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HomeMy WebLinkAbout20130575 Ver 1_Application_20130528 Page 1 of 11 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: 33 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 No. 83 ove r Clark Creek on SR 1149. 2b. County: Catawba 2c. Nearest municipality / town: Newton 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: B-5101 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: 1 South Wilmington Street 3e. City, state, zip: Raleigh, NC 27601 3f. Telephone no.: (919) 707-6157 3g. Fax no.: (919) 431-2002 3h. Email address: maturchy@ncdot.gov Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 Page 2 of 11 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: Page 3 of 11 PCN Form – Version 1.3 December 10, 2008 Version 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: 35.66394 Longitude: - 81.25380 (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: Clark Creek 2b. Water Quality Classification of nearest receiving w ater: C 2c. River basin: Catawba 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: Mixed use of agricultural, forested & rural low den sity residential. 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: 100 3d. Explain the purpose of the proposed project: To replace a structurally deficient and functionally o bsolete bridge. 3e. Describe the overall project in detail, including the type of equipment to be used: Replacement of bridge number 83, a three span, 106' structure, with a three span 130' structure, over Cla rk Creek on SR 1149. Cranes, backhoes, excavators will be used. 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: 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: 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. Page 4 of 11 PCN Form – Version 1.3 December 10, 2008 Version 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) W1 P T Yes No Corps DWQ W2 P T Yes No Corps DWQ W3 P T Yes No Corps DWQ W4 P T Yes No Corps DWQ W5 P T Yes No Corps DWQ 2g . Total wetland impacts 2h. Comments: 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) S1 P T Removal of Existing Bent Clark Creek PER INT Corps DWQ 20 15 feet (<.01 ac) S2 P T PER INT Corps DWQ S3 P T PER INT Corps DWQ S4 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 15 feet (<0.01) acre of temporary impact 3i. Comments: Page 5 of 11 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 4g. Comments: 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 Excav ated Flooded Filled Exc avat 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: Page 6 of 11 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, then you MUST fill out Section D of this form. 6a . Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 6b. Buffer impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: Page 7 of 11 PCN Form – Version 1.3 December 10, 2008 Version 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. -Promotion of sheet flow and infiltration with gras sed shoulders. -No deck drains on bridge. -Removal of existing road fill under bridge will im prove bridge conveyance and reduce bridge opening velo cities. 1b. Specifically describe measures taken to avoid or mi nimize the proposed impacts through construction techni ques. Best Management Practices and measures used on the pro ject are an attempt to reduce the stormwater impacts t o the receiving stream due to erosion and runoff. BMP's us ed on the job are primarily non-structural and consist of methods to attenuate and disperse stormwater before entering t he receiving waters. Also, an offsite detour will be used for the project. 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 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) Ty pe Quantity 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: 0 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): n/a squa re 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: 5. Complete if Using a Permittee Responsible Mitiga tion Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation pla n. Page 8 of 11 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: Page 9 of 11 PCN Form – Version 1.3 December 10, 2008 Version 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 no, explain why. Comments: 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 Stormwater Management Plan. 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 Page 10 of 11 PCN Form – Version 1.3 December 10, 2008 Version 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: PCE Signed February 2012. 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 neith er 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 STORMWATER MANAGEMENT PLAN B-5101, WBS No. 42223.1.1 CATAWBA COUNTY Hydraulics Project Manager: Stephen R. Morgan, PE Date: 02/20/2013 ROADWAY DESCRIPTION The project involves the repl acement of bridge number 83 over Clark Creek on SR 1149 (Conover-Startown) in Catawba County. The over all length of the pr oject is 0.128 mile. The project will replace an ex isting 106’ long three-span tim ber and steel bridge with a three-span concrete cored slab bridge havi ng a total length of 130 feet length, 24’’ Cored Slab. An off-site detour will be required. ENVIRONMENTAL DESCRIPTION The project is located in the Catawba Rive r Basin. The proposed bridge is over Clark Creek which is classified as C, NSW, a nd on 303(d) list. The surrounding land consists primarily of agriculture, inte rspersed with residential de velopment along roadways and forestland along stream corridors. PROJECT IMPACTS Impacts resulting from the job include: 0.0011 acre of surface water impacts due to removal of an interior bent and 56.5 feet of existing permanent channel impacts due to bank stabilization. BEST MANAGEMENT PRACTICE S AND MAJOR STRUCTURES Best Management Practices (BMPs) and measur es used on the project are an attempt to reduce the stormwater impacts to the receiving stream due to erosion and runoff. BMPs used on the job are primarily non-structural and consist of methods to attenuate and disperse stormwater before entering the receiv ing waters. Bridge deck drainage will not be allowed to directly discharge into the wa ter. There is no direct discharge into the receiving water. BRIDGE -L- STA 18+50 Replace existing bridge over Clark Creek. S U R F A C E W A T E R I M P A C T S P E R M I T DHV D T V ======MPH ADT ADT 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 0 0 0 PROFILE (HORIZONTAL) 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 : 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 P . E . S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y 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 C 2 0 3 2 9 9 PLANS PROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N 0 9 /0 8 /9 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 0 0 0 See Sheet 1-A For Index of Sheets $$$$$$S Y S T I M E $$$$$$$$$$$$$$$$$$$$$D G N $$$$$$$$$$$$$$$$$$$$U S E R N A M E $$$$ 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 : S T A T E H I G H W A Y D E S I G N E N G I N E E R D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A T O S T A R T O W N B E G I N B R I D G E E N D B R I D G E N A D 8 3 / N S R S 2 0 0 7 1 .3 5 I n d u s t r i a l D r . O l d R d .S t .Rd.D r .C l a r k C r e e k 7 0 1 0 1 6 1 0 Lake Dam Newton City PROJECT AREA 7 0 1 0 .d R e g d i r B e r y m e l t t e S k e e r C k r a l C .d R h c r u h C k e e r C n a r b e d l i H .d R h c r u h C s l u a P .t S d l O .d R n w o t r a t S .d R a b w a t a C VICINITY MAP D a m G a t h i e r L O C A T I O N : T Y P E O F W O R K : B E G I N T I P P R O J E C T B - 5 1 0 1 E N D T I P P R O J E C T B - 5 1 0 1 Newton D R N W O T R A T S -R E V O N O C D L O 9 4 1 1 R S - L - P O T S t a . 2 0 + 0 0 . 0 0 - L - P O T S t a . 1 3 + 2 5 . 0 0 - L - P O T S t a . 1 6 + 1 7 . 2 1 - L - P O T S t a . 1 7 + 4 9 . 7 9 C A T A W B A C O U N T Y B - 5 1 0 1 2035 9400 * TTST 1%DUAL 3%50 25 50 50 100 50 100 25 50 10 5 10 20 J A S O N M O O R E , P . E . J E A N I E T Y S O N 4 2 2 2 3 . 1 . 1 B R Z - 1 1 4 9 ( 5 ) P E 4 2 2 2 3 . 2 . 1 B R Z - 1 1 4 9 ( 5 ) R W , U T L . B R Z - 1 1 4 9 ( 5 ) C O N S T . 4 2 2 2 3 . 3 . 1 11%65%4% *B -5 1 0 1 .d R d o o w n i b o R .d R d r o F y d n a S .d R n o s n i b o R k e e r C e n i l C O V E R C L A R K C R E E K B R I D G E N O . 8 3 O N S R 1 1 4 9 A N D S T R U C T U R E G R A D I N G , P A V I N G , D R A I N A G E , .d R n w o t r a t S -r e v o n o C d l O DETOUR THIS PROJECT IS WITHIN THE MUNICIPAL B O U N D A R I E S O F N E W T O N . L e n g t h S t r u c t u r e T I P P r o j e c t B - 5 1 0 1 = 0 . 0 2 5 m i L e n g t h R o a d w a y T I P P r o j e c t B - 5 1 0 1 = 0 . 1 0 3 m i SUBREGIONAL TIER URBAN MINOR ARTERIAL Func Class: 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 2012 6390 T O C O N O V E R C L A R K C R E E K C L A R K C R E E K J U L Y 2 0 , 2 0 1 2 BY THE LIMITS ESTABLISHED BY METHOD II I . CLEARING ON THIS PROJECT SHALL BE PERF O R M E D T o t a l L e n g t h T I P P r o j e c t B - 5 1 0 1 = 0 . 1 2 8 m i O C T O B E R 1 5 , 2 0 1 3 - L - C L A R K C R E E K C L A R K C R E E K E N D T I P P R O J E C T B - 5 1 0 1 - L - P O T S t a . 2 0 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 5 1 0 1 - L - P O T S t a . 1 3 + 2 5 . 0 0 T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y GRAPHIC SCALE 0’100’200’ 3 0 0 ’ 100’ O L D A B U M E N T T O B E R E M O V E O L D A B U M E N T T O B E R E M O V E B A N K S T A B I L I Z A T I O N B A N K S T A B I L I Z A T I O N C L A S S I I R I P R A P C L A S S I I R I P R A P SUR F A C E W A T E R I M P A C T S P E R M I T 2 G I 2 G I 2 1 1 5 " 1 5 " N A D 8 3 / N S R S 2 0 0 7 2 0 +0 0 1 5 +0 0 1 0 +0 0 1 2 4 3 INV=859.82’I N V =8 5 8 .0 8 ’v v 3 S E L E C 3 S ELEC GATE MTL GATE MTL 4 8 " W D R A I L W T 1 8 " R C P 9 ’ G R T 1 5 " C M P W D W D 1 5 ’ G R B S T G A T E M T L 5 4 " C M P R A P R I P B S T B S T 1 5 " C M P 1 2 " R C P T S 1 0 ’ B S T C L A R K C R E E K C L A R K C R E E K C O N O V E R - S T A R T O W N R D S R 1 1 4 9 2 2 ’ B S T T O C O N O V E R C O N O V E R -S T A R T O W N R D S R 1 1 4 9 2 2 ’ B S T 3 S E L E C 7 ’ C O N C H W 7 ’ C O N C H W 4 8 " W D R A I L 1 8 " H D P E 1 4 6 7 8 1 1 1 5 1 5 " C M P 6 0 .0 0 ’5 0 .0 0 ’ E I P E I P E I P 3 5 ’ B S T E I P 6 0 .0 0 ’ 7 ’ S O I L 9 ’ G R G A R Y A L B E R T S C H R O E D E R T O N Y R A Y S C H R O E D E R C H U R C H O F G O D O F N E W S T A R C O M M U N I T Y T E A M O F S E R V A N T L E A D E R S HARVEY L FOX AND KATHERINE F LEATHERMAN 2 5 .0 0 ’3 0 .0 0 ’ 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T O P T I M I S T C L U B S T A R T O W N N E W T O N AND WIFE KATRIN M MICHEAL V TELESCO E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W 3 S E L E C E I P E I P V A R . S O I L & G R BST 1 4 6 0 ’ A C C E S S E A S E M E N T 7 2 " C H L 1 8 " P V C 1 8 " P V C 3 0 .0 0 ’ 2 5 .0 0 ’ 1 2 S T R A N D 1 2 S T R A N D 1 2 S T R A N D 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 . 4 B - 5 1 0 1 $$$$$$S Y S T I M E $$$$$$$$$$$$$$$$$$$$$D G N $$$$$$$$$$$$$$$$$$$$U S E R N A M E $$$$8 /1 7 /9 9 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 F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C C C C C F F F E N D T I P P R O J E C T B - 5 1 0 1 - L - P O T S t a . 2 0 + 0 0 . 0 0 B E G I N T I P P R O J E C T B - 5 1 0 1 - L - P O T S t a . 1 3 + 2 5 . 0 0 T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y GRAPHIC SCALE 0’100’200’ 3 0 0 ’ 100’ O L D A B U M E N T T O B E R E M O V E O L D A B U M E N T T O B E R E M O V E B A N K S T A B I L I Z A T I O N B A N K S T A B I L I Z A T I O N C L A S S I I R I P R A P C L A S S I I R I P R A P SUR F A C E W A T E R I M P A C T S P E R M I T 2 G I 2 G I 2 1 1 5 " 1 5 " N A D 8 3 / N S R S 2 0 0 7 2 0 +0 0 1 5 +0 0 1 0 +0 0 1 2 4 3 INV=859.82’I N V =8 5 8 .0 8 ’v v 3 S E L E C 3 S ELEC GATE MTL GATE MTL 4 8 " W D R A I L W T 1 8 " R C P 9 ’ G R T 1 5 " C M P W D W D 1 5 ’ G R B S T G A T E M T L 5 4 " C M P R A P R I P B S T B S T 1 5 " C M P 1 2 " R C P T S 1 0 ’ B S T C L A R K C R E E K C L A R K C R E E K C O N O V E R - S T A R T O W N R D S R 1 1 4 9 2 2 ’ B S T T O C O N O V E R C O N O V E R -S T A R T O W N R D S R 1 1 4 9 2 2 ’ B S T 3 S E L E C 7 ’ C O N C H W 7 ’ C O N C H W 4 8 " W D R A I L 1 8 " H D P E 1 4 6 7 8 1 1 1 5 1 5 " C M P 6 0 .0 0 ’5 0 .0 0 ’ E I P E I P E I P 3 5 ’ B S T E I P 6 0 .0 0 ’ 7 ’ S O I L 9 ’ G R G A R Y A L B E R T S C H R O E D E R T O N Y R A Y S C H R O E D E R C H U R C H O F G O D O F N E W S T A R C O M M U N I T Y T E A M O F S E R V A N T L E A D E R S HARVEY L FOX AND KATHERINE F LEATHERMAN 2 5 .0 0 ’3 0 .0 0 ’ 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T O P T I M I S T C L U B S T A R T O W N N E W T O N AND WIFE KATRIN M MICHEAL V TELESCO E X I S T I N G R /W E X I S T I N G R /W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W E X I S T I N G R / W 3 S E L E C E I P E I P V A R . S O I L & G R BST 1 4 6 0 ’ A C C E S S E A S E M E N T 7 2 " C H L 1 8 " P V C 1 8 " P V C 3 0 .0 0 ’ 2 5 .0 0 ’ 1 2 S T R A N D 1 2 S T R A N D 1 2 S T R A N D 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 . 4 B - 5 1 0 1 $$$$$$S Y S T I M E $$$$$$$$$$$$$$$$$$$$$D G N $$$$$$$$$$$$$$$$$$$$U S E R N A M E $$$$8 /1 7 /9 9 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 8 3 5 8 3 5 8 3 5 8 3 5 8 3 5 8 3 5 8 3 5 8 4 0 8 4 0 8 4 0 8 4 0 8 4 0 8 4 0 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 845 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 850 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 5 8 5 5 8 5 5 8 5 5 855 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 860 8 6 0 860 8 6 0 8 6 0 865 8 6 5 8 7 0 8 7 5 8 8 0 F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C C C C C F F F D I V I S I O N O F H I G H W A Y S S H E E T O F C A T A W B A C O U N T Y P R O J E C T : 4 2 2 2 3 . 1 . 1 ( B - 5 1 0 1 ) S R 1 1 4 9 ( C O N O V E R - S T A R T O W N R D ) C L A R K C R E E K O N B R I D G E N O . 8 3 O V E R 0 2 / 1 8 / 1 3 N C D O T SUR F A C E W A T E R I M P A C T S P E R M I T TS TS IMP A C T S I N S U R F A C E W A T E R DEN O T E S T E M P O R A R Y G R A P H I C S C A L E 0 ’ 5 0 ’ 5 0 ’ 1 9 +0 0 O L D A B U M E N T T O B E R E M O V E OLD ABUME N T T O B E R E M O V E BA N K S T A B I L I Z A T I O N B A N K S T A B I L I Z A T I O N CL A S S I I R I P R A P C L A S S I I R I P R A P 2 G I 2 G I 2 1 1 5 " 1 5 " C L A R K C R E E K C L A R K C R E E K 3 S E L E C 6 7 8 G A R Y A L B E R T S C H R O E D E R 2 5 .0 0 ’3 0 .0 0 ’ E X I S T I N G R / W 1 8 " P V C D I V I S I O N O F H I G H W A Y S S H E E T O F C A T A W B A C O U N T Y P R O J E C T : 4 2 2 2 3 . 1 . 1 ( B - 5 1 0 1 ) S R 1 1 4 9 ( C O N O V E R - S T A R T O W N R D ) C L A R K C R E E K O N B R I D G E N O . 8 3 O V E R 0 2 / 1 8 / 1 3 N C D O T SUR F A C E W A T E R I M P A C T S P E R M I T TS TS IMP A C T S I N S U R F A C E W A T E R DEN O T E S T E M P O R A R Y G R A P H I C S C A L E 0 ’ 5 0 ’ 5 0 ’ 1 9 +0 0 O L D A B U M E N T T O B E R E M O V E OLD ABUME N T T O B E R E M O V E BA N K S T A B I L I Z A T I O N B A N K S T A B I L I Z A T I O N CL A S S I I R I P R A P C L A S S I I R I P R A P 2 G I 2 G I 2 1 1 5 " 1 5 " C L A R K C R E E K C L A R K C R E E K 3 S E L E C 6 7 8 G A R Y A L B E R T S C H R O E D E R 2 5 .0 0 ’3 0 .0 0 ’ E X I S T I N G R / W 1 8 " P V C 8 3 5 8 3 5 8 3 5 8 3 5 8 3 5 8 3 5 8 3 5 8 4 0 8 4 0 8 4 0 8 4 0 8 4 0 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 850 8 5 0 8 5 0 8 5 0 8 5 0 8 5 0 8 5 5 8 6 0 P R O F I L E D I V I S I O N O F H I G H W A Y S S H E E T O F N C D O T 860 850 840 830 15+00 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 0 2 / 1 8 / 1 3 P R O J E C T : 4 2 2 2 3 . 1 . 1 ( B - 5 1 0 1 ) C A T A W B A C O U N T Y S R 1 1 4 9 ( C O N O V E R - S T A R T O W N R D ) C L A R K C R E E K O N B R I D G E N O . 8 3 O V E R ( F O R B A N K S T A B I L I Z A T I O N ) (FOR B A N K S T A B I L I Z A T I O N ) CLA S S I I R I P R A P T O 8 3 5 . 1 T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y C L A S S I I R I P R A P T O E L E V 8 3 5 . 1 A B O N D O N E D A B U T M E N T T O B E R E M O V E D ABONDONED ABUTMENT T O B E R E M O V E D 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 1 6 + 0 0 15+00 E X C A V A T E T O E L E V 8 4 5 . 9 EXC A V A T E T O E L E V 8 4 5 . 9 EXC A V A T I O N 1 5 4 C U . Y D . E X C A V A T I O N 1 0 3 C U . Y D . 1 0 Y R W S E L = 8 4 7 . 6 0 1 0 0 Y R W S E L = 8 5 0 . 6 8 S T A 1 6 + 1 8 . 5 0 - L - B E G I N B R I D G E S T A 1 7 + 4 8 . 5 0 - L - E N D B R I D G E S K E W = 7 5 D E G R E E S G R A D E E L E V = 8 5 1 . 8 3 T O T A L L E N G T H = 1 3 0 ’ 1 @ 7 0 ’ ( 2 4 " ) , 1 @ 3 0 ’ ( 2 1 " ) C O R E D S L A B , 1 @ 3 0 ’ ( 2 1 " ) , S T A 1 6 + 8 3 . 5 0 - L - 2 0 1 1 ) A u g u s t 1 0 , (N O R M A L W S E L E V = 8 3 5 . 1 PI = 15+ 3 0 . 0 0 EL = 85 3 . 5 3 ’ (-)1 .9 0 9 7 % (- )1 .1 0 9 4 % VC = 1 2 0 ’ K = 15 0 P I = 1 8 + 5 0 . 0 0 E L = 8 4 9 . 9 8 ’ V C = 1 3 0 ’ K = 1 0 0 (-)1 .9 0 9 7 % Ha n d Ex i s t i n g 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 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 We 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 6 + 6 6 P i e r R e m o v a l <0 . 0 1 1 5 TO T A L S : <0 . 0 1 0 1 5 AT N R e v i s e d 3 / 3 1 / 0 5 SH E E T 5/21/2013 WB S - 4 2 2 2 3 . 1 . 1 ( B - 5 1 0 1 ) W E T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S CATAWBA COUNTY NC D E P A R T M E N T O F T R A N S P O R T A T I O N DI V I S I O N O F H I G H W A Y S D H V D T V ====== M P H A D T A D T DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0 0 0 P R O F I L E ( H O R I Z O N T A L ) 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 : DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA P.E.SIGNATURE:SIGNATURE:P.E.P.E. D I V I S I O N O F H I G H W A Y 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 0 9 /0 8 /9 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 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 6 -J U N -2 0 1 2 0 8 :5 4 R :\R o a d w a y \P r o j \b 5 1 0 1 _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 : STATE HIGHWAY DESIGN ENGINEER D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A T O S T A R T O W N B E G I N B R I D G E E N D B R I D G E 1 .3 5 I n d u s t r i a l D r . O l d R d . S t . R d . D r . C l a r k C r e e k 7 0 1 0 1 6 1 0 L a k e D a m N e w t o n C i t y P R O J E C T A R E A 7 0 1 0 .d R e g d i r B e r y m e l t t e S k e e r C k r a l C .d R h c r u h C k e e r C n a r b e d l i H .d R h c r u h C s l u a P .t S d l O .d R n w o t r a t S .d R a b w a t a C V I C I N I T Y M A P D a m G a t h i e r L O C A T I O N : T Y P E O F W O R K : B E G I N T I P P R O J E C T B - 5 1 0 1 END TIP PROJECT B-5101 N e w t o n D R N W O T R A T S -R E V O N O C D L O 9 4 1 1 R S -L- POT Sta. 20+00.00 - L - P O T S t a . 1 3 + 2 5 . 0 0 - L - P O T S t a . 1 6 + 1 7 . 2 1 - L - P O T S t a . 1 7 + 4 9 . 7 9 C A T A W B A C O U N T Y B-5101 2 0 3 5 9 4 0 0 * T T S T 1 % D U A L 3 % 5 0 2 5 5 0 5 0 1 0 0 5 0 1 0 0 2 5 5 0 1 0 5 1 0 2 0 JASON MOORE, P.E.JEANIE TYSON 42223.1.1 BRZ-1149(5)PE 42223.2.1 BRZ-1149(5)RW, UTL.BRZ-1149(5)CONST.42223.3.1 1 1 % 6 5 % 4 % * B -5 1 0 1 .d R d o o w n i b o R .d R d r o F y d n a S . d R n o s n i b o R k e e r C e n i l C O V E R C L A R K C R E E K B R I D G E N O . 8 3 O N S R 1 1 4 9 A N D S T R U C T U R E G R A D I N G , P A V I N G , D R A I N A G E , .d R n w o t r a t S -r e v o n o C d l O D E T O U R T H I S P R O J E C T I S 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 O F N E W T O N . L e n g t h S t r u c t u r e T I P P r o j e c t B - 5 1 0 1 = 0 . 0 2 5 m i L e n g t h R o a d w a y T I P P r o j e c t B - 5 1 0 1 = 0 . 1 0 3 m i S U B R E G I O N A L T I E R U R B A N M I N O R A R T E R I A L F u n c C l a s 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 2 0 1 2 6 3 9 0 T O C O N O V E R C L A R K C R E E K C L A R K C R E E K J U L Y 2 0 , 2 0 1 2 B Y 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 T o t a l L e n g t h T I P P r o j e c t B - 5 1 0 1 = 0 . 1 2 8 m i O C T O B E R 1 5 , 2 0 1 3 - L - W N A D 8 3 / N S R S 2 0 0 7 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 P r o p o s e d W h e e l C h a i r R a m p W C R 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 V i n e y a r d 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 EC 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. 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 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 N o t e : N o t t o S c a l e SHEET NO.PROJECT REFERENCE NO.B-5101 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 1 /2 0 /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 C o n c r e t e o r G r a n i t e 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 1-B HYDRAULICS ROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.4 B-5101 2 6 -J U N -2 0 1 2 0 8 :4 9 R :\R o a d w a y \P r o j \b 5 1 0 1 _r d y _p s h .d g n $$$$U S E R N A M E $$$$8 /1 7 /9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS P I S t a 1 4 + 9 0 . 9 8 D L = 2 4 3 . 8 0 ’ T = 1 2 3 . 6 1 ’ R = 6 0 0 . 0 0 ’ P I S t a 1 1 + 6 5 . 4 9 D L = 2 0 0 . 8 3 ’ T = 1 0 2 . 1 1 ’ R = 4 5 0 . 0 0 ’ P I S t a 2 2 + 4 5 . 3 6 D L = 2 5 4 . 8 5 ’ T = 1 2 7 . 9 1 ’ R = 1 , 2 0 0 . 0 0 ’ - L - P O T S t a . 1 0 + 0 0 . 0 0 - L - P C S t a . 1 3 + 6 7 . 3 7 - L - P T S t a . 1 6 + 1 1 . 1 7 -L- PC Sta. 21+17.45 -L- PT Sta. 23+72.31 - L - P C S t a . 1 0 + 6 3 . 3 8 - L - P T S t a . 1 2 + 6 4 . 2 0 0 6 0 5 0 4 0 1 E X 0 3 0 2 0 3 0 4 0 5 0 6 0 1 0 2 0 3 0 4 0 1 E X I S T 5 0 ’ T O E X I S T 2 4 ’ + 2 5 . 0 0 E X I S T - L - P O T S t a . 1 3 + 2 5 . 0 0 - L - P O C S t a . 1 3 + 7 5 . 0 0 B E G I N G R A D E G R A U 3 5 0 0 2 2 4 ’ +5 4 .0 0 - L - P O T S t a . 2 0 + 0 0 . 0 0 GRAU 350 G R A U 3 5 0 1 2 ’1 2 ’ 1 2 ’1 2 ’ S K E T C H S H O W I N G B R I D G E / R O A D W A Y R E L A T I O N S H I P N O T E : N O T T O S C A L E 4 ’ 4 ’ P S P S 4 ’P S B E G I N B R I D G E E N D B R I D G E E X 0 2 0 2 0 1 E X 0 2 B E G I N A P P R O A C H S L A B E N D A P P R O A C H S L A B - L - 2 0 +0 0 1 5 +0 0 1 0 +0 0 S E = . 0 6 R O = S E E P L A N S B E G I N T I P P R O J E C T B - 5 1 0 1 E N D T I P P R O J E C T B - 5 1 0 1 5 0 : 1 SEE SHEET 5 FOR -L- PROFILE SEE SHEET S? THRU S? FOR STRUCTURE DESIGN 0 1 TO EXIST 50’ - L - P O T S t a . 1 6 + 1 7 . 2 1 - L - P O T S t a . 1 7 + 4 9 . 7 9 - L - P O C S t a . 1 6 + 0 6 . 2 5 - L - P O T S t a . 1 7 + 6 0 . 7 5 2 G I B E G I N A P P R O A C H S L A B - L - P O C S t a . 1 6 + 0 6 . 2 5 B E G I N B R I D G E - L - P O T S t a . 1 6 + 1 7 . 2 1 - L - P T S t a . 1 6 + 1 1 . 1 7 E N D B R I D G E - L - P O T S t a . 1 7 + 4 9 . 7 9 E N D A P P R O A C H S L A B - L - P O T S t a . 1 7 + 6 0 . 7 5 2 4 ’4 .7 5 ’4 .7 5 ’ 3 3 .5 ’ 0 6 0 5 0 4 0 2 0 3 0 4 G R A U 3 5 0 2 G I 2 G I T Y P E - I I I T Y P E - I I I T Y P E - I I I T Y P E - I I I T Y P E - I I I T Y P E - I I I T Y P E - I I I T Y P E - I I I T Y P . G R A U 3 5 0 T Y P . 2 4 ’ T Y P . +5 3 .0 0 D O N O T D I S T U R B F E N C E - L - P O T S t a . 1 9 + 5 0 . 0 0 E N D G R A D E 4 8 . 0 0 ’ + 8 0 . 0 0 D U E D U E 4 0 . 0 0 ’ 2 5 . 0 7 ’ + 0 0 . 0 0 1 2 4 4 4 . 0 0 4 5 . 0 0 + 8 7 . 0 0 + 8 9 . 0 0 + 0 0 . 0 0 + 9 7 . 0 0 2 4 . 5 7 ’ + 2 5 . 0 0 5 8 . 0 0 ’ + 7 5 . 0 0 5 8 . 0 0 ’ + 0 0 . 0 0 6 3 . 0 0 ’ + 2 5 . 0 0 2 5 . 4 3 ’ + 2 5 . 0 0 5 7 . 0 0 ’ + 7 5 . 0 0 40.00’+52.00 30.12’+00.00 24.88’+00.00 43.50’+23.50 4 0 . 0 0 ’ 2 8 . 6 2 ’ + 7 5 . 0 0 4 0 . 0 0 ’ + 5 2 . 0 0 EX . R / W EX . R / W 3 4 0 . 0 0 ’ 2 8 . 8 5 ’ + 9 5 . 0 0 4 0 . 0 0 ’ 2 5 . 0 9 ’ + 8 0 . 0 0 v v 3 S E L E C 3 S E L E C G A T E M T L G A T E M T L 4 8 " W D R A I L W T 1 8 " R C P 9 ’ G R T 15" CMP WD WD 1 5 ’ G R B S T G A T E M T L 5 4 " C M P R A P R I P B S T B S T 1 5 " C M P 1 2 " R C P T S 1 0 ’ B S T C L A R K C R E E K C L A R K C R E E K C O N O V E R -S T A R T O W N R D S R 1 1 4 9 2 2 ’ B S T T O C O N O V E R C O N O V E R -S T A R T O W N R D S R 1 1 4 9 2 2 ’ B S T 3 S E L E C 7 ’ C O N C H W 7 ’ C O N C H W 4 8 " W D R A I L 1 8 " H D P E 1 4 6 7 8 11 15 1 5 " C M P 6 0 . 0 0 ’ 5 0 .0 0 ’ EIP EIP EIP 3 5 ’ B S T E I P 6 0 .0 0 ’ 7 ’ S O I L 9 ’ G R G A R Y A L B E R T S C H R O E D E R D B 1 7 8 3 P G 2 2 7 T O N Y R A Y S C H R O E D E R D B 2 4 5 8 P G 5 3 1 P B 5 7 P G 1 2 8 DB 1829 PG 923 C H U R C H O F G O D O F N E W S T A R C O M M U N I T Y T E A M O F S E R V A N T L E A D E R S H A R V E Y L F O X A N D K A T H E R I N E F L E A T H E R M A N 2 5 .0 0 ’3 0 .0 0 ’ 9 6 .4 2 ’ 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T 2 0 ’ S A N I T A R Y S E W E R E A S E M E N T OPTIMIST CLUB STARTOWN NEWTON D B 1 0 3 3 P G 8 2 D B 2 0 9 0 P G 3 9 0 A N D W I F E K A T R I N M M I C H E A L V T E L E S C O 7 9 .2 5 ’1 5 .2 3 ’1 0 9 .6 1 ’1 4 .4 4 ’ 5 4 1 .2 0 ’ E X I S T I N G R /W E X I S T I N G R /W EXISTING R/W EXISTING R/W TO EIP 0.69’ R/W E X I S T I N G R /W EXISTING R/W 1 7 1 .9 7 ’ 2 1 5 .6 1 ’ 3 S E L E C B L - 3 1 1 + 6 1 . 3 6 P I N C EIP EIP 1 5 .0 9 ’1 6 8 .4 1 ’1 5 .0 9 ’ E L E V . = 8 4 7 . 1 3 ’ 1 8 0 . 0 0 ’ L T - B L - S T A 1 1 + 8 7 . 0 0 B M # 2 B L -4 5 +0 0 .0 0 P O T 9 0 5 .7 6 ’ V A R . S O I L & G R P B 5 7 P G 1 7 2 1 1 0 .2 6 ’(T O T A L )1 3 9 .2 9 ’(T O T A L )T O R /W 0 .1 5 ’ E I P B S T 14 6 0 ’ A C C E S S E A S E M E N T 7 2 " C H L 1 8 " P V C 1 8 " P V C 1 2 " P V C 1 2 "P V C 1 2 "P V C E X P O S E D A T C R E E K E N C A S E M E N T I S 3 0 .0 0 ’2 5 .0 0 ’ ~ 4 " S T E E L L I N E I S E X P O S E D A T C R E E K B5101-2 18+14.60 POT 6 5 .7 6 ’ + 6 0 .3 4 2 1 .9 0 ’+1 6 .9 7 2 8 .9 7 ’+8 9 .1 8 2 9 .4 2 ’+5 0 .5 9 3 0 .2 9 ’+8 3 .1 1 2 9 .6 6 ’+8 9 .2 2 2 G I 2 G I C L B R I P R A P C L B R I P R A P 0 4 0 1 0 4 0 2 0 4 0 3 0 4 0 4 1 5 " 1 5 " C L A S S I I R I P R A P C L A S S I I R I P R A P S T A 1 5 + 8 0 T O S T A 1 6 + 0 0 L T S H O U L D E R B E R M G U T T E R S T A 1 7 + 5 5 T O S T A 1 7 + 9 0 L T S H O U L D E R B E R M G U T T E R F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C C C C C F F F N A D 8 3 / N S R S 2 0 0 7