEK IRISH BUFFALO - Offsite Detour BEGIN BRIDGE END BRIDGE TO US 601 TO CONCORD FUNC. CLASS=COLLECTOR *SUB-REGIONAL TIER W. T. BEST G. E. BREW, PE CABARRUS COUNTY BRIDGE NO. 271 OVER IRISH BUFFALO CREEK ON SR 1157 (WILSHIRE AVE.) GRADING, DRAINAGE, PAVING AND STRUCTURE 25 50 100 50 25 50 100 50 5 10 20 10 DHV D T = = = = = = 6,450 9,900 9 60 4 50 % % MPH ADT ADT 2012 2035 DUAL 3% DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS + OCTOBER 24, 2012 N S R S 2007 NAD 83 / %** **TTST 1% *V 0 0 0 PROFILE (HORIZONTAL) 40097.1.1 PE 40097.2.1 R/W & UTIL BRSTP-1157(5) BRSTP-1157(5) 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 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 B-4973 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 0 0 See Sheet 1-A For Index of Sheets $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 1000 Birch Ridge Dr., Raleigh NC, 27610 C O N T R A C T : T I P P R O J E C T : B - 4 9 7 3 -L- STA. 16+27.00 -L- STA. 17+87.00 LENGTH OF ROADWAY TIP PROJECT B-4973 = 0.152 MI. LENGTH OF STRUCTURE TIP PROJECT B-4973 = 0.030 MI. TOTAL LENGTH OF PROJECT B-4973 = 0.182 MI. A R T M E N N A S O H D E P T O F T R A S P O R T T I O N T A T E O F N R T C A R O L I N A OF THE CITY OF CONCORD WITHIN THE MUNICIPAL BOUNDARIES TO THE LIMITS ESTABLISHED BY METHOD III CLEARING ON THIS PROJECT SHALL BE PERFORMED -L- NOVEMBER 19, 2013 SITE 1 SURFACE WATER IMPACTS PERMIT R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l\ D r a w i n g s \ b 4 9 7 3 _ h y d _ p r m _ w e t _ t s h . d g n a m k e e t e r 3 /1 /2 0 1 3 SITE 2 SHEET __ OF __ PERMIT DRAWING TEMP. CAUSEWAY S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY TS TS TS TS TS TS S S SITE 2 SITE 1 0’100’200’300’100’ SCALE 1"=100’ R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l\ D r a w i n g s \ B 4 9 7 3 _ H y d _ p r m _ w e t . d g n a m k e e t e r 3 /1 /2 0 1 3 S S SHEET 2 OF __ PERMIT DRAWING R ET A I N R ET A I N R E T A I N R ET A I N RETAIN D R ET A I N RETAIN R E T A I N RETAIN C L A SS II R I P R A P T B T B T B T B T B T B T B T B T B T B T B R E M OV E F l a t t e r 4 :1 o r D 2 :1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+50 TO STA. 14+00 -L- LT DETAIL ’A’ Min. D= 2.0 Ft. Ground Natural Slope Ditch Front T=0.33 n=0.045 s= 0.003FT/FT d= 1.61FT V= 2.66FPS Q(10)= 15.3CFS Sta.= 12+50 - 14+35 L LT S EE D ET A I L ’A ’ CB R ET A I N T B EXCAVATION EXCAVATION T B 30 " 1 5 " D 30 " CB CB w / 2 E l b o w s 15 " C S P EST. Geotextile 120 S.Y. EST. 35 TONS CLASS I RIP RAP D 18+25 -L- End SBG ELB ELB D RETAIN T yp e ’D ’2GI 55 S.Y. EST. Geotextile EST. 15 TONS CLASS I RIP RAP R E M OV E 2GI TB (S T R U C T U R E P AY I TE M ) 21 S.Y. EST. Geotextile EST. 8 TONS CLASS B RIP RAP 5 S.Y. EST. Geotextile EST. 1 TONS CLASS B RIP RAP 30" TO JB CONVERT DI DI 4’ of 15" w/MH JB 15 " RC P - I V 15 " RC P -I V SEE DETAIL B 2 :1 2 :1 D ( Not to Scale) STANDARD BASE DITCH B d Geotextile: Est. 700 sq. ft. Rip Rap: Est. 15 ton Cl I Excavation: Est. 90 cu yds FROM STA. 17+05 TO STA. 17+45 -L- Lt DETAIL B B= 6.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class I Rip-Rap Geotextile S EE D ET A I L C S EE D E T A I L C ( Not to Scale) RIP RAP AT EMBANKMENT Rip Rap 80 TONS Geotextile= 110 sy FROM STA. 17+30 -L- Lt Cl. II Rip Rap 90 TONS Geotextile= 125 sy FROM STA. 16+85 -L- Lt Cl. II Rip Rap 7 TONS Geotextile= 15 sy FROM STA. 17+15 -L- Lt Cl. I Rip Rap 15 TONS Geotextile= 55 sy FROM STA. 16+50 -L- Lt Cl. I DETAIL C Grade Ditch 1.5 GEOTEXTILE 10’min. 1.0’min. E X I S T . E X I S T . 15 +0 0 20 +00 0 2 0 0 0 1 0 2 0 2 0 1 0 0 0 1 0 2 0 2 0 2 0 2 0 2 0 3 0 3 0 4 0 4 0 4 0 4 03 0 3 02 0 2 01 00 01 02 02 01 00 04 03 02 1 3 5 2 4 6 7 C C F F F F F F F F F F F C C C F F F F F F F F F F F C C C C S E T A M I X O R P P A E T A M I XO R PP A #271 ARMORY BRICK 1-STORY GARAGE BLOCK 1-STORY METAL 1-STORY WAREHOUSE METAL BRICK 1-STORY 8 ’ C H L W / B A RB W I R E 8 ’ C H L W / B A RB W I R E 8 ’ C H L W / B A RB W I R E 12 "D I P 12 "D I P 12 "D I P 12 "D I P 8 " P V C 12 "P V C 12 "D I P METAL SIDING 1-STORY 4 2 " D I P 4 2 " D I P 12 " D I P 12 " D I P 12" DIP WAREHOUSE 1-STORY BRICK 8’CHL W/ BARB WIRE STAIRS CONCRETE B S T - P R I VA TE R UN W AY 20 ’ B S T B S T B S T B S T B S T GRAVEL B S T B S T B S T CONC. BST S R 1157 W I L S H I R E AV E NU E S W 24 " RC P 24 " RC P 24 " RC P 24 " RC P 24 " R C P 30 " RC P 1 5 " RC P 72" CMP TOP=583.30’ TOP=582.42’ TOP=579.98’ TOP=580.13’ UNABLE TO OPEN TOP=580.95’ 4 8 "D I P 4 8 "D I P 4 8 "D I P INV=569.79’INV=569.99’ 18 " RC P TOP=585.89’ DI DI DI DI A FF O R DA B LE S T O R AG E CHAD EUGENE SMITH KAREN HUNTLEY JAMES HUNTLEY CAROL P. BRADFORD DONALD W. BRADFORD CRAVER PROPERTIES OF CONCORD, LLC 3 0 " C M P -EL- ELEV=581.76’ 41 LEFT -BL- STA 7+74 BM #1 DI 6 0 . 0 0 ’ EXISTING R/W E X I S T I NG R /W E X I S T I NG R /W EIP 4 S B W 4 SBW 4 S B W EIP THE UNITED STATES OF AMERICA B S T 60.00’ 68.00’ 68.00’ 40 .0 0 ’ 60.00’ 4"STEEL 4"STEEL 4 "S TEEL 4 "S T EEL C 8 "UNK T Y P E 8 "UNK T Y P E 8 "UNK T Y P E 8"UNK TYPE 8"UNK TYPE 6 "UNK T Y P E UNK S I ZE & T Y P E 6 0 .00 ’ E X I S T I NG R /W EXISTING R/W SR 1157 WILSHIRE AVENUE SW 20’ BST C R E E K I R I S H B U F F A L O RCP 30" LYNNE HACKNEY GLENN B. HACKNEY, JR JPL HOLDINGS II, LLC K 10 3 1 K 10 3 2 4 8 " W OOD HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 4 B-4973 NAD 8 3 / N S R S 2 007 TEMP. CAUSEWAY S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY TS TS TS TS TS TS S S SITE 2 SITE 1 0’100’200’300’100’ SCALE 1"=100’ R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l\ D r a w i n g s \ B 4 9 7 3 _ H y d _ p r m _ w e t . d g n a m k e e t e r 3 /1 /2 0 1 3 S S SHEET __ OF __ PERMIT DRAWING R ET A I N R ET A I N R E T A I N R ET A I N RETAIN D R ET A I N RETAIN R E T A I N RETAIN C L A SS II R I P R A P T B T B T B T B T B T B T B T B T B T B T B R E M OV E F l a t t e r 4 :1 o r D 2 :1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+50 TO STA. 14+00 -L- LT DETAIL ’A’ Min. D= 2.0 Ft. Ground Natural Slope Ditch Front T=0.33 n=0.045 s= 0.003FT/FT d= 1.61FT V= 2.66FPS Q(10)= 15.3CFS Sta.= 12+50 - 14+35 L LT S EE D ET A I L ’A ’ CB R ET A I N T B EXCAVATION EXCAVATION T B 30 " 1 5 " D 30 " CB CB w / 2 E l b o w s 15 " C S P EST. Geotextile 120 S.Y. EST. 35 TONS CLASS I RIP RAP D 18+25 -L- End SBG ELB ELB D RETAIN T yp e ’D ’2GI 55 S.Y. EST. Geotextile EST. 15 TONS CLASS I RIP RAP R E M OV E 2GI TB (S T R U C T U R E P AY I TE M ) 21 S.Y. EST. Geotextile EST. 8 TONS CLASS B RIP RAP 5 S.Y. EST. Geotextile EST. 1 TONS CLASS B RIP RAP 30" TO JB CONVERT DI DI 4’ of 15" w/MH JB 15 " RC P - I V 15 " RC P -I V SEE DETAIL B 2 :1 2 :1 D ( Not to Scale) STANDARD BASE DITCH B d Geotextile: Est. 700 sq. ft. Rip Rap: Est. 15 ton Cl I Excavation: Est. 90 cu yds FROM STA. 17+05 TO STA. 17+45 -L- Lt DETAIL B B= 6.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class I Rip-Rap Geotextile S EE D ET A I L C S EE D E T A I L C ( Not to Scale) RIP RAP AT EMBANKMENT Rip Rap 80 TONS Geotextile= 110 sy FROM STA. 17+30 -L- Lt Cl. II Rip Rap 90 TONS Geotextile= 125 sy FROM STA. 16+85 -L- Lt Cl. II Rip Rap 7 TONS Geotextile= 15 sy FROM STA. 17+15 -L- Lt Cl. I Rip Rap 15 TONS Geotextile= 55 sy FROM STA. 16+50 -L- Lt Cl. I DETAIL C Grade Ditch 1.5 GEOTEXTILE 10’min. 1.0’min. E X I S T . E X I S T . 15 +0 0 20 +00 0 2 0 0 0 1 0 2 0 2 0 1 0 0 0 1 0 2 0 2 0 2 0 2 0 2 0 3 0 3 0 4 0 4 0 4 0 4 03 0 3 0 2 0 2 0 1 0 0 01 02 0 2 01 0 0 0 4 0 3 02 1 3 5 2 4 6 7 C C F F F F F F F F F F F C C C F F F F F F F F F F F C C C C S E T A M I X O R P P A E T A M I X O R P P A #271 ARMORY BRICK 1-STORY GARAGE BLOCK 1-STORY METAL 1-STORY WAREHOUSE METAL BRICK 1-STORY 8 ’ C H L W / B A R B W I R E 8 ’ C H L W / B A RB W I R E 8 ’ C H L W / B A RB W I R E 12 "D I P 12 "D I P 12 "D I P 12 "D I P 8 " P V C 12 "P V C 12 "D I P METAL SIDING 1-STORY 4 2 " D I P 4 2 " D I P 12 " D I P 12 " D I P 12" DIP WAREHOUSE 1-STORY BRICK 8’CHL W/ BARB WIRE STAIRS CONCRETE B S T - P R I VA T E R UN W A Y 20 ’ B S T B S T B S T B S T B S T GRAVEL B S T B S T B S T CONC. BST S R 1157 W I L S H I R E AV E NU E S W 24 " RC P 24 " RC P 24 " RC P 24 " RC P 24 " R C P 30 " RC P 1 5 " RC P 72" CMP TOP=583.30’ TOP=582.42’ TOP=579.98’ TOP=580.13’ UNABLE TO OPEN TOP=580.95’ 4 8 "D I P 4 8 "D I P 4 8 "D I P INV=569.79’INV=569.99’ 18 " RC P TOP=585.89’ DI DI DI DI A FF O R DA B LE S T O R AG E CHAD EUGENE SMITH KAREN HUNTLEY JAMES HUNTLEY CAROL P. BRADFORD DONALD W. BRADFORD CRAVER PROPERTIES OF CONCORD, LLC 3 0 " C M P -EL- ELEV=581.76’ 41 LEFT -BL- STA 7+74 BM #1 DI 6 0 . 0 0 ’ EXISTING R/W E X I S T I NG R /W E X I S T I NG R /W EIP 4 S B W 4 SBW 4 S B W EIP THE UNITED STATES OF AMERICA B S T 60.00’ 68.00’ 68.00’ 40 .0 0 ’ 60.00’ 4"STEEL 4"STEEL 4 "S TEEL 4 "S T EEL C 8 "UNK T Y P E 8 "UNK T Y P E 8 "UNK T Y P E 8"UNK TYPE 8"UNK TYPE 6 "U NK T Y P E UNK S I ZE & T Y P E 6 0 .00 ’ E X I S T I NG R /W EXISTING R/W SR 1157 WILSHIRE AVENUE SW 20’ BST C R E E K I R I S H B U F F A L O RCP 30" LYNNE HACKNEY GLENN B. HACKNEY, JR JPL HOLDINGS II, LLC K 10 3 1 K 10 3 2 4 8 " W OOD HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 4 B-4973 NAD 8 3 / N S R S 2 007 5 59 5 6 0 5 6 1 5 6 1 5 6 1 5 6 2 5 62 5 62 56 2 56 2 56 2 56 3 5 63 5 6 3 5 6 3 563 5 63 563 5 6 3 56 3 564 56 4 5 6 4 564 5 6 4 5 6 4 564 56 4 5 64 5 6 4 5 6 5 565 5 6 5 5 6 5 5 6 5 565 565 5 6 5 5 6 5 5 6 5 5 6 5 56 5 5 6 5 5 65 5 6 5 565 5 6 5 566 566 5 6 6 566 5 6 6 5 6 6 5 6 6 5 6 6 56 6 5 66 5 66 566 566 5 66 567 5 67 567 567 5 6 7 567 567 56 7 5 6 7 5 6 7 56 7 5 6 7 567 56 7 567 56 7 567 568 568 568 568 56 8 56 8 5 6 8 56 8 5 6 8 568 5 6 8 56 8 5 6 8 56 8 568 569 569 5 6 9 56 9 569 5 6 9 5 6 9 5 69 569 5 6 9 569 569 5 6 9 56 9 5 6 9 5 6 9 56 9 57 0 5 7 0 570 570 570 5 7 0 570 57 0 570 5 7 0 5 70 57 0 5 70 5 7 0 570 57 0 5 7 0 5 7 0 5 70 5 7 0 5 7 0 570 5 7 0 5 7 0 5 7 0 57 0 570 5 70 57 0 5 7 0 570 570 570 57 0 5 7 0 5 7 0 5 7 0 57 0 57 0 5 7 0 57 0 57 1 5 7 1 5 7 1 571 5 71 571 571 5 7 1 5 7 1 57 1 57 1 571 57 1 5 7 1 5 7 1 5 71 571 57 1 571 571 571 5 7 1 5 7 1 57 1 57 1 57 1 57 1 571 5 7 1 571 57 1 57 1 57 1 57 1 571 57 1 571 5 7 1 5 7 1 571 5 71 57 1 57 1 5 71 572 572 5 7 2 5 72 57 2 5 72 5 7 2 5 7 2 572 5 7 2 572 5 72 5 72 5 72 57 2 572 572 5 7 2 57 2 5 7 2 5 7 2 572 5 7 2 5 7 2 5 7 2 5 7 2 5 7 2 572 5 7 2 572 57 2 57 2 5 7 2 57 2 572 5 7 2 5 7 2 572 5 72 572 57 2 572 57 2 57 2 5 7 2 57 2 57 2 57 2 572 572 57 2 57 2 57 2 5 72 572 57 2 572 5 7 2 57 2 5 72 57 2 57 2 572 5 72 5 7 2 5 72 57 2 57 2 5 7 3 5 7 3 5 7 3 57 3 5 73 5 7 3 573 573 5 73 5 73 5 7 3 57 3 573 573 5 7 3 5 7 3 5 7 3 57 3 57 3 5 7 3 5 73 5 7 3 57 3 57 3 5 7 3 5 7 3 573 57 3 5 7 3 5 7 3 573 5 73 573 573 57 3 5 7 3 573 57 3 573 5 7 3 57 3 5 7 3 573 57 3 5 7 3 5 73 57 3 57 3 5 7 3 57 3 57 3 5 7 3 5 7 3 57 3 5 7 3 5 7 4 57 4 57 4 5 7 4 5 7 4 5 7 4 574 574 5 74 574 574 574 574 5 7 4 574 57 4 57 4 5 7 4 5 7 4 5 7 4 5 7 4 5 7 4 574 574 5 7 4 5 7 4 57 4 5 7 4 57 4 5 7 4 574 5 7 4 57 4 57 4 57 4 5 7 5 5 7 5 57 5 5 7 5 5 75 575 575 57 5 575 57 5 575 575 575 575 57 5 575 575 5 7 5 5 7 5 57 5 5 75 57 5 5 7 5 575 5 75 5 7 5 57 5 5 7 5 5 7 5 5 7 5 57 5 5 7 5 57 5 575 575 5 75 575 57 5 5 7 5 5 75 575 575 575 575 575 57 5 57 5 5 7 5 57 5 5 7 5 5 7 5 575 57 5 57 5 57 5 5 7 5 5 75 57 6 57 6 5 7 6 57 6 57 6 5 7 6 5 7 6 576 576 5 7 6 576 5 7 6 576 57 6 576 5 7 6 5 7 6 5 7 6 576 576 576 57 6 57 6 5 7 6 5 7 6 576 5 76 5 7 6 5 7 6 576 576 57 6 576 576 57 6 5 76 57 6 57 6 576 5 7 6 57 6 57 6 57 7 5 7 7 577 577 577 5 77 577 5 7 7 577 57 7 57 7 5 7 7 577 577 57 7 5 77 5 7 7 5 7 7 5 7 7 5 7 7 5 7 7 57 7 5 7 7 577 57 7 577 5 7 7 5 7 7 577 577 577 577 577 5 7 7 5 7 7 577 5 7 7 5 7 7 577 577 577 577 5 7 7 57 7 57 7 5 7 7 57 7 577 5 7 7 57 7 57 7 57 7 5 7 8 57 8 578 57 8 5 7 8 578 57 8 5 7 8 5 7 8 578 5 7 8 578 5 78 57 8 578 578 578 578 5 78 57 8 578 5 78 578 578 578 578 578 5 7 8 5 7 8 57 8 57 8 5 7 8 578 57 8 57 8 578 578 5 78 578 57 8 578 5 7 8 5 7 8 57 8 5 7 8 57 9 5 7 9 57 9 579 579 579 579 579 57 9 579 5 79 57 9 57 9 5 79 57 9 5 7 9 579 579 579 579 579 57 9 579 5 7 9 5 7 9 5 7 9 5 79 5 7 9 579 5 7 9 57 9 5 7 9 57 9 5 7 9 57 9 580 5 8 0 5 8 0 5 8 0 580 580 58 0 580 5 8 0 58 0 58 0 5 8 0 580 58 0 580 580 580 580 5 8 0 58 0 580 58 0 58 0 580 580 58 0 5 8 0 58 0 58 0 5 80 5 80 580 5 8 0 58 0 5 8 0 5 8 0 5 8 0 58 0 5 8 0 5 8 0 580 580 580 5 8 0 5 8 0 580 580 580 5 80 580 5 8 1 5 8 1 581 581 5 81 58 1 5 81 581 5 8 1 5 8 1 581 58 1 5 81 5 8 1 58 1 5 8 1 5 8 1 5 8 1 58 1 581 5 8 1 581 5 81 5 8 1 581 5 82 58 2 5 8 2 5 82 582 582 58 2 5 8 2 5 8 2 582 582 5 82 582 5 82 58 2 582 5 8 2 58 2 5 8 2 582 5 8 3 58 3 583 583 583 5 8 3 583 5 8 3 583 5 83 5 83 58 3 5 83 58 3 5 8 3 58 4 5 8 4 58 4 584 584 584 5 8 4 584 5 84 58 4 58 4 58 4 5 84 5 8 5 5 8 5 5 8 5 58 5 5 8 5 5 8 5 5 8 5 585 5 85 5 85 585 585 5 8 5 5 8 5 58 5 58 5 58 5 58 5 585 5 8 6 5 8 6 5 8 6 5 8 6 586 5 8 6 5 8 6 5 8 6 58 7 5 87 5 8 7 587 587 5 8 7 5 8 7 587 5 8 7 58 7 58 7 5 88 5 8 8 5 8 8 5 8 8 588 588 5 8 8 5 8 8 5 8 8 58 8 5 88 588 588 58 8 58 8 5 88 58 8 58 9 5 8 9 589 589 589 5 8 9 589 5 8 9 58 9 5 8 9 58 9 59 0 5 90 5 9 0 5 90 5 9 0 590 590 59 0 590 59 0 590 5 9 0 5 9 0 59 0 59 0 5 9 0 5 9 0 5 90 5 9 0 59 0 5 9 1 591 591 59 1 5 9 1 59 1 591 5 91 5 91 5 9 2 592 592 592 5 9 2 5 92 59 2 5 9 3 59 3 5 9 3 59 3 5 93 5 93 5 9 3 59 4 59 4 59 4 594 594 5 9 4 5 9 4 59 5 59 5 59 5 59 5 5 9 5 59 5 5 9 5 5 9 5 5 95 5 9 5 5 9 5 5 9 5 59 6 59 6 5 96 596 5 96 5 9 6 5 97 597 5 97 5 97 5 9 7 598 59 8 5 98 5 98 598 5 9 8 5 9 9 5 9 9 5 99 59 9 59 9 5 9 9 6 0 0 6 0 0 6 0 0 60 0 60 0 600 60 0 600 6 00 60 1 60 1 6 01 601 6 0 1 6 0 2 60 2 60 2 6 0 3 6 0 3 60 3 6 0 4 6 04 6 0 4 605 60 5 6 05 6 0 5 6 0 5 60 6 6 0 6 60 6 6 07 6 0 7 608 60 8 60 8 6 0 9 60 9 6 09 610 6 10 6 10 610 61 1 611 612 612 61 3 6 1 3 614 614 61 5 615 615 6 1 5 6 16 616 617 6 1 8 6 1 9 6 2 0 620 6 21 62 2 62 3 6 2 4 6 2 4 6 2 5 6 2 5 6 2 5 6 26 6 27 62 8 629 6 3 0 6 3 0 63 1 63 2 63 4 63 5 6 3 5 63 7 64 0 TEMP. CAUSEWAY F l a tt e r 4 :1 o r D 2 :1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+50 TO STA. 14+00 -L- LT DETAIL ’A’ Min. D= 2.0 Ft. Ground Natural Slope Ditch Front T=0.33 n=0.045 s= 0.003FT/FT d= 1.61FT V= 2.66FPS Q(10)= 15.3CFS Sta.= 12+50 - 14+35 L LT N C G R I D NA D 83 /N S R S 20 0 7 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R E V I S I O N S HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. B-4973 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SCALE 1"=50’ 0’50’50’ R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ B 4 9 7 3 _ H y d _ p r m _ w e t _ b l o w u p . d g n a m k e e t e r 3 /1 /2 0 1 3 SITE 2 SITE 1 S TS 2 :1 2 :1 D ( Not to Scale) STANDARD BASE DITCH B d Geotextile: Est. 700 sq. ft. Rip Rap: Est. 15 ton Cl I Excavation: Est. 90 cu yds FROM STA. 17+05 TO STA. 17+45 -L- Lt DETAIL B B= 6.0 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner= Class I Rip-Rap Geotextile SHEE__ PERMIT DRAWING R E T A I N RETAIN C L A SS II R I P R A P T B T B T B T B T B T B T B T B T B T B T B S EE D ET A I L ’A ’ CB R ET A I N T B EXCAVATION EXCAVATION T B 1 5 " D CB CB w / 2 E l b o w s 15 " C S P EST. Geotextile 120 S.Y. EST. 35 TONS CLASS I RIP RAP D 18+25 -L- End SBG ELB E L B 55 S.Y. EST. Geotextile EST. 15 TONS CLASS I RIP RAP 2GI TB (S T R U C T U R E P AY I TE M ) 5 S.Y. EST. Geotextile EST. 1 TONS C L A SS B R I P R A P TO JB CONVERT DI DI w/MH JB 1 5 " R C P - I V 15 " RC P -I V SEE DETAIL B S E E D ET A I L C S EE D E T A I L C 1 5 +00 20 +00 0 2 0 1 0 0 0 1 0 2 0 2 0 2 0 2 0 2 0 3 0 3 0 4 0 4 0 4 0 4 0 3 0 3 0 2 0 2 0 1 0 0 3 5 6 F F F F F F F F F F F F F F F F F F F #271 WAREHOUSE METAL 8 ’ C H L W / B A RB W I R E 8 ’ C H L W / B A RB W I R E 8 ’ C H L W / B A R B W I R E 12 "D I P 8 " P V C 12 "P V C 12 "D I P METAL SIDING 1-STORY 4 2 " D I P 4 2 " D I P 12 " D I P B S T B S T 30 " RC P 4 8 "D I P 4 8 " D I P 4 8 " D I P TOP=585.89’ A FF O R DA B LE S T O R AG E CAROL P. BRADFORD DONALD W. BRADFORD 3 0 " C M P DI 4 SBW 4 S B W 68’ WIDE EASEMENT DUKE ENERGY C I T Y O F C O N C O R D 20 ’ S E W E R E A S E M E N T EIP T H E UN I TE D S T A TE S O F A M E R I C A B S T 60.00’ 68.00’ 68’ WIDE EASEMENT DUKE ENERGY 68.00’ 40 .00 ’ 4 0 ’ S E W E R E A S E M E N T 60.00’ 4 "S TEEL 4 "S TEEL 8 "UNK T Y P E 8"UNK TYPE 1 7 6 0 ’ S E W E R E A S E M E N T C R E E K I R I S H B U F F A L O RCP 30" LYNNE HACKNEY GLENN B. HACKNEY, JR JPL HOLDINGS II, LL K 10 3 0 K 10 3 1 K 10 3 2 48 " W OOD TEMP. CAUSEWAY TS TS TS TS TS TS S S S S TEMP. CAUSEWAY TS TS TS TS TS TS TS TS S S 560 565 570 575 580 21.95’19.23’ A A SECTION A-A TEMP. CAUSEWAY NWS=562.5’ PLAN SHEET=10’ SCALE R E V I S I O N S HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. B4973 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION SHEET __ OF __ PERMIT DRAWING R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l\ D r a w i n g s \ B 4 9 7 3 _ H y d _ p r m _ w e t _ C A U S E W A Y . d g n a m k e e t e r 3 /1 /2 0 1 3 RETAIN T B T B T B CB T B EXCAVATION EXCAVATION T B 1 5 " 30 " CB w / 2 E l b o w s 1 5 " C S P ELB E L B 2 G I TB 1 5 " R C P - I V 15 " RC P -I V 0 2 0 2 0 2 0 2 F F F F #271 8 ’ C H L W / B A RB W I R E EIP 8 "UNK T Y P E C R E E K I R I S H B U F F A L O R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l\ D r a w i n g s \ B 4 9 7 3 _ H y d _ p r m _ w e t _ p r o f il e . d g n a m k e e t e r 3 /1 /2 0 1 3 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 5 / 1 4 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER B-4973 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ Cl B Rip Rap Top Cl II Rip Rap Base TEMP. CAUSEWAY Cl B Rip Rap Top Cl II Rip Rap Base TEMP. CAUSEWAY SHEET __ OF __ PERMIT DRAWING 560 570 580 590 600 550 560 570 580 590 600 550 EL=583.4’ STA 15+36.2 CREST 17+00 18+00 16+00 15+00 14+00 13+00 12+00 19+00 20+00 21+00 135’ LENGTH, 1@45;2, 1@45’1, 1@45’2 RC DECK GIRDER BRIDGE; BUILT IN 1933 USGS QUAD MAP (CONCORD) EXIST. ROADWAY PROPOSED GRADE g(2)=(-)0.3000% g(1)=(+)0.8591% K=129 VC=150’ EL=583.54’ PI=15+00.00 g(2)=(+)0.8591% g(1)=(+)0.3000% K=268 VC=150’ EL=581.65’ PI=12+80.00 g(2)=(-)1.2993% g(1)=(-)0.3000% K=150 VC=150’ EL=582.19’ PI=19+50.00 g(2)=(-)0.6500% g(1)=(-)1.2993% K=200 VC=130’ EL=580.37’ PI=20+90.00 1 . 5 : 1 1 .5 :1 EST. 600 C.Y. TO ELEVATION 572.0’ ABUTMENT EXCAVATION 22’MIN. 10’MIN. 25 YR WSEL = 574.1’ (02/10/2012) NWSE=562.5’+/- EST. 600 C.Y. TO ELEVATION 572.0’ ABUTMENT EXCAVATION 100 YR WSEL = 575.2’ CLASS II RIP RAP (TYP) EST. 160 C.Y. ELEVATION = 569.0’ FUTURE GREENWAY 575.31 575.36 N/A L FROM STA. 17+55 TO STA. END BRIDGE -L- LT FROM STA. BEG. BRIDGE TO STA. 16+65-L- LT NOTE: USE STANDARD 6" DECK DRAINS AT 5’ O.C. SHOULDER WIDTH = 5.5’ MAXIMUM SPREAD = 5.4’ LOW STEEL LOW SIDE SKEW = 70 DEGREE GRADE POINT ELEVATION = 583.3’ LENGTH = 160’ 45-INCH PRESTRESSED CONCRETE BRIDGE PROPOSED 2@50’, 1@60’ 4’ E.B. CAPS C STATION 17+07 -L- 0 0 0 0 5 5 5 5 10 10 10 10 15 15 15 15 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 55 60 60 60 60 65 65 65 65 70 70 70 70 75 75 75 75 $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 2 3 / 9 9 PROJ. REFERENCE NO.SHEET NO.0 580 580 585 585 590 590 575 575 14+00.00 580 580 585 585 590 590 575 575 14+50.00 580 580 585 585 590 590 575 575 15+00.00 575 575 580 580 585 585 590 590 570 570 15+50.00 575 575 580 580 585 585 590 590 570 570 16+00.00 X-2 B-4973 -L- 2.5 5 R : \ H y d r a u li c s \ P E R M I T S _ E n v i r o n m e n t a l\ D r a w i n g s \ B 4 9 7 3 _ H yd _ p r m _ w e t _ x p l . d g n a m k e e t e r 3 /1 /2 0 1 3 SHEET __ OF __ PERMIT DRAWING 4 :1 0 .015 0 .020 3 :1 3 : 1 4 :1 0 .035 0 .035 3 . 43 : 1 3 :1 0 .040 0 .040 3 : 1 2 :1 0 .039 0 .039 1 .80 :1 1 .50 :1 0 .020 0 .02 0 5 8 2 . 8 1 Ha n d Ex i s t i n g Ex i s t i n g 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 nt 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 SW 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 16 + 5 4 T O 1 7 + 5 4 BA N K S T A B L I Z A T I O N L t <0 . 0 1 < 0 . 0 1 1 2 4 2 0 TE M P . C A U S E W A Y 0. 0 5 5 3 2 17 + 0 5 t o 1 7 + 4 2 - L - L T RE L O C A T I O N <0 . 0 1 5 3 16 + 9 3 t o 1 7 + 1 5 - L - L T BA N K S T A B L I Z A T I O N <0 . 0 1 2 0 TO T A L S : 0. 0 1 0 . 0 5 1 9 7 7 3 TO T A L I M P A C T D U E T O D R I L L E D P I E R S - 0 . 0 0 1 a c ( 4 2 . 4 2 sq . f t ) Si t e 2 : P o t e n t i a l r e l o c a t i o n o f c h a n n e l d u r i n g c o n st r u c t i o n Te m p o r a r y i m p a c t s d u e t o c a u s e w a y a r e i n c l u d e d i n t he p e r m a n e n t i m p a c t s AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 6 / 1 3 / 2 0 1 3 WB S - 4 0 0 9 7 . 1 . 1 ( B - 4 9 7 3 ) 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 CA B A R R U S C O U N T Y 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 DI V I S I O N O F H I G H W A Y S A W e b b R d . W i l s h i r e A v e . I r i s h B u f f a l o C r e e k B r a n c h T h r e e M i l e O l d Z i o n C h u r c h R d . M a n o r A v e . U n i o n S t . S R 1 1 5 7 ( 3 ( 3 (4 9 %6 0 1 %6 0 1 (7 3 S R 1 0 0 7 N o r f o l k S o u t h e r n R d .C h a r l o t t e S R 1 3 3 5 S R 1 1 5 5 S R 1 1 5 5 R o b e r t a R d . S R 1 3 0 4 S R 1 1 5 5 S R 1 4 8 2 R R V i c i n i t y M a p P r o p s t B E G I N C o n c o r d P o p . 6 3 , 4 2 9 C i t y L i m i t C i t y L i m i t E N D P R O J E C T P R O J E C T 4 - L - S T A . 1 2 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 4 9 7 3 - L - S T A . 2 1 + 6 0 . 0 0 E N D T I P P R O J E C T B - 4 9 7 3 WILSHIRE AVE. S R 1 1 5 7 C R E E K I R I S H B U F F A L O - O f f s i t e D e t o u r B E G I N B R I D G E END BRIDGE T O U S 6 0 1 TO CONCORD F U N C . C L A S S = C O L L E C T O R * S U B - R E G I O N A L T I E R W. T. BEST G. E. BREW, PE C A B A R R U S C O U N T Y B R I D G E N O . 2 7 1 O V E R I R I S H B U F F A L O C R E E K O N S R 1 1 5 7 ( W I L S H I R E A V E . ) G R A D I N G , D R A I N A G E , P A V I N G A N D S T R U C T U R E 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 ====== 6 , 4 5 0 9 , 9 0 0 9 6 0 4 5 0 %%M P H A D T A D T 2 0 1 2 2 0 3 5 D U A L 3 % DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS + O C T O B E R 2 4 , 2 0 1 2 % * * * * T T S T 1 % * V 0 0 0 P R O F I L E ( H O R I Z O N T A L ) 40097.1.1 PE 40097.2.1 R/W & UTIL BRSTP-1157(5)BRSTP-1157(5) 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:SIGNATURE:P.E.P.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 PROJECT ENGINEER PROJECT DESIGN ENGINEER 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 ENGINEER ROADWAY DESIGN L O C A T I O N : T Y P E O F W O R K : 0 9 /0 8 /9 9 B-4973 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 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 2 8 -N O V -2 0 1 2 0 8 :0 0 R :\R o a d w a y \P r o j \b 4 9 7 3 _r d y _t s h .d g n $$$$U S E R N A M E $$$$ 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 C O N T R A C T :T I P P R O J E C T :B -4 9 7 3 - L - S T A . 1 6 + 2 7 . 0 0 -L- STA. 17+87.00 L E N G T H O F R O A D W A Y T I P P R O J E C T B - 4 9 7 3 = 0 . 1 5 2 M I . L E N G T H O F S T R U C T U R E T I P P R O J E C T B - 4 9 7 3 = 0 . 0 3 0 M I . T O T A L L E N G T H O F P R O J E C T B - 4 9 7 3 = 0 . 1 8 2 M I . * 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 N o t e : N o t t o S c a l e 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 A R T M E N N A S O H D E P T O F T R A S P O R T T I O N T A T E O F N R T C A R O L I N A O F T H E C I T Y O F C O N C O R D W I T H I N T H E M U N I C I P A L B O U N D A R I E S T O T H E L I M I T S E S T A B L I S H E D B Y M E T H O D I I I C L E A R I N G O N T H I S P R O J E C T S H A L L B E P E R F O R M E D - L - N O V E M B E R 1 9 , 2 0 1 3 N S R S 2 0 0 7 N A D 8 3 / F U N C . C L A S S = C O L L E C T O R 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 B-4973 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 0 4 /1 6 /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 S R 1 1 5 7 W I L S H I R E A V E . C R E E K I R I S H B U F F A L O A W e b b R d . W i l s h i r e A v e . I r i s h B u f f a l o C r e e k B r a n c h T h r e e M i l e O l d Z i o n C h u r c h R d . M a n o r A v e . U n i o n S t . S R 1 1 5 7 ( 3 ( 3 (4 9 %6 0 1 %6 0 1 (7 3 S R 1 0 0 7 N o r f o l k S o u t h e r n R d .C h a r l o t t e S R 1 3 3 5 S R 1 1 5 5 S R 1 1 5 5 R o b e r t a R d . S R 1 3 0 4 S R 1 1 5 5 S R 1 4 8 2 R R V i c i n i t y M a p P r o p s t B E G I N C o n c o r d P o p . 6 3 , 4 2 9 C i t y L i m i t C i t y L i m i t E N D P R O J E C T P R O J E C T SHEET NO.PROJECT REFERENCE NO. 2 8 -N O V -2 0 1 2 0 8 :0 0 R :\R o a d w a y \P r o j \b 4 9 7 3 _l s _1 C .d g n $$$$U S E R N A M E $$$$ Location and Surveys N O T E : D R A W I N G N O T T O S C A L E N O T 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 : 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 ) H T T P : / / W W W . N C D O T . O R G / D O H / P R E C O N S T R U C T / H I G H W A Y / L O C A T I O N / P R O J E C T / B 4 9 7 3 _ L S _ C O N T R O L . T X T B 4 9 7 3 _ L S _ L O C A L . T X T 3 . 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 . 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 . 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 . I N D I C A T E S B E N C H M A R K S U S E D O R S E T F O R V E R T I C A L P R O J E C T C O N T R O L I N D I C A T E S E X I S T I N G N C G 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 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 . 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 . I N D I C A T E S B A S E L I N E M O N U M E N T S S E T F O R L O C A L H O R I Z O N T A L P R O J E C T 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 P R O J E C T C O N T R O L D A T A A T : 2 . 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 . S U R V E Y S U N I 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 C O N T R O L S H E E T 1 C B-4973 1 0 /0 2 /1 2 N C G R I D N A D 8 3 /N S R S 2 0 0 7 T O U S 6 0 1 R U T H E R F O R D S T . S R 1 4 8 2 TO CONCORD E N D P R O J E C T B 4 9 7 3 - 1 B M # 1 B L - 3 BL-4 BM#2 NCGS PENNEY - L - 2 N C G S P E N N E Y 5 9 9 9 3 7 . 6 8 1 0 1 5 3 0 0 3 6 . 7 3 0 0 5 7 9 . 5 6 O U T S I D E P R O J E C T L I M I T S 4 B L - 4 5 9 9 5 0 5 . 2 9 8 0 1 5 2 9 6 1 9 . 9 0 1 0 5 7 9 . 1 6 O U T S I D E P R O J E C T L I M I T S 3 B L - 3 5 9 9 0 7 6 . 0 4 2 0 1 5 2 9 2 2 8 . 8 7 8 0 5 8 1 . 6 8 1 4 + 2 8 . 7 7 3 . 8 5 R T 1 B 4 9 7 3 - 1 5 9 8 5 8 7 . 4 7 7 0 1 5 2 8 7 3 3 . 4 5 6 0 5 8 3 . 7 9 O U T S I D E P R O J E C T L I M I T S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P O I N T D E S C . N O R T H E A S T E L E V A T I O N L S T A T I O N O F F S E T B L ****************************************RR SPIKE IN POWER POLE L STATION 10+05 30 LEFT N 598809 E 1528900 BM1 ELEVATION = 581.76 ********************************************************************************RR SPIKE IN TREE L STATION 19+58 N 599839 E 1529923 BM2 ELEVATION = 580.82 **************************************** 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 G S F O R M O N U M E N T " P E N N E Y " W I T H N A D 8 3 / N S R S 2 0 0 7 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 : 5 9 9 9 3 7 . 6 8 1 ( f t ) E A S T I N G : 1 5 3 0 0 3 6 . 7 3 0 ( f t ) E L E V A T I O N : 5 7 9 . 5 6 ( 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 5 2 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 " P E N N E Y " T O - L - S T A T I O N 1 0 + 0 0 . 0 0 I S 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 - L - S T A . 1 0 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 4 9 7 3 L T Y P E S T A T I O N NORTH EAST P C 1 0 + 0 0 . 0 0 5 9 8 6 5 8 . 5 7 8 2 1528759.6983 P T 1 2 + 0 0 . 0 0 5 9 8 7 8 3 . 1 9 5 7 1528916.0768 P C 1 4 + 2 8 . 2 5 5 9 8 9 3 1 . 5 8 8 8 1529089.5094 P T 1 5 + 8 1 . 3 4 5 9 9 0 3 9 . 6 1 0 2 1529197.7700 P C 1 8 + 1 0 . 5 5 5 9 9 2 1 3 . 4 4 1 5 1529347.1717 P T 1 8 + 8 7 . 2 9 5 9 9 2 7 2 . 8 1 7 9 1529395.7774 P C 2 0 + 8 1 . 6 8 5 9 9 4 2 6 . 1 4 5 4 1529515.2676 P T 2 1 + 5 8 . 4 2 5 9 9 4 8 5 . 5 2 1 8 1529563.8732 P O T 2 2 + 9 8 . 3 9 5 9 9 5 9 1 . 6 7 5 8 1529655.1087 ROW Marker Iron Pin and Cap ALIGN STATION OFFSET NORTH EAST L 12+00.00 -60.00 598828.7853 1528877.0692 L 12+00.00 -29.88 598805.8972 1528896.6529 L 12+00.00 30.12 598760.3076 1528935.6604 L 14+30.00 -60.00 598978.2472 1529051.7488 L 15+05.00 33.00 598960.3162 1529169.1664 L 16+10.00 62.00 599020.9359 1529263.4728 L 16+10.00 30.00 599041.7937 1529239.2044 L 18+20.00 -70.00 599265.9391 1529299.9551 L 18+20.00 -42.80 599248.3330 1529320.6866 L 18+70.00 63.00 599219.9772 1529434.3465 L 18+87.29 -41.05 599298.0493 1529363.4010 L 19+10.00 35.00 599269.2163 1529437.3438 L 21+40.00 30.01 599452.1843 1529574.9318 L 21+60.00 -29.89 599506.2002 1529542.2367 L 21+60.00 30.11 599467.0919 1529587.7399 ROW Marker Permanent Easement ALIGN STATION OFFSET NORTH EAST L 17+40.00 61.93 599119.5739 1529348.1519 L 17+50.00 129.00 599083.4390 1529405.5374 L 18+35.00 62.07 599192.3744 1529410.6500 - Preliminary - 2 8 -N O V -2 0 1 2 0 8 :0 0 R :\R o a d w a y \P r o j \b 4 9 7 3 _r d y _t y p .d g n $$$$U S E R N A M E $$$$ HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. 5 /1 4 /9 9 SHEET NO.PROJECT REFERENCE NO.2 B-4973 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS G R A D E P O I N T G R A D E T O T H I S L I N E USE TYPICAL SECTION NO. 1 C L O R I G I N A L G R O U N D 4 ’ T Y P I C A L S E C T I O N N O . 1 1 2 ’ 1 2 ’ ORIGINAL GROUND 4’FDPS T T 2 0 ’ E X I S T I N G W U F D P S O R I G I N A L G R O U N D T G R A D E P O I N T C L 1 2 ’ 1 2 ’ 4 ’ 5 . 5 ’ * 9 ’ W / G U A R D R A I L * 6 ’ *6’ S T Y P I C A L S E C T I O N N O . 3 R FROM STA. 13+00.00 TO STA. 14+25.00 FROM STA. 19+65.00 TO STA. 20+60.00 USE TYPICAL SECTION NO. 3 TRANSITION FROM EXISTING TO TYP. SECT. NO. 1 FROM STA. 12+00.00 TO STA. 13+00.00 C 1 D 1 E 1 D1 E1 TRANSITION FROM TYP. SECT. NO. 1 TO EXISTING FROM STA. 20+60.00 TO STA. 21+60.00 G R A D E P O I N T G R A D E T O T H I S L I N E C L O R I G I N A L G R O U N D 4 ’ 1 2 ’ 1 2 ’ ORIGINAL GROUND 4’FDPS T T F D P S * 9 ’ W / G U A R D R A I L * 6 ’ *6’ C 1 D 1 E 1 T Y P I C A L S E C T I O N N O . 2 USE TYPICAL SECTION NO. 2 3 9 ’ 1 1 ’ 2 ’ U S E I N S E R T ’ A ’ I N C O N J U N C T I O N W I T H T Y P I C A L S E C T I O N N O . 2 I N S E R T ’ A ’ M A T C H L I N E 2 ’ 5 . 5 ’ C 1 D 1 E 1 M A T C H L I N E S E E I N S E R T ’A ’ G R A D E T O T H I S L I N E V A R I E S 4 :1 V A R I E S 4 :1 T O 1 .5 :1 V A R 4 : 1 T O 1 . 5 : 1 V A R I E S 2 :1 T O 1 .5 :1 V A R I E S 4 : 1 T O 2 : 1 0 . 0 2 0 . 0 2 0 . 0 2 0 . 0 2 0 . 0 2 0 . 0 2 1 1 " 1 1 " 1 1 " 1 1 " 0 . 0 2 F O R D R A I N A G E P U R P O S E S * * A D D I T I O N A L 1 . 5 ’ A D D E D 6 " T U S E I N S E R T ’ B ’ I N C O N J U N C T I O N W I T H T Y P I C A L S E C T I O N N O . 2 M A T C H L I N E C 1 D 1 E 1 G R A D E T O T H I S L I N E 1 1 " 6 " I N S E R T ’ B ’ R 2 4 ’ 3 ’ 2 :1 O R I G I N A L G R O U N D S E E I N S E R T ’B ’M A T C H L I N E - L - - L - - L - * * 5 . 5 ’ /// /// /// /// MIN.U E2 3"MIN.2.5"MIN.2.5"MIN.3"Detail Showing Method of Wedging C -L-L C2 D2 D1 C1 E2 L T . F R O M S T A . 1 5 + 5 0 . 0 0 T O S T A . 1 5 + 9 7 . 3 9 L T . F R O M S T A . 1 8 + 0 5 . 3 0 T O S T A . 1 8 + 6 7 . 0 0 R T . F R O M S T A . 1 8 + 1 6 . 7 0 T O S T A . 1 8 + 2 5 . 0 0 FROM STA. 16+27.00 TO STA. 17+87.00 FROM STA. 14+25.00 TO STA. 16+27.00 FROM STA. 17+87.00 TO STA. 19+65.00 P A V E M E N T S C H E D U L E E A R T H M A T E R I A L . T E X I S T I N G P A V E M E N T . U 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 . W 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 . 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 , T Y P E I 1 9 . 0 B , D 1 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 . 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 B , E 1 R 1 2 ’ X 6 " C O N C R E T E C U R B . 4 " C O N C R E T E S I D E W A L K . 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 B , 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 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 I N T E R M E D I A T E C O U R S E , T Y P E I 1 9 . 0 B , 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 . G R E A T E R T H A N 4 " I N 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 G R E A T E R D 2 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 . R 2 S H O U L D E R B E R M S H O U L D E R . 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 . 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 B , 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 F 9 . 5 B , 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 . C 2 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 /1 4 /9 9 SHEET NO.PROJECT REFERENCE NO.HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER 5 B-4973 2 8 -N O V -2 0 1 2 0 8 :0 1 R :\R o a d w a y \P r o j \b 4 9 7 3 _r d y _p f l .d g n $$$$U S E R N A M E $$$$ 5 6 0 5 7 0 5 8 0 5 9 0 560 570 580 590 D E S I G N D I S C H A R G E D E S I G N F R E Q U E N C Y B A S E D I S C H A R G E C F S Y R S Y R S B A S E F R E Q U E N C Y O V E R T O P P I N G 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 C F S C F S Y R S F T F T F T D E S I G N H W E L E V A T I O N B A S E H W E L E V A T I O N B R I D G E H Y D R A U L I C D A T A F T D A T E O F S U R V E Y W . S . E L E V A T I O N A T D A T E O F S U R V E Y F T = 5 6 3 0 = 2 5 = 5 7 4 . 1 = 7 2 8 0 = 1 0 0 = 5 7 5 . 2 = 1 0 9 5 0 = 5 0 0 = 5 7 8 . 8 = = 2 / 1 0 / 1 2 = 5 6 2 . 5 + / - SEE SHEET 4 FOR -L- PLAN 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 19 20 21 22 P I = 1 2 + 8 0 . 0 0 E L = 5 8 1 . 6 5 ’ ( + ) 0 . 3 0 0 0 % ( + ) 0 . 8 5 9 1 % V C = 1 5 0 ’ K = 2 6 8 P I = 1 5 + 0 0 . 0 0 E L = 5 8 3 . 5 4 ’ ( + ) 0 . 8 5 9 1 % ( - ) 0 . 3 0 0 0 % V C = 1 5 0 ’ K = 1 2 9 PI = 19+50.00 EL = 582.19’(-)0.3000%(-)1 .2 9 9 3 %VC = 150’K = 150 PI = 20+90.00 EL = 580.37’(-)1 .2 9 9 3 %(-)0 .6 5 0 0 %VC = 130’K = 200 E L . 5 8 1 . 4 1 ’ B E G I N G R A D E S T A . 1 2 + 0 0 . 0 0 - L - EL. 579.92’END GRADE STA. 21+60.00 -L- B E G I N B R I D G E S T A . 1 6 + 2 7 . 0 0 - L - ( 0 2 / 1 0 / 2 0 1 2 ) N W S E = 5 6 2 . 5 ’ + / - 1 .5 :1 1 0 ’ M I N . 2 2 ’ M I N . 1 .5 :1 E S T . 4 5 0 C . Y . T O E L E V A T I O N 5 7 2 . 0 ’ A B U T M E N T E X C A V A T I O N E L E V A T I O N = 5 6 9 . 0 ’ F U T U R E G R E E N W A Y E S T . 5 0 0 C . Y . T O E L E V A T I O N 5 7 2 . 0 ’ A B U T M E N T E X C A V A T I O N C L A S S I I R I P R A P ( T Y P ) (- ) 0 .2 4 6 7 % L E F T D I T C H D I T C H L E G E N D - L - 23 -L - S T A . 1 2 +5 0 .0 0 E L = 5 7 6 .7 1 B E G I N S P E C I A L C U T D I T C H -L - S T A . 1 4 +0 0 .0 0 E L = 5 7 6 .3 4 E N D S P E C I A L C U T D I T C H E N D B R I D G E S T A . 1 7 + 8 7 . 0 0 - L - 0 0 0 0 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 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 1 5 -O C T -2 0 1 2 0 7 :3 3 R :\R o a d w a y \X S C \R -2 3 0 3 D _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 8 0 580 5 8 5 585 5 7 5 575 1 1 + 5 0 . 0 0 5 8 0 580 5 8 5 585 5 9 0 590 5 7 5 575 1 2 + 0 0 . 0 0 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 7 0 570 1 2 + 5 0 . 0 0 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 7 0 570 1 3 + 0 0 . 0 0 5 7 5 575 5 8 0 580 5 8 5 585 5 7 0 570 1 3 + 5 0 . 0 0 X-1 B-4973 - L - 2.5 5 4 :1 4 : 1 0 . 0 0 5 0 . 0 4 5 4 :1 0 . 0 1 5 0 . 0 2 5 2 :1 5 7 6 . 7 0 3 : 1 4 :1 0 . 0 2 0 0 . 0 2 0 2 :1 5 7 6 . 5 5 3 : 1 4 :1 0 . 0 0 5 0 . 0 2 0 2 :1 5 7 6 . 3 9 3 : 1 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 1 5 -O C T -2 0 1 2 0 7 :3 3 R :\R o a d w a y \X S C \R -2 3 0 3 D _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 8 0 580 5 8 5 585 5 9 0 590 5 7 5 575 1 4 + 0 0 . 0 0 5 8 0 580 5 8 5 585 5 9 0 590 5 7 5 575 1 4 + 5 0 . 0 0 5 8 0 580 5 8 5 585 5 9 0 590 5 7 5 575 1 5 + 0 0 . 0 0 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 7 0 570 1 5 + 5 0 . 0 0 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 7 0 570 1 6 + 0 0 . 0 0 X-2 B-4973 - L - 2.5 5 4 :1 0 . 0 1 5 0 . 0 2 0 3 : 1 3 :1 4 : 1 0 . 0 3 5 0 . 0 3 5 3 .4 3 :1 3 : 1 0 . 0 4 0 0 . 0 4 0 3 :1 2 :1 0 . 0 3 9 0 . 0 3 9 1 .8 0 :1 1 .5 0 :1 0 . 0 2 0 0 . 0 2 0 5 8 2 .8 1 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 1 5 -O C T -2 0 1 2 0 7 :3 4 R :\R o a d w a y \X S C \R -2 3 0 3 D _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 6 5 565 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 6 0 560 1 6 + 5 0 . 0 0 5 6 5 565 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 6 0 560 1 7 + 0 0 . 0 0 5 6 5 565 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 6 0 560 1 7 + 5 0 . 0 0 X-3 B-4973 - L - 2.5 5 0 . 0 2 0 0 . 0 2 0 0 . 0 2 0 0 . 0 2 0 0 . 0 2 0 0 . 0 2 0 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 1 5 -O C T -2 0 1 2 0 7 :3 4 R :\R o a d w a y \X S C \R -2 3 0 3 D _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 6 5 565 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 6 0 560 1 8 + 0 0 . 0 0 5 6 5 565 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 9 5 595 5 6 0 560 1 8 + 5 0 . 0 0 X-4 B-4973 - L - 2.5 5 1 .5 0 :1 0 . 0 2 0 0 . 0 2 0 5 8 2 .2 1 1 .5 0 :1 2 :1 1 .5 0 :1 0 . 0 2 0 0 . 0 2 0 5 8 2 .0 6 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 1 5 -O C T -2 0 1 2 0 7 :3 4 R :\R o a d w a y \X S C \R -2 3 0 3 D _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 6 5 565 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 9 0 590 5 9 5 595 5 6 0 560 1 9 + 0 0 . 0 0 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 6 5 565 1 9 + 5 0 . 0 0 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 6 5 565 2 0 + 0 0 . 0 0 X-5 B-4973 - L - 2.5 5 3 :1 2 :1 0 . 0 0 8 0 . 0 2 0 4 :1 0 . 0 1 2 0 . 0 2 0 2 :1 4 :1 3 : 1 0 . 0 2 0 0 . 0 2 0 0 0 0 0 5 5 5 5 1 0 1 0 1 0 1 0 1 5 1 5 1 5 1 5 2 0 2 0 2 0 2 0 25 2 5 25 2 5 30 3 0 30 3 0 35 3 5 35 3 5 40 4 0 40 4 0 45 4 5 45 4 5 50 5 0 50 5 0 55 5 5 55 5 5 60 6 0 60 6 0 65 6 5 65 6 5 70 7 0 70 7 0 75 7 5 75 7 5 1 5 -O C T -2 0 1 2 0 7 :3 4 R :\R o a d w a y \X S C \R -2 3 0 3 D _R d y _x p l .d g n $$$$U S E R N A M E $$$$8 /2 3 /9 9 PROJ. REFERENCE NO.SHEET NO.0 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 6 5 565 2 0 + 5 0 . 0 0 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 6 5 565 2 1 + 0 0 . 0 0 5 7 0 570 5 7 5 575 5 8 0 580 5 8 5 585 5 6 5 565 2 1 + 5 0 . 0 0 5 8 0 580 5 7 5 575 2 2 + 0 0 . 0 0 X-6 B-4973 - L - 2.5 5 4 :1 2 . 4 0 : 1 0 . 0 2 0 0 . 0 2 0 4 :1 2 :1 0 . 0 1 9 0 . 0 2 0 4 :1 3 : 1 0 . 0 0 1 0 . 0 2 3