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HomeMy WebLinkAbout20170942 Ver 1_401 Application_20170801Carpenter,Kristi From: Ridings, Rob Sent: Tuesday, August O1, 2017 9:18 AM To: Carpenter,Kristi Subject: FW: New Bern Avenue Sidewalk and Transit Improvements: Buffer Authorization Follow Up Flag: Follow up Flag Status: Flagged I apologize---this somehow got buried under other emails. It's for for city of Raleigh--- buffer approval only so no fee. If you can just assign and number and put into lazerfiche that's all that's needed. Thanks! ! -r From: Sullivan, William [mailto:William.Sullivan@kimley-horn.com] Sent: Monday, July 24, 2017 11:35 AM To: Ridings, Rob <rob.ridings@ncdenr.gov> Cc: Hartshorn, Jason <jason.hartshorn@kimley-horn.com> Subject: New Bern Avenue Sidewalk and Transit Improvements: Buffer Authorization ShareFile Attachments Expires January 20, 2018 _NewBernAve_Sidewalk_Buffer_Authorizat....24.pdf �.� iv�B NewBernAve_Sidewalk_Plan_Set.pdf 22.3 MB William Sullivan uses ShareFile to share documents securely. Learn More. Dear Mr. Rob Ridings, On behalf of our client, The City of Raleigh, Kimley-Horn is requesting a Buffer Authorization for the New Bern Avenue Sidewalk and Transit Improvements project located in Raleigh, Wake County, NC. The project consists of the installation of multi-use paths along New Bern Avenue from Tarboro Street to Raleigh Boulevard as well as pedestrian improvements at key intersections including crosswalks, pedestrian signals, and transit shelters/stops. The purpose of this project is to improve connectivity and safety for pedestrians along New Bern Avenue. The project proposes to impact three different buffered sites within the New Bern Avenue right-of-way. No streams will be impacted as part of the proposed project. All three impact sites would occur as a result of a change of use from roadway fillslope to multi-use trail. To assist in your evaluation of this Buffer Authorization, the following information has been included in the attached package: � NCDWR Buffer Authorization Form • Signed Agent Authorization • Vicinity Map • USGS Topographic Map • Aerial Photograph with Jurisdictional Features • NRCS Soil Survey of Wake County • Permit Drawings • NCDWQ Stream Identification Forms • Full Plan Set for the Proposed Project If there is any additional information you need to assist in the processing of this Buffer Authorization, please contact me at (919) 677-2113 or William.Sullivan@kimlev- horn.com. Sincerely, William Sullivan Kimley-Horn � 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 Direct: 919 677 2113 � Mobile: 919 612 5939 Connecf with us: Twitter � Linkedln � Facebook � Instaaram State of North Carolina Department of Environmental Quality Qlvision af Water Resources Division of Water Resources 15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)�b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization FORM: BA 10-2013 Riparian Buffer Authorization Form A. Applicant Information 1. Project Information 1a. Name of project: New Bern Avenue Sidewalk & Transit Improvements Project (TIP# C-5604) 1 b. County: Wake 1c. Nearest municipality: Raleigh 1 d. Subdivision name: 1e. Is the project located in any of North Carolina's twenty coastal counties? � Yes � No If es, answer 1f below. 1f. Is the project located within a NC Division of Coastal Management Area of � Yes � No Environmental Concern AEC ? 2. Owner Information 2a. Name on Recorded Deed: City of Raleigh (linear transportation easement) 2b. Deed Book and Page No. n/a 2c. Map Book and Page No. n/a (include a copy of the recorded map that indicates when the lot was created): 2d. Responsible Party Mukund Moghe (for Corporations): 2e. Street address: 222 W. Hargett Street 2f. City, state, zip: Raleigh, NC 27602 2g. Telephone no.: 919-996-3030 2h. Fax no.: n/a 2i. Email address: Mukund.Moghe@raleighnc.gov 3. Applicant Information (if different from owner) 3a. Applicant is: � Agent ❑ Other, specify: 3b. Name: n/a 3c. Business name n/a (if applicable): 3d. Street address: n/a 3e. City, state, zip: n/a 3f. Telephone no.: n/a 3g. Fax no.: n/a 3h. Email address: n/a 4. Agent/Consultant Information (if applicable) 4a. Name: Jason Hartshorn 4b. Business name Kimley-Horn (if applicable): 4c. Street address: 421 Fayetteville Street, Suite 600 4d. City, state, zip: Raleigh, NC 27601 4e. Telephone no.: 919-678-4155 4f. Fax no.: n/a 4g. Email address: Jason.Hartshorn@kimley-horn.com FORM: BA 10-2013 Page 1 of 6 B. Project Information and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): n/a (linear transportation project) 1 b. Site coordinates (in decimal degrees): Latitude: 35.780487 Longitude: -78.596812 1 c. Property size: 54.4 acres 2. SurFace Waters 2a. Name of nearest body of water to proposed project: Crabtree Creek 2b. Water Quality Classification of nearest receiving water: C; NSW 2c. River basin: Neuse River 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The proposed project consists primarily as a four lane, median separated road (New Bern Avenue) and NC DOT right-of-way. Land use in the vicinity of the project is comprised of primarily high-density residential and commercial development. 3b. Attach an 8'/z x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site 3c. Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map de ictin the ro'ect site 3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 130 LF 3e. Explain the purpose of the proposed project: The purpose of the proposed project is to update and construct sidewalks along New Bern Avenue between Tarboro Street and Sunnybrook Road. The proposed project will increase pedestrian and traffic safety, as well as improve drainage and landscaping along New Bern Avenue. 3f. Describe the overall project in detail, including the type of equipment to be used: The City of Raleigh, in coordination with the North Carolina Department of Transportation (NCDOT), proposes the following sidewalk and transit improvements to New Bern Avenue from Tarboro Street to Sunnybrook Road. Between Tarboro Street and Raleigh Boulevard, the proposed improvements include 14-foot wide sidewalks on the back of curb, upgraded transit stops, LED street lighting, streetscape, and landscaping. Between Raleigh Boulevard and Sunnybrook Road, the proposed improvements include an 8-foot street-side trail separated from travel lanes by a grass strip, with curb and gutter where required to stay within right-of- way, as well as pedestrian/traffic signalization modifications and drainage improvements where required. The project will be constructed using equipment typical of sidewalk projects, including skid steers, pavers, and cement mixers. FORM: BA 10-2013 Page 2 of 6 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by � Yes ❑ No ❑ Unknown the Corps or State been requested or obtained for this Comments: A Preliminary Jurisdictional property/ project (including all prior phases) in the past? Determination was submitted to the USACE in September 2016 and documentation is currently pending. NCDWR confirmed the buffer determination on October 5, 2016. 4b. If yes, who delineated the jurisdictional areas? Agency/ Consultant Company: Kimley-Harn Name (if known): Jason Hartshorn, PWS Other: 4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. The USACE processed the Preliminary Jurisdictional Determination as a desktop review on 10/5/2016 under Action ID# SAW-2016-01856. 5. Project History 5a. Have permits or certifications been requested or obtained ❑ Yes � No ❑ Unknown for this ro'ect includin all rior hases in the ast? 5b. If yes, explain and detail according to "help file" instructions. n/a 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. n/a FORM: BA 10-2013 Page 3 of 6 C. Proposed Impacts Inventory 1. Buffer Impacts 1a. Project is in which protected basin? � Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Jordan ❑ Goose Creek 1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. Buffer impact Reason for Type of impact Stream name Buffer mitigation Zone 1 Zone 2 number — impact (exempt, required? impact impact Permanent (P) allowable, (sq ft) (sq ft) or Temporary allowable w/ T mitigation) Site 1 Greenway/ Allowable Stream S3 — � Yes � No 108.55 1,757.45 � P❑ T Hiking Trail UT to Crabtree Creek Site 2 Greenway/ Allowable Stream S3 — � Yes � No 1,158.09 1,182.84 � P❑ T Hiking Trail UT to Crabtree Creek Site 3 Greenway/ Allowable Stream S5 — � Yes � No 1,155.04 1,991.91 � P❑ T Hiking Trail UT to Crabtree Creek Total buffer impacts 2,421.68 4,932.20 1 c. Comments: Permanent buffer impacts will result from the grading and installation of portions of multi-use path along New Bern Avenue. The construction of new multi-use path and the improvements of existing pedestrian facilities will provide improved safety for both automobiles and pedestrians along the New Bern Avenue roadway corridor. Under the provisions set forth by the Neuse River Buffer Table of Uses, the construction of greenways/hiking trails is considered "Allowable". D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Impacts to the buffer zones and streams within the project corridor have been avoided and minimized to the extent practical. Impacts associated with crossings over stream features in the project corridor have been avoided entirely by using existing culverts and aligning the trail within existing right-of-way footprints. New multi-use path facilities, curbs, and gutters have been aligned to avoid and reduce impacts to buffer zones. In addition, existing facilities were used where feasible to reduce the amount of new construction and impervious surface in area. All stormwater discharges associated with the project have been located outside of riparian buffers and stormwater outfalls have been protected with dissipater pads to ensure that non-erosive velocities are maintained. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Impacts to the buffer zones within the project corridor will be minimized and avoided to the extent practical throughout the construction process. Where feasible, construction activities and staging areas will take place outside of the buffer zones. Additionally, silt fencing will be placed along the downslope limits of disturbance to control the sediment generated during construction. Standard Sediment Control Measures (SCM) will be used throughout the construction process to minimize impacts to buffers and downstream receiving waters. FORM: BA 10-2013 Page 4 of 6 2. Buffer Mitigation 2a. Will the project result in an impact within a protected riparian buffer that ❑ Yes � No requires buffer mitigation? 2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and calculate the amount of mitigation required in the table below. Zone Reason for impact Total impact Multiplier Required mitigation s uare feet s uare feet Zone 1 3(2 for Catawba) Zone 2 1.5 Total buffer mitigation required: 2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS ❑ Yes ❑ No proposed? 2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS. 2e. If no, then discuss what type of mitigation is proposed. 2f. Comments: No buffer mitigation will be required as part of the proposed project. E. Diffuse Flow Plan All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. Include a plan that fully documents how diffuse flow will be maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form. If due to site constraints, a BMP other than a level spreader is proposed, please provide a plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP Manual and attach a BMP Supplement Form. � Diffuse flow ❑ Other BMP F. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of ublic federal/state land? 1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes � No environmental document pursuant to the requirements of the National or State (North Carolina Environmental Polic Act NEPA/SEPA ? 1 c. If you answered "yes" to the above, has the document been finalized by the State ❑ Yes ❑ No Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: n/a 2. Violations 2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated ❑ Yes � No Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Ri arian Buffer Rules 15A NCAC 026 .0200 ? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): n/a Jason Hartshorn, PWS ApplicanUAgent's Printed Name � 7/19/2017 Date FORM: BA 10-2013 Page 5 of 6 Applicant/Agent's Signature (AgenYs signature is valid only if an authorization letter from the applicant is provided.) Send 3 complete sets of this form and accompanying documents to the following: For government transportation projects sent by First Class Mail via the US Postal5ervice: NC DWR, Transportation Permitting Unit 1617 Mail Service Center Raleigh, NC 27699 - 1617 For all other projects sent by First Class Mail via the US Postal5ervice For government transportation projects sent by delivery service (UPS, FedEx, etc.J: OR NC DWR, Transportation Permitting Unit 512 N. Salisbury Street Raleigh, NC 27604 For all other projects sent by delivery service (UPS, FedEx, etc.J: Karen Higgins Karen Higgins NCDWR — 401 & Buffer Permitting Branch �R NCDWR — 401 & Buffer Permitting Branch 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699 - 1617 Raleigh, NC 27604 FORM: BA 10-2013 Page 6 of 6 AGENT AUTHORIZATION FORM AGENT AUTHORIZATION FORM Name: Mukund R. Moghe, Project Engineer-II, City of Raleigh Address: 222 W. Hargett Street, Raleigh, NC 27602 Phone: (919) 996-3030 Project Natne/Description: New Bern Avenue Sidewalk & Transit Improvements Date: March 7, 2016 The Department ofthe Army U.S. Army Corps of Engineers, Wilmington District Attention: Eric Alsmever Field Office: Raleigh Re u�y Field Office Re: Wetland Related Consulting and Permitting To Whom It May Concern: The City of Raleigh hereby designates and authorizes Kimley-Horn and Associates, Inc, to act in my/our behalf as my/our agent solelv for the purpose of processing Jurisdicfional Determinations, Section 404 permits/Section 401 Water Quality Certifications applications, and Neuse River Basin Ripazian Buffer Determinations, and to furnish upon request supplemental information in support of applications, etc. from this day forward until successful completion of the permitting process or revocation by the owner. In addition, I, the undersigned, a duly authorized owner of record of the easement identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Cotps) to enter upon the easement herein described far the puipose of conducting on-site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. Authorized this the 7�h day of March, 2016. City of Raleigh Print Property Owner's Name Prope Owner's Signature Cc: Karen Higgins NC Division of Water Resources 401 & Buffer Peirnitting Unit 1650 Mail Service Center Raleigh, NC 27699-1650 FIGURE S Project Corridor � Tarboro St to Raleigh Blvd Raleigh Blvd to Sunnybrook Rd I City of Raleigh � Wake County �- ° '1 " Wake County � °` City of Raleigh , Figure 1 Project Vicinity New Bern Avenue Sidewalk and Transit Improvements Project Raleigh, Wake County � � � I � , , �� � . ,� _ 1 ,� _.�- , + . � , �,�� �,, . �11 , r �.�� ,� —�' w r r � �4?.— • ... � ���� �q 1 , ` � 1�:• �".,/�� r•� �+ � ` � � � � � —s-= ; �1M' � I �! �+�� ^' % {. �--� ; ' � 1 f - � _� � �1 � . 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G � � :_�r�� Feet � ,- 4`. � • i � cec� � ; ` �'' - • � Survey Boundary � 0 500 1,000 1,500 2,000 >;�' f1� �u c�`p R,,p , ~ - U r� `'e��. �-� ' � EM'a � _ _ � � - " Figure 4- NRCS Soil Survey New Bern Avenue Sidewalk Project � � ' Raleigh, Wake County, NC ��'�I� September 2016 PE�:MIT DRA�'VINGS PERMIT DRAWING SHEET 1 OF 4 SITE 2 ZONE 1 PERMANENT IMPACTS=1158.09 SF ZONE 2 PERMANENT IMPACTS =1182.84 SF A�IUST CB � � � � � � �� ' � � , — � \ . REfNN . \ —. � y t�� ' I I I I I I I __�---==M�� ,/ ' REfAIN EXIST CB � . • � � d -_-_ � _______ SITE 1 ZONE 1 PERMANENT IMPACTS =108.55 SF 7.nNF. � PF.RMANF.NT 7MPA(:T.0 -1757 45 SF --------- '---- � '__--- - � � v � .w \ /� . � 5 LEGEND ..'.�J `.lU V`.:: �i�ll�] PERMAI�IEI�T IMPACTS ZONE 2 TEMPORARY IMPACTS ZONE 1 � TEMPORARY IMPACTS ZONE 2 _ _ _ _ _ . DENOTES LIMITS Of- DISTURBED AREA �...•■ ■Z'I � '../„/�a � �'—`• ./o��,��� � ,,� \ 1. PREPAkE� Bv, Kimley>>> Horn 421 FAYETTEVILLE STREET,SUITE 600 RALEIGH, NC 27601 PHONE: (919) 677-2000 FAX:(919)677-2050 tia � - ._._ �����-� CLNSS '9' RIP RAP /� /��/ p f5T 1 TONS EST 5 SY GEO / / . // �BZ� � ���� �.���► . m z el . `�i8r ��- �;---- Sa---- ---�-----_ -� SPEC�AI'�'DI�SMEE1 F 2- SEE DETAIL 9 r16LF 1� Zlbpll ��?�'y��� ... 111 _� �/I 1 wv 10�1 %�5j5� � � �� — — — — � � --_-=_--_--- , � sPeaA� �v� ortcN — `�� SEE DETAIL 9 SHEET 2-F � ` �� \ m9.E- �?e\ PE NO. F-0702 25 0 50 1" = 50' � �� �i � �� -n NEW BERN AVENUE SIDEWALK PERMIT DRAWINGS PERMIT DRAWING SHEET 2 OF 4 C SITE 2 ZONE 1 PERMANENT IMPACTS=1158.09 SF ZONE 2 PERMANENT IMPACTS =1182.84 SF A�IUST CB � � � � `\ �� � � --�---_=�..�\ i \ � �� _. \.— — � � _ � — � � -----t-----e----ti-- , , ,�, , -Y����__�L_�_.�l_�� . � _ — a- _ /_. � - , _ � —'� ,—'� '�� — � = , , � , , � ��,�--- _Z ��� ` ` ������L � � �'`� � > � � \ ��..�.��� ``��.� Z ,_L__ 1 � � 1 ___...1 .. � � v v � 'w \ /� � LEGEND REf NN ����� , ,, tia � ' -- �� ,a.�/ CLNSS '9' RIP RAP / / f5T 1 TONS EST 5 SY GEO �/ I/ lei� �'���'`� _ - ��� ..,.�� � s� � — / _� � �SITE 1 BZ� el1 _ _ _ ==s- ZO' NE 1 PERMANENT IMPACTS =108.55 SF "—— —� ZONE 2 PERMANENT IMPACTS =1757.45 SF ,� � _ � � � , — _ � � 3�� ' 'i ���_.�_�.���� � .'�_ �i_--_.— � _� — � z :a -------------- --�--- —> Z�0 f SPEC�AI'�' DItSMEET 2_F SEE DETAIL 9 � � � 16LF 1� 216 pl1 \�. .. � ' I � INV 1I`l11 11515 \` � � � � _ _ .a _ �� `jq � � \ \ � _ — �„,� - e . _�e�" �� � , ` j '•. — '�e /,��,w�je \; � � �y^.r-`,��.o / j° =z\ --'�-�a �'; �'� /'a \�a� a ��� . � � � `\� . . . � . . . � /�tiry \ \ 9` ` .e\. PERMAI�IEI�T IMPACTS ZONE 2 TEMPORARY IMPACTS ZONE 1 TEMPORARY IMPACTS ZONE 2 DENOTES LIMITS Of- DISTURBED AREA PREPAkE� Bv, Kimley>>> Horn 421 FAYETTEVILLE STREET,SUITE 600 RALEIGH, NC 27601 PHONE: (919) 677-2000 FAX:(919)677-2050 PE NO. F-0702 25 0 50 1" = 50' sPeanL �v� oircN — SEE DETAIL 9 SHEET 2—F �� � �� —.i NEW BERN AVENUE SIDEWALK PERMIT DRAWINGS PERMIT DRAWING Z=e SHEET 3 OF 4 ,� �" � �� �j p,, 110 /' fRd' �o � QFl9 �P� . ,Z0 .;-�� /�/� l R 0. CLA 5'B' RIP RAP / �; ��i/� _ EST 1 TONS ES 5 SY GEO /' / F � - 360 , - F � � ` ^I I I I I I I I I I I I I I Y• � ' SELBMP,,. . � � / �� — °` � /� //�� . /�j / / � � �' � ' � � v � _ � ' � `` �� ��� �i/ .-r j ;��/' / e a ' � ` I � � ao Ce g°°° BZ � SI TE 3 �� ��`` � E ��4 _ ZONE 1 PERMANENT IMPACTS=1155.04 SF ' -- - - - - - - � W ___________ ZONE 2 PERMANENT IMPACTS=1991.91 SF �' BL•2". I — ■ ,�l.A � ��;"�' m � ,, �ia � cw�.. � �... - - - - - . �� r p �R C3.. ,:.,� ,, � � - - - ------- ------------- ------- ----- � z � '� IB" RCP �III 1 RCP-III �� ^ � REMOVE E%IST 2GI P.CP-III ��455 '8' RIP RAP PLLIG FILL AND A�ANDON EST I TONS GRnDE OUTFALL DITCH E%ISi 18" RCP IS" RCP III EST 5 SY GEO qND ROA�WAV �- IS" RCP-IV /' SHOUL�E0. TO DRAIN s 210.�e.��� �.' '����'.�.."�--e — �..� -��, ��"_� '_ �J - _\� �\ � �. _� — ' � // / /� _v / �. -- _. 4`� — — — — — --st / , — ' .. --__._._.�=_e _ -�- � g . �� �_ vio h� TiE i0 exisT _ � T ]<" RCP � •�utr �� f ._ ��lySrt i 7 .. . ..40C�Iv C�� — _ ._an or, v+ � Che kT retaA �yL'.'. LEGEND ..',.�J`.lU V`..: �i�ll�] PERMAI�IEI�T IMPACTS ZONE 2 TEMPORARY IMPACTS ZONE 1 � TEMPORARY IMPACTS ZONE 2 _ _ _ _ _ . DENOTES LIMITS Of- DISTURBED AREA PREPAkE� Bv, Kimley>>> Horn 421 FAYETTEVILLE STREET,SUITE 600 RALEIGH, NC 27601 PHONE: (919) 677-2000 FAX:(919)677-2050 PE NO. F-0702 25 0 5o NEW BERN AVENUE SIDEWALK PERMIT DRAWINGS 1" = 50' PERMIT DRAWING SHEET 4 OF 4 \ —rN — — i�l-A �CN.�/YA � g � � � � �q —.—_ __�� z ze t10 <�5 � m ��10 CLA 5 'B' RIP RAP EST 1 iONS / ES 5 SV GEO / F 360 ' � � � _ F � 5" CMP L8 a. � / �'"'9; �, —. --- �—e � _ e � ��,, _ . _ � .� � __,;�/ :a�e �' _r` - _ � . . � � � - � � -- _ :3�_ ,�Ei��y��-- _�R�— r� — � � � _ � _ 1 � � _ `_� _� ��� �������� `` __, _ � y� ' _--,.i_ — _.. i .�1,.--- � — �1 RCP-III , � CLA55 'B� RIV RAP , ESt 1 iONS �o EST 5 SV GEO GRnOE OUTFALL �ITCH � — Y AN� ROADWAY � SMOULDER TO DPAIN � 2103 ' � � .. � _ � . . e � - '� �. - -' �� /O / �. � o ti : �� . � .��v' - _ � -�c�r:-. f � _. _ - �.1�YEil_ - ••s t r � l��if � �� 1 A RiI�,T ,e• �� � SITE 3 ZONE 1 PERMANENT IMPACTS =1155.04 SF ZONE 2 PERMANENT IMPACTS=1991.9I SF REMOVE EXISi 1GI PLUG FiLI AND ABaNDON („ f%ISl' 18" RCP 15" RCP�III 15" RCP-IV 1 rie ro exisr 1d" RCP LEGEND ..',.�J`.lU V`..: �i�ll�] PERMAI�IEI�T IMPACTS ZONE 2 TEMPORARY IMPACTS ZONE 1 � TEMPORARY IMPACTS ZONE 2 _ _ _ _ _ . DENOTES LIMITS Of- DISTURBED AREA PREPAkE� Bv, Kimley>>> Horn 421 FAYETTEVILLE STREET,SUITE 600 RALEIGH, NC 27601 PHONE: (919) 677-2000 FAX:(919)677-2050 PE NO. F-0702 � /,= ---' — _ ' - i f � - _ _ - � ' , 25 0 50 1" = 50' S(2 iu / ARn,TA i� �- NEW BERN AVENUE SIDEWALK PERMIT DRAWINGS SUMMARY TABLE SITE NUMBER BUFFER ZONE 1 IMPACTS BUFFER ZONE 2 IMPACTS TEMPORARY (SF) PERMANENT (SF) TEMPORARY (SF) PERMANENT (SF) 1 0 108.55 0 1757.45 2 0 1158.09 0 1182.84 3 0 1155.04 0 1991.91 TOTAL 0 2421.68 0 4932.20 Stream D ata Fo rms North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 New Bern Ave Date: 5/11/2016 Project/Site: Sidewalk Project Latitude: 35.780849 Stream S3 EV81U8tOf: J. Hartshorn (Kimley-Horn) County: Wake Longitude: -78.596562 Total Points: 39.5 Stream Determination (cir e Other Stream is at least intermittent Ephemeral Intermitten Perennial e.g. Quad Name: Raleigh East if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 21 Absent Weak Moderate Strong Score 1a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 2 3. In-channel structure: ex. riffle-pool, step-pool, ripple- 0 1 2 3 3 poolsequence 4. Particle size of stream substrate 0 1 2 3 3 5. Active/relic floodplain 0 1 2 3 2 6. Depositional bars or benches 0 1 2 3 2 7. Recent alluvial deposits 0 1 2 3 1 8. Headcuts 0 1 2 3 0 9. Grade control 0 0.5 1 1.5 1 10. Natural valley 0 0.5 1 1.5 1 11. Second or reater order channel No = 0 Yes = 3 3 artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 10 12. Presence of Baseflow 0 1 2 3 3 13. Iron oxidizing bacteria 0 1 2 3 1 14. Leaf litter 1.5 1 0.5 0 1.5 15. Sediment on plants or debris 0 0.5 1 1.5 1 16. Organic debris lines or piles 0 0.5 1 1.5 0.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 8.5 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos (note diversity and abundance) 0 1 2 3 1 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0.5 23. Crayfish 0 0.5 1 1.5 0.5 24. Amphibians 0 0.5 1 1.5 0.5 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream S3 is a strong perennial stream that crosses beneath New Bern Avenue. Multiple offsite streams drain into S3, and the stream valley and meander of S3 are both well-developed. Fish, crayfish, frogs, and various macrobenthics were observed in the stream. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 New Bern Ave Date: 5/11/2016 Project/Site: Sidewalk Project Latitude: 35.780243 Stream S4 EV81U8tOf: J. Hartshorn (Kimley-Horn) County: Wake Longitude: -78.596843 Total Points: 32 Stream Determination (cir e Other Stream is at least intermittent Ephemeral Intermitten Perennial e.g. Quad Name: Raleigh East if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 17 Absent Weak Moderate Strong Score 1a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 1 3. In-channel structure: ex. riffle-pool, step-pool, ripple- 0 1 2 3 3 poolsequence 4. Particle size of stream substrate 0 1 2 3 3 5. Active/relic floodplain 0 1 2 3 1 6. Depositional bars or benches 0 1 2 3 1 7. Recent alluvial deposits 0 1 2 3 1 8. Headcuts 0 1 2 3 0 9. Grade control 0 0.5 1 1.5 0.5 10. Natural valley 0 0.5 1 1.5 0.5 11. Second or reater order channel No = 0 Yes = 3 3 artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 12. Presence of Baseflow 0 1 2 3 3 13. Iron oxidizing bacteria 0 1 2 3 0 14. Leaf litter 1.5 1 0.5 0 1.5 15. Sediment on plants or debris 0 0.5 1 1.5 0.5 16. Organic debris lines or piles 0 0.5 1 1.5 1 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos (note diversity and abundance) 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream S4 is a perennial stream that flows parallel to King William Road and drains into S3 near the culvert inlet at New Bern Avenue. Offsite streams drain into S4 before the confluence with S3. Stream S4 is linear and may have been channelized or naturally migrated to flow along King William Road with minimal meander. � a � � � �� � 0 0 ; 0 � � � c 0 � � c 0 � a� c � Q C � m � � i � 0 � 0 0 � 0 � 0 � I Q � SURVEYS PROVIDED BY: McKim and Creed and CH Engineering GEOTECHNICAL INVESTIGATIONS BY: Froehling & Robertson, Inc. GRAPHIC SCALE �o 0 20 PLANS 10 0 20 PROFILE (HORIZONTAL) 2 0 4 PROFILE (VERTICAL) BEGIN PROJECT BEGIN CONSTRUCTION -L- STA 11 + 99.59 Tp D RALE/GHN ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS PUBLIC IMPROVEMENT QUANTITIES PUBLIC STREET (LF) CURB & GUTTER (LF) PUBLIC 6' CONCRETE SIDEWALK (LF) PUBUC 8' CONCRETE SIDEWALK (LF) PUBLIC 10' CONCRETE SIDEWALK (LF) PUBUC 14' CONCRETE SIDEWALK (LF) PUBLIC WATER (LF) PUBLIC SEWER (LF) TOTAL PROJECT LENGTH (LF) X,XXX LF E E�ENTO►� STREET �SR 2298) (SR 2911) NEW BERN AVENUE E1�1 I1�lEERl1� ER I E DEPAR TME1�T G G s vc s THE DE l 1�l A1�lD 11l TR TI 1�l DI I l 1� sG cos Uc o vso Z D v 00 w � Z � � 0 0 � w w � � cn W � � � w � Z C ITY P RO w �--' N � Q H u'i FROM N C D OT T. I. P.: C-5 6 04 OA J E CT N O S: PW XX XXX & I P—XX—XX TARBO RO STRE ET TO S U N NYB ROO K ROAD TYPE OF WORK: GRADING, CURB AND GUTTER, SIGNALS, SIDEWALK, AND DRAINAGE w w � � N � W � U Z 4 6 7 8 9 RUFFIN HALL C ITY I��IANAG E R � � w J ^ �N W mN i � = N � � w w � J W � m 25 ► u— : /0 � � iv,���,�'o W � � � �� Q � � � � � � J^ N � N tn mN Z � Vi Q � _ W J � Q 0 o �ti w ��� J `� �ti ° �oc � _ 26 � 27 �� /2 Q � w J � Q � O : � 13 a � W J W � W m � 0 29 — �4 � w � � U ' ENLOE � � HIGH � p SCHOOL Z Z W w � Q� V J Q V 30 31 32 15 16 ►7 NAN CY Mc FARLAN E 1��1AY0 R RALEIGH COUNTRY CLUB � rn � rn < rn C rn 50 , �o 401 50 , n . � ' � Q ,. ��;�� „ �� ; �''�RRyR 440 64 0 7 0 � ��..P �o 4 01 �v �P� Q� :;-`i ��`' � � �'P PROJECT REFERENCE NO. SHEET NO. / 65% P LAN S 1�1�E]L,I�I�1.�R_� �L,��1� ID�D Iti�Q�C' �7�]E 1F��; �,�➢iV���llB!crC�[����;t ; i '-� - ' 440 � �--�; ,�'� � , � ���. _ � � ��.in ��n i��T � , ILI`IV 1 1\VJL�1 ��`��.� — 6 4 0 c i m CREFK � _ � o c� * - �� m w �, Q' J . .. w�k� /` I�— �' ceme� i � \� � E EDENTON STREET Z Y NEW BERN AVENUE : ^ 0 k�NG � _ . ",� w/< m �-- i; . -.. 2 R�'��� z -_'� P o � -__, � . �° `� ' .p �E Rp M ' i �i / 6�0 g�v0 _ � � ,, ; ; MARTIN � �p LUTHER �� KING N� I /� ' ,A, i , � ��V . � BEGIN PROJECT °� ;! � � WAWUT CREEK � ` `` _ __ ` � '_ ';'' _ � � ,�_ - + , , i O i . ' _ ..,,� � ` PROJECT LOCATION Raleigh, Wake County, NC o �o �� . END CONSTRUCTION �� END PROJECT -L- STA 122 + 39.59 s�NNye (SRR�O/� s44J Roqo rn �� Fq � s�.c rn �j �� v`�'°� ,J ���`� C�,p�" Fj �i �� �' v O � � � � z 33 : 2� � v - �9 p KiHG � ����/ � �M RO,q� rn WAKEMED SO,�,� ��L �'LF RALEIGH LF ��� s'�' C CAMPUS tiF� '�A� �O S O �O ���� PLANS PREPARED FOR THE CITY OF RALEIGH BY: ■ im e > orn CO 2017 NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY � C Oi � � � � � � � � � O � O i � � � � c 0 � i c O � i a� C a� � Q c i m 3 a� Z I � � O � O i � � � O � I Q � i Y INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 1-A INDEX OF SHEETS, ROADWAY STANDARD DRAWINGS, AND GENERAL NOTES 1-B CONVENTIONAL SYMBOLS 2 TYPICAL SECTIONS AND PAVEMENT SCHEDULE 2A-2F CONSTRUCTION DETAILS 2G CURVE DATA SHEET 3- DRAINAGE SUMMARY SHEETS (OMITTED) 4 TO 39 SIDEWALK PLANS AND PROFILES 40 RETAINING WALL ENVELOPES EC-1A THRU EC-13 EROSION CONTROL PLANS TMP-1 THRU TMP-2 TRAFFIC MANAGEMENT PLANS PMP-1 THRU PMP-12 PAVEMENT MARKING AND SIGNING PLANS L- LANDSCAPE PLANS AND DETAILS (OMITTED) SIG. SIGNAL PLANS (OMITTED) SIG. PUSH BUTTON DETAILS (OMITTED) SCP- CABLE ROUTING PLANS (OMITTED) E- LIGHTING PLANS AND DETAILS (OMITTED) UO- UTILITIES BY OTHERS PLANS (OMITTED) X-0 THRU X-42 CROSS SECTIONS THE FOLLOWING CITY OF RALEIGH STANDARDS ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD NO. DESCRIPTION PRCR-01 PRCR-02 P RC R-03 PRCR-04 P RC R-05 PRCR-06 P RC R-07 T-10.01.1 T-10.01.2 T-10.03 T-10.04 T-10.05 T-10.24 T-10.25 T-10.26.1 T-10.26.2 T-20.01.1 T-20.01.2 T-20.01.3 T-20.01.4 T-20.01.5 T-20.01.6 T-20.02 T-20.03 T-20.04.1 T-20.04.2 T-20.04.3 T-20.04.4 T-20.05 T-30.01 T-30.03 TREE PROTECTION FENCE TREE PROTECTION FENCE LAYOUT TREE PLANTING DETAIL TRENCHING/TUNNELING NEAR EXISTING TREES PRUNING BOX FOR UTILITY EASMENT TREE GRATE IN SIDEWALK WITHIN ROW TREE PLANTING IN SIDEWALK WITHIN R.O.W. DRIVEWAY AND SIDEWALK DETAIL DRIVEWAY AND SIDEWALK DETAIL RESIDENTIAL DRIVEWAY INSTALLATION ON NON CURB AND GUTTERED STREETS DRIVEWAY GRADES ASPHALTPAVEMENTPATCH STANDARD METHOD OF REMOVING EXISTING CURB STANDARD METHOD OF ENDING CURB AND GUTTER CURB AND GUTTER CURB TRANSITION TO 2'-6" VALLEY GUTTER CURB RAMPS CURB RAMPS (NEW DEVELOPMENT) SIDEWALK ACCESS RAMPS CURB RAMPS (RETROFIT) CURB RAMPS (RETROFIT) CURB RAMP NOTES MEDIAN ISLAND CURB RAMP/CUT THROUGHS PEDESTRIAN REFUGE DETECTABLE WARNING SURFACE PAVEMENT DETECTABLE WARNING SURFACE PAVERS DETECTABLE WARNING SURFACE, SURFACE APPLIED (RETROFIT ONLY) DETECTABLE WARNING SURFACE, CAST-IN-PLACE PAVEMENT MARKINGS HIGH-VISABILITY PEDESTRIAN CROSSWALK CONCRETE SIDEWALK CONCRETE /BRICK PAVER SIDEWALK DETAIL THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN THE IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD NO. DESCRIPTION 300.01 METHOD OF PIPE INSTALLATION 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES 840.01 BRICK CATCH BASIN - 12" THRU 54" PIPE 840.02 CONCRETE CATCH BASIN - 12" THRU 54" PIPE 840.03 FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN 840.14 CONCRETE DROP INLET - 12" THRU 30" PIPE 840.15 BRICK DROP INLET - 12" THRU 30" PIPE 840.16 DROP INLET FRAME AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15 840.18 CONCRETE MEDIAN DROP INLET TYPE 'B' - 12" THRU 36" PIPE 840.24 FRAMES AND NARROW SLOT SAG GRATES 840.25 ANCHORAGE FOR FRAMES - BRICK/CONCRETE/PRECAST CONCRETE REVe No.a I P,EVISIONr I DATEe I �JRAWN BYe I CHECkFJ Er: I��i��i� docuiT�ent, tnqether with the cor���e�ts �nd �1Psiar�s preser� 1 e� herelr�� as c�n ir�strun-i�r�1- r�f �ervice� is intended orily for the s�aci-Fic purpose an� cli�nt For w' iieh it w�� pr�pareda F'ause �� f- an�� Pii �rop�r ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�atiun and aduptiun hy I<,imle�i-H���rn and 4,so iotes, In��, � �c�ll be without liar�ility to h.imlcy Hc�rn and �sso��I�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 STD NO. DESCRIPTION 840.27 BRICK MEDIAN DROP INLET TYPE 'B' - 12" THRU 36" PIPE 840.29 FRAMES AND NARROW SLOT FLAT GRATES 840.31 CONCRETE JUNCTION BOX - 12" THUR 66" PIPE 840.32 BRICK JUNCTION BOX - 12" THRU 66" PIPE 840.34 TRAFFIC BEARING JUNCTION BOX - FOR USE WITH PIPES 42" AND UNDER 840.45 PRECAST DRAINAGE STRUCTURE 840.46 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE 840.54 MANHOLE FRAME AND COVER 840.66 DRAINAGE STRUCTURE STEPS 840.71 CONCRETE AND BRICK PIPE PLUGS 840.72 PIPE COLLAR 852.01 CONCRETE ISLANDS 852.06 METHOD FOR PLACEMENT OF DROP INLETS IN CONCRETE ISLANDS SITE NOTES ALL DIMENSIONS ARE IN RADII, EDGE OF PAVEMENT, TO CENTERLINE, CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED. PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS PER CITY OF RALEIGH SPECIFICATIONS. CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF 4" THICKNESS. CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH NCDOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO THE ROADWAY/DRIVE LANE. REFER TO SIDEWALK PLANS FOR LOCATION. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS. CONTRACTOR TO GRADE FILL/CUT SLOPES TO TIE INTO EXISTING GROUND AND AVOID PONDING. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. DEMOLITION NOTES THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL FROM THE CITY OF RALEIGH AND/OR NCDOT. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS. ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR. STREETLIGHTS, STREETLIGHT FOUNDATIONS, SIGN FOUNDATIONS, AND WAYFINDING SIGN FOUNDATIONS SHALL BE REMOVED BY THE CONTRACTOR DURING GRADING OPERATIONS. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S). CLEANOUTS AND METERS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION THAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH WITH NEW GRADE. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS OTHERWISE NOTED ON PLANS. ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD THERMOPLASTIC PAVEMENT MARKINGS UNLESS OTHERWISE NOTED ON PLANS. ALL WORK MUST BE COMPLETED WITHIN CONSTRUCTION LIMITS SHOWN ON PLANS. REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAWCUT TO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. CONTRACTOR SHALL RESTORE ANY LAY-DOWN AND STAGING AREAS TO ORIG�NAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS. ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND DRAWINGS. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED. SHEET NOTES EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD SURVEY PERFORMED BY CH ENGINEERING AND MCKIM AND CREED AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS NECESSARY TO AVOID DAMAGING OR DESTROYING EXISTING SERVICES. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND APPROVED BY THE CITY OF RALEIGH. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL REMAIN IN PLACE DURING CONSTRUCTION. TRAFFIC CONTROL FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. THE CONTRACTOR, AT ALL TIMES, KEEP THE SITE FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY CONTRACTOR EMPLOYEES OR THEIR WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. DO NOT USE SIDEWALK TRASH CANS OR BUSINESS DUMPSTERS AROUND SITE. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM OF 2 FEET FROM EDGE OF TRAVELWAY PREFARED I�,I THE OFFICE OFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 UTILITY NOTES CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE 1-800-632-4949) AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL." THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY. ALL UTIL�TIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET SO THAT TOPS/RIMS ARE FLUSH WITH FINISHED GRADE OF ROADWAY AND SIDEWALK. LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON THESE PLANS ARE FROM CITY AND UTILITY COMPANY RECORDS ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF RALEIGH PUBLIC WORKS FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND SEWER UTILITIES. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. GENERALNOTES GRADE LINE: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. SIDE ROADS: THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE: DUKE ENERGY PROGRESS (DISTRIBUTION) - JIMMY PERRY - JIMMY.PERRY@DUKE-ENERGY.COM -(919) 805-1743 DUKE ENERGY PROGRESS (LIGHTING) - STEPHEN SHORT - STEPHEN.SHORT@DUKE-ENERGY.COM -(919) 654-6632 PSNC - DUNCAN WARREN - WWARREN@SCANA.COM -(919) 367-2715 GOOGLE FIBER - PAUL KOSKI (BECHTEL) - PJKOSKI@BECHTEL.COM -(919) 379-1643 AT&T - BILLY GRINER - WG239K@ATT.COM -(919) 788-2752 TIME WARNER CABLE - TOMMY ROBERTS - TROBERTS@TELICS.COM -(919) 920-7409 LEVEL 3 COMMUNICATIONS - ALLEN HAIGH - ALLEN.HAIGH@LEVEL3.COM -(336) 209-6793 CITY OF RALEIGH WATER AND SEWER - JANEEN GOODWIN - JANEEN.GOODWIN@RALEIGHNC.GOV -(919) 996-3494 CITY OF RALEIGH LIGHTING - DUSTIN BRICE - DUSTIN.BRICE@RALEIGHNC.GOV -(919) 996-4045 CITY OF RALEIGH TRAFFIC SIGNAL SUPERVISOR - MARK SLENTZ - MARK.SLENTZ@RALEIGHNC.GOV -(919) 996-4337 ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS. CURB RAMPS: CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. THE CONSTRUCTION OF ALL CURB RAMPS SHALL BE IN ACCORDANCE WITH CITY DETAILS OR DETAILS SHOWN ON THE PLANS. THE MAXIMUM SLOPE IS 12:1 FOR ALL CURB RAMPS. CITY INSPECTOR TO REVIEW ALL RAMP FORMS BEFORE CONCRETE POURS. SAFETY: PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE. EROSION CONTROL: THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES. (SEE EROSION CONTROL PLANS) TRAFFIC CONTROL: TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS SHALL CONFORM TO NCDOT 2012 ROADWAY STANDARD DRAWINGS FOR TRAFFIC CONTROL. OTHER: CONTRACTOR SHALL COORDINATE WITH THE CITY OF RALEIGH FOR CITY INSTALLATION OR MODIFICATION OF SIGNING FOR PROJECT. (i.e. PARKING AND BUS SIGNING STREET SIGNS) CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO EACH BUSINESS. BOARDWALKS, BARRICADES, ETC. SHALL BE UTILIZED TO SAFELY CHANNELIZE PEDESTRIAN TRAFFIC THROUGH A WORK ZONE. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT AND THERE WILL BE NO ITEM FOR THIS WORK. THE CONTRACTOR SHALL KEEP THE ROADWAY AND SIDEWALKS CLEAN OF DEBRIS THROUGHOUT THE ENTIRE DURATION OF THE PROJECT. THE CITY WILL INSPECT THE STREETS AND SIDEWALKS PERIODICALLY TO ENSURE THIS IS BEING COMPLETED. THIS WORK WILL BE INCIDENTAL TO THE PROJECT AND THERE WILL BE NO PAY ITEM FOR THIS WORK. CONTRACTOR SHALL COORDINATE WATER AND SEWER WORK WITH THE CITY OF RALEIGH PUBLIC WORKS UTILITY DEPT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PRIVATE UTILITIES. ANY ADDITIONAL SUPPORT OF EXISTING POLES AS REQUIRED FOR TRENCH EXCAVATION. ALL COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR. ALL PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT CONTINUOUS LINE. CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH. CURBS AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH A5 TREES, VEGETATION, FENCING, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE AT A STATE APPROVED DISPOSAL SITE. THE CONTRACTOR SHALL RECEIVE CITY APPROVAL FOR ANY LANDSCAPE REMOVAL NOT SHOWN ON PLANS. CONTRACTOR SHALL MAINTAIN A MEANS FOR INGRESS/EGRESS TO EACH PROPERTY AT ALL TIMES. CONTRACTOR SHALL NOTIFY BUSINESSES AT LEAST 7 DAYS PRIOR TO CONSTRUCTION THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR AREA. WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS NECESSARY, AND AN EASEMENT HAS NOT BEEN PROVIDED, THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL FOR THAT ENCROACHMENT. A COPY OF THIS APPROVAL SHALL BE PROVIDED TO THE ENGINEER. ALL EXISTING BUS STOPS WILL REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE REMOVAL OF EXISTING MATERIAL WITH NEW SHELTER PAD COMPLETION. PROVIDE TEMPORARY PROTECTED AREA ADJACENT TO SITE FOR RIDERS UNTIL NEW SHELTER PAD HAS BEEN ACCEPTED BY THE CITY FOR OPERATION. REPAIR ANY DAMAGED AREAS USED FOR THE TEMPORARY BUS STOP. INDEX OF SHEETS LIST OF STANDARD DRAWINGS GENERAL NOTES PRELI�VII�IAR�Y PLA�1� D�0 NOT 1�5G FOR CONSTRUCTION PG��'�,JECT; INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY NEW BERN AVENUE SIDEWALK ��� �� T�=� =�����_L & TRANSIT IMPROVEMENTS PROJECT Ji i�, NUMBERe � � I � ��_I �, �i (_i r`s 'i =HEET h,lUM2E-;e I-A c�> � N � N � � BOUI�DARIES AND PROPERTY.• State Line ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument � Parcel/Sequence Number �23 Existing Fence Line -X X x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary E"B Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil ;:a�; �'�� Potential Contamination Area: Soil �?� � Known Contamination Area: Water - �`'�� �'�fi, Potential Contamination Area: Water �?�',`; ;^?��; Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � We I I �, Small Mine 'SZ� Foundation 0 Area Outline Cemetery fi Building $CilOOI � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �_ _ _ _ � Jurisdictional Stream �S — Buffer Zone 1 Bz � Buffer Zone 2 Bz z F I ow Arrow �--- --- Disappearing Stream --- --- Spring �--,-�_...� Wetland � Proposed Lateral, Tail, Head Ditch � F/.(Jj�' False Sump � �` � _ � �� l� � � �.�' �� �� �� _l -�, �� � I� � �� �� J � �� �� .� �� � � 9 �� �� � � � � �� (� I� ._� � �� �� ��_� \��` �� :; v � - �-- - � � � � � � Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement ����� CSX TR,4^ISPORTATION O ,�ILEPOST 35 0 s�yrrcH ���� � 0 . W Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — . �� � W �^� 0 "„ �� �c� �_/ E E TDE PDE DUE PUE TUE AUE 0 Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol $ Pavement Removal I�EGETATIDN.• Single Tree Single Shrub � � Hedge Woods Li ne � � � � � � � � � � Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � yineyord coNC , coNc yyyy C WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line PROJECT REFERENCE NO. SHEET NO. / -B TV: coNc H TV Pedestal TV Towe r }----------< U/G TV Cable Hand Hole ��B U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) 0 U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) 5 U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) • • O ►� n � � O a � HH - - - -T- - - - - -T- - T ----TC---- - -TC- - T� - - - -T FO- - - • - -T FO- - - T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information � 0 � � ----�---- --�-- �v A/G y�oter a � HH — — — —TV— — — - - -Ty- - Ty - - - -Ty FO- - - - -Ty FO- Ty FO —c— A/G Gos � O 55 A/G Sanitary SeWer - - - -FSS- - - - - - FSS - - F55 • 0 � �s - ?UTL - 0 UST 0 � � AATU R E.O.I. � c a � a � � � � 0 � � 0 0 � � � � c 0 � � c 0 � � � a� � C � Q c � a� m � Z I � � � O O i 0 � 0 � i Q � Y GROUNDG � � - - � GROUNOG � - - - - SEE ,r�, � � 0.5' 0.5' 6' AR 0' -9' S R/ 02 �� 6" T (t/r Q 2 _ v � r -L- NE�I BERN AVEo `� -LI- EDENTON STe EX/ST EX/ST U Exisr U TYPICAL SECTION NO. 1 -L- STA 11 + 91.76 TO STA 40 + 17.33 RT -Ll- STA 11 + 78.40 TO STA 22 + 76.42 LT -NE�y BERN QVE �yEST BOUND- l; l', EX/ST DI c� ti 0.5' JLL !�V/ L V EX/STING GROUND � � � - - � -L- NE� BERN AVE -NE�y BERN AVE EAST BOUND- CV/CT C2 _ - - - - - - - - - - � EX/ST _ � T � - - - - - - - - - - - - �-- - - � � , //" U � - SEE NOTE 5 GROUNOG � � - - � TYPICAL SECTION NO. lA -L- STA 11 + 96.84 TO STA 19 + 24.92 LT Gh/J/ � - - - � / - - - - - - - - - - - � � i �- - � - � � � - - - - - - - - - - - - - � - � � . - -� V � U GRADE TO TH/S LINE TYPICAL SECTION NO. 2 -WB-C1- STA 10 + 08.00 TO STA 14 + 82.63 -WB-C2- STA 10 + 05.00 TO STA 16 + 23.07 -WB-C3- STA 10 + 05.00 TO STA 12 + 40.70 -WB-C4- STA 10 + 05.40 TO STA 14 + 68.28 -WB-CS- STA 10 + 05.00 TO STA 16 + 11.91 -WB-C6- STA 10 + 05.00 TO STA 17 + 91.79 -WB-C7- STA 10 + 05.00 TO STA 11 + 57.03 -WB-C8- STA 10 + 05.00 TO STA 12 + 04.85 -WB-C9- STA 10 + 05.00 TO STA 11 + 36.19 -WB-C10- STA 10 + 05.00 TO STA 13 + 28.59 -WB-C11- STA 10 + 05.00 TO STA 10 + 97.65 -W B-C12- STA 10 + 05.00 TO STA 14 + 48.78 -WB-C13- STA 10 + 00.00 TO STA 11 + 59.32 -NE�I BERN AVE �yEST BOUND- EX/ST � -L- NE� BERN AVE -NE�y BERN A�E EAST BOUND- � EX/ST I Exisr � - - � \ � 7 - - - - - - - - - - - - -� � \ � i _ ..__ - - � � i_ _ � - - - - - - - - - - - - � � i - . U � Exisr � �- - - - - - - - - - - - - i � � - - ---' - - - - - - - - - - - - - � ���� U � SEE NOTE 5 TYPICAL SECTION NO. 3 -EB-C1- STA 10 + 00.00 TO STA 12 + 16.30 -EB-C2- STA 10 + 00.00 TO STA 10 + 76.77 -EB-C3- STA 10 + 00.00 TO STA 11 + 05.52 -EB-C4- STA 10 + 00.00 TO STA 13 + 16.18 � _ � REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKFD 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In��, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 PREFARED I�,I THE OFFICE OFo l' l' 2.5' 6' 0.5' S R/ 02 \� 6„ Ei r � GRADE TO TH/S UIyE ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 GROUNpG EGROUND _ _ � � � EGROUND � � � - - TYPICAL SECTION NO. 1 B -Ll- STA 11 + 85.86 TO STA 19 + 51.92 RT -EBI- -�IBI- -EB2- -�B2- -EB3- -�B3- -EB4- -�B4- � -EB5- -�B5- TYPICAL SECTION NO. 4 -EBI- STA 10 + 00.00 TO STA 23 + 31.80 -EB2- STA 10 + 00.00 TO STA 23 + 23.70 -EB3- STA 10 + 00.00 TO STA 26 + 05.83 -EB4- STA 10 + 00.00 TO STA 25 + 52.35 -EBS- STA 10 + 00.00 TO STA 12 + 46.46 -WB1- STA 10 + 00.00 TO STA 14 + 06.83 -WB2- STA 10 + 00.00 TO STA 18 + 66.26 -WB3- STA 10 + 00.00 TO STA 19 + 97.76 -WB4- STA 10 + 00.00 TO STA 13 + 92.94 -WB5- STA 10 + 00.00 TO STA 13 + 84.48 TYPICAL SECTIONS GROUNUG /� 1`_ _ - PRELIMINARY PAVEMENT SCHEDULE PROP. APPROX. 2° ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5B, C� AT AN AVERAGE RATE OF 224 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE 59.5B, C2 AT AN AVERAGE RATE OF /68 LBS. PER SQ. YD. lN EACH OF TWO LAYERS C� PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5B, AT AN AVERA6E RATE OF Il2 LBS. PER SQ. YD. PER P DEPTH. TO BE PLACED �N LAYERS NOT LESS THAN �•5° �N DEPTH OR GREATER THAN 2" lN DEPTH. D/ PROP. APPROX.4" ASPHALT CONCRETE INTERMED/ATE COURSE. TYPE ll9.OB. AT A/y AVERAGE RATE OF 456 LBS. PER S0. YD. D2PROP. VAR. DEPTH ASPHALT CONCRETE lIyTERMED/ATE COURSE, TYPE ll9.OB, AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l" DEPTH TO BE PLACE �N LAYERS NOT LESS THAA/ 2.5" OR GREATER THAIy 4" lN DEPTH. PROP, APPROX. 4" ASPHALT CONCRETE BASE COURSE. TYPE E� B25.OB. AT Aly A�ERAGE RATE OF 456 LBS. PER SQ YARD. E2 PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE. TYPE B25.OB, AT QN AVERAGE RATE OF ll4 LBS. PER SO. YARD PER I" DEPTH, TO BE PLACED /N LAYERS NOT LESS THAN 3" OR GREATER THAN 5%2" lN DEPTH. J� PROPOSED 6"AG6REGATE BASE COURSE J2 PROPOSED 8'AGGREGATE BASE COURSE R� PROPOSED 2'-6" CURB AND GUTTER S PROPOSED 4" CONCRETE S/DEyVALK � I PROPOSED COMPACTED EARTH �ATER/AL U EX/STlIyG ASPHALT PAVEMENT V M�LL/NG ASPHALT PA�EMENT, 3' DEPTH NOTES: 1. SEE PLANS FOR SPECIFIC SIDEWALK LOCATIONS. 2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 3. SEE PLAN SHEETS FOR SIDEWALK SUPERELEVATION TRANSITIONS. (2% MAX SUPERELEVATION) 4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. 5. SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT AND CONCRETE PAVEMENT TO PROVIDE 1' MINIMUM WIDTH OF FULL DEPTH PAVEMENT: MATCH EXIST CROSS SLOPE. SEE DETAIL 5 ON SHEET 2-F. 6. MILL EXISTING ASPHALT PAVEMENT TO A DEPTH THAT ALLOWS THE MINIMUM SURFACE COURSE DEPTH. 7. CONCRETE SIDEWALK SHALL BE 6" ACROSS DRIVEWAYS. 8. WHEN SIDEWALK IS 14' WIDE USE 2' STANDARD BRICK PAVER VERGE AT BACK OF CURB (SEE DETAIL SHEETS). INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY PG��'�,JECT; ��,,,����,,�Y �,,,,�,� NEW BERN AVENUE SIDEWALK o� NOT `�5� F�R �aNSTR`��T'o� - & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T ���1T TI� �� QI_E �o� NUMUEr�e iJ I I i��� ��� U�`� '`� sHEEr r,iuMeEra c^; c a � a � � � � 0 � � 0 0 � � � � � � � 0 � c 0 � � c � Q c � m � z 0 � 0 � O � 0 � � 0 � I Q � i Y � N � N \ � EX/ST SEE NOTES ��- DR/VEW AY --� IOTH SEE PLANS 2' FOR W/OTH 2' VARIES PER DRILL (2) 3/4" DIAMETER HOLES W 0.02 0.02 LOCATION DO NOT CRACK CONCRETE � Di� NDl C0�lP,4CT ��lL �> CONCRETE OR �? Z;I 2i N L- �- � - ti #� FE�AR AT l�" �oC.. Fr'UNNIN� ASPHALT DRNEWAY � __ CNGTH-WISE OF SIGCI�I/,Lh� k ' � S �ll 4' � �,� (��N�' J��EW�AL�1 EX/STING� T Jl OR J2 T EXIST/NG ..�.��• •' '' ' / 4"CONCRETE OR 6"CONCRETE OR 4"CONCRETE OR GROUND � GROUND • �• �t � � BACKFILL ASPHALT SIDEVVALK ASPHALT DRI�/EWAY ASPHALT 5/DEWALK GRADE TO TH/5 LINE / � '\`�, __ ��� � � ._� == =�m,= PRECASE CONCRETE WHEEL STOP � � � � �� - NOTES: 6' LENGTH �--'� %���/� * PROPOSED OR/VEWAY l. FOR EX/STING ASPHALT DR/�EWAYS.USE 2" S9.5B ON 6" ���� ' y�IDTH fSEE PLANSJ AGGREGATE BASE COURSE � � - ;U r'l;U!Jl�'D, �l'f;%il EC'T �(IiJT� 2. FOR �RAVEL DR/VEWAYS.USE 6" AG�REGATE BASE COURSE � 4 mm VAPOR �A�'RIER 6N'll H#�7 ST�7NE �DEPi ll VARIC�� 2'-6" CURB & GUTTER 3. FOR CONCRETE DR/VEWAYS,USE 6" JOINTED COIyCRETE P!_ACE 0/V TO�� OF ON 6" AGGREGATE BASE COURSE #5 10" LONG REBAR DRIVEN TO ��'� ��TONE, �ELUW SL�C 4.FOR DR/VEWAYS STEEPER THA/� 7% //yCREASE AGGREGAlE 1/2" BELOW SURFACE OF BASE COURSE TO 8". WHEEL STOP * FLaCE W a�-NED �T��NE �AREF�ILI >' T�l 4V0/�� l?AMAG'E TO E,��I�T %�7�T5 DRIVEWAY DETAIL A DRIVEWAY DETAIL B DETAIL 1- CONCRETE WHEEL STOP DETAIL 2- TREE ROOT PROTECTION DETAIL 2' tillN. tillLLING Ll�IT S �HERE REou�RED ro SA�cur C2 D2 D � F�. MILL AND OVERLAY �� �- EXISTIIyG PA�E�IENT TO INSTALL �,. FULL DEPT H PA►/E�ENT, �ILL l c3 F - ' ` � � , � , � , MiN MiN BEYOND SAy�CUT LOCAT�ON ., , ,,, TlE NE►� PAVEMENT PRIOR TO SAy�CUTTING EXISTI/yG � 2 TO EXISTING . , . , , � ` . � , � � . � ; , r�, `0�� 3 PA►/EMENT ,4/�lD I/ySTALLAT/ON OF , . ,� � `��. `��.`� � -------------------- - C, , ,, O„ � lyEy� PA�Eti1ENT ,41�D / OR --------- --i ---- ---- &C. � , .�, . q lyEy� CURB AI�D GUTTER. . , . . I „ � �, `� „ I , „ � . %� ------------------- ---- --- 2/ M�N 3 M�N EXIST / G 2-6 R L 3 ��- - - - - - - - � - � - - - - - - - - - - - - �� - - - � CURB & GUT T ER �� S IT � ��� EXISTING PAVEMENT � NEyy PAVEMENT - FULL DEPTH ISEE CORRESPONDING TYPICAL SECTIONS ON E2 SAWCUT EXISTING SHEET 2 FOR REQUIRED PAVEti1ENT STRUCTUREJ U NOT T 0 SCALE PAVEMENT DETAIL 3- METHOD OF PARKING LOT WEDGING DETAIL 4- CURB AND GUTTER END TREATMENT DETAIL 5- MILLING AND SAWCUT DIMENSIONS 3" �� SURFACET �o. , D ETAI L 8 D ETAI L 9 � 8 SPECIAL CUT DITCH SPECIAL CUT DITCH •3" R 6� ( Not to Scale) ( Not to Scale) 3" Front Front �8� o g:� VAR WIDTH FULL � Ditch t Ditch 2'-6" C&G DEPTH PAVED SHOULDER (SEE TYPICAL) O O " FOC Natural '3'.�a�,�et Slope Natural �'.�a�,�e< Slope • 4' PAVED SHOULDER Ground ?•� D �� Ground ?• j D �� EDGE OF PAVEMENT TRAVEL LANE Min. D= 1 Ft. Min. D= 1 Ft. 14' � FROM -EBI-STA. 15 + 66.00 TO -EBI- STA. 17 + 80.00 FROM -EB3-STA. 14 + 00.00 TO -EB3- STA. 14 + 75.00 FROM -EBI-STA. 19 + 25.00 TO -EBI- STA. 20 + 00.00 FROM -EB3-STA. 14 + 75.00 TO -EB3- STA. 16 + 25.00 DETAIL 6- 6"X18" CONCRETE CURB DETAIL 7- SHOWING STANDARD CURB & GUTTER FLAIR FROM -WBI-STA. �2+��.00 TO -WBI- STA. 13+45.0o FROM -E64-STA. »+50.00 TO -EB4- STA. �z+oo.00 FROM -WB3-STA. 12 + 35.00T0 -WB3- STA. 12 + 73.00 DETAIL 10 �� DETAIL 11 .� a DETAIL 12 DETAIL 13 FALSE SUMP FALSE SUMP �� FALSE SUMP SPECIAL CUT DITCH �� Not to Scale �� ( Not to Scale) ( Not to Scale) � � o� ( Not to Scale) �TrafFic F o�wh Natural p�•� °�et ��t h �p, Outside Ditch 2 o Median Ditch � \� 1 , �- �� 9" � 2 � � Ground j � '�� Slope 20'• '� -� 2-F Traffic Flow � 20: � D � 10' d GI L(See Chart Below) , 20' � G� Geotextile G� �- $� etc. �- $� etC. Min. D= Ft. .�- S - @fC. - S= Ditch Slo e � Proposed Ditch S= Ditch Slope � Proposed Ditch Type of Liner= ? Rip-Rap Max. d= Ft. S Ditch Slope � Proposed Ditch p FROM -EBI-STA. 10 + 35.00 TO -EBI- STA. 12 + 50.00 -EB3- STA. 14 + 74 (LT) Ditch Grade L Ditch Grade L FROM -WBI-STA. 10 + 50.00 TO -WBI- STA. 11 + 50.00 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL -WBI- STA. 12 + 25 (RT) 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' Over 2.0% I O 4.0% 30' Over 6. ���0 50� CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and -L- STA. 30 + 64 Federal Rules and Regulations. -WB-C1- STA. �O �' S9 (RT) TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY PREFARED I�,I THE OFFICE OFo PG��'�,JECT; ■ ��,,,����,,�Y �,,,,�,� NEW BERN AVENUE SIDEWALK NC LICENSE #F-0102 °� "°T "5� F°R �°"STR°`T'°" & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T �Eve No.a PEvisioN:� oATEe or�awN �Ye eHECKFfl e,�: � ��i T T i`1 � � q I_ E P.O. BOX 33068 N T R U T I N D E TA I L I� ���is docuiT�ent, tnqether with the cor���e�ts �nd �lesiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 intended oril for the 5��ific ur ose an� cli�nt -For wl-iich it was ;�r��areda Reuse �� f an�� im�ro �r PHONE:(919)677-2000 Y P" f-' P -� � P- ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so lotes, In��, � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I i� I �i�l�,_�(,�`�-� 2-F � �) CONSTRUCTION NOTES ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A � TO EX/STING CURB & GUTTER ��SEE SHEET 2-CJ T/E PROPOSED S/DEWALK TO EX/STING CONSTRUCT CURB RA�P PER DETA/L R-1 ❑2 SIDEWALK 9❑ �SEE SHEET 2-CJ CON$TRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 ❑a RaMP (SEE SHEET 2-GI �� fSEE SHEET 2-Cl MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A 4❑ OR LARGE TREE �� fSEE SHEET 2-C1 CONST RUCT CURB RAMP PER DET A/L N-lA CONST RUCT CURB R,4MP PER DET AlL R-3 5❑ �SEE SHEET 2-C 1 12 fSEE SHEET 2-Cl a CONST RUCT CURB R,4MP PER DET A/L N-2 �3 SEE PEDEST R1,4�1 REFUGE DET A/LS NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR BE ADJUSTED TO GRADE BY UTILITY OWNER NOTE 4: SEE SHEET 2-G FOR CURVE DATA NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN SYSTEM IS TO BE RETAINED NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS OTHERWISE NOTED w 0 N tD s � O r— N N O Z w O , N �(1 tP ~ o m N N O Z � N N � � S N O N N N ISEE SHEET 2-CI (SEE SHEET 2-CJ ', r �- - r aCOIySTRUCT CURB RAMP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON ' � fSEE SHEET 2-CI EXISTING �UONUMENT TO BE RELOCATED - � I ! , � II TO BACK OF SIDEINALK, PERPENDICULAR �, P N�.; TO THE PATH OF TRAVEL. MONUMENT TO ;�, �: I Q I � � � cor,�r B E / N S T A L L E D O N 2 5# 3 2 H/ G H G R A N I T E � s z � PEDEST AL W/T H MOUNT �NG SURFACE `� � BEGI CONSTRUCTlO SLATED AT 45 DEGREE ANGLE. - E�UITY TRUST COMP I SU�IARED.INC. CUSTODIAN FBO � -Ll- ST llfO3.3E M�CHELE T NELSON CHELSEA I�ILLS ROTH IRA ' � � LLIAMS ' !� BRODIE. I�OSES PER GIS MELV�N � �y � .,._, ; ; _ � �. "' � '� � , r:�� X z.5� s7 �i��� ,ai �KauE� �Cl- �_ i r `O I II �;', ; 'i�. 1o� 0'ROURKE CE�UETERY,500 BLOCK N.TARBORO R�U�SSELL. F. LUCA$ �. __ � �, 372 1 i � I� � 1� STREET,1858. L D FOR TNIS CATHDUC G�I�IEryDOLY% IyI. LUCAS �IFE TOP 33 r'1 � � �NV(S )=3314.67';❑ II �III ,,� ��� CEMETERY WAS DOMATED BY PRO�(�I/NENT RALEIGH =-- ' I I I � • ' ; CATHOLIC JOHN 0'ROURKE,WNOSE NOUSE SITE WAS ��-- � � I � � � O "t 1 ,� EARBY I 1858. �:; � I` � 1 � N . N S 87�as�3r E. 1� CR 4° YR � � � p f � o � 1 � ____ __�- 198,3�' O � 1` - CJ� . M I � � �� m ; 1 PROPOSED T REE PlT S 4� � , � � SUI�ARED.INC. SEE FUTURE LANOSCAPE � Ri MoN � I � �'�' ,� Q ', � 1 �NSTALL 30' BUS STOP REMOVE EX/STIIyG PL,4/�/S FOR �ORE DETAIL 14+4249 (Ll) a, � . I � `` � I I� I u � I- 1 ` AND 2 SHELlERS TlE BUS STOP.RETAINING fTYPJ 35.00;& EiP � I � � I�, I r �, I �. /+ � U FLUSH TO PROP S/DEWALK WALL AND H,4/�IDRA/L � w � 32.43 LT r^ I 47.00' LT /2f57 (LU �— � � I ONE yyAY � � \ - ' I(�'IT ..a.l..l!-A� V T)P=354.47' � �� �, RETAIN .��� ��� �i �;�., 349 �6�', ,� � 35.00' LT 47.00' & I— W cE)-349.63 I _ I � , � - � ` I' . I� i.�•� _ Wv��4�)-351.27 w 35.00� LT � =3 ' P I F i TOP 32.35 � � 1ST0 S GN I RCP /� '�IV(NE)=??8085' ' � r�_ � 0 TE TE TE TE 30.91'LT TCE�TCE TCE TCE - - - - - - - -- - - _ - - W / � � � _ _ q� CR QMYR / / t �' W TCE --r, - � � � — .— _— — — — � � � - 1" _ � � �. TCE TCE TCE - - - - - - - - -- - � I� q, cR. YR � �j �, r TCE TCE T� _ TCE _ TCE _ TCE _ _ _ _ _ _ � - - - - - /O - - z F 1��u � � I - -� J � _ _ . . . V � , / . Q - CR. MYR • / U O � F � � — — — — — .. BST — — � � � — .ti , ,— . 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A D � I ' INV( )=349.69 ' HEAD (TYP) I � COOK OUT __ HILTON JE�JELRY & LOAN.INC. `� — ` � I INVt �)=349.37, . 1 I -�• J � � � � ' , � � I � 2 Eli- � � PROPOSED S/GNAL �� �� • � �:= �� �� � � � � �� � , � srA�R � � �. �-�,.���� J� , , , 4 4_ � _ � PUSH BUTTON fTYPJ ' �� � � m Q r � r.,� ,� � ,^- ` � COOK OUT-NE�I BERN A�ENUE.INC. ;. � �C �� � III��iNVcNE)3�50 03 � , -, �;�-�n�,13'„ j �'' � , ���� � o ,_ _ , � , �,l � �, � , � , _ O '�� �i �S,y� � 1� �;� r� � s b 'ti \ � Q 1_c ��"� I 9�� I I m � � l ' � I ��I � _ � . i I I I I Q � I I m - � �►�I �- I � 2 ��i I ii� z ^ � �, � ' o � � I z � �i�i��► !� � �� z � �� i � �i �; � �� �� � �� i�� i��� � �' I �o � � Q II �� I � I��� � � II � INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL rp I � I� � � � Y� � CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION O _ �,` �� � All Construction must be in accordance with all Local, State, and � Federal Rules and Regulations. � TRANSPORTATION FIELD SERVICES � p PUBLIC UTILITIES � I Q STORMWATER �/,� PLANNING/ZONING Y FIRE URBAN FORESTRY � � � REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 PREFARED I�,I THE OFFICE OFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 ROADWAY PLAN SHEET PRELI�VIT�IAR�Y �LA�1� I i� n ��0 D�0 NOT 1�5G FOR CONSTRUCTION PG��'�,JECT; NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT �o� NUMUEr�e iJ I I i��� ��� U�`� '`� sHEEr r,iuMeEra -� CONSTRUCTION NOTES ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A � TO EX/STING CURB & GUTTER ��SEE SHEET 2-CJ T/E PROPOSED S/DEWALK TO EX/STING CONSTRUCT CURB RA�P PER DETA/L R-1 ❑2 SIDEWALK 9❑ �SEE SHEET 2-CJ CON$TRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 ❑a RaMP (SEE SHEET 2-GI �� fSEE SHEET 2-Cl MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A 4❑ OR LARGE TREE �� fSEE SHEET 2-Cl CONST RUCT CURB RAMP PER DET A/L N-lA CONST RUCT CURB R,4MP PER DET AlL R-3 5❑ �SEE SHEET 2-C 1 12 fSEE SHEET 2-Cl 6❑ CONST RUCT CURB R,4MP PER DET A/L N-2 SEE PEDEST R1,4�1 REFUGE DET A/LS ISEE SHEET 2-CI �3 (SEE SHEET 2-CJ aCOIySTRUCT CURB RAMP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON fSEE SHEET 2-CI NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR BE ADJUSTED TO GRADE BY UTILITY OWNER NOTE 4: SEE SHEET 2-G FOR CURVE DATA NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN SYSTEM IS TO BE RETAINED NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS OTHERWISE NOTED I�`�,.I :�I i I �� � I I I I� zlw I I � TOP=342.73' 4, srQiR JI ��� � I I I I �iAPLE � �� II I � � I � N I w �NV�NE)=338.52'� CR. 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I I N 87°43'll' �y 85.50' � � � REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 w m o ;_ _�, �� PREFARED I�,I THE OFFICE OFo :__ ---- - -—---_� - � vo -. �-; � ,_ .. 0 0 ! �j 5� i_���i if i�� (' , � � 1 Z � �•LT � I OJ I� I�Y_, o �` � I v oNE � :�� �-D�yE p�yE p�yE_ - � ? i�WAY I XPRf J >TOP I �^ I �icN � -- I � I � I � I � I �� I � ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 - — - — — — — — — — — — — — — — — — — — � � - � _ F � a o� o F o �D,R ' � . W 8'R " � �; � � F_�,._ti_-- � �fTl / fTl � � r � ,. INE� � �DWE D�yE D E p —� � , � Vv IN E � .) PROPOSED TREE PITS � � � SEE FUTURE LANDSCAPE i PLANS FOR MORE DET A/L �, fTYPJ cRo�N �' EXPR SS MART KARGO CORPORATION I N i�N+ ���7 �� i�45� N 86°45'�4' 4V _ �-�, .- - - - - - N 87°�6'i4° VJ ROADWAY PLAN SHEET PRELI�VIT�IAR�Y �LA�1� I i� n ��0 D�0 NOT 1�5G FOR CONSTRUCTION � z42 v � � � 0 '_Q�E o� I �� � � INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY PG��'�,JECT; NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT �o� NUMUEr�e iJ I I i��� ��� U�`� '`� sHEEr r,iuMeEra � �) � It�7'�U.l�l (LlI EXISTING MONUMENT TO BE RELOCATED NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT CONSTRUCTION NOTES �' 36.68 LT TO BACK OF SIDEVVALK,PERPEND/CULAR UNLESS OTHERWISE NOTED (ALL SHEETS) � TO THE PATH OF TRAVEL.MONUMENT TO � NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE TlE PROPOSED 2'-6"CURB & GUTTER CONSTRUCT CURB RAMP PER DETA/L N-3A /�� T BE /NSTALLED 0 25*32 H/GH GRANITE CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) o a `V CE � NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, TO EX/STlIyG CURB & GUTTER (SEE SHEET 2-CI � � T PEDESTAL W/TH OiINT�MG SURFACE � AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR � �E� : SLATED Al 45 DEGREE ANGLE. BE ADJUSTED TO GRADE BY UTILITY OWNER T/E PROPOSED S/DEWALK TO EX/Sr/NG CONSTRUCT CURB RAMP PER DETA/L R-/ � \�' TCE /7fO�i (LU � NOTE 4: SEE SHEET 2-G FOR CURVE DATA � S/DEWALK 9❑ (SEE SHEET 2-CI �/�, , \� \ T .36.00� LT NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN V� �� CE F SYSTEM IS TO BE RETAINED �� \ � T 17+4/ 2/1 � NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS 3 CONSTRUCT MULTI-USE PATH CURB �p CONSTRUCT CURB RAMP PER DETA/L R-2 ❑ RAMP fSEE SHEET 2-GI ❑(SEE SHEET 2-CI /�� Q /❑ _� \��CF\ T 30.59' LT $ T A T E OF Q� X �`"F - � CE 36.00' LT I � O i, __ 4 ME DER MUP OR S/DE ALK AROU D POLE // �aNSTRUCT CURB R,4MP PER DETA/L R-2A �� � \ T NORTH CAROLINA PER G S p r ❑ � W N ❑(SEE SHEET 2-CJ � RFT,q�N \� CF � L O B 0 A U T 0 � `;�' o � CONST RUCT CURB RAMP PER DET A/L N-�A CONST RUCT CURB RAMP PER DET A/L R-3 wF SER��CES & T�RES ' � � c&G �Q�� �� ��SEE SHEET 2-C 1 �2 fSEE SHEET 2-CI \ NABEG BARAKAT CONSTRUCT CURB RAMP PER DETAIL N-2 SEE PEDESTRl,4/� REFUGE DETAILS � �� ��'F� � f 4��� �(SEE SHEET 2-CJ 13 fSEE SHEET 2-CI v RFTq/N � �� � /�o ��F\O 36.00' LT � � CONSTRUCT CURB RAtiiP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON \\ �Q ❑ fSEE SHEET 2 CI �'F 6" X /8" CONCRETE 5❑ ❑/ � \ F T�F CURB RIC�,Q�D B. HARRISON 28'R � \ � PATCH l' OF PAVEMENT �� �`� � 2� �CF BEHIND HEADER CURB. I COMMUNITY LIBRARY � � ATTORNEY'S OFFICE /_ _ - -� � \ � � \ \ �� �� �p T�F /8+63 (Ll) O `, � y�AKE COUNTY - �� � � , � � � � t� A � ; T�, 30.68 L� _ � - � u9�� �. _ _ �a��=,y � ; \ � � \ � � iH�p�� \� s� ��;\_ .�F 36.00 L SHA�KAT JABR �r _ � I �, � �� \ i���r � 32 3p, ��"�P \ �2g8 T �� l � \ ` . ;�` 3 ? � \ Fp �wF X �� ����2q 6 �- / � ��� � p, FtiT � + O $ � � =�G � o� � l9 07 fLU O 3 \ � � �� "-� s � �� , � � � _ �_. ` �F� 36.00' LT PROPOSED TREE P/T S BL UE F L AI�E �l a , 3<s9: � ,, � _, � � 9s ��N��F�.3 � a... -� � , r �, �{yF SEE FUTURE LAIyDSCAPE T IRE S Z --_ _ � I � 2, � �\ � OF� � PL,4�/S FOR MORE DET A/L � , \S 6B v� : \\ TQ (TYPJ � r I� � �\ � ��j\ T� A G P CORPORATION I p_3oa.23' � o I `� r�l \� 6 ��\ �� ST�� 3. � F� l f4 ( lJ I C� �Nv SE�33�4 a� N ,, � , FJ' �p� � C�c 36.00' LT � �N c� � � � . \ �S,Q � � T RETAIN EXlST , Q o0 � '� 2 � �F HANDRAIL AND ti � I� Ri�l t�oN � . _� __ � v� � _�,, p��� p \ �..., _ �98� _ _ � r�E W ALL � �,r _ Q \ � �� �� �� � \ TCE 42.00'�LT l) CONC ORNEWAY I . �. _ � 2/+97.94 fU � , F Z MR. GR00� R00� �\ � � \ ;;;. ��\� T�E CAPITAL GRID ITYPI 6„ X/8° r°+� `,�. 74.00' LT - � 1 CE BARBER SHOP F � � � � � � , � � � T� 20+39 (L/1 CONCRElE �o�; � � T CE � � \ . � � � � � � F T�E 35.01' LT � F T CE D a; _.� T CE _ - - � - RUSSELL HILTO LEDBETTER � \ �' � � T 4/.00'LT 21+35.36 �LIJ _ _-- -` -� CURB �r N �� � \_ �� \ � � � �E\ 20+8/ 2/J 55.00 LT ;�cN� � � � - , n � � \ � � � � � � ` _ TCE p �E 37.94, LT 45.00' LT l, _ /� � = 14 r � 4,. PLACE T REE ROOT PROT ECT lON � `�.� 43.00 LT " :: PER DETAIL ON SHEET 2-F � ��` \ \\ ��\\ �` RFT /p- �WE� pwE TC 10E�TCE�TC --- z rn -Ll- STA /8+50.00 +/- TO � \� � � .,� ii 8y -Ll- STA /8+90.00 +/- � \ �` � � �\ �� c&G - E _ F _ - � 3 p,R � RETAIN �&G >,��7 62' 1 NORTH CAROLI A STATE ' ��� �� \\ ... _ - , r PLACE TREE ROOT PROTECTlO/y N � � ` C � � _ �� � o� � ' � � PER DETA/L ON SHEET 2-F HIGHI�AY coMM�ss�oN � �-_ � � iNNvc� :❑8 -L- STA /7+15.00 +/- TO RFj.q� � -, \ � �\ � 2Q�OO `\��E _ . _ ` 280R 30 R ; ' _ __ . - -�-1 -L- STA /9+20.00 +/- �,� POTENTIAL � F� \ / l� 2 ` � ADJUST NIH ;• D BIORETENTION � � ,,._. \ _ , � � �� - ___ _�_ - - - - -- ��A N � LA DSCAPE BED ��" ; � _ _ �cc, _ _ -, - .� ❑ � y N N 2.5R � \ � � � � � F � - _ -` - - ' �- ��T` r `, �� - 3 7 � � .('�c�, + _ _ _ - I .71 \ V S)=312.83' F - - - - - - - -" - - �- - - - - -\� -� �NVcN)=312.82' -- � ,9j� .- - - ' � - - - O - - - - - - - - - - - - - - - - - - — - - - - - 20 R \ `� � TlE TO EX/STING _ , - -, , � - 6 , .� � \ , g � - -. �_ - __ �ON�RETE lSL D l3 , � � , ,: . �c�� �S - L- Fo— — - - � N .. 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RETAIN 'S �, '� e ; _ -- --� a__ - --- -----.�� - - -- � I �,,o � _ , � , :::.. - . _� � � � RET AlN C&G � -L - ` � /3 -- � � ! � � � ' ` NEW BERN AVENUE � , , _ � � � 0 I -�- —� �� - - - - � � -�- � I � ` 20+00 � ° — - - nE TO EX/STING � � � IV f W BERN AV ENUE ; ss � �5 I // CONCRETE �sc alloz Q � I 5" CONC MONOLITHIC ISLA/�D MONOL/TH/C y � Q _ �_ 5° CONC MONOLITH/C /SLAND (SURFACE MOUNTEDJ � � � I // ss fSURFACE MOUNTEDI � � - _ o � - � � - �� �3 - l3 /3 l3 24��R � J ❑ � � � � � �� . � � - � � :, , � �1 /8 DR RETAIN �° I: -_ � -�- l3 4.5 X r 4 . ::. �' , , . 2 R � , _ o- •. 6, � ? lO DR l0'OR /6 DR RETAIN RETAIN C&G ` l6 OR /6'OR 6 W -_ ', � / - J - y G � �, 4, . 4- , � o v 6, � � � � . . , � � , . � /4, _ / . , 1%, _. 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"'�;,�� � O INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL �7 f7� � � w �2� w 20+32 lU � ` � CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION `� 42.65� RT �' �� ` AR HI ARY RTI 0- � 95.00� RT ,� � j,: \ �\ I \` \ `_. � 4 8. 0 0' R T � B N L L. I� C U S � I T Y O F R A L E I G H S P I � E Y. E V E L Y N � I. H E I R S P � E `<qR q TTF '� ,;�� TOA` �\ \ o -- _. � All Construction must be in accordance with all Local, State, and HfZ$ �( R '� i`1 � ,, _ � ` f r D� � � N4�3ip � � � , `°;. � Federal Rules and Regulations. O � X ;� �, G� . - DB 2731 PG 369 �� .`" ` � , ^- � I � o �� �, "? �� l �I� t..�d G��; �3 RAL V NG. LLC , _. E�GH R�TE L� � , ', � � � �4 , , a, � TRANSPORTATION FIELD SERVICES �y r- �n ��v, !n h�;;, � ' � � ` � ` �, R � � � ABC STORE O o� o o NIl' 20f/4 fU � �3'I Fj,,9/ 20'l� � ,S\ p PUBLIC UTILITIES � ;n � , ,_ ���� I�II V='i � �� � � � � �II�AKE COUNTY BOARD GARLr�I�D R. HARRIS. & �II�IFE OTHA PRETTY. JR. & �I�IIFE �„ 0 93.00 RT �o ''ki ��I �� �\`' , _., ALINA CHERTOCK & � � � ' . Q STORMWATER OF ALCOHOLIC CONTROL i LEORA HARRIS JERRY �. PRETTY ��F � 5 :�, �/,� PLANNING/ZONING ` ��n 191� G� ��1 BORIS CHERTOCK ��� � _ ���I PG 23 �- - � . � � �'\� � ❑� � � I� F ��:��� L�J Y _ :.,, . �:.. : � \ � FIRE _�_, , 09° �1 e �. N 87°50' �__- � , - - _ � - o � � .� y � : �� � \ \ URBAN FORESTRY I I � �' � � � REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 PREFARED I�,I THE OFFICE OFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 ROADWAY PLAN SHEET PRELI�VIT�IAR�Y �LA�1� I i� n ��0 D�0 NOT 1�5G FOR CONSTRUCTION PG��'�,JECT; NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT �o� NUMUEr�e iJ I I i��� ��� U�`� '`� sHEEr r,iuMeEra !=, � �) c o, � ti � Q � � O O � 0 � � � c 0 � c 0 � a� c � Q c � m � Z i � � � O � O i � � � O � i Q � Y CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) � �TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE I / 8� CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) I TO EX/STING CURB & GUTTER �SEE SHEET 2-Cl NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, I AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR ' 2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADJUSTED To GRADE BY UTILITY OWNER I i SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN I I aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS OTHERWISE NOTED � MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A �, 4❑ OR LARGE TREE �� fSEE SHEET 2-Cl I " a CONST RUCT CURB RAMP PER DET A/L N-lA 12 CONST RUCT CURB R,4MP PER DET AlL R-3 I f T - �SEE SHEET 2-C 1 SEE SHEE 2 Cl I I w I � � G 6❑ CONSTRUCT CURB R,4MP PER DETA/L N-2 SEE PEDESTRl,4�l REFUGE DETA/LS I CHURCH'S � � (SEE SHEET 2-C) �3 (SEE SHEET 2-C) CHICKEN N m �; I - o _ I o COIySTRUCT CURB RAMP PER DETA/L N-3 FRANCISNUT. LLC OA IS �7 Q� PROPOSED PED HEAD/PUSH BUTTON i�+��' � I Z CAR �jASH ISEE SHEET 2-CI �. =E iI Ila I�BS MENAGERIE. LLC V � I II� � RIC�I,Q�tD B. HARRISON I�, m DO NOT DISTURB COMMUNITY LIBRARY DO NOT D/STURB - N EX/ST CB HARRIETTE E. SI�ITH REMOVE ,4/y0 REPLACE C/TY OF EX/ST CB o � RALE/GH CATCH BASIN OUTS/DE �yAKE COUNTY ATTORNEY'S OFFICE � . G � , 3'09.65� �� �y°��� �� � 25+43.16 fU \ ��'�' �v�GJ qpPROX. ��� REMOVEPBOL�RDSE��K 79.00 LT z „,�E)=309.61' � , �NSTALL 30' BUS STOP 25 f37 ��J �OCArioN REMOVE AND REPLACE CITY OF 79.00 LT � RALEIGH CATCH BAS/N OUTSIDE � q I PROPOSED T REE PlT S AND 2 SHELTERS TlE 25 +08 (U � >F R FLUSH TO PROP S/DEWALK 86.00' LT � � � I _ /NSlALL ADA S/DEWALK CROSSING rY Gis � 75.00 LT NEVy BERN -� p OF EXISTING SIDEWALK SEE FUTURE LANOSCAPE O ' N vE & HILL sT� � i U�� �iFY �' , Po�E yyi �a�� � PLANS FOR tiIORE DET A/L 23+99 (U 70.65' LT 25 +3/ (U �I . ' J - Y , REMOVE EXlSTING �T cH�_�r� REMOVE BOLLARDS (lYP.J 7 T _ TE � �° R y � Ci , S�ZE & �, I RE� Ai�i � RETA/N EX/ST S/DEy�ALK ;, E �� 8.00 L � 75.00' LT E cu e , ,° CURB T rP � ` � BUS STOP � T E T E w 2 Z -_- ,-;. � E �NK M fW/OTH �AR/ES 5.5 TO 6'J `� �� _ T � , . ��; + NoWN S�1E 24+23 fU 24+59 fU �TCE � / ,,/ _- o o .O S�T I iN, � —� L I 23+4/ (U _ _ _ _- 23+90 (U 75.00' LT 86.00 LT „� , - 1 T CE . 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B�I 1911 PG 55 EIP � \ �, `, PLANNING/ZONING 3\ \ / ` FIRE . \� ���\ \ \ ,� URBAN FORESTRY PREFARED I�,I THE OFFICE OFo PG��'�,JECT; NEW BERN AVENUE SIDEWALK � _ � REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 ROADWAY PLAN SHEET PRELI�VIT�IAR�Y �LA�1� I i� n ��0 o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T JOG NUMBERe �HEET P�,IUMEEr;a � � I � ��_I �, �i (_i r`s 'i � c o, � � � Q i O 0 O � � � c 0 � c O � � c � Q C L � m � a� Z I O O � O i � � � O O � I J Q � Y CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE ❑� TlE PROPOSED 2'-6" CURB & GUTTER 8 CONSTRUCT CURB R,4MP PER DETA/L N-3A CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) ���' 80 E � TO EX/STING CURB & GUTTER ❑�SEE SHEET 2-Cl NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR � 2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADJUSTED To GRADE BY UTILITY OWNER i SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2—G FOR CURVE DATA NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN N aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED � RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS OTHERWISE NOTED MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A 4❑ OR LARGE TREE �� fSEE SHEET 2-Cl CONST RUCT CURB RAMP PER DET A/L N-lA CONST RUCT CURB R,4MP PER DET AlL R-3 I 5❑ �SEE SHEET 2-C 1 12 fSEE SHEET 2-Cl � 6❑ CONST RUCT CURB R,4MP PER DET A/L N-2 SEE PEDEST R1,4�1 REFUGE DET A/LS �� I ; ISEE SHEET 2-CI �3 (SEE SHEET 2-CJ �� X � O � aCOIySTRUCT CURB RAMP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON �� " fSEE SHEET 2-CI � e. 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TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER � ��` PLANNING/ZONING /������ �, FIRE 2p � ., URBAN FORESTRY PREFARED I�,I THE OFFICE OFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 ROADWAY PLAN SHEET PRELI�VIT�IAR�Y �LA�1� I i� n ��0 D�0 NOT 1�5G FOR CONSTRUCTION PG��'�,JECT; NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT Jii�, NUMBERe �HEET P�,IUM2Er;a � � I � ��_I �, �i (_i r`s 'i �, � �) c � � � Q i � 0 O O � � � c 0 � � 0 � a� c � Q c � m � Z I O O O i � � O � Q � Y CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) � NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE aTlE PROPOSED 2'-6" CURB & GUTTER � CONSTRUCT CURB R,4MP PER DETA/L N-3A CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) \ I � I I TO EX/STING CURB & GUTTER �SEE SHEET 2-Cl NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR � 2 T/E PROPOSED S/DEWALK TO EX/ST/NG 9 CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADJUSTED To GRADE BY UTILITY OWNER ss ; � a I I ❑ � ❑ SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN , � I I ❑CO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED I m i� 3 _ �� _ NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS I, RA�P (SEE SHEET 2 GI ❑ fSEE SHEET 2 Cl OTHERWISE NOTED � ❑4 MEANDER MUP OR S/DEWALK AROUND POLE �� CONSTRUCT CURB R,4�P PER DETA�L R-2A � � a � � �oo�-i n � OR LARGE TREE fSEE SHEET 2 Cl '�, I' � I HIGH AY . �. . 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ELEV = 289.39' i___ Pl = 10+87.00 i i i � � � ' i-.- - i i�- �i --._. i i �- i i ! i � I i i I : - _ , —� - - - - - -_ _ � � - - - _ _ _ _. - _ _. -- - �-- _._I_ _�_ i _ i i _� �_.—,-{- -�_._.-_ _:-_-:_�,_� _�_ : . _�_ _ _._� -_ _ EL 292.45 - -1---�- I�-� _ - - - --- -� -- -_.�_ --�-- -- !- --! _`._. _ , �._:— 296 1- - . �-- --�-�-� - � � � � � � � --- i �_ P� _ �o+�a.00 �� _�--,- vc - 50 �- ,,, , ___. �, -- �--�I -�I--� __.- I- �- �-� �--� � �-- � �-� �-� ---� �--; 296 ; i 1 i I i i i_1 I_ I i . _l 1 i i �� .---- e � � I I I I. I. I. I I I. � i i � �il �. i i � i�i i � �_ i i �_�_:� i_ i �. �: �- _ EL = 289.48 � i _�_ � _ 3.5018� _ ._. 38� i_i � � i i i � � i i � � - �, � — � , � ( +) � _ _ _ _ . . - - ' ( +) 3• _i i i i—i -- — i—i i � ' - - - -� . !�-i-� i _ _I' __ _ � � � �- i i i i -i-. i -:-i�_ , - i �i�__ � - � EI�1D SPECIAL _� _� !- ! -- -�--- �___� _:_ i_ _�__ _�___�_ _� I � � � I �. I `/ - � I I � I I � I I_ . I I I I __ � -�_ _- i_� C�� _=--_—= i =:— i—=== _-- —=—i ----i�� � — ; i __ — ' . _ . . — - - — - - — � 34� , _ _ _ _ _i—_ _—i — -- -,— _ _ _ — 2 92 � � � i � � � � : � � � � � I � � � e __. +) 3, DITCH GRADE LT . � __i_�_ �_�_�_ -EBI- STA 12+50 � !- �- �- i_ i �_� � 292 I__ _� _. . : � _ _ _: __i -_ _ _� ._:_ � �_: _ q./ � _ - � o � - 33. - - - - Ti_�i . _ i_i i i —;- !--- � - i- - i i_ _ e +�•3�8 - � - - (+) 3•��° - o _i__ _ ELEV 296. -i - _. i'fIO J�OO -- O INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL I I I I I I I I I I I I � � �'� I I I � ��- - '-- --�-�- � - -- - --�-� --- ; �---� -: �_ __._I _. ' ` i � � - - ; � � I I �_. _ _ I � _ _ _ _ _ - �4 _ _ _.. o � , _-- . i — �� i I.. I- � N cV --I- - I -+'- I_I_ T� � .-�+ 5Q o �: p I� I, , � I I I I I. I I, I I I _ + � �-' • CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION . -,-� - - I � � I; -� � I �-- ' � _ , , � . - �- I- I \ ----I—i -� 2 V V I II ' �, I I I I I I I� �I I I I � � '' ________ I I �� � � � -- All onstruction mus e in accor ance wi a oc , ta , n _ _ I I T I � � � � II �I � � � � � � � � C t b ' d 'th II d L a 5 te a � I � � I � I I I I Federal Rules and Re ulations. I �_�J I �— _ � �- . ---�- - �---�- - --�. --� ' - -�� i _�_�� y- N — _� +— -� — _ g i � _i i i I� '.� � i 1! ��: ._ i: � i�, 1. i� __ �� �_ i i_ � N i i i__: � � i i � � �.1 :! � � i_ i � � i � i_ i i I i_ _�i _-i i_� _---__.�_i ---ii- -.-i- 1-�- !--!- -� - --- - _ _ �_ i i i � i _ i i - o � : I-i- T -- �� �� _i_ -i- —i- �_ -�-- i—i-- _i_�_ � I._ ___I_I _L �_ TRANSPORTATION FIELD SERVICES I I I I I � I I I I I I I I � _ � I � I I � N I I I �� I I II I I I I I I I I I I I I I I I I. �- - - - -�-I I I I-_I I . - � � I � � � � � _. I� . I� . ' � - I-_ _ ` I I 1— � I,V �- ----- - - -- - - I- -L--- ---- I I-. -I -� ----. _I I- PUBLIC UTILITIES - - - � ! — �-I = -- I_I � --I- I- - � � - - -I - -- -- --- -�- - �- Ij II _ I I I -- �- --- -�-- -I - - --- - --- - - - -I- ---- -� - - -I- --_.__ _� _ _. 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BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I �� I� �_l rv _� l r r`� _i I I` 1 CONSTRUCTION NOTES ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A � TO EX/STING CURB & GUTTER ��SEE SHEET 2-CJ T/E PROPOSED S/DEWALK TO EX/STING CONSTRUCT CURB RA�P PER DETA/L R-1 ❑2 SIDEWALK 9❑ �SEE SHEET 2-CJ CON$TRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 ❑a RaMP (SEE SHEET 2-GI �� fSEE SHEET 2-Cl MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A 4❑ OR LARGE TREE �� fSEE SHEET 2-Cl CONST RUCT CURB RAMP PER DET A/L N-lA CONST RUCT CURB R,4MP PER DET AlL R-3 5❑ �SEE SHEET 2-C 1 12 fSEE SHEET 2-Cl 6❑ CONST RUCT CURB R,4MP PER DET A/L N-2 SEE PEDEST R1,4�1 REFUGE DET A/LS ISEE SHEET 2-CI �3 (SEE SHEET 2-CJ aCOIySTRUCT CURB RAMP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON fSEE SHEET 2-CI --� O � � ------- .-- — — (.�/) RETAIN- NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR BE ADJUSTED TO GRADE BY UTILITY OWNER NOTE 4: SEE SHEET 2-G FOR CURVE DATA NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN SYSTEM IS TO BE RETAINED NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS OTHERWISE NOTED '�i BERIy AVE VAR BST i � `-:3CR. 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BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 17 END SPECIAL DITCH GRADE -EBI- STA /7� F / FI/ = 3/R / 3' ROADWAY PLAN SHEET 332 328 �� � � �r �+)2.6935� - - - � �� _ - _- __- _ - _�-�-� _ ._ ---- - " -(+)2•24�° _ _ . �+� 2�4oe 324 � �- f �I INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY 320 316 312 HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT _ (1 -� Ji i�, NUMBERe � � I � ��_I �, �i (_i r`s 'i =HEET h,lUM2E-;e c � N � a � � 0 O ; 0 � � � � 0 _ � � c 0 � � � � Q c � m � a� Z � N � N \ � CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE - ❑� TlE PROPOSED 2'-6" CURB & GUTTER 8 CONSTRUCT CURB R,4MP PER DETA/L N-3A CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) 5" CONC MO�(0'/SLAND � TO EX/STING CURB & GUTTER ❑�SEE SHEET 2-CJ (SURFACE MOUNTEDI -- - NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, \ AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR -� ❑T/E PROPOSED S/DEWALK TO EX/ST/NG CONSTRUCT CURB RA�P PER DETA/L R-1 BE ADJUSTED TO GRADE BY UTILITY OWNER , ,� --- __ 6- � 2 SIDEWALK 9❑ �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA 5 R �3 5" MO O/SL D _ I' - -� NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN 6O'R fSUR�ACE �UNTEDJ -- 30"C&G � CO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED W a RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS � 1208 AI 'A/ 50�R W OTHERWISE NOTED , O E BERN AVENUE 6. � _ 5 IV VY MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A ��R � TARN '- , -> UYR CR.MYR y V� 4❑ OR LARGE TREE �� fSEE SHEET 2-Cl � � /3 - - � � ` ? � Z L�M�T �'� W r 2, _6„ C&G � � 12 07 � ��`� � - � � � W r ❑5 CONST RUCT CURB RAMP PER DET A/L N-lA 12 CONST RUCT CURB R,4MP PER DET AlL R-3 �l '' --' � p �SEE SHEET 2-C 1 ❑ fSEE SHEET 2-Cl 5'R `- N CONTRACTOR TO FIELD VERIFY EXISTING PIPE LOCATION AND � �� � p�p 6❑ CONSTRUCT CURB R,4MP PER DETA/L N-2 SEE PEDESTRl,4�l REFUGE DETA/LS cv ISEE SHEET 2-CI �3 (SEE SHEET 2-CJ CLEAN OUT INLET , �'F�i � _ + Q ❑� COIySTRUCT CURB RAMP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON -� �" - � ___ �� _ Q Z fSEE SHEET 2-CI � � - � � ' 2 6„�&G - - -� V� SPECIAL 'V' DITCH � - - - �- I \ , REMOVE EXIST DI '�. , ,� - - - - - SEE DETAIL 8 SHEET 2-F -� r 15" RCP-III � �ss� - � - - _ ` _ � � / -- .�: - - - _ I�T 3``` � I - ---� _a _ ,- _ _ -- --' SCHOOL SP'= N REMOVE EX/STING REMovE �-- � m --- BUS__STOP !�' GRADE TO EXIST 15" RCP �, -- / ` W I� � 60' `: I RETAII�/ EX/STlI�G DRAIN ADJUST EXIST CB DUCT �`':' / F T�yIN � -- PR/VQrE 5/GN I �1 - - 50'R #1202 AND SYSTEM ❑7 i, ,;,GNOLIA ADJUST EXIST JBw/MH COVER w - - - _ � '.--�"� - , a r �UNCT�ON TO BE FLUSH WITH SIDEWALK z �; � s T � a .� SS __-- a:, . 3o�R � '�� ,,, F Cn �,�� ,VE� ' � : ` _ _ _ _.Tc- - 1202 =323.22' ` ` !�PRnx, i - - C - - - - -� O � _ _ �_ o o . -�,�-� --- _ , -_____ ' > 1203 324.85 `, .., _ � _ _' n�': - - - - - - - O ,, � _ --�"�- DUCT BANK � DI -, _�=323,21' 18 �I - - - - - F - - - - - - ---� 30'R 30'R _ _ _ - - - . � 4 u� ► - - - � � ' Rc� " J 8, _ � (�-) 8, _ _ T 8_ _ F 12 01 _ - J - - � � _ _ _ � F - - -. - - - - - - - - - -- - - - � � _ _ � , ... � � - - - .;. _ _. - - - 8 ' - � e �� „ - - - - � _ � � _ _ __ _ _ _ _ _ - - � � -EBI - _ -; --------------- ----� � � _ _ e . ,� _ _ � , \\ � � I ` 1204 F � � , F � o S 88 OI 27.8 E O p> . - - - - - - �TCE � w ` � ` - - - - - - - - - - - - - - - - - - F '' \ -\r F�\ '� � TCE TCE TCE T E -= TCE TCE�TCE 4� a � ❑� Ch.IJ�YR - - - - - - - - - - C _ Q CR.I�YR CR.hi�Yl� �`� - - - --- - \ � � _ C - - -- - - 7 _r�P� � \ s � � � � I� vi ,_� OQk F -�- t3K - r. � - _ � � \�%G� � O � � I _�.-, `I I I '.�.�., . ;; i _. - � � �� ��` � - - -r Fo-- - � ,- j . - ` - � _ - x��'_ � ,., � �` y� n , �10+88 fEB2) �7 as � � � �;,,. , a,,ln r �_, � n � � - v �'� � �� �s- y v-� 17.00' RT . , � � v� ,ti- � i � : i AU�O � � o � � � ' � � � y, ��,� �� � � �� ' � � ,a ZO E � � � � �u � i - - f � \ o � ��` � r u��., l P t . a - ,, EB C S o. 22 99.66 __ � , � _ _ + �; i r � _ I O L S 0 20.0 EB2 - � �'� � �\ \ � � 17.00' RT - KERBBY PARTNERSHIP , - - -f \ �\ \ �'� � - W _ EBl PT Sto.23 19.33 m � 0 ? 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I�ILNER MEI�ORIAL �- �� � `. �F` �'b � �4 '���3 Pd� �����- PRESPYTERIAN -EBI- PT SfQ. 23+3I.SO �,, � � � -EBI-, PC ,Sto. 2/+28.26 CHURCH ,\ � � ��\ � -EB2- PT Sta. 10+87.14 o � S 72 05 27.4 E '�' - l- PT t lfl �ILNER I�EMORIAL PRESBYTERIAN CHURCH -EBZ- PC StO. 10+62.TJ� EB S o. 2 8.33 -EB2 - POT Sto. l0 +00.00 o S 85° 26' 46.9° E N -EBl - PC Sto. 20 +98.07 -EB2 - PT Sto. l0 +28.57 i i i i BEG/N GRADE � � � � �� � �� � � �i� � � �� �� � �� __�� � � � � � � � � +000 � � � � � ��� � � � _� � � � � � � i i � i _ � 'i-l- � i i � �._. � i i� -i � � i �i _i i - _ _�--�i -� �_ i I�_ i � � � � _ _ , � _ . _�� �_._ -EB2 _ STA l0 0 . � _. _.__ __� �_� __._. � ��_ _-. �_-�- - --�--- �----- -- - � �-�--- -I i � � i �- �----� --�--�- ��--- � I: . -- �- - . _._ � -- -- -�-- �- �- �---- � - � -- � � _ _-,_ : _.__ __T -- � --.- --�- �- - -- - - - � - - - i� _ - - - � � � - - - , - -- -=1. �_� i i _�_� � �_� _� �__�_ _� _ � i _- E �� �i � � � � � � -� - i i �--�-� � � � �--� � i _! �__� �� � ; _. _ _ , _ - ' , I - � �� � _ ELEV - 328e79 ��� �� �. - �. . � . -. ._ .- � -: :_� I �_I . I I � I I . . i I i� ��I , : I_ !. �� .� . . _-. . � -. . - -. ._ �_ � � � �-- -- - -. _. -�_ ' -- �-- - ---- - _ - - - - -� - -- - --�- --- �_ -� --- - - I I I I I I I I I I I I I I I I � I I I I I I I I I � I I ' I I I I I I I I I I I I I I I I � � � � � - � : � I I I I I I I I I I 1 I I I I I I I I I I i � I � i il I il I I I� I � � � i � � � � � � � i ___ i i � i_ _i_� END GRADE i_ _ - - i __ _ : _ _ _ _ _ i i i i i � - i i � I_f _ i- _' I-I� I- _-' i i _I_I , j j , I_ i,_ _ I I I_I � I_I I 340 � i i i i � � � i i i � � i __ i -- �� �� �� � � � � � � �� � �-- �- �� � r _ � --� 340 _�. -; -; '�-I-- I I � � �--i � - � �--� I_i _ i i__ I __ I i i i--- I � : I !_� i � i__i_ i i i � � i i i � � i i i i. � i i i i EBl - ST A 23 +3/080 �� i i i i i i� i i � � i i i � i i i_I -- - - _ _ -- ---- _ ___- _ _ - _: - - _ __ . __ _ _ __ _ _ __ _ __ _ _ _ _ __ � �. � I I . I II � � I I II . . �. .� �. I� I . I .� I I .� . -- - -- -- - _ .J_�I I- � � _.�_i �- - � - J I--! �- -- --I� _.�� -� �_� i _.�_ _ - _._�I_ �-;_ J_ _ . �. i� ELEV = 329.0 ' �i J- - ._� -� � i . i -. _ _ � �. i . i . i - �_ _ �_� - -i . i ; i_ ��� ��i �i �� i� i i � � � � � i�� ���� � � � i� ��� � �� i �.� � � � i � � i i i � Pl= 10+07.00 ii i i i ii i� i i �i � i i i i i � i � , P/ = 2/+27.00 '_ i i i i i i i i i i i i_ � � i i-i i' = 83• i i-i _ i - i-i i � i - EL 328 - _ I - ! ; � � � i i- _ , �_i._� _�_� _�_ �_ i i _�_� __i _ i_ . i i � P� _ + � � � �_ i i i_� i i_ i i_i ,• �_ i_ i_ i %: I_ I i- � i i �� ��� �� � EL 332.20 ��� ��- � � �� �� � � � � � 228.00 �-. 336 Vc = 45� E� = 33�.56� �� '' � � 336 332 Vc = �o ' r 332 � � � � � � � � � � � � � i . . _ ._ --- - -- _;-_ _� _ _� _ _ _-� i-i_ : _i - _ _- �_ :_�- -i _� � VC = 60 _ �- -._ ��_ _ �_ -� _._ __ � -I= . . �-_ _� _-T. � i_ _L___-�_ - _ �_� i � � , i-_� . _i _ �_i i _ f � i- Pl = 20+37.00 _ ��_� � ��- - -- _ - _ _ _ :- - -- �-� _ I _ _! i- -- �-- -�- �-- - � � �- - - - - -�-� � � -� Pl - lOf6/.00 i _ -- -- e i I i__ i I I l I I__ _ I I. i_ I !_ �_, i I I_ I EL _ 329.58' , , �--�'i- i !-' i i -; i _ i _ _ _ i i - i , � -;-i- --i i i- -- � i i �+l .5000/ � %_ i � i i-� i ---i --i ' i - , �- - �� - � � EL = 324.33 _� �� il L. � �_ _:_ i I VC 25 i i I I I il o e � !I !I_ !I ; Il-il VC = 6�� �I II _ il II 3 3 2 � � � � � � � ' + � 5. 6 6 7g� __- -----_ �-�0.402// ` �� � �-- � 3 3 2 3 2 8 �� i : �, J i � ;-,-- _ � � ', 3 2 8 � . ( - - _ (��56 -- - - -- - -- - - - -- -- - --- - ---. _ --- - � i � � 83295, i i i i i i ���_� i i � I �- --i - -� - � - � - _ � -10.3661% - - - - _�_ �_ , �_ _ - - - - - �06i �_��- _ _� _ i_ _ _� _ � � � - - �- � - -i . i � i_ - � � I iI �I-i I ii Iii 1�1- �-� ° �i i � -��-��: i i II �� ,i i, i i , e __� .� _ � 1 i i i i i i ,� � _i i l i i i - �� - - - i +)2.6935� - - � _ _ - � �_i_ _i_i_ i _i_ i -i_ i _i_i ' � � i_: _� i � . . - � � � � ( ii �II I I Ii II i I i i i; ii i i i i I i � �� f -J0.5030% 32 8__ � 32 8 324 I � � � -- ---_ 324 BEG/ GRADE _ _.-_ - - -- ---- - _ ._.- . _ _ - _ ._._ _i .�_._ -_ - -� . _ _ _ _ -_ _ _ - - _� _i -- - - - _ _ _ _. _ _ - - - - - � � � EB/ STA 2/+OOo85 � � - - - i -:_ _ _ _. i_ _�_ �_ � �_� i _ C . l i � i i -- - -i - -i � _ _ ,_ �_ _i , _ -�-- _ I -i �_ i . -�i --i-i--- -- -_�_ - --:� _i- i ELEV - 330.72' i _ i __ii_ _ _-i - --i i i--i .�__ _ .-i_ _i �_� i_i i i i .�_ i��- -.� _ __ __. . _ _ _ _� _. _. _ -_��_- _ _._ _ _ i__ .24 �n i i l I � i i i i i l i i i i i i i I i � i i l i � II I I I I I� I II II II �I I II I i II II II i � l I � i I II �I � +) 2 _.__ _ __ _ _ __ _. _ .__ : � � � I I � � i � i i i � i � i i i i i � i i � � � i � i � i i � i i i � i i i i i i � i i i i i i i i � i i i i i i i i i I I i 324 _ '� '� �'� ' ENo �RAOE -�� r� � � � � � � � � � � � � � � �- �- � � � � � � � - 324 320 �-� � � �-; � �-; -- - �-; � � 320 I I I_ I. _I . _. _I I-I . �_ -I_ . I- _I I� I. I__ I I _I I_ I. - I-. -I. I -I �. I.. I I_ I I_ _ I� I� I � I- _ I -I.-_ -I - I- I-. I. I.-._ I � � I_. I. I. _I � �_._ I. I. I.- -- � 1- -: -I. . I.- _I I�_ _I_ __ I_I_I I _ - - i _ I_'_ I I I I _'_I_ I I I_ _I_ I_ I_i_ I I I ' I I ' i I ' I I I I I _- � - � i i �._ _ - EB/ STA 20 f53.08 _ _. _ _,_i _ - -i _ _i- - - _ i- - -- - -- - -- - -- - -- - - _ - -i- ----- - --- - --- -- - - -- --- - - - _�- - _-_ _--- _--�- --- --- _� ___u� ____-«� ��_ - _ � �__� _ i __�- i_ ��_ i _ i__ . i__�_�- _i . :__i_ __ � -- i_ __ ----i_�_ -�_i___- � _ _ �� -- ,-- ELEV = 329.52' � � ,, i i � i � � i i � i � � i i i �� i i i i i i� i i i � � � i i � � i i � � ,, - �_-_ _I_ I I � I __ . . _ . _.-:_ _ _ . -( � _I- . - �- --. _ I - END SPECIAL ---- ' i i_i -,- � - i _. . _ i i_ __ - --� i i_ _ i_ , _ __ _ _i i- � �- - __ _: i i -_ _ %-i_: - i i- - __ _ _ _ i i - -� i- _ - --- - - �- [-i--- _ __[-i _. ,�n _! i i � i i i i __i i i i __i i i � i i i _- __i i _i _._ i i i i i _ _ _ � DITCH GIQHUE LT � I � I � 1 � - I I- ��� I I I �I 1- I - - I I �� I I I I I I I I INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL _ � . . I i I _. _ ! i _. -EB� ST A ZO+OO I I. I I, I I I_ _ _ _ _ I I I I I I _I I � I. I_ _I_ I I _ I_ I I,_ _ I I I I I_ I I I I_I_ I I I I I_I I I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION II c = � T� TT � . . � � I , r � . . � + -. -.- i � � � - � � � � + � -� � - -T ° - - - �-I- I I I I -� i � � ELLV 326.�9 I I I I r- I � I I - All Construction must be in accordance with all Local, State, and - - -- i I _ � ��. �_ �I ---`� �� � � � -- . �-� �� - � - � I - _ � �- - � - --- -- - - �- �. --�----� I ---�---� -- � - Federal Rules and Regulations. I_ I I ! I. _ I: I I. .:! I __. !! I_ I I I_ _I_ .: I_ :_I. 1 _I � I_ ! � _. I_ .. I I I_._ : ' I I ! ! I. ! I ! _. I I_ I � I I I_ I I I �_ I__ _.�I __I I_ � _ I ___ _ .__� _I ___I I_.___I._ �_.�_ I___I_ �,_� �_ _. ._ _.� _ I_._ ___� I I_ ��_ I _ � I �I__. I . I _I _I__ _ ._�_. I ._ I_�._ . �_. _ I�_. ._ I ._ _I._. __I._ _I__ _I_ _ __I _�_I._. I_I___ _I_�_. �_I._ ___I_I _L�_ TRANSPORTATION FIELDSERVICES I I I I � I I I I I I I I� I i I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I II _ _ _ _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I. �- - - - -�-- - - - - - �- --- - - --�- - -�---- - ---�- -- - - -- --� - - - --- -- - - - �- - - - �- - -- - - --- - - - - - - - - - -� -- -- -- - - - --- - - - PU B LIC UTI LITI ES - - - ! ! --i-i - _._ i-i i --i- i- - i i - - ! - -- -_ �--I '_ -i�- -�- - i i - i i --i-- i -- i- -i:--_. _i- _ i _ i i i - _ U- i ! -` i- --- -�-- -i �- - - i- - - - - -! ____ _i �_ �_` i_ __j: __j _i �- _. �� ��_ � �_ �_ _ � � 1--- � '� �� -J�-� --�- �-_-� -�_ _�� �-.-- - - « _ � __�_ �_ � _ � � �- - - � �- � - --� - - -� - �- - -�- - I I I I I I I I I I . I I I I I I I I I I I I I I I I I I I I I I I. I I I I I I. I I I I I I. I I I I I I I I I I STORM WATER I I _I I! I I I_ --I._ I I -I , _I_ . I I I T I_ I_ _I_ I_; I I I I i j_ �- . j_ �I _ - - � - - � - - - . _ _ __ . - - -- f--- --i- i i -- i � I i I. I_. I I I___ I I_. _ I _ __ I _ _I_. ___ _. I�_ PLANNING/ZONING � i i i I I �� I I I � I ��-. . �. � � I I I � I I I I I I I I I I I' I I I I I I I I I I I - 2- �_ _ - �---� --. _�- � - - -�--1 -. _ I-.. --- - -I--I- j - . --�- - - -j- I-I---- FIRE I I i ALL PROFILES T 0 T lE T 0 CURB RAMPS '' '' ' '' ' URBAN FORESTRY 20 21 22 23 10 11 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra _ i� I � i_l �, _� ( r �`� _� C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I - CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) �TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE / 8� CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) � TO EX/STING CURB & GUTTER �SEE SHEET 2–Cl NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, CONC ISL — � � �� AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR � �� � �� ❑2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�P PER DETA/L R-1 BE ADJUSTED To GRADE BY UTILITY OWNER �/ �� _- �� �' _ SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA �� NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN //' J—_ J— CO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINE� j'/ % l 1/ E V V B E R I � I A V E N U E 3 � � N O T E b: A L L S U R V E Y E D T R E E S T O B E R E T A I N E D U N L E S S // ❑ RA�P (SEE SHEET 2-GI ❑ fSEE SHEET 2-Cl � 6' _��_ Z � w � O T H E R W I S E N O T E D �e��/� D O N � l ��. i . 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LLC ----�_ _-., - _- _ :-- JACKSON HE�JITT TAX SERyICE � 1- SHERRILL'S O KERBBY PARTNERSHIP ;. � _ W, �; ;� �0225 PG � �1� 197� PG 2E�` �M 197� PG � , _ -- — ------ — —.— '—^— _— _ _. _ _- �_ 12 � _ � REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � _ i��P - ..�� _ � „"P ' _' � P � I i��is docuiT�e��t, tnqether with the cor����ts �n�� �1P�i �i �s pi esei � I�� hereir�� as c�n ir�struni�r� I r�f �ervic�� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n auth��ri�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p s�c�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 13 �r EFA���� i�,i Ty� o�Fi��E oFo IL:i ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 15 ROADWAY PLAN SHEET 16 —�--- �— . � 1- ������ ' �ili _- -�i- . � � -, , _i t �- � �� . I� � � J829,9�� a /6 +39068 ,69' � 324 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY 320 316 312 1' . 304 17 HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT _ (1 -� Jii�, NUMBERe �HEET P�,IUM2Er;a �� I � ��_I iU �i 1_i r`s '1 I`i CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) �TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE -- / 8� CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) - �� l TO EX/STING CURB & GUTTER �SEE SHEET 2-Cl NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, '1 ��_ =�� �� 4" AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR '/� � ��� �� 4. 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J_ _� � l 1 _�_ _ �__i 1 �_ � EL = 300.79' i i � � � � � i � � � � � � � � � i � � � � � � � i �: � � � i i � � � � � � i i � i � i i i i i i � i i-� . � i i i-� i i i i i i � � i i i i i i i i � i i � i a, �� _ I _ . i � � i i i i i i i i i i i i_ i i i i � � i i i_i i i i i i i i_i i i_i i � � � VC 60 � i i- �_i._� _�_� _�_� __i _ i_ . i i � �_�- --i _�_ . �__i i � i i � � i_ i i_ � �__ i i_ i �_ �_ i_ i_ i --%: - i_ I i- �: 82g , � � � Pl = 18+5/.00 � � � � �- _�_ I_ I ii � � � � � � � � � � � �� � , , � -� � � � � � �- � 9� _ � � � � � � � � � 304 � �_ �_� EL = 298.62' , i : i I - PI = 20+9/.00 � � � 304 �, ---�-� -�---�--� -- _ , ---- - - - - - ---- � ! - ---- P� - 20+6I.00 --- i-- --i __._. - - - - -- _-- i-- - --- ! i_ a � i ; C- VC 50 i i i i i i i i_ � i �� i i i __ __ _ � _ -i -i , � i- � , !- _ --- -! _ � __i i-i_ _� _ _ � -. � �_ -i ___ . � _ _ �_ - : � EL 297.52 � _ �.-� -�--- - , _.__ __ _ _- � � - ' ` !-� --!- �-!- ! �-� _� �i____�i i i -� i i -i i i ; i- ; - i i - i � i -i i i _ i _ , __i_ �+ L - ./ _ �. � � - - i I i i I i I I i i i I I I I i i I I i Vl. - 3� �- I VC = 30' _ -! - ; i i - - i--i -i--i _ _._i i , i_ i_-i _ ._. --- i �-i i_�-i _ _._. � _ - � i i � � � i i i i i i I� _: � _ � � � _.� �i i � � � _ �' � 2. 7 � ;� , � � � i i �_ I , i- i �_ � i_ i- i i- i � 0 300 ---- ', 0 8 3� � � _. ,--,� �,- - � � �--�� ��-- � � � 30� o �- -- - - - , � � (+11.4818°e , � �` � - - _ _ _ �-�3 , � _ �_ � �_ , ii ', ,_ _ �_� �_, _ _ � � � � �- �-� --� � _ �_ 0993/ �� - Pl 2/+77.00 _��_ i I I _ � i i -- � i � _ _ _ --� __,�_ --- -- � �� ' - ° �--- �_��_� � � � i i � .� � �+)2.1511°� r� - , `� i-� �- - - - � -10.933// � -� i � � i � � � i i i � � �� 1-1- � -_ �67g i � i i i i EL = 292.83` - � � � � � � I � I � I � � �. 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I i � � r � � ---- � 2� _ _ i � P/= 22f40.00 �-i i� i i i � i i i �_: � _ � i i �_ �_ i VC - l8' i. i i i i � � 2 9 6 I� �, f � i i �_ i i_� �i � � � � i, �� � � � � � � � i _ __ � � � i EL = 292.12' i' r 2 9 6 - � � � � . �- .-_i i-_'--.�.-- ---- i i_ ._.� _. _ _ ._.� �_._ _ i _. -i__ _ _ - _ .-- --� - i _. _ i _i _ i_ =i i ,_i _ � � � �, '- -- - - i VC = 50 _ -- � li _�_ ; li . ii _ f I _i � --�- -� - ��_ _ii-__ii : �,_� _�_ : . _�_ _- ii END GRADE - _� � . ,_ i_ -i_ _H_= _ � : � - . - _ _ _ �.� � I I i� __ -I�� o I_ : . j-I --I_I_-_ ---._.�_I --� I- ._: - I- I---I -j ._. --- I I_. -I__ � -EB2- STA /9+250/7 - --- - - - -- I � --- � �8srj� r_ i i -_i � 1 � ; � i _� � � I_i_: � �_� �_ � I i__ i ELEV = 299e72' BEGI GRADE I�_�- I� � BEGI GRADE ! � i: � - � __ f-�l.13/9% �z4/4i �, ; i � li I i I i I I I � I � I I I I I � I I I � I I I I I I I I i I �- �I c 2 92 - -EB2 - ST A 20+40a5/ _ � - !-� -� _ ! -� � � i �i i� i ii i i.:i i i�-�_ ._.,__ , __ i�� -EB2- STA/9+76.24 _ ii i � � , � i i �; � i ir 292 Q � _ _ _i . � i i_ i . � i i � � � i � i_ � i : i i i i . _ � i_ � i i�_ � �_ _ _ � ,_ _, �-� ELEV = 298e86' i i_ _ i i _�� _ ELEV = 29707/ � _ _ _ i_ ` i i � i � i_� _i _ � i i � �i�-- - - - � --- --�-- - '-------�! --�- -�- �- �---�- _! . !- �-� . �.-1 _ _-1_:_ -1 � _ _� _� -�� _� I i � �- i _ _ i� :--! _� i_. _ _ - �--� - , - _�-- , I --- -i � � -�- � _L _ I II_C 1-�- ----�---- I _- �--- ---- -�--I � __ _IJ� --__ -l� ��- -. _ . l� : I-�-� _�_� - ! --�- - �_ � � ��_ _ : I � I N a� I I �i i i i i I I I I i� i� �i! i i i�� i i i � � �� m ,_-_ _ - _ _ � _�._ _ _i _. . : i _ _ I_ _: i �i ._:_ i i_ _�! �- _. _ -i i _i-- END GRADE i - i i- 'i ' _ � i_ i i i_i i i-_ ----- !--- _ �--i_. ._ i i- - i_ i i I I_� i_. __ . _ -i i - - - -- -- - - --- - -i-- - END GRADE _. � 2 8 8 �i_ _ � i_ i�i- -- -- ' ' i�i_ __' � i ' �-- - --i - --i �- --��i -_. i � _ _-i - -i � �-� -EB2 _ ST A /9 +89.00 -_ ��- i - - � . � � � . � � _ �i - Z ` ' - I I - I -EB2- STA 2I fIJ"�.94 - - INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL _ -- _. - 4 � ELE 2980 6 _ , _ V , _ _ _ _ _ _ � � _ _ T ,_ I �_ l _ + T ELEV - 296e�� � I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION I II . I�i---�� . ,-� - I I I I I � I. I I� �I- ' -; t I I-I -I- -I .- I ._ I I . I I.. � I I � �. I T �. � I I I I I I� I I I I I i i r I I I I � � -- All Construction must be in accordance with all Local, State, and Q� I �_�J� -��. �_ �I I -�-�� �� � � � � --_ -----�-i - �+ � - � I -� _ � �- -� � - - - ---�- _ � _ i -� � _ Federal Rules and Regulations. �� - _� �: i � i ': i � � � i: i i,: � i __ ! i i_ i i i_ _i_ i_ :_i � i � i_ !� ! - i_ i � i__: � i i � ! � � i � _! i BEG/ GI�ADE i i � i- - ___I I_.___I._ �_.�_ I___I_ ,_� _ _._._ _. _. I_._ ___� I I_ ��_ � _ � I � �I__. I . I _._�_. I ._ I_I._ . I _. _ I�_. ._. I ._ _I._. __I._ _I__ _I_ _ . . ._ __I _I__ ._ �_. ._ _��_ TRANSPORTATION FIELD SERVICES � - - - -�I --I I. � . - --�. I � -I -I-• � o i : i i i i �:_ i i i i i i i i i � i � i i i i i i i � i i i i i i i i i i � i i � i i i i � i i i � i -EB2 - STA 2/ +67066 i i o �_C _ - - -�-i i i i-� i . -- - -� -1 ��I _--- -!--�- ! i -�--�- -- -: !-�- -� --- ! ! - !-� � ! - - � - =I-�- �-��-�-- !- ----� _�_�_ � _ i _ � � - !�- �--� -! �- --I�--- - !- -- !- -- --!- -� ELEV = 293e6/' _� �- PUBucuriuTiEs '� I � �I I I-C � - -:�-_� I I- -__l I�= I I - -�l -1 .- -.��' -1�- -1 I - -L��- I � - « -L �- -w-- �- �_ _�_` _� �-' I '- I� I - _ U_' I --I - J -l- -I- � - - --1 - - -- - �- - _C - -. o � - _ � � -- � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I. I I I I I I. I I I. I _ I I I STORMWATER I I i i _I I. ' _I I I_ __I._ I I I, I_ _ I I I_ I I I_, I I I I I_ _ I_ : I _ - _ , _ _. . - - --- -- - . o �--- -- ; � � ' - -- I - - - - - -- - - - � I I � __ _ _ _ � � � I � _- __ - _ � _ _ _ -. , . � I I I I � I I I =-I -_ I I I.. I = -� ^^ - I I_. I I I - I-. I I I -I-. I_I___. - I _ PLANNING/ZONING I---I I -- - I I I I I I E--( "/ I_ I_. I I I -I--1- I I I I_ I 1-1--- - _I_I I J � , -. � --C � U L � I I � I � I I I I � FIRE Q ALL PROFILES T O T lE T O CURB RAMPS i i i , �j I i i I URBAN FORESTRY Y 17 18 19 20 21 22 � _ � REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � _ i��P - ..�� _ � „"P ' _' � P � I i��is docuiT�e��t, tnqether with the cor����ts �n�� �1P�i �i �s pi esei � I�� hereir�� as c�n ir�struni�r� I r�f �ervic�� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n auth��ri�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p s�c�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 �r EFA���� i�,i Ty� o�Fi��E oFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 ROADWAY PLAN SHEET HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT _ (1 -� Jii�, NUMBERe �HEET P�,IUM2Er;a �� I � ��_I iU �i 1_i r`s '1 I� 3 a� Z � N � N \ � NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT CONSTRUCTION NOTES UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETA/L N-3A CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) ❑� TO EX/STlIyG CURB & GUTTER 8❑ (SEE SHEET 2—CI NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR BE ADJUSTED TO GRADE BY UTILITY OWNER TlE PROPOSED S/DEWALK TO EX/SrING CONSTRUCT CURB RAMP PER DETA/L R—1 NOTE 4: SEE SHEET 2-G FOR CURVE DATA ❑2 S/DEWALK 9❑ (SEE SHEET 2-CI NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN SYSTEM �S TO BE RETAINED CO/yS�TRUCT MULTI—USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS a RAMP fSEE SHEET 2-GI �� (SEE SHEET 2-CI OTHERWISE NOTED MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4MP PER DETA/L R-2A � OR LARGE TREE �� fSEE SHEET 2-CI �CONSTRUCT CURB RAMP PER DETA/L N-�A CONSTRUCT CURB RAMP PER DETA/L R-3 �SEE SHEET 2-C 1 �2 fSEE SHEET 2-CI CONSTRUCT CURB RAMP PER DETAIL N-2 SEE PEDESTRl,4/� REFUGE DETAILS ' I ' �(SEE SHEET 2-CJ 13 fSEE SHEET 2-CI _ I I I I Z GRADE TO DRAIN 24 RCP-III -EB-CI- - I � I I � � � SEET SHEET 2-B)RAtiiP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON 1510 1509 CB u, � �B 2'-6°c&c 86° 2/' 47.4" E � � � 0'R _ , „ - ✓ � '-�,,. --'— RCP—III � � � — - ��-- � --. � � _ _ _ 6 Pvc_! // 6.5' _ 24 _ _ ,- --v�---- �-!` �� -�v-------- ------�v----- -----------_-y�-- � � — 8� - — _ , c _ — - — — — — � � � � � 12' PyC � N �- S- EB2 �. ,., -- -- _ _ _ - - � ------- _ � � . ;. ::: �� � . �' 0 86°l3'2 .6"E ::: �� - - � s�] �ucr �- T� ------�--------------T�--- _ _ _ _ � R-, 30,R ------- T \ oNc / O� � W _ — - _ - - - - -- - - - � � , _ — — — — � — — — � 35'R � . . 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LLC `EB Cl PC StO. lO OO.00 � O � _ 1507 O i RETAIN FENCE ,� -EB2 POT Sto. 23+23.70 , v , �� � ' -EB2 - PT Sta. 22 +84.39 � � � � o -EB3- PT Sto. l0 +3T.2/ ANDRE� L. CLICK & ? �NSTALL SIDEWALK GUYW/RE Q I M SARAH E. HOOD _ _ _ + ' l� THE JOH N P. MCCO N NELL EB2 PRC Sto. 22 56.84 � v CLARENDON i I FAI�ILY FOUNDATION OAKS i I- r- , O � JOHN �y. SCHRADER I J�M 19�� �G 113 � -EB-CI- PC Sta. 11+60.39 � � °D -EB -Cl - PT Sta l2 +16.30 -EB3 - PC Sto. l0 +00.00 � I Z BEG/ GRADE � � � i � i � i � � � i � � i i � i i � � i � i - - �Q� i I I i i I I i i I I I i i I I � � � � � i � � � i i i � � i i i i i I I I I I I i_-. �_� i � �_- �----- � --� '� r '��- � � � -�._.� �____ —i� i �� _�� i ' -i i . _� _ . � - _ �__� _�_�_ � i�_ _ ' � _ EB3 _ STA lOtO o _�_ . _�i ___ i----_�-i __._. � �- � -- - - ---� -- - �--- � �i_ � - - �- — . _._. -- — — � _ _—:_ : _.__ __ T . -- � --.— —_ _ _ . _. _._ : _ . _ _: : _ _i _ _ ._ � _ � � ---- � _ � � �� _ _ __I. �_i i i _i-�� i i_�� -' �--�- -i - � � � - i ��---� � ; ;- � i- _ �_ �_ ELEV 284.99 � I _._I 1 I _! : �_ _! —� ._� I I :_ — ' _- _ �—!— �--_ � _� _ ' �_ _�� _ �_ � _' I_ �. — .� . . _—. . � —. . — �_. —. ._ —�— — ��� � I I �—� � i� - �' '— j �� —� I I I� I I� � I I I ��� � I I � ' I � I I I� � I I I I � I I I _. � � — � I_I ' i I �� . � i � � � i � i I i I � � _ ! _ ! _ I � � !I ll ��I �_ �'--- : �-I _'� .. il �I BEG/N GRADE �_ i _i_i i i __ !i1 _ i _ii __. _ i � �� �- _- i i �_� END GRADE i i � � i—i � i i—i EB —Cl — ST A lO +OO°00 i � _—_ �i �i �i i i i i i i ��__ __ __ i � i i i —� i _ i i i —� i — i—i __i , ' --�� I�� — - I ELEV = 287v02' � � __ � � � i i i_� � i_ � � i_ -EB -Cl - ST A/2 +16.30 � � Pl = ll +25.00 � � � � � __ � � � __ �_ ��- 1- I .I 1- - _ , i il- � .- II . I-. . - �--�- � II. � --- �J_ -� .--- �- - - - - --- -- i �. _ _ _ ---_! �_ _ _ —_I _ , , _. � _ _ -_ i � ELEV - 284°08 EL 284.54 i i i - �- i i I - END GRADE ' _ i i -�-- . --:-� I �_ _�-_ __ ._ � � _ -� , � � -- - -- � i � i �_� :- -� � i_ -1-_ ._ � i I i i � � I i� —EBI— STA 23f23e70 I� �� i i i i ._ � i i i i � ! i i. � i i i I i! i_ VC — 30 . �' ii ii-i -- ; i i �� ii-i i i — �_ � f �__ i i i _ �_ � __ i _ i_. i � � M� i i i�� i � i i i : i- i i_ � �_ i_ i_ i i I_ I i- � � ELEV = 288057' • !� ' Pl = ll +00.00 ' ' ' ' ' � ' ' � 2 9 2 2 8 6 � Pl = l0 +60.00 � , � .T � � � � � � � � 2 8 6 �i� 2 9 2 EL = 287.57' -- -- -! - - EL - 286.23 = . ___ _ i-- _-i _ _ - ._. _- - i-- -� - --I I ! i- — - � - � - — - -- — � ._ _ _ - _ I I VC - 30 � , _i-�_ i �- i_ _i_ EL 279.99 � � � � � � , _ � VC = 30 _� i �- : i _- i, i_ _i_ Pl = 11+90.00 - �- - VC = 50' ; -;_ 2 96 I'i_ ;I --I-I---_ --- __' i_ i--�i--- i i � i � EL = 285.47' - ��� - !�� � _ : , 83 � % - �- , - 3 0 _ � - � e 0 2.4 — i_ _ � VC 40 Op� i .0� 00% � � - f - �- -:_ i �i �i �i_ � o ii ;Ti� , � �_f i �i ; -�- _-- - ♦ � � ( �'�� - - -- _ _ � � � � 288 �+I2.1111/. _ � n 288 282 ♦ — 282 ,-- --- - --- ----- �-�i.8oi3i --- - - � ' �---- ' � � � . - I II� � i i I I I I / � _: I_I I _, -`- - I — ° I i-- —�__� --- ` / --��__ . I . � � � I . I I I I � J_l—. __I�_L _ J_l-- � '' ___ I I —. J_ �_� � I I I � , , , , _. J_ �. — — —! ! — O0.8455/, � �i� � �� �� i i � i� i i i �i i�l i i i 292 � � � � , � � _ � � � '�5.29 , " � � � i—i i i: i—i � i—i � � �- _'_ i_�, -�_ �_! �. � . 92i � i I i i! i i i� � i i i � � � , �; 2 8 4 2 7 8 �� i � � � � � �� �� !, !, ; � �� r 2 7 8 __ 2 8 4 � ���� � � � � � ��4/,lj _' _ -- ._. _. — � _ __ _ I - ._I I . I--I . I— - --�--- _ ,_�_ I_ _I ._ _. _ I_I . _I , __ _ I�_ _� ._ _._. _. I�_ _- _ _. __ _ I ___ __I_ � � _._ _ . - - --- i _ �I_ -!i--!i .�,_� _�_ : . _�- _-!i _I _- - --!i - -!i-�� -_ _ ,_ �_ _!i . , - - -� �- _ , -� i . _ , _ : ; __ _I� 288 1�- � � _ �— I— 1---1 —1 �— --- I I— I----I I —I I-- — I—� I I 1--1 I— �-1--I —� � I—�I � I' I � � � i I I— I— I I-1 I—--1 —1 — I I-- 1--1 —I —1 —I I— I— I—I I——I I I-- I I—I I—I ---I I--I 1 — — � ���� � � � � � � � � � � � � � � � � � � � � � � :__—_ �_:__ � �_�_ _ : �_ _� � � � � � � � � � � � � �il i. i i'i i�i I � � i_i - �i i i i. i:._ i__ i i � i � i � � � i � i �- � � � i �_. _ i � �_ i i i_�_ _ i � i i i � I _ i i � i i-i i i i-i � � � i i-i � � i-i � � ��� �� � 280 � � i I ��I � � � �� �� � � � � � � �I � 28� � � �— � � � � � � � � �_— — � � II I _I . I I_ I. I I _ I I I I. -I_ . _I I-I . �_ -I_ . I- _I I� I. I__ I I _I I_ I. - I-. -I. I -I �. I.. I I_ I I- _ I� I� I-I.-_ -I - I-. _ —I.-. _ �.. -1- I-. I. I.-._ I � � I_. I. I. _I � �_._ I. I. I.- -- � 1- -: -I. . I.- _I III I I I I I I I i I' I I I I I 'I I I I I I li I II I I I I _. ._ _ _I _ _-._._ —I _ _I_ _ _-. _ I— _ __ _ _- - _ _ - _._ _ . ._ __ — -. _ __ -- -I- -�- � - - - - �- - --I- _ _ _ _ � _:_ — __ _I_ _ _ I_ __ — . I__ _-�-- _ _ _ �-- - - - - -- �-� _ ,_. --_.I -- -- -- - ---- - - - - - � � -� -- --- -- -- � � � l-� --- � ---- -------� ---IJ� ____ —l� L��- — - l� �__J _ I _-J_ I_ ��_ I _ I__ I__I_ � :_ _I- __ � -- I --I- - �_ __ _ :----I_�_ _�_I__-:— C _ _ � �� i 2�� I I � i I I I � � I I I i I I ' I I � I ' ' I I I ' I I I I I I I I ' I I I I � � I I ' , , f � II I I � I If I_-_ _ — _ _ , J , - _.—I_ , _ — _:---- I .—:_ _ __ . _ _ . _ — I I I I I —- II I II_: _ _— i I—_ I__ . —I I _I I_ . __.I_ --. _� I I—. _ I I � I i I � I � I I _. _ I —_ _ — — — -- — — ---- - --- — — — ---- — -- — _ I I I I I I I I i I I I I I I I I I I I i I I I I I I I I I I I I ��- - '-- --�-�- � -- -- - ;- �---� -: �_ _ __� _ _-� _ --��1 -� - --I - -I �I_ _ _ _ -1- -I- ; _ _ I-i- �l- I - - -I -I- -I- - _ _ �- - - - �—�--- - - ---�—� - - - INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL - " - " CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION _. . , _ __ . , _ I I I I i I, I I -, + i r- -� --i i , - i � l- - t�- I I- I I --T °--i -T -� I- I—I-- I I I I I I I - I - - - - -- - - - i I T I; -- --I—i -� _ � I I I I I I. I I I - � ,— - I ,�T � I I I I I i 1- All Construction mus e in accor ance wi a oc , ta , nd I I I I I I I I � �� � � ��� � ' t b ' d 'th II L al 5 te a - I �-�J� -,� - -`� �� � � � -- �-� �� - � - � � � �- - � - --- ---�- _ + _ �— �. --�----� I ---�---� -- � - Federal Rules and Regulations. I _I I.. .! I I ' I I: I I. .:! I � !! I_ I I_ I_ _I_ .: I_ :_I. 1 _I � I_ ! � _. I_ .. I I 1_._ : ' I I I. ! I ! _. ! I I I_ I � I I !_ ! I I i _ _ _. _.�I __I I_ � _ _.__� _I _ �_�_.�_ I___I_ �,_� _ _.� _ I_._ ___� I I_ ��_ I _ � I �I__. I . I _I _I__ _ ._�_. I ._ I_�._ . �_. _ I�_. ._ I_ I_ _I__ _I_ _ __I _I__ ._ �_. . _� I_. I_I___ _I_�_. �_I._ ___I_I _L�_ TRANSPORTATION FIELDSERVICES I I I I � I I I I I I� I i I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I __ _ __ — I_�- - - - -�-i i i i-I i -- --� — i �_ i i ._l-_i_. _:_. _: IJ_ —� --- ! ! - IJ I i - -! - - i- � -- �- ----I I-�- I - ! - I ! _ !�- �--�- ---- --!- -- !- -- --!- -L--- ---- I �- ! -� ---- _I �- PUBucuriuTiEs — —�_ �—I I —1 I_I -- --!-� — !- - � � - - -! --- -_ _-1_._ —1 �I _ _I_-l_ �.�� _ I �,— �-1—I_ _, � __ �_ I_ __. —I— — I .— I I I — — �—�— � —� —I— —�-- —� — — — �— - --- — — — —�— --___ _� _��_ I_ ___�_ _I _ _ I � �._ _.—I_ — �_ -�l 1__ _.��' —1�_ _._l�� � I _ I '__�_ l_ ��_' _ L_I_ � I- —L l- -I- � _� _ _J -- _ �_ _�J :—�_ _:— L - I I I I I I I I I I I . I I I I I I I I I I I. I I I I I I. I I I I I. I I I. I I I I I I I STORM WATER - I_I - �� � �—_ —I� , _I_ . _-1—!_ _— I I;T I_ I_ _I_ I_; I I I I i I_ : I I I I I. I �� I i I. I_. I I I___ _ I _ I _I_. I PLANNING/ZONING I I I I I_ I I I I I' I I I I I I I I I I I I �� - -EB2 - - � -EB Cl - _ � � _ , _ _;__;_ ; - _�_ ;- -�_ - , ;_ -EB3 - � _�- = _ ALL PROFILES T 0 T lE T 0 CURB RAMPS � � ;; ; , i FIRE URBAN FORESTRY 23 10 11 12 10 11 12 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml��y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTe�� Inuoy �u I I �� I ��_l�_i(r�`i-i I� � z � N � N \ � CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE -- — � TO EX/STING CURB & GUTTER 8❑ �SEE SHEET 2-Cl CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) i'=E0 NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, ;iIT AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR ;5 10' 6� ❑2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�P PER DETA/L R-1 BE ADJUSTED TO GRADE BY UTILITY OWNER , HACKBERRY HACK,nBE,RRY HACK6•rr RETAIN EXIST DI SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA ' 4°� AND EXIST 18" RCP NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN I,�/ CO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED I�Eyy BERI�1 AVENUE 3 �� NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS -- 16Q3 - ❑ RA�P (SEE SHEET 2-GI ❑ fSEE SHEET 2-Cl OTHERWISE NOTED ��._�_ �� ; �; 4❑ MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A _ f! � I OR LARGE TREE �� fSEE SHEET 2-Cl _- -- ---- — = � 5❑ CONST RUCT CURB RAMP PER DET A/L N-lA CONST RUCT CURB R,4MP PER DET AlL R-3 ��— — � 0 � �SEE SHEET 2-C 1 12 fSEE SHEET 2-Cl _ _ � � 6❑ CONST RUCT CURB R,4MP PER DET A/L N-2 SEE PEDEST R1,4�1 REFUGE DET A/LS Q`,' � � ISEE SHEET 2-CI �3 (SEE SHEET 2-CJ � �� Z � � _ Q aCOIySTRUCT CURB RAMP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON SPECIAL 'v' DITCH SPECIAL 'v' DITCH Z W fSEE SHEET 2-CI SEE DETAIL 9 SHEET 2-F SEE DETAIL 9 SHEET 2-F � __ - _ - - - - - - �. - -.}_ _ - _ - - - - - - - - - - - - - - - - - - - - - - - Z - - - - - - - -J- - � � �---------------------� — � i I -y�- - ly� - rn_f�Pv� - - -yJ- - � -._ �.. -- ------yy---- --\-I+�---- --- --- - -- --u��-� -- - - --- - -- � � _ --y�-------- ------ ---- --- � ' �� � / O � I � -- t�60 c��, . �o�^�TiO - � (�B�? 20LF 15" RCP-III I �MB �� BST j -------------rc �NV-275.18' - -- � I ' ��1� ' �NV= \ BST / INV IN 259.0' . . . . . .- . . rc- - �O - - - - - - - - - - - - _ RETA41�1 ^` ,, _ - - - - e - - ,-�-, �, � �1 I OO 34' I' LT�164 �� � , �y��-,__ _ /p 1601 �`}' INV OUT- 258:9, , Q ; S 2' "''� T f� L_. -T�- - - . 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BRO�N EST 5 SY GEO I�IGUEL RIOS. JR & � LLAND TRULL & �IFE CA��xTA SO�ANO , A GEL HO J�M i94� �t; u� KATHERINE H. BRO�N :.�: .. -. . I � BM �948 PG u3 U � I I � ' INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL 2 8� � i i � i � i � i i i i � i i i � i � i � I I I � I I I i � I � i I I i I I i I I i � I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION �� � � �� _��� � �� __�� � � � � _� �� � � � � � �� � � � � :__ �_� �--- �-- --. — i — —� i — — — �_. _ _ . ._ _ _ _ _ _ _ � �---- —� _ _ � I I I I I I I � i I I � I � I � I � � I All Constr ction must be in accordance with all Local State and . _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ __ I I I I I I I I I I I I u , -;- � � � _ _��-,_ , ---- �-�i - � � -�- � --�- -_.._. ; ._, -��- -- -- -- � - , , , , � � � -�. I : I I �. -- � - -I I � �� � _ � I I 1 I I I I I I I I I I _� � _ -I � - - - � � � - - -- - . � - - - -- �- , , �_,! . - .�. :-. � � � -. --I I. 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BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I 0 I �0�,_�i„�_� « � �) CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � TO EX/STING CURB & GUTTER 8❑ �SEE SHEET 2-Cl CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR T/E PROPOSED S/DEWALK TO EX/ST/NG CONSTRUCT CURB RA�P PER DETA/L R-1 BE ADJUSTED TO GRADE BY UTILITY OWNER ❑ z � SIDEWALK 9 �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA - W ^ NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN � � aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS V— OTHERWISE NOTED W ❑MEANDER MUP OR S/DEW ALK AROUND POLE CONSTRUCT CURB R,4�P PER DET A/L R-2A U P= 2� 9.i �� �-- W 4 ii NEW BERN AVENUE ����w�=2z2.86, _ OR LARGE TREE fSEE SHEET 2-Cl ,rS,-�?� gg � � 5❑ CONST RUCT CURB RAMP PER DET A/L N-lA CONST RUCT CURB R,4MP PER DET AlL R-3 RETAI N O W (SEE SHEET 2-C 1 12 fSEE SHEET 2-Cl c. 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BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 21 ROADWAY PLAN SHEET r`J����oi 22 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBANFORESTRY 23 �-�5�ooi 246 242 238 234 230 � � � � � , 226 .� HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT _ (1 -� Ji i�, NUMBERe � � I � ��_I �, �i (_i r`s 'i =HEET h,lUM2E-;e � � Z � N � N \ � CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) � J ' � - � _ - / �� j �_ ` � � ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE �'r3- � / - � TO EX/STING CURB & GUTTER 8❑ �SEE SHEET 2-Cl CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) � � P/ � �- NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, / � / � AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR 2 T/E PROPOSED S/DEWALK TO EX/ST/NG 9 CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADJUSTED To GRADE BY UTILITY OWNER � i� � % � � - � iW ❑ SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA / / � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN / aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED � �� j �_ RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS �� --. 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LLC _ �'�' : ,•,� ST�\ , � r F = END SAFETY FEIyCE ., o O SPECIAL 'V' DITCH v I � -EB-C2- STA 23+85 �.•v!Nc � y -EB4- PT SfO. IO+G�.42 SEE DETAIL 9 SHEET 2-F Q � � ,, � _ W �, _.. � � Zti DB 06667 Pc 2� �� -EB3- PC Sto. 25+27.8/ -_ ��" �� ` � . -EB4- PRC Sto.10+30.8/ � � / BM 1938 PG 8� � �� ���� P� �°: -EB3- PT Sto. 25 +46.24 �. y \ -EB4- PC Sta lI +70.54 ,, � %<, ^-EB�- PC Sto.10+00.00 W = , � ;� , _ , _ � --- ___ , ,� � --- �__ � � �.� �,. " I O ,, IV �.. �s�. X , , =EB3- PT Sto 25 +77 99 �� 28 � ti� '� ' ' -EB3- PRC Sto. 26+00.37 '�� RTY CLllB AC�UISITION. LLC `� BEGIN SAFETY FENCE `` � RALEIGH COUN � -EB3- STA 25+78 � '��` \ � BM �938 PG 0� _-- � ��� l94� �G �� 242 � ��� � � �� ��� � � � � 242 ;; ; ,; � ,,�� 233 � � � � � � � � �� � � � � � � � 233 �� �� � � � � � � � �� ��� � � � � � � �� � � �� ��� � � _� �� � �� � � � � '� �� �� �' �� :_-. �.--1- - --�--- '- �-- --- ---_ _. , � � _ _ __ -I . _i � � � _._. - - � -- - _. -- -� -- - �- -- � i i i i - �- i - � --- � � �- -� -. � i_. _ i ----i --- -�- ---- � - -- - _�� . -- - �------ �- i � i � _ - - : _l_ � � -- ! - -;- _ . :_ � -1-I_ � i i � _�. : � � _ _-,_ : _i-i� _i T : _-� i_i_ i _ _ : __ �_ : _ _: : - -! - - � � - - _ . , _ i � I --!- , - -- --1. �_i i i _i_� � �_� _� �_ _�_ _i _ � i _- E �i ! i i ! ! i -i - i i �---� � � � : � __ � � ; � � � i i � - - i I � --I i i _. . � - -� �- i_ i i i � � -� ___�� � � _! �!�__� �-i :_�� i _! �__� ' _ N__ � !�_ � ��__ : �� i � �- i� _ __�_ _ _�__� _ �_� �--- � � _� __-i i -� !��- � i-�i - �-� i �� �-- ��-� i-'i �---� �� -' �� � � � � � � � : � _ - -� __ �� _i_i _i i I � _i i � � -i-�- - � � � BEGI � GRADE �_ � i � I 1�� � I�I I I � I �_I I If 1I � i_ !! � ! !_! �� �� !_ !_ I � !_1 � �I�. f � �Iil il�il� � �� i�I i �_ � � � �_ -l��i I iii ��� �---' ii �� _'_ i_ i� i� � i i i i -EB2- STA/O+OOe00 i_ i i � �- i i-i � � . � � �--� � � � �--, ; �- ��-�� --!� 2 2 9 238 � - -- : � � �� 238 �� � � �� � � � � � 229 i i � � i i i � � i 'i i i i. � � i i i i i i i ELEV = 2/So65 i i i i i� i i � � i i i � i i I_I _ I I_- I __ I� _ I�_ _-: I I : I I_: I I I I _- _-� __ il_� I I � I I I I � �- I I I �-�_ _ � -__��_ �� �- _: - -� i _ �-- _ _�_ _ __ � - �- _- ----_ -�__I -___ ___ ____ ___ j I _ �_ _- -j j I -- ___ _� __-j � _ �_ i I-. .. .... . �_ I .I -.�-- -- -J_ I _�_ �- J- ��____ I__I �__��--- ---. __��_- _-- I I _. J- _� � I I I - �_-�-� - -I I I_ J_�I I- � � �_I I I--. �.__J I- _i �_ . _ - _ _.�J_ -i .- --I� _.�� -i III III �I II II I I I I I I I I II II lil IIII I I I li III � I � III il:l II I III � I I I II I ��� I I � II II 1 1 i I II 1 1 1 II II 1 1 il i i i i l ' I I l i i l i � l i i i _ I_ ' I i i i i I I i i I_I i i I_I i I I_I i I_I i l , I_� . _II I I I I� � J I I � j.. I - I _i�__ II I_i._I �� i I i- � i I j i i I I I _ I II I� I_ II II _I. I ,! i I I II I_ � I� __ I II _ I _I_� I�_ I_ I_ II II � I_ I _I._ 234 � i i � � � � � � � � � END GRADE 234 _� : : 225 --- � 225 � . �_� � �-_- ! -_-- _ � _ � � . _ --�-- -_. . . . . . . . . . � _ _L___�_ _ -- - -- - - - -- - - - - - - - - -- - - -- � - - T' _. � i �i- ---- -� i .- --. �- _ -! : _i-i� i -EB3- STA 26+00.37 / RA -!- -: -_ -i i- _ : _ Pl - l0+10.00 -� �- -1 _ - _� i- � - - - - !- _ - _ _! _f i- _� __�_� � E �i E ��__ �_:_ - ' I _ -- ; ! � � � �- ELEV - 222e34 EL 2/8 70 ! � _ � i_ �--��i_ i�_' i-�� � i- i--i __i i i � - � BEB-C2- S A IO+OOo00 __�_ �� ._i_ _i ��_i i- -- - .' �- -- -;-- -i -i i i-- i �-i i-� i---i i ; i i i i _ , ! i i i_ � i i � VC - 20 Pl = 10+38.00 i_ Pl =_ 24+30.00 j �, �, j �i �i � � j � : I�_ i i i: i � ELEV - 22/.90 � � --- -- �� , _ , �� _ . � � � � i � �I � f -�_ _:_ i _ 4. �.. i - �;-i-u EL - 2/6.46 Pl - 10+80 00 i_ i i i i � 2 3 0 -_ EC = 405'76 � �_ � � � � � � �'� �, - _- - � . _ � �-� --i � � � � � � V 2 3 � END GRADE 2 2 � V C = 30 E L = 2/ 5. 6 2 2 2 � � _ '__� � � �_ � � - -EB C2 STA /0�95e76 1+10.5000/ � VC = 40' I _ i I . � � - i I - ` � a � � � �_�_ �_� � � � ---�- _ + i �:_ Pl - 25 +30.00 �i--i �� _�� - - - u-�- �i��- - � -� �_� �__ � i i i _ � �_ / 7 �_ � _� I i_ Pl 24 70.00 � ELEV - 2 9.0 i � � � � �- �- � � ' EL - 223.38' � i i � � i � � Pl - 26 +00 00 i i � i� �� ��� 1 i i � 1 i i i 1 i i i �450 � � EL - 222.42 i i i - � i � i � - • �4� i � _ , � i I _ 8, p �---�-���1-� i i-i i i_i VC = 30' ���- �� VC = 80' _.i._ --�- �-� EL _ 22/.70' I� i i._i _ , �` p��� � i. i � � � 2 2 6 vc - 20 2 2 6 2 2 6 Pi - io+54.00 ,' 2 2 6 217 ,° �-�2.0000i � - ° 217 - - --� �, --- - i-i- ' _.- __i-_ - _i- i -- EL = 2/9.62 �__. ,_ ° (+11.7000/ i � J� ,- �-- �- -!- !-� �- --I . _: - � � i -�I- ` ,3���� �- e :_. �_ _ i -�i VC = 80' i -li--i - ,- ; _ � --i _ - _-�--�- � -------------- ; , ,. - � ° l +J1.6000/ �'�2.4p00% � . - � � i i i � � i � i � � �___ +)2.����� � -_ (-)1.50 � 2 2 2 � � � � � - 2 2 2 2 2 2 � I I I i�T'� '��' 2 2 2 213 - � i �=i �� �_� � ,� _ BEGIN SPECIA� i ' DITCH GRADE RT -- 213 _I . I I_ I. _1 _J_ I_ I__ I_ I I_ _I I _I___ I _I I_ I___I �_ _ �- .22 - - --- --� -- -! - -. _� -! -EB4- STA I1+50 i _i � i J4 e i i_ i_ . -- - - - -�'_ _-�_I. C l- -- ----�----- ♦ -- ---�� -- -��� __ -l� _ � � I � � i_i 26/, - -- - -- -i-�- -�-i- -- �- _ _ ! _ - i � ! / � � � � � � � � � ��� � � � � i � � i � ELEV 2 5.00 , � _- _ _I - I_ _ � _�._ _ _i _ . . : i _ _ _ _'� ._:_ � �_: _ __� � _ _ . . - - . � � -J1.3/57% - . _ . . _ . _ ii ii ii � i ii �ii i �� �i � � � i i i i - - i i - -. i_i _ i i --: i--i- i_ - i- - i - --i - - i i i -_ i_ _ _-. _ -i i i i p - i i_ - i - i- i-i - - ' . i i ' 2 � H I I II I-I ` 1-I I� I 1 � I I ��� I I I �I 2 � O 2 � H I I �� I I � I I I 2 � 8 2 O9 I I I I - - INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL __ _ __ _ _ __ _. _ ___ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ I I i I i - " -' -- - " CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION -: TT � � - �- -, t ;-- - _ , _ i _II_ _� -. I . � .- I- _ l- - + ' I I I i- I I I � - + �_ i T _ � �T I_I I� i I I i I_ i 1__ I II I I I � I - i-!-- ! I IT-i- I-i I I _ I _ _, � I I I I I __� I I I 4 _ __ I � ons ruc ion mus e in accor ance wi a oc , a, n i . ...I . i I I r li I � i{ I :_.. _. -- All C t t' t b ' d 'th II L al St te a d _ I I I _ I I I I I I Federal Rules and Re � - I �-�J� -��. �_ �I I -�-`� �� � � -- . _ . . I � - �- - _ � �- . _ _ �- �. --�----� �---�. __ � . �-� _ gulations. I � _I I, ___ I I. I '� I I I I, . I: I I,, I I� __. I! I_ I I I_ _I_ .: I_ :_I. I_ I I _. I_ . I I I_._ : ' I I � I I � I I I_ I �, I I I_ I I I I I I I I I I I I I I I I I I I I I I I I I I I TRANSPORTATION FIELD SERVICES - • -i •-• - • -�I _-I I_� _i --__.�_i ---ii--.-.- 1-�- i--i- �-� i - ----� _ i__--1-._ �� I _ l- . �.__ _ _ _ __ - �-• - �_ _ _ __ .-.---. -- - _ _�__ -.--__�l_ _�__--.- -L��_ 214 � �� �� � � �� � � � � �� �� ��� ��� � � �� �� � 214 214 � �� � �� � � � � � � � � 214 205 � � � � � � � � � � � � I_C _ - - _�_i i i I_I i . - _i � __ _i_�_ ! i ._l- I_. _: IJ_ -� __- I I - !J I ! � - i_ I. I I I I _ !�_ �_-� _� I_ __ !_ _�-_ _ I �_ _� I _ _I �_ PUBucuriuTiEs i I -I -i i -- �_� i---!- i- - I i i - _l_-i ._ _ _-1_._ -1 i _I_I i i I i -I-I-- � i _ i i i _ U_. i _-1 _ i- --I- �-- -! - - - -! - --� - - -! ---- -! -- II � �I I I_L �:_ -.-1- �- --1 � � � -1-.- -,��' -1�_ _._l� L��- '- - l� L� _ I '- . ' _ �I -�� � � � _ J l_ _I_ � _ � � _ -� J -�- � � _ L _ I I I I I I I I I I I I I . I I I I I I I I I I I I I I I I I I I I I I I I I. I I I I I I I I I I I I I STORM WATER i � i-I� i I _I I I_ --�._ _-1 !_ _- I _I I: � I I I_; I I_ I_ I I_ I � -�I . . I . I I _ _ . _ _ _ _ I I. I I I_ _I_. I PLANNING/ZONING 2� o � �-__ __ � , � � : � ; -EB3 - _-: _� -- ---r �, � , � � � � _ 2� o _ � -EB -C2 - �_ _;_ ;_ _; _ -_- �� -�= - _ _,_ ; -EB4 - - ; _� - _ ALL PROFILES T 0 T lE T 0 CURB RAMPS ! ;; ; , I FIRE URBAN FORESTRY 24 25 26 10 10 11 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra Q i� I � i_l �, _� ( r �`� _� C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I � � �) CONSTRUCTION NOTES ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A � TO EX/STING CURB & GUTTER ��SEE SHEET 2-CJ T/E PROPOSED S/DEWALK TO EX/STING CONSTRUCT CURB RA�P PER DETA/L R-1 ❑2 SIDEWALK 9❑ �SEE SHEET 2-CJ NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR BE ADJUSTED TO GRADE BY UTILITY OWNER NOTE 4: SEE SHEET 2-G FOR CURVE DATA f357" \ � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINE� — _ _ RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS SR 2911 NEI� BERN AVE VAR BST OTHERWISE NOTED �� -� MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A �_ -_ O -- — — - N 4 OR LARGE TREE �� fSEE SHEET 2-Cl ;;u� '' -- - - - - - - - ; ;�c _ ;;-ED p O�1 W CONST RUCT CURB RAMP PER DET A/L N-lA CONST RUCT CURB R,4MP PER DET AlL R-3 �' ' 5❑ �SEE SHEET 2-C 1 12 rsEE sHEEr 2-c� NEIN BERN AVENUE "�ry = 6❑ CONST RUCT CURB R,4MP PER DET A/L N-2 SEE PEDEST R1,4�1 REFUGE DET A/LS � � ISEE SHEET 2-CI �3 (SEE SHEET 2-CJ 6� U i o�-22�.5s� O W ,;, HACKBERRYr� INVcN��=�23.80, 12' � 8�-18 IO �`" �� I.� aCOIySTRUCT CURB RAMP PER DETA�L N-3 �� PROPOSED PED HEAD/PUSH BUTTON " `�r' "ACKBERRY � HacKaE�� cn fSEE SHEET 2-CI �' SPEED _ LI�IIT p O _ - - -- -- -� � 45 + _ _ _ _ ` _. 1— \ � o� — I N � —� � — Q I� _ � `'A — _ - -- - � _ � � AVE V� B5; _ SR 2911 NEV� BERIy � SPECIAL 'V' DITCH -� _ _ � I �'�� � — �— -- -_ — — — — Cf' � SEE DETAIL9 SHEET2-F ---- — _--__ — --- --- �� — ---_____ _--rc-- . - � � _ _ — � _ _ �yAYFINDER � _ _ _ _ — — — — — — — — ._ _�,_ _ _ _ _ _ � \ _ — DUCT BANK . 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CIINV(NV�)=226.43' y�00DS 45 -- � � � , --- � � � � � � ,c� - � � L T RK BRK ' --- F _ _ _ — � _ S� U - -- r � -_- 'h — - \ _ 2003 =� e_, n . . _ _ i: _ _ _ _. — B �� ` - _ _ � _ � _ E , �- , _ F __ ^ , �L��- F � -�r� � � _ F _ 58 E - F 55•6 - - � Q_ _ � _ _ _ _ _ _ _ _ - ti - - � � � � - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �-��- - - - - - - - � o - - - _ _ , � 8, - - _ _ , \ -EB - __ __— F u� � � ���, 0 60°06'06.��E-------------- _------ -------- - T-=__- _ _�_------- __ E � - - - - - - - - - - - - - - = - � _ - _ _ _ _ _ _ _ _ _ _ _ - jv �T TCE TCE �TCE TCE TCE TCE CTCE TCE TCE TCE F TCE TCE TCE TCE � TCE TCE TG,E TCE TCE TCE TCE TCE TCE TCE` TCE TCE TCE T E TCE TCE � 12+02 fEB41 /2+17 fEB41 - 12+32 fEB41 C Z 16.86' RT 13.00' R 10.00' RT l6 +06.48 �EB4J -EB4 - PT StO. l6 +73.56 � � �� �;� _ � � � � 11.90' RT - �B4 PT Sto. l2 3/.77 �/ Q _ ^ I� � RALEIGH COUNRTY CLUB ACOUISITION. ��c -EB4- PRC Sto. 16+36.14 -EB4 PRC Sto. ll +98.18 � RALEIGH COUNRTY CLUB ACQUISITION. LLC \ ` � � �i✓.✓ Y � (d JL ' I '�1 1938 PG 0� � RALEIGH COUNRTY CLUB �,A e��,�, p� �, y� ACOUISITION. LLC �n -EB4- PC Sto. 15+76.38 _ _ / / �M ���� rc �� � �� 193� P� 0:; ��,�1 �q�� P� ��". 249 , i - -_. ' _ _. i --� li_I- � �--I li �i- --� �-�-� � -! --! � _ _. i i -._ i iii i ��ii �i�i� �� ���i �i�i �� ��� -- �� �� �I :'� I -. i '�-- � _`-:� :�i - i �i _ : �_�� � �_� � _ �_� � � _. ��� ��1� �� � �l ���� � ii iii , i _I_ I I I I l.. I J I I _ _.�-- --- I I I�_ ._ l � : � ! -- � �_ �� I _I-. _-:_I_--!; - --- -� ---�-� !; -�_ _._ . I . II .. II JI il il I����, i li i ii --- - -- --�-� --� �-- Ii II_. � �_� __��_� � -J-�--u--- i� ��i i i� �� i li� i ii { li iii �_i ii I, i __i� --i__--.�.-- -._.-_ i i_ ._. �_ ', : _ i i _� � —; - -- ------. -- -- - --i-i- ._. I I I, I I I J_! i I --�-�-� �� : =-f: =i�l � �, �_ �._�_� �_ � �__ � _�_ _ �_ __ _ ��_ -_� i- _� �_ I - _ ��_. i '� i _ i i- _i _. 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I II _ � ' - � � -- -- - --,- � . 30�0�. _ EL = l 2/ �66'� - - -; � - ! � l �"�a'3 -.-�i Vl. — 6�� l � � � ' �� � „ I -a- �- �--I�- � -� �II PROP l8 RCP � � � � � � ST A l2 +OOo00 _-_— —!_-�_ ' '— _�-_�_ r I I— I— _ I I I I ELEV = 2/5e75' —�;_ --� ��_ - -�� � i� �i iiii i� �' END SPECIAL _�- � �:_ _! � � � DlT CH GRADE RT _i_ �i ; � � � i �� �; � - - -EB4- ST 12+00 ' � � -11.50% ELEV = 2/5.75' � ------------- Y 12 13 � _ � REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � _ i��P - ..�� _ � „"P ' _' � P � I i��is docuiT�e��t, tnqether with the cor����ts �n�� �1P�i �i �s pi esei � I�� hereir�� as c�n ir�struni�r� I r�f �ervic�� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n auth��ri�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p s�c�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 __; -- -: -�-I� i �i� � � v - - � � +)2.500��° �r EFA���� i�,i Ty� o�Fi��E oFo � � � ��� � — _ �I_ _� - - - -� f � , � - �- , ;-k � . Pl = 14+00.00 EL = 229.95' VC = 60' 14 ��� � � �� I-i__i _ � ;- =-- -� _- _ -- I. I I_. I I I I I I_. . i.—._ i —II: —_i i -I I _ �i .-I i—. _� I i I� � � _!. ! il II .I—I_ I� li i I� I- �Q� / � . - � ' � �-, i--� ��- ( +)5 � - � � � i _ � - - -L- � - � � � � i li I . � ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 15 ROADWAY PLAN SHEET -- - _ = f __ _ _ Pl l6 30.00 EL = 241.45' �-,� , C = 50 I'� � i �i �i � i � � �—� -� -- -�--- � -� �i : i-. �, � � �. -_� , � � -� �� � �-�- �-� 16 ee p0 c �'�8 �� � � � � 249 245 241 237 233 229 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL 225 CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES e� ^ � PUBLIC UTILITIES L L STORM WATER PLANNING/ZONING FIRE � � � URBAN FORESTRY 17 HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT _ (1 -� Jii�, NUMBERe �HEET P�,IUM2Er;a � � I � ��_I �, �i (_i r`s 'i I `J CONSTRUCTION NOTES ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A � TO EX/STING CURB & GUTTER ��SEE SHEET 2-CJ NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 3• ALL POLES HANDHOLES MANHOLES VALVES METERS � — I AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR I ' N 2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADJUSTED To GRADE BY UTILITY OWNER _ i SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA � � � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN —� w aCO STRUCT MULTI—USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINE� — � w RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS __ ~ _ OTHERWISE NOTED 1 g• �� a� 6• CR6,,I , V� 4❑ MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A `� 6. � 6' � J � ALBEMARLE AVE cR.MYR cR.MYR OR LARGE TREE �� fSEE SHEET 2-Cl _, ���Y�, cR.MYR cR.MYR I � NE1� BF�N A�lE � f� ,\ W 5❑ SEE T SHEET 2 B RAMP PER DET A/L N-lA l2 SEE rSHEET 2� � R,4MP PER DET AlL R-3 /�l EW BERN AV EI �UE _ � g / �,�� � l _�� �`� � 6 CONST RUCT CURB R,4MP PER DET A/L N-2 �3 SEE PEDEST R1,4�1 REFUGE DET A/LS - Q + ❑ ISEE SHEET 2-CI �(SEE SHEET 2-CJ � --- - \ —��- �� ►`n ❑COIySTRUCT CURB RAMP PER DETA/L N-3 �� � N � fSEE SHEET 2-CI O� PROPOSED PED HEAD/PUSH BUTTON — __ Q - -- - -- - - - � _ _ — _ v� c o, � N 269 � � a � � � 0 0 265 0 � � � � � 0 261 � � � 0 � � � 257 Q � � � m z 253 I � � 0 249 _ O i � � � O O � 245 J Q � Y � '�� �� _ _ - � ---- - - �l- �� ARMOR 1.5:1 SLOPES WITH � _ _ — — -- CLASS B RIP RAP � — _ _ _ _ _ _ _ — — . w .��_.,� --__.---_._ —rc—__.______---- -- .,._ O ----______._Tc---- I � • —TC— — _ _ _ —TC— — . __ Z . . , , — — 2001 DETOUR ._. _ = � — — — —� --- — � _ ' ' ' • !"�2 �, .,r� — — — _ — — — _ — — — — — — — — — — — — T C — — — — — — . . . . • • ' ' _ ,— — —T F 0-- . . , ,.,-._ . 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LLC � 1938 I'G 0'� - ,a', 1948 PG 98 � -�v.owvi C -EB4- PC Sto. 22+30.99 � -EB4- PC Sto. 23+23.95 -EB4- PT Sta.22+47.77 ; � RALEIGH COUNRTY CLUB ACCIUISITION. LLC ; �, � ':�i ��� + ';� � _ � +�v.t�vvvia — — — — Pl = 23+25.00 2 6 9 EL = 263.13' VC=40' �-��40, INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY 18 19 20 21 22 23 � _ � REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � _ i��P - ..�� _ � „"P ' _' � P � I i��is docuiT�e��t, tnqether with the cor����ts �n�� �1P�i �i �s pi esei � I�� hereir�� as c�n ir�struni�r� I r�f �ervic�� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n auth��ri�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p snc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 �r EFA���� i�,i Ty� o�Fi��E oFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 ROADWAY PLAN SHEET HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT _ (1 -� Ji i�, NUMBERe � � I � ��_I �, �i (_i r`s 'i =HEET h,lUM2E-;e � z 0 � 0 , 0 0 � 0 � Q � � � N � N \ � CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) ' ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE I / � - - - � TO EX/STING CURB & GUTTER 8❑ �SEE SHEET 2-Cl CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, /j CONVERT � / � SR 29/I lyEy� BERN QVE V� BST AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR �5" RCP-III 5'R �2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�P PER DETA/L R-1 BE ADJUSTED To GRADE BY UTILITY OWNER 2G1 TO �� - SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA Z NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN � �� � aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED 2G1 2105 2104 5'R �3 5'R "� RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS O � - _ � __ � OTHERWISE NOTED DI BL-20 '�� N /4'R RETAIN , � 24? � '�EFT LANE N 4❑ MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A . � �' �,AuST ?' r' OR LARGE TREE �� fSEE SHEET 2-Cl ,Q� E BER A E UE /5 R � - � 6� - q� - 2� - _ _ - c� - - _ - - _ -Q � i �� ' � �' W CONST RUCT CURB RAMP PER DET A/L N-lA CONSTRUCT CURB R,4MP PER DET AlL R-3 � POUR /S AND AROUND V N � D�e �� M Y R r�,^,{ YR �CR.MY R 6, 6'� P,O � a �2 , cR.MYR 2�06 � Z �SEE SHEET 2-C 1 fSEE SHEET 2-Cl 5'R TRAFF/C POLE.INSTALL C����YR � l3 � � $IDE�I/ALK GUY{�IIRE ' E� i.-��CKi�t-- : aCONSTRUCT CURB R,4MP PER DETA/L N-2 �3 SEE PEDESTRl,4�l REFUGE DETA/LS 5 CONC MOl�,O ISLAIyD 5,R ���T O lv ISEE SHEET 2-CI (SEE SHEET 2-CJ ISURFACE MOUNTEDI �, �1 ,�p.�� REMOVE EXIST TREE 5" CONC MON,O /SLAND l3 z � a COIySTRUCT CURB RAMP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON MOD/FY EX/STING � �`� ISURFACE MOUNTEDI �� ���; ;Y�v'✓ BERN AVE VAR B`, W � (SEE SHEET 2-C) BUS STOP _ POUR /SLAND AROUND � � �- INSTALL 20 BUS STOP W/TH , ' TRAFF/C POLE 18 RCP-III '�' � �^�,� '�� \� 18 RCP-III CLASS 'B' RIP RAP ; G O � 30' LAND/NG PAD AND T/E - `� , J �8 RCP-III ' z� REMOVE TREES FLUSH TO PROP C&G 2'-6"C&G , EST 1 TONS N` 2�-6"�&� EST 5 SY GEO GRADE OUTFALL DITCH i� T' _ _ Q - - - 8:/ / AND ROADWAY � -� - � SHOULDER TO D�AIN „� ' - ; -, -rc- --- -- - - � 6 � 2107 3 � , � �_ � ,, �� -------- 60R - , �1 � 20' ., �' 2101 f ❑7 2102 � - - _ �� °�F� ' � F � 2.5 � � F �' 2103 i CM�T � � _ - _ - - - �� JBw/MH CB JBw/MH > `_; '� ��° � U � GRADE TO DRAIN 2Gf / 30'R \ > _; - 't � � � � 8' , F l' CUT SLQPE ;; 2108 �� � C :, � 6 �I �I � - i ,; F - - - - I - - - - RETAI l G ALL ::� � � W ____---- -__ NNW ; , Oca �� __ i -------- --- ,� a � '� _- cn - _ - - � - � - - � - F F - �- EB - - � -� � : _ - �u , _ 8 C F � � - - - - - - - - - - - - - - - - / � - - � ; Z , N o � �F�.� � � ❑ , 2,09 � EB5 � � � _--- �,�, � � - - -____ � � -- ------------ --__ , 0 , , �o� � oe5 , _ - � - - - - - - - _ J r� - _ � - \� �, � ' / � " P � 4 � 7' 26.5" E o � - F , v ���� � � N C - - - - - �? 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LLC //,� � -EBJ�- POT SfO. IOfOO.00 ALL�ANCE MED�CAL �IINISTRY. INC t�r//� /9.l° E CLEAN OU7 � .�:::..:; ;.: ��..� � Q� % � � EXISTING ' CB , // �// I; �I 2015 PG 215 � -EB 'Jr - POT StO.12+46.46 BI� 1938 PG 09 �;�'�/ � / / �i . -EB -C3 - POT Sta l0 +00.00 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL � i i_ � i � i � i_ i i i i i � i � i � I I I � I I I i � � i I I i i I I i � CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION � � � i � i � i � � � i � i � � � � � � � i i �� �� � � � � i . -. �.--�- - �--- �-- --. -- -. i _ - � �.-�- -- � � - --- -I I i - _I I- i .- . -.. -� _. . -. - � -. --! .-._ -.- --- � - - ! -. - - - - ?- - I I I I I � � I�� I I I � I I I I I I I I � I I I I I. I I � � � I j All Construction must be in accordance with all Local, State, and I _ .- - . _.-. �� -° - - - -- �- � - �� ---- - _._ . :. . , - _-:_ : _.- -.- � . . .-- .-.- -.- -. .-. . .-. _:._ _._ . - -: : _. - _ _ .- -:-. ._ . � � � I �� I I �� ' � _ _ �_ I I I �� � � � ! I I � ! � I � � � : � �� I I I � I I � I I I I ' �� � I I I I �- ' � �� � __ _ � - - --_- . I-I - - .�. :-. _-. .. `-: - -. . . , - - - --- . ---- - - - - .. - - -- - - -- - -- -- .. -.- - _ Federal Rules and R g lations . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I eu . I I J I I I I I J I _._I_ _ I I._ I _ _I._. I _ I I I I _I_I _I_ ,_ I I I _I_I I I I I_I_ _ I I , I I I i I I I I , , I I I - TRANSPORTATION FIELD SERVIC ES I-� � � � � I I i � � � I II I � � � � I �� � �� � I I � � I I I I � I� � � I I � I � � i I I � � I I � I I I I I I I I I ' I I I I I I I- I I I I ��- - I I � - I I I� I I I I I I I I I I I I I I I I PUBLIC UTILITIES I I I I I I I I I I I I I I I I. I I I I I I I I I I I I I I I I I I I I I I_I I I I_ I I I_, I I I _ I I I I_ I__ I I I I I _ _. _ --. _ _ -.. -_ - . _ - . . - - . _ -- -.. _ . - . -.. - - - ----- ---- ---. . - .. - - - . _ --- ----- --- - - - II �. � I I. .. . I II � � I I I . . �. .� �. . .. �� I.� I . I. .I I I. .� ����. � _ I I I I I � . I . I . _ I I . I. � STORMWATER _. �-�� �- � � -.�-I � I--. �.-_� �- _I �_ . ��-. -I .---�� -.��_ -I �_ � I -.�-- --.-��. � _ � .-�_ I�-I_ �-. I�. --_- �. -� �-. L.�-- .- � �_ -. L. -� � � � -- -. L�-- _-. � � -. �_ _ ��� I I I � I i I i��� � I i �� I I ��� �� I I�� I I � t 1� I I � I 1 I� I I� I I I � I I I I I I I i � i I I I I 1 I � I. I I I I � I I I � I I- I I I I � I- I I. I 1 I I- � I I I I I I i I I PLANNING/ZONING �� � � I I I I I I I I I I I I I I I I I I I I II - _ I �I III Ii _ II _� __ I� I I I� I � I__I _. I._ . _I- --II_l_ . _ I II I� I._ II II _I. 1.�- - li -- i II _ II I_ �I I� __ j II . I . I I � . � �. I I � � � , � FIRE 2 6 9 Pl = 23+75.00 END GRADE 2 6 9 � II . -�- _ _ .-. �-� - � �-I--.- - - - � -- -. I . - -. --I .-._-.-. _ - I . -. _ - -- - I-- --I . -.-. - _ _ URBAN FORESTRY i - - - - - _ _ EL = 263.63 --- � �_ ��- - -� i - -- � -EB4- Sl A 25 f52.35 _ _ _. i_ - -i i- . -i - - - '- - . __ . i i- _ . _ i_. . � -i i . i i- _ , � i � E �i--- � E i�- _�--- - - -- !-I-�- - -� � - - � ___ � ._._ _. � �_�.�_ --� _ _ _ . _� _� ---_'-: _ _._: i � � ��i- i�_' . ELEV = 254064' ; � � � � � - VC - 50 --- � i�--��-_- '____ i i i i i � i i i � i i i i_ i , i i__ i- i i i i i - i- i i � � �;-� � -�_ _: !I 1I II il J . � : . �I il II I _ I . !I � !I ; -; I � i� I� !I il _ il � � ; j _ �I � !I !I � I I !I I _ I I � � �I _ II � I 2 65 P� - 24+80.00 _ i i i i i- EL - 260.48' i _ i �__ i - I i i I i-i __� i i �- i-i -I i i I- i i-i __I i i �__ _i-i i o � _ �_ � � � _ _ , --� '� '� �_ '� � '_'� � - --;-' -- , 265 -�- ��- � � � -!- -_ �_� �__ _ �- �_� -� _ � �--- __ _, __-, � _ �_ �_� � � � -- �_�_ �_� ___ � � _ �_ l+)I.0000/ �� I�. . VC 50 ,. i� I. i i i � �_ , - --�� _ �� -I �_ _ - _ . - _ _�_; _t ,- _ _ � _ BEG/ GRADE _i _ �_� �- - _�. i_ � �_ -� _ i i_ _ _ �_� �_ � - - _i . i _ �_ J_ � � i . i . i _ �_� �_� :- -i . i _ % _ ! � � i i � i � i i _ i - - f � � i � i� i � � i i i i � � i i � � � i i � � - EB5 ST A l0 00.00 �-J3,pOpp/ � :�. !_ i � i i i � � _ , I_i _. i i _- i i i � i-i i i i-i i i-i i i I_.I._ _I_I_ I_I_ I - � � I I. I I ! I. I 1 I Ii 2 6 � �, I _ li � i � �, I I I -li I 2 6 � I� L V l� I li � � li � � i i i i �I I� II II i � I� i 1 I� _I . �- .-_I _ I-___.�.-- ----I I I__ � � _ __I-_ -� - -- -- . - _ ._ I _ � I _ __. ,_�_ _ _I ._ _. _ �- . _� , __ _ I�_ _� ._ _._. _. I�- --- -- - � --- __I_ ! _ _ , ! I : _ I i ��_ .-,- - - -.---_ _,- � � _- , _: _ i , _ _ :_ _ , . _� _ - , �- - - I , ---- _I �. . � .!-I-. -_.-I. -- � .-- -.-.! .� -_-!-!_ .-: C 1 -- I- �-- - 1 I �_. . . -� - -- -- .�. - . .- , �._ I-.-. I �. �. - _ __ . -. . -_�. �-� -.- -. --��. - .. . -. _ - I I I I i i i i i � � � i i i i � � i Pl = 10+30.00 i i i i i i i i i i i i i i i i i i =�ii_i, i,_i ___i � I� , I, � I � _I� � � _i_: � �_� �_ � - � ` � EL = 25/.65' � � � �� � � � � � � � � � �i�. ii� iii �� �i ii i� �i i i � � i _� - �, � _ , . ENDGRADE �� I I I I_I I I I_I i I I I � 257 � � � � i i � � �.. � � i r� � �8 , � i 257 255 ._ VC 35 � i - � i � � � � � -EB5- STA /2+46.46 � � � i 255 _� � �_ I � � � � I,_ � � � � � I_ �_!�_ � �,- _ 4i �_- �_ �_-_I _I_ _! _ _�_ �___I_ _ � �_ _� �__I___I _� �_ i�� - '- ---i!- ___ =i- i- i---i- -! _!- -i _ : .-� _ _-i__ -- � 6�� - - ! -- i- _ _ _� _ , - Pl = 10+97.00 �_ __ _i_ _ _ _! __- _i � ELEV = 243e43' i - _i - � -�- -�-�i: C i=�-- ------- i--- i--- --i ---u -� � ° _ i __�_ i I _ � � - _ _i_ __ --� _ EL = 249.2/ -- - � - �� � ! i � -_ i - -- - � __-- � , _ _ _ , , _ , �i i i i i i I I I i i i i � ' __ � i i i = � i i i � i i : i � _ i � '� � � � � � -- e � � VC 60 � � �i_-_ -I - I_ - �i _�._ _ �_� _ . _ _ _ _. . . _ :_ _: _ __._._ __. _ _ ___- ---- - - . 0 336/ _ _ i i i_i i i �__ i �__ ,_ � i_. . i i_ __ ---� i i_ � �_ i: _ i__ Pl = 12+02.00 __ _i i-i_ _-i __� � ____ � � � �-: , � � �- � - � � � � � __ _ ____ _ � � Pl - 11+52.00 -� 75, __ �_ � � �__� __ _ - 2 5 3 'i- - �_i_ n- ---n---- �---� - �--- __i ___i__ --��i __-i � � 2 5 3 2 51 = ' -- i- EL = 245.67' -i __ EL = 246. i i-i i 2 51 _ -i i- --; � �, _ -, , TT _ -, + - -- - , � - � i V C - 20� I -- - T I� li _ i � i I � . . .. `- � 8 _ . _ . � _ . + - - _ _ _ - r . . . ' _i_ ; - _. . . � 8 a �. . �. �. �. . :�� i� � i � i I- I_ l-- i i i i i i �! ��- I = f I i I I � 63 / (` � ! VC - 50 I i� � � i� � i i i � i i ___ � � I I --- � i -�- ! _ � i� �i� �� �-- -��� ' -- � � '� - ; ' - - � � � 6 3�gj, - --- - :_ i: li i.: i: I i I _ ! i_ i i i_ _i_ i_ : i i i � i_ ! i__: i i � ! � � � � _! 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I I_ . I. I I I I I I_. _ I I I_ _I___ _I-1 I I_ _I _I � I__ I - - _ _. _-. _ _. i li i I i i i i i i i i i i i i i i_ i_ _ i i i i i i � �� i i i ___� __ _--r n - �--i- 243 - i- i - i -�_ - -;- i-i--- �-- �__� --i-i _�- - _ _i i i-i -� 243 � !R ALL PROFILES T O T lE T O CURB RAMPS i i i , i , , , i i, i 24 25 10 11 12 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra _ i� I � i_l �, _� ( r �`� _� C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I - C � N i � � a � � 0 � OO � � � � 0 , � � 0 � � c � Q c � m � Z � N � N \ � CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT � UNLESS OTHERWISE NOTED (ALL SHEETS) � ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � TO EX/STING CURB & GUTTER 8❑ �SEE SHEET 2-Cl CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR Z 2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADJUSTED To �tt�,�E sY ur���n owNER Q i SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA __ _----- - �'- NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN � � w � aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED - � 6• RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS �ERRY RETAIN {� � OTHERWISE NOTED H�` O'�� \1 EA DER UP OR S/DE ALK AROU D POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A �, � E 3811 4 M N M W N „ � I_ O � ❑ OR LARGE TREE ❑ fSEE SHEET 2-Cl NEVV BER/� AVENUE � J/ � �� ' 5 CONST RUCT CURB RAMP PER DET A/L N-lA 12 CONST RUCT CURB R,4MP PER DET AlL R-3 �P`O �; --� � ❑�SEE SHEET 2-C 1 ❑ fSEE SHEET 2 Cl -- — - -- - --- - -- -- -- CONTRACTOR TO FIELD V�RIFY - -- - - EXISTING PIPE LOCATION AND � � aCONSTRUCT CURB R,4MP PER DETA/L N-2 �3 SEE PEDESTRl,4�l REFUGE DETA/LS - OUT�ET �oCATION � ISEE SHEET 2-CI (SEE SHEET 2-CJ TIE INTO EXISTING INVERT � �_ I COIySTRUCT CURB RAMP PER DETA/L N-3 EXIST�24'2RCP�-III � � ❑� fSEE SHEET 2-CI O� PROPOSED PED HEAD/PUSH BUTTON 18" RCP-III I � I 18" RCP-III 24" RCP-III I I REMOVE EXIST 2G1 � —� � � PLUG FILL AND ABANDON -EB-C4- w I I w �. w w Q' EXIST 18" RCP 15" RCP-III 220 CB 2.5' 2'-6"C&G 220 CB ° , " 2.5' CB 22� `i' I I;�' � �-�' '� EB-C3- 15" RCP-IV N Q � - � - -� N �/ 4/° //' /9./" E _ — — � � � , ,_ � 2201 , 6� � _ 6, 35'R ' 2 � BODI $TOP/STING RETAIN CB N � 2.5_ 2 6 C&G C g 35 R �_� 27'R �; ,_ � 0 W �I 9 - = 26�R „ � _ a 3�� _ �� : ,� , � 6- �� - - - - - - - - - - - - - - - - - - - - - - - ll _ 52 R , ---- --- e� .. , - _ - V�j . .. . .. . ... _ . .. ... .. - F �B .. 6 r �. � ^ •. - . ... � - - _ _ i F F � � --- W � � w � �1 � � ' F -� 2206 / � \ � 220 � �- - - 20 _ - -- -_ � - '4.16' -r Fo- 7.5'R � � - \ 220 � 9 VVAKEM�_�� '�' �. � , � - . � - \ CB � �,'> \ / L T � i,. 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IOfOO.00 CAP ALT DELTA INyEST�IENTS. ��c -EB-C4- POT Sto. 1.3+16.15 SERyICES PER GIS OSPITAL = I �AKE�ED v -EB-C3- PT Sto. 11+05.52 � OTOP-228.3z� `�� ���� �G �6� � - - - P f l+ 44l �Nv�N�=208.42' I�B 739g PG r � EB C3 C S o. 0 6. � �I� ���c� P� �,'- � , i i i i i i i i i i i i i I I I I I I i i I I i i I I i i I I I i i I I � i � i � � � � i i � � � � � � � � � i � � � i � i � i � � � � � � � � � � i I I i I i i i I I I i i I . -. �.--� -. --.-. _ !-�-- -.-. _I I -- �- -� .-._ -.- - -- � - - � -. . -- - � -- - --- -. - - . -. . �, _ . - - -. -.- -. -- . � - -.-. � _ - -. � � I I I I I� I I� � I� � I I , - _.- -: , _l_ � � -- � - -�-� - �_ � -l—f_ I- I : _I I-I_ I _.._. , ._, _,_ _I : _- �_ , --J-. -! - - :_ , �_. ._ . __ ._.. � _-:_. . � , � _. � , -==- , � , __ _-I. i_! f - � � .�_I._�. _-I I_�-� �- --. -! --! �---� � � �--��- I-_ f � � _� ._� � �_I __ ' _- _ _I_ _I I_ �_. ! I._I . 1 I- _ _ �- -__� '_ ._._ _. _�. �_ _ '_ _. _ -_ . _! _ _._ _. -_ _�- ._ _._. _' �_ _� _ ._. -- !- -! _ _. _ _' I_ � � -� � �,__� , �_ � i i i i i �� BEG/ GRADE i i � i i i i i i i� i i i� i � i-i � i i- i i i i i i i i i i i i i i i i- i i i i - i i i _ � _ _i_ �i i -- —EB —C4 — ST A l0 +00.00 � � i : � _ i _� _� i � � � � � i i i i � � � �i i I � � � � i _ � � � �i �i � � _ � � �� � i _ i i � —�—i � _ _ , II II __ I I ! __ I I- I'_ I I I I I __ I I � � I I _ I I I I __ I I- I I=1 __ � BEG/N GRADE �i �i �i � � _ �— i—i __I ii ELEV 243e92 ii ii ��— i i— �—��— i ii� i � i i � i �i i i �i i�— i i �i i i i �i i i i —EB —C3 — ST A/0 f00o00 �� �, �, � � i. � i i i i. � � i i i i i i i i i i i i i i i i i i i� i i � � i i i � i i ---- ------ --- — -- — _i _� � i_ i i __i _� _ _ __ _ i i i— - -_ _ � : — i I �_ ELEV = 243e50' _ __ - _ _ � i �-- . �_� --�- � �- - - --_ _�_ i ---_ _ _ i -- _� _ i �- - ---- - _-i i � - i - —_�-:�� � �_ i .i -:�-_ -_;-�i-�-- - -� �- J -__ . �J-_ _ � -_� -_�� - _� � _ �__�_ J_ I � J_ , i_ _i �-_ i _� i i i i _. J- � l 1 �__ _l 1 �_ END �RADE ��� i��i �—� i �� i�� � �i � i.i i � ��i �i i �i � �i� � � -� � I I I I I I I I I. I I I I I I I I I I i I I I I I I I I I I I I i I :_ � I I I I I I I I I I_ I I I I I I I I I I I I I I I I I I I I I __ I _ I I I � � — i- � i�i -EB -C3 - ST A ll +05e52 __ i i_ �i._� _�_� _�_� __i _ i_ . i i � �_�- --i _�_ . �__i i � i_ i i_i : i- _ i __ i-i i_ � �__ i i_ i �_ �_ i_ i-i %: i-i i- 2 4 8 i i I- � � � ELEV = 242089' 2 4 8 2 4 8 � -_�_ �_ �� �� � � � � � � � � � � � �� � � � � ,, � � , � �� �: � � � � � �--I � � � � � �- � � _ �- . -. —I II__ _ _ —I I I � I - — � --I--� '� �. i i I - ----� ---_-- I I_ -- i . -. _ _ _I -I --- -- -- __.-. � i_ _I _ .-. --- -- -I --- II I_ � I I I I - -- - -- — -- ---. . , Pl l0 +90.00 - -- - --- - - - _f l_ =. i ' � i i . � i - -- --i_ _� _ _ i � i_ _. _i i- i � i i i � � i _i i . , , _ _i �_ _ , ,- _ _ _ _i _- --�-i-- ; -,-- EL = 240.82' -� —!- Pl = 10+28.00 � i —ii ii i ; i- ; -- i- i -_ i_ � i _i i i - i�. , --i- � --i--i � _�.�_ --, i _ i--i . -` ; i i - - i-_i _i -i _ __i i � i_ �_� i -i -i i i -- i �-i i-� i ---i i ; i � �C = 30' EL = 240.06' � , , , , -�_ _: ;, I i� _ I i i_ i I i _I i i I i i i li _ ii ! i i i i i i I I� _ _ ' I ___ I I ___ I I I I I I_ I I I I_I I I_I I_I I 2 44 � Q0 2 44 2 44 Vc �o �, �� '� � � � � �-�- � � � � � � � � �-; �-- �- � � _ ,- �,- i -� � � �- � � �--, ; ;,-- -, , � 2 44 _:_- _ UI' �.� I I I I I I !-- : I_ I_ I: I_:_ �_I _ I_:_I I I: I_ I I_ _ I I_I _:__ I I I I I__ :_ I I_I ' ' I I_I I I I I I I-I -- I I I -- - -. - - - _ � -1 e ! ' � M _ � - �- -� � � � � — �. i � � u �_ �i J i _� _ _ i_ i _:_ J_��- _�. i_ � �_ E D GRADE �- J_� �. i . i . i - �_� �_� - -i . i : i_ 2.9756/, ��° `��O �.�� i i i�� i;; i � i:i i iii �i i �i i�i � � i� � � i� N \� �iL �p, � � � i� i i i �i i� i i i `k _ � i i i i � i i � i i i i _. i i -EB-C4- STA /3+16.18 i i: i—i i i—i i � I � . �; ' I -� � __ I I_. _I I I I I.-i- I � I I: I I �� ! i� ' ELEV = 23/a08' !, � I I I I 240 �� � :� �. 240 240 �� � �_ � � � _ � �� �� !� � � �� � r 240 i . _�___�- .-_i _-i i_i _.�_- - �._._ _. i _. � � _�- —._. _ i _ _ i _�__ __ __. ,_�_ _ _i _ _ Pl = 12+66.00 i-i - -. i�- _- - - i ._ „ --- - - - --- - _ , � � I _ _ ! I : _ - — _ _ _ _ _ _ _! - -- _ -- - - _ , _ , , _ _ _. �_ : � : �_�_ ___�_-- f -- -- � � -- � : ._ _ �_. �- �- - �_ EL - 232.75 I i I i � � —_ � � i i i_ � � � i i ___i __i_ _i . ��_i i_ _i _ i i VC = 20' il__i _. �i_ i_i i__i i i__ ii-i i_i ___i � I� i i i i � i �_ 07 Pl = 12+82.00 � i__ i i_i__ �_i �_�_ � � �3 05� � � i � i i �- � � i i i � � i_ i � � �_ ! � i_ { � ii �i� i�� � i i i i � i �_ �� _i ii � _ , ii � � � i i—i � �- i—i �� 2 3 6 �� ��'� �'�' � �� 2 3 6 2 3 6 _� ��� � � � �� �� r� ____ _—_ �� � � ��� E L- 2 3 1. 6 8 �— � �� -- �� �� 2 3 6 � - - -� . i i- � - ; i � i i__ _: _� _: i�_ �---� i_ _i u i i _ i i _! �_ � __ �_ _�__, _ , -I �- —�, �I!-� VC = l2' ! - -� !- ! -- -�--- �---�- --!- _L-__ _�___�_ _� -- - - - --- --- --I I . - . .-� _. . -�-.. —� I - . �- _ � .--I - � I --I-- I -- I- I- -- . I- - - -� - -. . � - -I-- ---- . ---. . . I -.. . .--. -I I I-I I I-- ��� � ��- _ -- - - _�_ _ _ �� I�-- - -. _ - - --- — j � j — - ' ; � � � ��� � � � � -�. _. I_� �- --�---- I � � � �- _. � �- �. L�_. I I-._ ��_ . !I I I I I I I II II I I I I 1 I I 1 � �' ' '' �___ _� � �_ i � i i_: i i : i i i i_ __: � i �66 — _ - _ _ _ _ _ :_ _: - - _ i _ _ i i i - -- -- - - i_i i i — �__ 1_. . _ i i- : -----I i—i- . — - -- - ---- - _ -i_: _ ' �6� '' � --- i i i i : i i � i i i _�i- '_ --i �i i i i i i � _ _ �i i li I- - : _i li — ° �- -- - - - - - - - - - - - - - - ��/ - - INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL 2 3 2 'i_ i_ i�i— -n_ __ 2 3 2 2 3 2 1— ----i i—_ --��i i i i i— — i— —i— i-� �i— i i—_ i— —i— � � � — � - -- CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION _ . , . . - I I_ _ I I I .-,-� - I I I I. I ,_ _ I. , , I i I, .J i5 , - - � I � I- I , I_ i I� �- � - I-I- , I �.- I- � �- - t� I I I i_ I I --T -- -- • I I I - -; + I . . I. �� �� : I� i � . . --- - -- - -j- ._ . . _ - - -. . . . . . _ . . I I -- � All Construction mus e in accor ance wi a oc , ta , nd � � � � � � � � I �� � � � �� ' t b ' d 'th II L al 5 te a I I I f _ � I � f_ _ I ____ ___�_ I �___ f__ __ _ __ I _ Federal Rules and Regulations. - � L� �LJ� -,��I - - _`� �L� 1 � -- �_I �� - -� - �— � I _I I .. . ! I I ' I I ! I . �: � _ _. ! ! I_ I I I _ _I_ . : I_ : _I. L _I � I_ � � -. I_ . . I I 1 _._ : ' I I ! ! I . ! I ! _. ! I I I _ I � I I � � I I i_ _.�I __I I_ � _ _.__� _I ___I I_.___I._ _ _.� _ I_._ ___� I I_ ��_ I _ � I �I__. I . I _I _I__ _ ._�_. I ._ I_�._ . �_. _ I�_. ._ I ._ _I._. __I._ _I__ _I_ _ __I _I__ ._ �_. . _� I_. I_I___ _I_�_. _� I._ ___I_I _L�_ TRANSPORTATION FIELDSERVICES 228 I I I I I � I I I 228 228 I� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I�_ _. ___�_I I I I_I I._ _I � I__ _, I�_. __I _____ I I _ I� I I I _ I_, . I.__ I__ ___ I _I_�_. I I I I _ I�_. I_ __I _I I_ __ I_, _ _ I__ _ _ I_. __J___, _ I I_, I I_ _I I_ pUBLIC UTILITIES I � I � I I I � -I- - I-. I � � I � � I. - �- � � � I � I � I � I � I � II - - - --I-- —��-.- �,-. . .---I - - - -- -- -. . —� - -�I-I _ - �— -I-�I-- -- - - - - - ��- ��-,�. --. . - --I- -�-- - - - --- - --- - - - -- -I-_- -- - - -- ---- - - - � �---� _ �� .- -.��. —�- . .-�� LI�- - �� LI -. � .--�-. �- . . . �� ,�, . .-.- � - � l- -�- � -� - -� - . �-. -�� :-1-- �- -. - -�- -.- � - I I I I . I I I I � I I I I I I I I I I I I I I I. I I I I I I I I. I I I. I I I I I I I I I I I STORMWATER � —1I I--I._ _I_ . _-1-!__ --�-- _I I: � I _ I T I_ I_ _I_ i I_ _ I_ . I I_ I i- � �I_. . I. I �� I i _ I_. I _ I _I_. I _ PLANNING/ZONING I � I - -EB -C3 - . '�_ __-'�- _ � -� � � � _ �_ _�__� � -EB -C4 - --__ ,_ � , _; - _ , -� - _ �_ _ _ _�_ �-�-_- - _ _;-; , _ I �� I - � � -�--�- -�- �- �. �—� - -- --I I � FIRE ALL PROFILES T 0 T lE T 0 CURB RAMPS ' '' ' '' ' URBAN FORESTRY 10 11 10 11 12 13 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w��s pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra __ i� I � i_l �, _� ( r �`� _� C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I �-- � �) O, � N i � � a 0 � O O � � � � G O � � � c 0 � a� c � Q c � a� m 3 a� Z � N � N \ � CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) I � ❑TlE PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB R,4MP PER DETA/L N-3A NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � � � TO EX/STING CURB & GUTTER 8❑ �SEE SHEET 2-Cl CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) � � NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, ,��gll NEW BERN AVE VAR BST I o` 2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADHUSDT �N TOT� �,�E s v ur�� nTowNER EWA�K oR — � —�� i ❑ SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN � �, aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINE� --- � RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS �� OTHERWISE NOTED �O ❑4 MEANDER MUP OR S/DEWALK AROUND POLE �� CONSTRUCT CURB R,4�P PER DETA/L R-2A I1/EVV BER/� AVENUE Q�� OR LARGE TREE ❑ fSEE SHEET 2-Cl i�.. 4� �,,� ,�, CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB R,4MP PER DETAIL R-3 E�AC�B�RRY f-+t�cK�Er�RY -RRY HAc� ��. 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I � I�� I I I � � I I I I_I_l_ I I I I I _I I _I I i I �_. _ I I i I � I_�— i I i :I I I i I I I II I I II i I I I I I I � I I I I I I I I I I i I I I I I I I I I � i i I I � i I i I I.: I I - I I i I I � I I i � I i � I I i— i- i I I i I i i i - �—i I � �—i � �—i _- — �—i I I I _I . I I_ I. I I � I I. I. I I I I. -I_ . _I I-I . �_ -I_ . I- _I I� I. I__ I I _I I_ I. - I-. -I. I -I �. I.. I I_ I I_ _ I� I� I � I- _ I -I.-_ -I - I-. _ —I.-. _ �.. -1- I-. I. I.-._ I � � I_. I. I. _I � �_._ I. I. I.- -- � 1- -: -I. . I.- _I ` I I I I I I I I i I' I I I I I ' I I I I I I I i I I I ' I I ' i I I ' I I I I I _ �-- — — — —I — --I_I_I I __ _--_�------ __:_ _.--- ---- --__ _. ._ _,_I _ __._._ —I _ _I_ _ _—. _ I— ___ _ _— — _ __ __ _ . ._ __ —_. _ __ — — _ — --- —�— ----- — --- - --I— _ _ — --_ —__ __ _ _ _ . _I__ _—�-- __ _ . i__. � _L _ I_� 1—�-----�---- �---. I--- -------� ---IJ _-:__-1 L��— —. _ l� �_:J _ I _-J_ I_ ��_ I _ I__ 1--�---- —I --I_ __ � -- I --I— — �_ __ _ :----I_�_ _�_I---.- C . -� I I � ��_ _ ! � � � � I I I I I I I I I I I I I ! I! I I I � I ' ' I I: I!' I I I: I I I' I I I ' I � I I I ' ' I I '� � � � _- _ _ - _ _ . J , -I_ ; _ _! _ . . : I. _ _ -: - _:--_ _ _I .-:_ I I_: _ _-I I - _ : -. _ _ _ _ . __ . . _ . __ . . __ . _ II II II � I I I I II II� I II II II � I I� I I i I I I I I I I I _ _ -_ _ - - - -- -- - - ---- - --- - - - ---- - -- - _ ii — i_i i i —_ i___i_ i _ i_ ._ i_ _— :__—i i i _ i_' ___ _—i i i i _____ i i i � i i i i i i i i i i i i ��— — '-- --�—�— � ---- — --�—�---' ; �---� —: �_ ____� _ _—� ---��1 —_. I _ _—� — —I �I__ _ _ —I--I— ; _ _ �—i— ��— � — — —�__ _ —�--�— _ _ _ �— — — — �—�--- — — ---�—� — — - INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL _ I __ I I.. _ I i I, _. _ I ! - CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION I I I I I I I I I. I I I I I � I � � � � I I � I I I I � I I I, I I I I I I I I I I I I I I I I I I I I - - � ��- --;�T - -, � - - � -T - - � - � �_ _ _; t ,— - -� r- - � - -�- -�-- -� - �- �- - t � -� �- - -T --�- - , - � �- �—�-- -- --�—� -� . . . . . - . � . - -- - - ._ . . _ - - _. . . . . . _ . . _ . . _ . -- All C t t t d I I I I I� I i 1- I T T T ons ruc ion must be in accordance with all Local, 5 ate, an -��I �_ �I �� � � -- �-� �� . I � - �- - _ � �- . - --- ---�- _ + _ �-- �. --�----� �----�. __ � -� _ gulations. I��J+ _ `+ I I I I I I I I ' I Federal Rules and Re I I I I I ' I I I I I I I I I I I � I I I I I I I I I I I I I I I I I ' I I � I I � I I I I I I I � I I I I I I I� I_ � , _. : .. . : . � : : . _ : . : : � _ _. - - -- - �- - - - - - . _. . . __ . . .- . TRANSPORTATIONFIELDSERVIC ---!!— --i— a—�— !--i— �—� � — --- — _ i__ --C i I_ �� 1 _ � i �[-- i � : _� � -: �—j- - �—• - I�_ - I _i_ i —i—. — �_ _� I i-i -i-�_ � ��- --- -�li _-i �i-� ,------�-i i i i i i i i� I -�- -�- -�-• �---I-1 -L-�- Es I_�- - - - -�-i i i i-I i -- ---� � _-__ _i_�_ i i _�_i_ I i I I I I I I I I I I I I I I I II I I I I � I I i I I I I I I I I I I I I I I I I I I I I I I _, I�_. __I _____ I I _ I� I I I _ I_, . I.__ I__ ___ I _I_�_. I I I I _ I�_. I_ __I _I I_ __ I_, _ _ I__ _ _ I_. __J___, _ I I_, I I_ _I I_ pUBLIC UTILITIES � I � I I I � I I � � I I I � � I � � I � � � � I � I � I � I � I � —I I- - - - - - -- - - - - - - - -- - - --. .. —� - -�I-I - - �— -I-�I- - -- - - - - - - - - - - ��-. -- - - --I- -�-- - - - --- - — -- - - - -- --I-- -- - - -- -- -- - - - _ _ ___ _ _ _ ____ ____ � �� I I-� , . —�- �---� . _ -.�- -�� � .- -.��. —�- . --�� LI�- — - . �� LI -. � .--�-. �- � ��-. - �. �. �-. _- - � l- _�- � -�. - -� -- . �-. . -�� :-1-- -�- -. - -�-. -:— � - I I I I I I I I I I . I I I I I I I I . I I I I I I I I I I I I I I I I I. I I I I I I. I I I I I I. I I I. I I I I I I I I I I I STORM WATER - - - I I _I I ! I I I_ --I.- --I I I - - -II -�- _-1 !__ — i _I_ i i I T I_ I_ _I_ I_; I _ I I - � - � �- - -- �- - ----- - I . - -�- -- --- � - -�I_. . I. I �� I i I. I_. I I I_ _ I_. I _ I _I_. I PLANNING/ZONING I I i i i �--- .-:- i_I i I i i __ � � : i �. � ,--. , ._. .--I I I I I I I I I I I I I I I' � � - I � I i - . � —1 -. I_ - I I I -. _ - I I I - - � � ---. _� . -.-.. --� � - - -�--1 -. _ I-.. --- - -I--I- j - . --�- I- -�. - -j- I—I--- -- . - --I I � FIRE , ALL PROFILES T O T lE T O CURB RAMPS i i i i i � � � I URBAN FORESTRY PREFARED I�,I THE OFFICE OFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra _ C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I �� I ��_l�_i(r�`i-i �'='i � �) O, � N i � � a 0 � O O � � � � G O � � � c 0 � a� c � Q c � a� m 3 a� Z � N � N \ � CONSTRUCTION NOTES NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) --- -- - - - - NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � ��� -� �� f aTlE PROPOSED 2'-6" CURB & GUTTER � CONSTRUCT CURB R,4MP PER DETA/L N-3A CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) I ��� ��-� I � TO EX/STING CURB & GUTTER �SEE SHEET 2-Cl NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, ��� � ��� ���� � I '�� AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR _�� � � 2 T/E PROPOSED S/DEWALK TO EX/ST/NG � CONSTRUCT CURB RA�WP PER DETA/L R-1 BE ADJUSTED To �tt�,�E sY ur���n owNER - I ��� �- i � SIDEWALK �SEE SHEET 2-CJ NOTE 4: SEE SHEET 2-G FOR CURVE DATA I � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN � �� ��' aCO STRUCT MULTI-USE PATH CURB CONSTRUCT CURB RAMP PER DETA/L R-2 SYSTEM �S TO BE RETAINED ��� � I _�� RA�P (SEE SHEET 2-GI �� fSEE SHEET 2-Cl NOTE b: ALL SURVEYED TREES TO BE RETAINED UNLESS � ����� � _� OTHERWISE NOTED � — — _ i `— — � MEANDER MUP OR S/DEWALK AROUND POLE CONSTRUCT CURB R,4�P PER DETA/L R-2A � � 4❑ OR LARGE TREE �� fSEE SHEET 2-Cl � ��� ��� I �� I ��� �CONST RUCT CURB RAMP PER DET A/L N-lA ❑ CONST RUCT CURB R,4MP PER DET AlL R-3 , F iNE !� ��� ��" 5 �SEE SHEET 2-C 1 12 fSEE SHEET 2-Cl �! 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I � i I_ I i I i I � I i I I I_ i I I_ I_ I_ i I i � I_ I �I i I � i I -- I i � i - , -_ _ i I _-_ i i i i i-- i i i i ��_ -_ i i _- I_�.� -_ i i I_� i i i -_ i I i i—i -I i i I- i i --I i i i—i _-I i — i—i _-i I I I I I I I I I I I I I. I I I I I. I I I I I I I I I I I I I I I I I I I I I� I I I I I I I I I I I_I I I I_ I _ I I -- �-� - � �---: I I - - - I -- I I -- _ � I_ -:. __ I - . - - - . _ - - -._ _ . _ _- _ . -_ - - - -- -- -- -- -:- I� � I � I I � � I � I �� � �� I� I I I I I� � � � � I I � I � I I � I I I � I � I i I-. . . .. . . . � �� I I I , . �_ I I -.�-- --.-�1_�-. J_ - I .-�_ I�-I- �- i�_--_- �. -1 �-_L.�_- .- � � -_L. -� � � � -- _L�_- ___ � � -. �_ _� � � � I -. �_-�-� - -� � I_ �-1-� I- � � �-I � I- —. �.-_� I— _I �_ . _ . - _ _.�J_ —i .- --I� _.�� —i III III �I II II I I I I I I I I II II III IIII I I I II III � �I I I:I I � III II:I II I III � I I I II I � 1 II. 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I I I I I � I � � � � I I � I I I I � I I I, I I I I I I I I I I I I I I I I I I I I - - � ��- --;�T - -, � - - � -T - - � - � �_ _ _; t ,— - -� r- - � - -�- -�-- -� - �- �- - t � -� �- - -T --�- - , - � �- �—�-- -- --�—� -� . . . . . - . � . - -- - - ._ . . _ - - _. . . . . . _ . . _ . . _ . -- All C t t t d I I I I I� I i 1- I T T T ons ruc ion must be in accordance with all Local, 5 ate, an -��I �_ �I �� � � -- �-� �� . I � - �- - _ � �- . - --- ---�- _ + _ �-- �. --�----� �----�. __ � -� _ gulations. I��J+ _ `+ I I I I I I I I ' I Federal Rules and Re I I I I I ' I I I I I I I I I I I � I I I I I I I I I I I I I I I I I ' I I � I I � I I I I I I I � I I I I I I I� I_ � , _. : .. . : . � : : . _ : . : : � _ _. - - -- - �- - - - - - . _. . . __ . . .- . 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I_ i � � i_ i i 304 i i � i I i � i I � I _ -_ _ �-_��- -I i i I i I i i i n_-- i i -- 1- I-1- I i i I I- I i i i _ i I-_ i - I i I I i—i _-I i i I- i—i -1 i i I _' 3�4 ' I I I I I I I I I I I I I. I I I I I I I I I I I I I I I I. I � I I I I I. I I I I I I I I I I I I I I I I I I I I I I I � I I I. I _�-I-- I �-- I - -- -----: - . _ : -_ _ -. - . __ : . _ - - - -. - - -.. -- ---. . -- - - _- ---- -- -- -- - . - :. - -. - . - -: � I I . � I I II-- . �. -� I - - I �. . � __ � I I� I . � __ -- - -- -- ---- _I_�. � J_� __i�_� .� - J-� - -� .J I I L. . - _ _ ��_ —1 .- —l� _.�J —1 �_ I li U — �: I- �- � - lu-�_ �I - J- _ I _L _:_ I_ _I _: J_� �- - _� I_ � J_ -� :_ i I- _ - J_� �_� I I �__ _ _ I _. I_ I� ��I I I� i� I I I � i I I I � � �,� � �I i I i� I�� I i I:I I iil �I I �I i�l i i li i i I� I i i �i i� IIl i i I ! _ .. _ � i lil i ii II I li i I i i� i i I I i I I I I i I_I il li I, . f..{ I I I I I. ! �_I. I I �. �__.-� i���_ I� .! �,. , -- II __ � I II _. _II I I I. 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BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra _ C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I �� I ��_l�_i(r�`i-i r�� B-CI- PC Sto.14+35.26 -WB-CI- POT Sto, 14+87.63 N' 2` 43' 27.5° E WB-CI- PT Sto. 14+82.63 - B-C2- POT Sto.1Of00.00 S � 28' 26.0" E - B-C2- PC Sto. 10+05.00 -WB-C2- PT Sto. 10+48.63 O STEPHEN B. POPSON � o � � � � N W � TA1�� S. PURDUE & HUS@AND � . KIM B. 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MYR 4 MEANDER MUP OR S/DEWALK AROUND POLE ll _ � I I UNLESS OTHERWISE NOTED (ALL SHEETS) ❑ ❑ fSEE SHEET 2 CJ Z — NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � J CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 Z NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5 /2 Lj NEVV BERN AVE VAR BST �� AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR ��SEE SHEET 2-C 1 (SEE SHEET 2-CJ Q BE ADJUSTED TO GRADE BY UTILITY OWNER � _ NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS NOTE 5• UNLESS OTHERWISE NOTED ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ RE-ESTABLISH - -- SYSTEM IS TO BE RETAINED DITCH ' RE-ESTABLISH NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS � CONSTRUCT CURB R,4MP PER DETA/L N-3 DITCH OTHERWISE NOTED ❑ fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON � i i i i i i i i i i i i i I I I I I I i i I I i i I I i i I I I i i I I � � � � � � � � � � i i � � � � � �� � � � � � � i � � ��;—�—=�---�— � � � � _ _ _ � _ � �__ __ —� — _� �_ � — _ __ �_ � �__�_ ; .__ __ --_ _ — � _. _ -_ _�� -- — �----_�—� _ _._ '� ;— _'— _ ._ _._ _ -_ _� _ _._ � ��_ � i i _ �— i -- i i � _ i i _ i ;- ._ . :._ � -1_f_ I I I � I-�- � �- - -- - . - - �- � � - -- - - -- -= � � I I i i � . _._ . :. .� �. . . , _ _-,_ , _I-1� _I _._I -I I _I - , . _ -�- -� � -�� �-� � �- -�-�- � 1 I- _ _ :- �-. ._ . - -� �_ _ _! !_ _.-. ��_ _�.-. -._ _. :�_. —! _ _.-I 1 I _! : I �_! —� . . � . . _ - . � . . . — _ . -. . ._ _. . �. , _ ' I _ - -� I- END GRADE � �i i i i i ii i i i ii i ii �i i i i i i i ii i� � �i i� _ _ __ . __ _ __ __ _ _._. _. � _. _._ _ � _._. _ —W B—Cl — ST A/4 �82.63 � � �� i� i � � i i i i I i i� � i i i i i i � : I i i I i I� �� �� i I I I I I I I I I I I I I I I I I I I� _ . __ , - - � _._ _ . _ _ _ _ i i � _ ELEV - 306e94 , _._ : : : : . �_ __— _ i i i �-�� �- _- __ i i_- i_ i �- i � i- i i i __ i � � � i—i _ � � i_. i__ � �_ i i-i - i 312 ' ! '� -_ , =— � � � � � '� '� � � ��— � � �—�� � � �—� � � � � � � � � � � � � � �— � � � � � � � P� _ �4+98.00 332 __ I � _ _ , _ I _ I I I --- ! I_ ___-� I �_ I_: i _. _I _ � I I- !--� . _:_I _ �_ � . I_:_ !_ _ __I I � . I_ � I_ _ _�_ _._ _ !__�- _:_ !_� �__ :_ �_ _� _I _ � I--- I _�__�_ __-� � _: !_ l_I _ � � �---- PI = 14+65.00 - - - - - _ - _ , �� �. . �� I �� i- I �_ i I�. � �� . � i � � � � i. _ � � � � � � EL = 326.60' �_ EL - 307.05 _ .� i— _� �_ __ _ ��_ —� - --i� _.�� —� �_i -�- - — -._�i_ �_. �_ _ i _�_ �_ �_ ,�_ - _ _ i_ _i � -_� �- - ._ i � -_� -� , i i -_� �_ - - _ i i _. �_ _� � i i i � il i i I I i i I i I il II lil Ilil i I I li Ili � �I I I.I I � III il l il i III � I I I II I � I II. I I I I--� II II I I � I II I I I - VC = J�� � �� VC = 25' i � __ i � i i i i i i i i i i i i_ � i i i i i i i i i i i i_i i i i_i i i i_i � � I i I.. I — I _I I I_I._I _I_I _I_I __I _. I_ . I I I I_I— _I _l_ . 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BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 13 ROADWAY PLAN SHEET 324 320 316 312 �• 304 14 15 HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT _ (1 -� Jii�, NUMBERe �HEET P�,IUM2Er;a �.� I � ��_I �U �i (._i r`7 '1 ,� �,� � �) c � � N � a � � 0 0 ; 0 � � � � 0 � � 0 � � c � � Q c � m � z � N � N \ � - B-C3- PT Sto. l2 +40.T0 �-� - B-C4 - POT Sto. l0 +00.00 , TAM� s. PURDUE & HusBAN� - B-C3- PT Sta. 10+39.88 % 34° 32' 07.8" S 36° 59' 13.6" E °p KIM B. HOL T � ;; e,aooirioN� -W B-C3 - POT Sto. l2 +45.70 _ N � B-C4- PC Sto.10+05.40 ►- - , PaRK�Nc sPacEs � - B -C3 - PC Sto. ll +02.56 � � � �, -WB-C3- POT Sto. 10+00.00 ,��`�� .� � � �� �� � �3 �6. � 25.00� � B-C4� _ S 46° 25' 28.7" 0��0 eP �\,\ �\ ��`�� � oaK � �5.50� �r � �' �( 18" RCP-III W �oe P`` ��� � � �'�'�°�,�� � '� 11+47 � B-C41 W e �� �� � � `�c GERALD LAZORE & 25.00' LT � �-%i r - B-C3- f � StO. lO fOS.00 P � ``� �� 15.50' LT �- O -WB-C2- POT Sto.16+28.07 F.� � \ ROBERT PERRY � N REMOVE EXIST HW /� RETAII�I EX/STlI�G CLEANOUT PIPE INSTALL CV � � e Q� RETAII� E�'lSTII�G �y , o / / POV�ER POLE ;; u�y'��, l='�, �"T� CONC. COLLAR AND EXTEND 1- � �p 4� l�� l6.1° E POyvER POLE �y �9� '\ �� � l+36.45 f -C41 ExIST 18" RCP 11f98 f B-C41 N cv \\ ,, . � � 23.90' LT 3/.00' LT ' � REtilOVE EX/STING � ' '� �'`�% < , 11+75 � B-C41 23.00' LT Q Q � - B-C2 - PT Sto. l6 +23.07 eus sroP ' ' s �� \ 3�.00� cr �1 �J �`� \\ - B-C4 - PCC SfO. l� f Jr' 1.�4 25.00' LT /9.49 LT � Z , _ - B-C2 - PC Sto. l5 +76.79 - B-C3- PCC Sta. 11+85.4/ <s� a �� � 20.0� cr p�E ► ,' \ D �N E ,� �t- � , ' �( $, . lIySTALL 30' BUS STOP AND _ / ,, � \ ,.,.., - � � v ❑ � _ _.� CE - T . \ 0 � , �(,:. CR.MY� TlE FLUSH TO PROP C&G a�, \\ VI \ \,� �- F p TCE`'��-TCE � -TCE � � ,� - - - - - ` F F / , �,, � � �. � ,; ��; T�E TCE TCE TCE TCE TCE- � / � i � �, i�RICK PA�/ER \ 4 � _ _ - - - _ - - �.L - - \ I � PARKIIyG AREA i � i.�v��' / - _ _ _ _ _ -- �- 8, / - - - - - �- � ;� . _ �' �' I � � � ETL_ 25 R l `�� W + � ,/ � ,,, � _�_- 2703 5, z ,_: , _. / , , , � -, � � , �� � ', ,_ � � � � F �� ,� � :� - , F � � 8� � � _ � � - F = ; �- � , � - Z �� � � � _ _ _ _ r -� - - - - - - - � ��- � - - - Q _ _ - - - - - - - = �_.-, � . 22 � .. - � m �. _ v {� 30' , �.,.: , , 5' � R Q � - - 8� - .:. _ ... 8, g N � i - - � ` - - - � 50,R 2 _6� C CB " &G ;- - , . - , _ _ _ - � 270 7 � N 5, - � _ - - a �, 30' 5� _ � `� _ _ _ v _ 50'R - - _ - - - __ _ - 15'R - �, ` CONSTRUCTION NOTES I � 2' -6" C&G 30' DR -�B -C,3 -`� 2' -6" C&G _ I � S 86 48 /7.3 E _ -r- REFER TO SHEET 25 FOR PROPOSED INTERSECT/ON a T/E PROPOSED 2'-6" CURB & GUTTER � CONSTRUCT CURB RAMP PER DETAIL N-3A W � � � ltiiPROVEMENTS NOT - - TO EX/STING CURB & GUTTER (SEE SHEET 2-C) ? SHOWN �N TH/S SHEET � TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 _ � 4, � � � 5/DEWALK 0�SEE SHEET 2-Cl � NEW BERN AVENUE � 2. CR.MYR � �} 3 CO STRUCT �ULTI-USE PATH CURB �0 CONSTRUCT CURB R,4MP PER DETA/L R-2 Q � q• . '� � 22. �.S CR.M Z• B�-12 CR,tiI� CR.�IY� (APPROIX. LOCATION� ��� �` � RA�lP fSEE SHEET 2-GJ ❑(SEE SHEET 2-CI � i-1,^.r',<R�^� ' ��.uu;; : �iAPLE �CR.MTR � _ - - - f� � . - - - - - 30'C&G =� � � � ` NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT CONSTRUCT CURB RAtiIP PER DETAIL R-2A �� TOP=329.i:� � � � 4� MEANDER MUP OR S/DEWALK AROUND POLE ll I �NV(,j�>-324.77' -;� UNLESS OTHERWISE NOTED ALL SHEETS fSEE SHEET 2-CJ _-L iNVc�t)=324.69' '�`, NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � I CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5 /2 � a I AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR �� S E E S H E E T 2- C 1 ( S E E S H E E T 2- C J -�--o - --- '� B E A D J U S T E D T O G R A D E B Y U T I L I T Y O W N E R � �`� NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS �� I� � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ I � \ SYSTEM IS TO BE RETAINED NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3 � OTHERWISE NOTED ❑� fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON �, i i i i i i i i i i i i I I I I I i i I I i i I I i i I I I i i I I � � � i i � � � � � � � � � � i i I I i i i i i i_-. �_� � _!i E D GRADE _�._.� �-�- -- � -i� - � � -�� i - , � -�--� .__ __ --- � - - � _. _ -_ . _�i -�- - i----_�-i _ _._. . �_ _- _ ._. _._ _ -_ _� _ _._. i_ - - � -- . i - _ i_ _. _� _ i i_ I : . -- �- -. . N -. _._ . . � � _ _-,_ . _.__ __T : _-� �_i_ i _ _ : _; _,_ _i __ �_ : _ _: : - . -i �- - � __ _ . __ _ . � _�_ � � _ � _ _ , - -- �-=1. �_i i i _i-�-i i -i -� i i �--- � � ; ; - i � � -Vy8-C2- STA l6 f23°07 i i i i -i _ __�i � i _! i �i_ _� �-�i :_ �i _� i__i � _- _ �-- -i i !i_. � �i__ : �i i _ i _ _ _ ._i_ _i . _. �_i i- - _ i _ -_i _� _ i i _ _ i-_i i_-i _ _-i i -� i_ � i-�i - �-i i � -- - -. ---i �i -' ii � �� ��� ELEV = 328,85' �; : � � � i i i i� i � � � i i ; i : � � � � i � i � i i � � �i i i � � �� i i ���i �i � i i i �� � i i i i_ � � � � � � � � i- - �- - --- - -- ---�.� _._ , I � �-1 � � �-� -- I I_ � _ �-1 -- � �-- �-� --I � � � �I I I �I I� � I_ I I I � I I � � I __' � ' � ' - . _ _, , � i�i i i� ��_ __ li li I_ I I- � I I I I I� I, _ �. � i i � i i �- i i � i i i i � i i i i �-'--�-' - '- '-�-�---'-'-� - � � ! -��� � � --- ! �_ � ____i i i_ �_ i- _: � _� _i i �- !--i : � __� _i_ i . �__ i_ _ __� i i . �_ i �_ _��--�- -�- BEGIl1/ GRADE -� � _ � �---� �--i--i_�_ ___ i i _ i_ i_� _ i i i--- �_i_ i_� � __-� i _ i_ I � �. . �� I I� I . l .�_ I �� _ . . _ �� . � _' I � . I I . I� I� � � �_ _ �� . i I �_ �_ - _ - - - -� , ��-_�_ �� � � - �__� . � � �_ _ _ ��- -� - --i� _�� -� i -�-- - i_ __ �_ i �_ �_ W B C4 ST A /0 f05e38 � � � _ i . i . i � _ _i . i i_ Pl= 16+06.00 � � i i- �� ii i�� �i�� i � i ii �i� � -�i i �.� � � ii� �� i i� �i � i � i i i-� i� ii i i i ii i� i i �i Pl = l5 +55.00 I'Z^ EL = 328.90' �� �- i � i i i i i i i i i i i i_ � i i i i i ELEV = 328.2/' i i_i i i i i_i __ i _ i_i i � EL = 328./3' ! I�C = 20' i_ � 1�- _i�_ _ li I_ i._I _I_i� _�_ I_ li li _I_ __I _ I_ . li li � _I- --li _l_ . � li I� I_ li ,!,! li _ li I_ �I �I P/ _// f03.00 I� _ li _ I_ li li : � I_ li _I_ 332 �� - 40 : _ , �� � �_ �- - - - � �-_- -! ---- - -i - - -- . - � .__ - � ! - ! ---� ._._ �_i i- -- EL = 327.88' !-- - --._. � i P- - �� ! - --. i � : _�-�� _i _ __� �_�_ - _ _���I E ��==- - --�-- ! -- _ �- :-- -� _� � __� �- . -i - - ! _!_ _ . �_ _ 10+50.00 VC - 20' � , !- _ --- � i i _i_ _ i � i i i__ �_ i �_ i_�_ i_. � i i _ � i_. _ P� Pl = 10+8300 !__ ' �- - - -. _ _._ _: _ _._. _. _ i i i i-i i i � i � i i i � i-i i i _ i_ '_ ._i i i_ __ EL = 328.57' ' Pl = llf6/.00 i � i i � i i i � i e ( +�1.5065% � � � � i EL - 328.19' , _ , , � - I� -- --i-- ---- i� ii �_ ii ii �i �_ _-- �i 'i - �� - �i i _�i ii �i �� 'i_i �i_ VC = 45' VC = 20' _I i-i � EL _ 327.67' -�� --- -i-i ��� _ - - 328 �+�2.6987 � __ ___ _ 331 � �� � � � � � � V� 80 � � � � � � � 331 � �� � i i I i � i i i n i i I n � i i � � � I i l-)0.3203% -----: �. i i i i �_ i i i � i i �_ i_ _ �_ i_ i �__ � i i_ � i i: �_ i �_ � i � � _ i i i_ _6_ i i i_i __ i i i i � i I I - � -_ -I I� I . -� - __ i �� � i � i � � �� � - � -� � � � i_ __i i �_ �-- � - � i i -� � � � RA - ( -ll 1570/ �� 5476/ � �_ _ � _ -i - --�� _ �� i i i � i �_ - o _ �_ � _ �; - i�i i �i �-� i-i� ii ii i �i i__ � �• � : � i i ; i i i i; , END G DE i � ( .807 • ' p 0% o . _ � � � � - U - C2 � � � _�_ � _ . , � _ _ i �_.i._ _�_�_ � _�_ : � -�_ i -� i _�_: i � i - - - - _ - f -10.3657% a � �' i �� ,� ��� � � ,� � - _ 327 � __ �-�0.8992/327 W B-C3 - ST A/2 +40070 ! i �! ! _ ._.� �._._ _ i _. -i__ _._- __i-_ -i _ ELEV - 328e22 _ i _ i _'i_ , i �i 16 -;- --- . �- _` _ __ , _`:_ _I -I- _ _ - J- _- � _� _- _ _-� _ _ -H-: - �:_:_ I_: -� �- I :- I_: - -r-i- -�____i _ __�__ __� _ .__ ` I I-. --I-----'-1- : _:_I. I i_ � -- - Pl = 11+92.00 � � � �_. ii i_ _i i_i i_i i_ _i � i� i i i i i i i i i i i i i i � i i i ii-i ' i � i i i � � I � � i � I� i i i i l� i li i EL = 329.50' i l i � i i i I i I i i i i I I i i i I I i i �i BEG/ GRADE _.i �. i �_i_�_ i � �_�_ i :, �C = 30' -- i_�_ i � i_i i i � _ i i � i i-i i i i-i i � � i i-i � � i-i I i � i - � � I I'i �'i -�/B -C3 - ST A l0 +08000 � i i � i i i i � i 3 Z 3 i i i i i i i i i i i i i __ - i i i � 3 2 3 i i � �_ � � � _ �_ __� �_ _� u � � _ � Pl = I2 +14.00 � � �- _ � �___� _�__ _� _ _ _ �_ -�_ _ _ �_ _�- �_ �___�_ _ � �_ _� � _ _�___� _� �_ _� _ _ _�___ �___� _ �_ _�-__ _�___�_ _� - - i = -. i -i - --i_i_i ELEV = 329e29 __ i_ _ i Pl ll +04.00 �_ -� i _ _�- - i -I - i_ - � i _. i� -- -�- -'- ' - i- - --�- _ _ _ i _�_ __ _i_ _ _! __ - _i _ _�-_ _-� - - _ _ i __ _._ - _� �-- - - _ , - _ ' _ _ __ --- - � -- - -- _ --- - _ - -� _ i_� _ - - EL = 330.03' -«� ��- - - -� EL - 328.48 � - � - _ �_ � -� - _� - i i �_ - � i i i --- - ; i � ; I� �__� I I_ _ I I_ � I_ I_ __ - L �- - � � _ , ii i i�i VC- 5 ii i i i i i i i i i - �i_-- - - _ �i i_�i Pl = 10+25.00 _ _i -- ;-_ - --- VC l00 ---� i {- _ i_ - _- _ -�i i . i-�- - _ i i ' _: i i - -� i- - -- - -i-- _ - �- i-i_ _ _= i-i - Pl 12+30.00 --_ - ' - -- _ , i i � iii i ii ii ii ; i i i i i i i - i i I' EL - 329.� ' INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL 3 3 2 'i_ i_ n- �� - 40' �---� - � � � -i-- --��i __-n _ _-i - -i �i_ __ � EL = 328.41' �i 3 3 2 i __ -i- -i- . _ _ _ i- - - - i-i--- - ---i-i - - _ � � _, �� , � � I I � i i ' j j I I- i VC - IO � I I I I I I I I � I I I I I I I I I I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION II - I �j- -- -l- I i - - I I- - -T --I- - , - -- I-I-- -- --I-i -� �+��•5��0� �-��.6076% A,� e .�. �� � T + T T -- qll Construction must be in accordance with all Local, State, and I I � � � -��.'�'`i��� _f � - _ � �- - _ - -- ---�- _ + _ �- �. __ �-- --� ! -- -_ �. __ � -�- � _ Federal Rules and Regulations. I -�- �I -- � ! - -1- •-I�- -I�-• -I�- - - - � • -1-• _ �_ _� _i_. I-II_ -I-�- � : i _ i i � ° I._ ___I_I _L �_ TRANSPORTATION FIELD SERVICES 3 2$ ;_ . ._i i (+12.4000/ �'�sj7 a - � 32 $ � i i i � i i i � i i i � i i i i i � � i i �_�_ _ - _�_i �i - I i _-_i_ -i_�- ! i i � -�--!i- - - �-�- -�i ---- i � - u i i _ � 9� � � _� �- -- !- - !- -!- -�--- - � �_ _� _� _ _� �_ PUBLIC UTILITIES I� I I� �� _. . l� � �-��.74//% � - �- --- -�-- -� _ � -- �- - --- - �- -�-I- � ._. �-._ _I _��_ _I_ .--- _I _ I � �I �I_ , -�I--1 _�_ -�l 1 .- _; �' - - -� � - � - - II _ J _ I- � _ _J -- I .-- L -. I I I I I I I i I i I I I . I I I I I I I I . I I I I I I I I I I I. I. I I I� I i I I I I. I I I. I I I I I I I STORMWATER I I i-�� i� _I I I_ --I._ I I__ -I , _� . . _; I _ I T I_ I_ I' I - I- I _ I j --- � �----- i I i I i � � i � I.-I I I i-. , I - �-. � - -- � --- - --- p -- I - PLANNING/ZONING �� � . � � � _ _ _ _ _ _ _ _ _ _ _ , -. - . , p -.--. � I I I I I - I I I I I_ I I I I I' I I I I I I I I - I I I 324 - ,---� � �U -C� - �--� - _ �__ 324 � - -i--i- ; - _�_ - i_. -�_ _ U -C� - ._i-i r - FIRE ALL PROFILES T 0 T lE T 0 CURB RAMPS i i i i � I URBAN FORESTRY 10 �1 12 10 �1 12 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I �� I� �_l rv _� l r r`3 _i r' I' � �) C '� N � � a � 0 0 � 0 � � � � 0 � � 0 � � c � Q c � m � Z � N � N \ � , - B-05 - POT Sto.10+00.00 -WB-C4- POT Sto.14+73.28 , �; S 8° l8' 57.1" E �' , N N 6° l2' 34.4" W ' - B-05 - PC Sto. l0+10.00 � i2+s4 rvVe-c4� � -WB-C4- POT Sto. 14+68.28 �' 3/.00' LT /� 6' l2' 34.4" STE�EN D. BARBOUR O Z 12+33.92 f B-C41 � O N W &�IFE � 23.00 LT - 3/.00' LT 18.96' LT /2f83 f B-C41 RICKY LEE SARTAIN r i, �;; DAVID I�. BRE�IER & i2f36.39 rWB-C4� 29.00� cr __ -VI�B-C4- PT Sto. 14+62.00 0 „�l, i2+80 r B-05� W ' 23.00' LT 23.00' LT �2+97 f B-C41 0� MOLLY E. BRE�IIJER 3/.00' LT � r- 15.50' LT � ^ 12+37.83 fWB-C41 29.00' LT �> � � ' - B-05 - PT $f0. l� f47.26 22.16 LT �. p 18.32' LT 23.00' LT � RETAIN AND ADJUST Q N � 15.50' LT 23.00' L�-C41 /� � POUR CURB AROUND - EXIST DI � � N p�,E D E: 19.82' LT -�lllB-C4- f CC SfO.14+2/.70 I` , �- ❑� � WATER VALVES ` •; oo� 12+62 ( B-051 � � �� 2806 : , � ,�,v-�,.,, ., , _,,._ -< . � n.tiVY� CF , CR.MYR TV4iN � 3/.00' LT T� � � P � � PiNE 22.04' LT �, Q Q � � � � r CR.P�YR �' . TCE / TCE--d 2 ° ' , . -�_:, � � � "'� , ) / �j ' . F '� � � 2GI'-'-' � Z � 2HO �1 �I_ _ ._ o ,�., T C E F _ n > 7 - F — _ F- � e� �`� �, , , �. F ,� j'�� � � �� � ' I `C t. S O � � �, f- � � �-_ � �.n� ,I `, ------ -------------------- _ _ - - - - _ _ - __ i � — _ ', I - � � �., J � . _ _ - - _ _ _ _ _ � � . � � 8� - - - - - - - - - - _ - - - - - - i: ' h<CP i U �I $' 8� 8� 8� a I � 5, W �j , 5 - - � � 5 25,R ❑ � 25,R 5, 5, 5, I N 22' OR N � B 2' -6" C&G C B C B 2, _6,� C&G B-05 - , 2801 PLUG, FILL, - o ' N CB 36 OR � � O 15" RCP-IV 280 AND ABANDON 15" RCP-IV 2803 15" RCP-IV N 86 /7 52.� E 280 j „ � Q � EXIST 18 RCP O Z � Q � �~., �� � � � - � — _ _ _ _ i� — �� � c c �s� -- — � �— CONSTRUCTION NOTES p�-- � �— �—�— 1 TOP=323.43' 1 � �� � � Wvc�►=32i.3a' ) / / '� - T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A I �NV( >=317.68' l / / 8 iv=322.oi� __ �8� RCP ❑ TO EX/STING CURB & GUTTER ��SEE SHEET 2-Cl - _- - - - _ _ _3o�c&c� / / ; NEV�I BERN AVENUE - -- - / _ — � � ///I// TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 i �, — / e7���� oNE yVaY ,--� v "����' ' � 5/DEWALK 0�SEE SHEET 2-Cl / � � 6" HACKBERRY Z � iai,i�i��RRY /' � � � / /DO NOT ENTER ��,a �R�MYR �? � � � _ — � � _� ��.� // — � oNE yyAY g� �,� - (- � RA�PT (SEE SHEET 2-GPATH CURB �0 (SEET SHEET 2 B) R,4MP PER DETA/L R-2 �- � - - --_ _ ----- �� �� � � �� . � NOTE 1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT CONSTRUCT CURB RAtiIP PER DETAIL R-2A � �' UNLESS OTHERWISE NOTED (ALL SHEETS) 4❑ MEANDER MUP OR S/DEWALK AROUND POLE �� fSEE SHEET 2-CJ �_ � I �„ NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE °D CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 - - - - ^� � NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5 /2 AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR ��SEE SHEET 2-C 1 �(SEE SHEET 2-CJ _ _ �rs- D� '' BE ADJUSTED TO GRADE BY UTILITY OWNER _ __ Z � i ��� NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS " _ NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ `- SYSTEM IS TO BE RETAINED !2" PVC - � - - - - - - - - - �' - - - - - - - - - ` - - - - - - - - �� - - - ^ NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3 - - - - - � - - � - - r� � - - �� �:- - �� - � - �7 �� PROPOSED PED HEAD/PUSH BUTTON OTHERWISE NOTED fSEE SHEET 2-CJ � � � � � � � � BEGI GRADE I I I I I i i I I i i I I i i I I I i i I I � i � i � � � � � � i i � � � � � i �I. -. �.--� -I-. _ i -. i _ - .-. -.- — . _ — — _ i .— . , - - - - �-! .-._ -.- --- � - - i -. . �I -. I--�--�. -I - . -. i--,_ I --�-- --- - - - � � -.- I I I i I I- - - - - I_ I I I I � � I � I I �- -- � � -� - - --- �- - --- � � � � ��� � � � � � I � � � I � f I � -- -: _._. -- -- -�--�- _ -.—_ _ � _._ . : �_ _�-:_ : _.__ __T _- B C5 STA l0 05e00 _ _I. � �_� i i _�-�� � �_�� -' �- -�- -i - � i -- E �� �i ' � � ' ' � -� - i i ��-- : � �� � ._._ __ _ ; _, � �� � �� �� � �� �� -- - �. . �_. —. :_ _._I 1 I _! :!_ _'. �—� - �_. __ _ �_. � , �� �� , --- _. , i i _ . i i __i i i _ . i__i i_ i_ i i i i i i i i i i i � i i � � i_i __ _� ELEV = 323.85' __ _i_ _i _�_i i_ __ i_-_i _� _ i�i __ i-_i i_-i __._i �i �i_ i_i __i i i__ i_i i_�i ___i �i _� ii ��- � � �� � I I I � i 1 � � I � - � - � � � _ _ I 1 I _i_i �� _i_ i� ! �� � . I� f � I I I I I I I I I I I � II ._� I � i, .. II I f !I I' I I� I I I _I I i � i i �� i I I I_ I� i� �� i I� �: !� i� � �� � � i_ I� �� I� �_ I� _ I� _ i� � �� !I ll ��I i i i i i -- i i i i _ , -_ _ i � _-_ �i �i �i i i-- i i i i �.�_ -_ i i �_� i i i __ i � i : i—i -� i i �- i i --� i i i—i __� i — i—i __i i i I i � i i I i i � i i. l i � i i i i i i i i � i i � i i i i i i� i i i � i i i i i i i_� i i �_i _ i i__ i __ i i _ i i--- i i_ . i_ i i i � ----! -- - - - - f � � I I I I � �- I I I � �_ _ � -__��_ �� �_ _. - -� i _ �-- _ __ � - �- - ----- -�--j ---_ __ _ I _ _� _ j �--- ----_ ___ j I - �_ _ -j j I -- __ _� __-j � _ �_ i I-. .. .... . �_ I .I -.�-- — _. I _�_ �- J- ��____ I__I �__��-- ._ I � __� -� � I I -- _��_- _-- I I _. J- _� � I I I - �_-�-� - -I I I_ J_�I I- � � �_I I I--. �.__J I— _i �_ . _ - _ _.�J_ —i .- --I� _.�� —i III III �I II II I I I I I I I I II II lil IIII I I I li III � III il:l II I III � I I I II I � 1 II. I I 1 1 � II II 1 1 i I II 1 1 1 II II 1 1 il ii iil ' II li i l i� li i I I ii i i I i i i i I I i i I i I_I i i I_I i I I_I i I_I il -- - --- — I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ _.i i I� � i i i � i i_ � II _� __ i I_i._I_ , _I- --i_l_ . �_ i I� i i - - - i -- i_ i ;_ �I I� __ . i i I _ i_ i_ i i I� i_ i . _ _. � � 326 — _, ; , ; ' ' r 326 � — � . ��, _ __. _ ._. � _ � _ � �— -- -! — — _ __ � — --- —� .__ __. ._ �_ _ _ , . — — -- --� _ _._. _ _ ._ _— — �-- — — — — � �- : -- ! -- � ��_ ��_ _ _�--i . i � : _�_� END GRADE _ � _ _ _ -!- - . � --- _f— _��_ _ �_�___� E �i i �- � �_� _ � E- --i.�— _._ _ _ ,_ __i � - - - + _ -�- - � �- - -- -�- -- -.__ . � �_ _ �_. . � _ + � %_ � !- _ _� �i- - T� i_ WB C4 STA l4 68e28 _ - ; _, _, �� __: Pl ll 55.00 ___' : _ _._: . �-- -- --- _ i�--; .— J i_i _ i�: , _ � , i i- i i- i = , i i i i � i- i � i i_i i i__ i �-i i � i i i � i P l 1 2+ 6 8. 0 0 , � �� , �, E L E V = 3 2 4e 9 0 � i � E L 3 1 9. 2 7 � � i i � � i i � � _ � �C = ll0' � � _ i � � ; � � �� _� 3 31 �� � f-� VC = 25 6.7 0' EL = l 326.56' � I�� Pl = 13+70.00 i�_ __ �� , ; � 3 31 3 2 2 �_ �'J3+053 e ,—i - i � . � ��- � �- ��—�� -i � � i- �� ��—��- �� 3 2 2 �_� � VC = 20' ._ �: I EL = 325.70' � �___ i � i �_ !! = Pl = 14+49.00 -'-� _- ____ 6� ' ' �_� �_� --_ i i - i i_i i i i . �i _ �� — - � - -- -- U-� ��- -- _ __ _ J_ � - --I I J_ � I � I _ - � I I� I, I, � I. 1- I.I �- � I I 1= /- / f I _II_�: � �._.J I - � I I .- —l� � �_ �_. �. I_ ,�,-;�--�-,�_ --- �, VC- 46 — i�� � �� EL- 323.92 � N� ii� �� � i�� i�� �i i� i i � i� i i i EL 3/4.44 � _ _ i i ii ;; !i ' , , i � i � �C = 20' � � i—i i i: i—i- VC = l5' �__ i- �_.i._ _�_�_ �_� i_�_. i � i i� i i � ' i. i i. P� _ �3+00.00 318 �� �i ��I I i� il i !-� � 3 2 7 �-10.8992% �-10.4333% - 3 2 7 318 � � �� � I EL = 3/3.79' � -�1.2523% � � � � � __ __ __. _ _ _� _ _ _ _ _ � _ - - -- VC I —._. _ _ ._ _,—. _ o _—� _� �g27/e _ _�-:�- _ - -:] ' :- _:_ _._: -i �-�: _ _ :- _ -I-�: -�-;-. I _ _-�_ , �4.�28 � I �. � �I = 45' +)5 ��� _ 6i �—J2.2485% ( _ _, — — 1� _ - - - - i i i_I_: i I ! i I i I i i ! ! - o II I I II i I I I � II � II II I � I�� � � _ � _ __ I I I I I I i I I I I 1 I � I I I I I_I I I I_I i i 2/2/4j J 323 �� �� � �� � � � � � r--_ _.______ _ -- 323 314 �� � � � � � �— � � � � � � �—�__ _ 314 I I. I I_ I. I I � I I. I; _, i_, , _ ,._ I I_ I I_ _ I I I I_ _ I I I I I . _ I_. _I _ : I�_. , , , i i � I� I__ _I _ I__ _ _I_: _ __ I_. _ _J_ I__ I_ __ I_ _ I I_ _I I _:_I_ __ I _I I_ I __ _ _I_ __ I_ __ I_ _ - - - - - ---- - , - , - - - i I----� �- _. :_ I- �- �---�- _� . �- � I _ I :_ —1 I � I_I I I_ _ I ._ I_I_ I I I - — I - -I - --I_I._I I ,_• _--- - - -- — - - -� - -- - - � - �- --- -�- -- �-- - - �- - --I- _ _ _� __ __ _I_ _. I_ __— _I _ _I-_k _-�-- _._ . i-- � -L _ I_� l-� ----�---- �---. I--- -------I IJ� ____ —l� L��- T—. _ . l� �__� _ I : I _I _ I__ . I-_�_�_ -I :_ _I- __ , � -- I --I- - �_ _- _ :----I_�_ _�_I__-:— L _ _ � � I _ I I � � � � � � � I �i I I I I I I I I II II '.I! '. � I I�I I II. I I I I I I I ' I I I I I ' I_-_ _ - _ _ , J , -I_ , _ _I _. . . I _ _ - ---=- I .-:_ f f _ __ . _ _ . _ - I I I I I I � I I -- II I II_: _ _- i I-_ I . -II I _�-�_ _ . I I-: _ I I I I I I I I I I I I_. _ - - - -- -- - - ---- - --- - - - ---- - -- - _ I� ��- ---- I I I I- -� �---� -� �- ---� --' ---I I I - I- --- --I I I I - . I I I I I � � � � � � I 319 ',— — �—�— --n � — --n � � � � � — � ��i _—i : --i - —i �i_— 319 310 __ i-�_ �� i - _ _i__ : —i--i— - _ : i— _ - — i—i--- _ _ ---i—i — — - INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL I I I I I I I I I I. I I, I I I I I I I I I I I � I I I I, I I I I I I I I I I I I II I I I I I I I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION - ��- --i�T - -, � - - � - - � - , �_ - -� t .— - -� r- - � - - �- �- - t � -� �- - -T --�- - , - �-�- �—�-- -- --�—� -� I . . I. . . - . I . TT � . . I� �I . - -- - - ._ . . - 4 - - -. . . . . . _ . . _ . . _ . -- All Construction mus e in accor ance wi a oc , ta , nd � � � � �� • t b ' d 'th II L al 5 te a I I �_ �J� -,��I �_ �I -� -`� �� � � � -- . _ . . � - �- � - _ � �- - � - - -- ---�- _ + _ �— �. --�----� I — --�---� -- � - Federal Rules and Regulations. � _! I.. .! I I ' I I ! I. I: I I. .:! I __. !! I_ I I I_ _I_ .: I_ :_I. 1 I � _. I_ .. I I 1_._ : ' I I ! ! I. ! I ! _. ! I I I_ I � I I I_ I I I i_ _ �._l _ i__ --1 i I_ �� I _ l i . �[-- i - �- 1 - I-i- - i -• - I�_ - I - -i- .-i- -i-. -i- - - --i . —i-. _ �_ _l�_i_ i—i-- _i_�_ � �II I II � , �-I ___I I_.___I._ �_.�_ I___I_ � I._ ___I_I _L �_ TRANSPORTATION FIELD SERVICES 315 �_._: _ :— � �� � � � �—----�—� �� ��� ��� � � �� �� � 315 � � �� � �� � � � � � � � � � � � � � � � � � � � � � � � I_�- - - - -�-i i i i-I i -- ---� � ___._. _i_�_ ! i ._l- I_. _:_. _: IJ_ —� --- ! ! - IJ I i _ _! _ - i_ I. �- I - ! - I � _ !�- �--i -i I- ----- --!- -- !- -- -- �- -L--- ---- I �- ! -� ---- _I �- PUBucuriuTiEs - - - � � —I �-� _ --,- I-I �---�- �---�- � � � �--�---� --- -- _-1-._ —1 I - _I-I _ � � _ I I -I-I-- � - - � ._. � � I - _ U_. � _-1 _ �- --I- -�-- -� - -- �- - --- - �-. _�-�- � - - -�-._.-_.__ _� _ _. I � �I I I_L �- ---�- �--- 1__ _.�� —1�_ _._l� L��_ — _ l� L� _ I _ �_ _ L_I_ � I_ _- _ J l_ _I- � _� _ _J - �. �__ �-- -I_ - _ -I_ _-:— L - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I. I I I I I I. I I I I I I I I I I STORM WATER I i—II i � I I- -�- - _-1 !_ _— I _I- I I I I_; I I I I � I_ _ I_ I j - - - � �-----i-1 i i--- - -- -�I-. . I .T I I_ I I I .-. . I _ -I _ - I- --- i PLANNING/ZONING _ _ _. .- I II � I II I I I I I' I I - � I I � - - � _ _ I I I � _ _ _ _ _ I W B —C4 ____� ___: __r n __ _ _ ,__ ___ _ _;__;_ ; - _�- WB —05 __- __ __;—; -�- _ _ ALL PROFILES T 0 T lE T 0 CURB RAMPS , , ,, ,, i FIRE URBAN FORESTRY 13 14 10 11 12 13 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra Q iJ I I i�_l �, _� 1 r�`� '`� C�,Pyrlgl-�t IUrr�ley-Hc�r r� an� A���C�_�iaTes� Inuoy �u I I �-- � �) � Z � N � N \ � -WB-05 - POT Sto, 16+16.91 N 6° l2' 20.7" W � -{�B -05 - PT Sto. l6 +l1.9/ REBECCA CAMPBELL -` i �I � � � -WB-Cl3- PC Sto. 10+00.00 `�' 00 -W B-05 - PC Sto. l5 +63.48 ', ' i- � -WBI- PT Sto. l0+14.10 W � -�B -C13- PT Sto. l0 +37.09 w KIRK A. NEj�CROSS & \CHARLIE �ILLIAMS &�IFE O -IHBI- PC StO. IOfOO.00 ^� OAMI PO�ERS ANN �V����A�S � CHERYL J. BATTLE SPECIA� 'v' DITCH O W � . SEE DETAIL 13 SHEET 2-F N� �,�s .:;�;� v-� �� q. J ��yu ���� �� �i� piNE CLASS 'B' RIP RAP �� � CR.MYR ' Y � � EST 1 TONS ��, � , 'N �'-, �. � °� F � , . EST 5 SY GEO Q O • , I 32tl 4� � � � l, 34" REMOVE Z � �� �? PINE 8� CR.1�YR q, � 4' � � N F_� CR.MYR � 34' Q' ' ELN F EXIST 18" RCP PiNE r� V -+�� ^ _ _. F � REMOVE DI AN . / , � i , � . C _ _ _ - - Q R,M" I� F 10 LFOF18"R P— -- - � -- � - _ --- _ - - - _ � � - - - - - - - - - - - - - - - - - - - - _ � � � - � , - � � g' - _ - - - - - - - - - - `�`� '� F cn — � F F - „ BI �I - - - - - ,� � - — - - - - - - - - - - - - - - - - - - - - � � � = 8 8� 8 8 � - - � (/� 2 9 0 > � � � - I � 5, �, CB 5 30'R a --- �, 5 5 i� F 290 _ �I �LI _ l5 R _ � — Z � 36' DR — -- — - -- - ; - - - -- _�/�/ 2'-6" C&G �B - CB i I 2901 I I B, C5 -,� 15" RCP-N 29 p �B C�3- , 15" RCP-IV = o OlV 86 l7 52.9 E � 86 l7 52.9' E - - - + � o N B Cl3 POT Sto. ll 59.32 � ` � � -WBI- PC Sto. 10+47.28 Q Q ~ � � � � -W Bl - PT Sto. l0 +58.40 � --�-- - -- tN� scHou� zoivt ' � — � - -- - CONSTRUCTION NOTES SPEED / � � � � - � HACKBERRY HACKBERRY LIMIT p� I / ---�- �� � 26" � �SCHOOL 45 2905' / �j'�' - � ._ �, V oAK SPEED _ O J;/ � T/E PROPOSED 2 6 CURB & GUTTER 8 CONSTRUCT CURB RAMP PER DETAIL N-3A � ' LIM�T iNV-3oi.i4' uu �vv i ���i i � �, , ❑ TO EX/STING CURB & GUTTER �(SEE SHEET 2 C) � ;,� � 35 -_�8• RCP oNe y�aY �� NEV�/ BERI�I AVE/VUE , � �� � �p TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 � ��� �// /� i" �� _ � 5/DE►NALK a(SEE SHEET 2-Cl � _ TOP=303.27' / / � INV�� )=300.62' . � � �j� / ( Z ,/� iNv'c�7=294.u' ;�/ � - ❑ CO STRUCT �ULTI-USE PATH CURB � CONSTRUCT CURB R,4MP PER DETA/L R-2 J J iNYcsyy�=293.54• '- � _�� oNC isc,/ - - 3 RA�lP fSEE SHEET 2 GJ �� (SEE SHEET 2-Cl z - c-_,- � � , ` ___ _ � NOTE 1: RADIEI DI O HEI WISEANOT D TALL HEETOF PAVEMENT 4 MEANDER MUP OR S/DEWALK AROUND POLE // CONSTRUCT CURB RAtiIP PER DETAIL R-2A Q NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE ❑ � fSEE SHEET 2-CJ � CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 2 NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5a /2 �Q AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR �SEE SHEET 2-C 1 (SEE SHEET 2-CJ �� BE ADJUSTED TO GRADE BY UTILITY OWNER ,, SR 2911 NEy� BERN AVE VAR BST � << NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS `'O � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ �- � 12' PVC SYSTEM IS TO BE RETAINED -'-/ - - - - - - 12' PVC , � - - - - - - �y � -_�`- - - - - - _ - - �, _ _ _ _ _ _ _ _ _ _ NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS -`� �� -� � � -'� orHERwisE NorE� a CONSTRUCT CURB R P PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON fSEE SHEET 2-CJ BEG/ GRADE ; ; ; , ; , ; ; ; ; ; � , � ; � � 308 -We-c�3- sra �o+oo.00 � � � � � � � � � � � � � � � � 308 � � � � � _i_ � � � � � , _ _. _ _. _.� � _._ _ � _ �� � � �� �� �� �� �� � �� � � � - � i-- �-- - - -- ' _�. : � __�i_ .- --�_��� -�! � � — - — _ _ _� -- � �i-. -� � - _ � � - �--- - _ �_ I I_ I I � 1—f_ I I I - — _I — �-: I. I. --- --- - -� --- I , � _�__ _ i _ _i � __�_E � �i_i = i i � � , f { _� i_i_ i _ _ i �— —i ,— EL V 302a5/ , - -- — i _. _� — � —i i � � i_ _� _—i i i i _— ' !--! '—!— ' �-- i �- _ — END GRADE � � — —' !� � E ' Pl = 13+00.00 _i �i _ i _ . i _ _i i �i_ i i _ �i _ _ _ _ ii_. —�i _ _._i i _. ii_ —i ._i i i i __ _ _i i i i i . i i i _ _ __ Pl = l0 +60.00 _i _ _ i-_i -W B -Cl3 - ST A ll +59.3/ i _ _ i i i i _ _i i i EL = 3/3.79' � �i � �� �� ii �i �i i� �_�- - � � �_ � _ 9 _ i -� i- _-- i i -i-i -i � �� -i-i � i: � i _� _� i � � � EL = 300.7/' i � _ � � i i VC - 45 i �_ i _� � �� �- --' i i � � _ , ELEV 2 6093' �-- i-i --1 � i � i -- � � � � - �' � i -_ �� �� �� � � � � � � ��- -- i, i, -- i �- i' i ,,._i i_i � _i � -_�� -_ '� � �-� - 3 0 4 �-, � Vc - �20 � � - � � �-- � � � � � 3 0 4 � i i i i � � i � i i � i i � i � i i � i � � i i —i � � i i � � � i i__ i __ I i _ i i_ __ i i . I_ i i i I i � _ _ ! __ - _ _ -__ _ ___- _ _ - _: - - _ __ . __ _ _ __ _ _ __ _ _ _ - - - - --- ---- ,. -,,. III � �I II .. �..� �. . - -. -- - _. � - �-- - - J �I I— � � _.�_I I I--. �.__J I— _i �_ . -� . I� �� —� I I � I .. . . I l. .. � I. i i I I �J_ J_ I I J_ �_ _� I I I I J_ �_ I_ I � I I I_ III III il II II I I I I I I I I II II III IIII I I I II III �— il l I:I. 1 �- III II:I II I I - (-J I 1 I � 1-I II I I i I III I (I II I I il i i i i l ' I I l i i l _ i� l i i I I i i i i �, i �_, '3 Q�% � � i I I i �I. i __ i _ I_I i l �� I I I_I_ I I I I 1.. I I I I 1. I I.. I _ 1 I _I __ I I_I._I _I_I I I_ I_ I 1 _I_I __I _. I_ I I I I I I I I_ I _I_ I I_ I I. I I_ I II, I II II I I I I I I I� � I i I I I�I -I I � � I I � � i i i�1 I � i I� � i _I- 314 � � � _ i END GRADE 314 300 _, �_ _ . �_ ( �3840 0 � !_ _^ � _ _-- �-- _� __._. ,; 300 -�-----�- i- �_� � �—_- ! ---- - —� i-i_ : _i -_ _ �_ - B-CS- STA /6+lla9l . _ � � i ��-� -�:--- - -�-! E- --i.�— _ �� ; --i-i: -i _ i i i i i � _ i_ _�_ _ _ �_�_ i i_ _ . !_. . � � _ , !_ _ __ _! --- _ � , -- �_� _�T ��—'�i- i�-' i��� ;— i i_i _ i i i � i i—i i i ; i- ,- ELEV = 303.34' �- ;�-i i- --�; i�- ii--�i -� � i-- i �-i i-� i---i i ! i � '- �_ i� � � _i �i i i I � � i_i �� �i i i � i_� . f_._1_ _:_ i �i _�� i i i i i 1 i i i � - I ;I , , � _ - --- -- - -- — - P� __ �5 +50 00 310 2 9 6 - _ -- --- - �= 2 9 6 310 ��--� � � � � � � � . ,-- � � � � ; � �,, � i -� � � � �-- �—� � _ ,, � I I_� I , � I_� I I I_: I I I I I I � � p � _�-- ---- �3648/� i '�� i- i I .i EL - 304.67 — — — � � ;__ �� i �_ i i Pl = l5 +89.00 �U C � � � -. _ -_�. �_� __��_� �-�------ �C - 45' �� ��� � �� �� i_ ,� —� � �� - EL= 302.82' -�'- � . �i�_ I �i iii ! _i i�i l l_�_:I i��_ �,� � VC= l5' � f { � i I I I�I i I I I , � I _ i � ! i �� �� 306 � � ' 306 . _-�___�- __� --�--'--.�.-- ---- � �_ ._.� � �_._ _ � —�_._: � � � �i � � � � � : i- -'-- ' --! _, �-�7 BEG/ GRADE �_ = -�- : �-�- ---i_'_ _ i :-- -- �-� �- f- i �_ �-_ ; . -�-:_f _i_ . ._ - �-: -i__ __i _ _- I�_� 347� ___i-i _ i i i i i i i i i i i � � � � ° � -W Bl - ST A l0 +OO°00 i' � � � i i � i i � i i � � i � � � i i i � � i i � � ` i i � i � +)2.2511 / i ���i i i i ii iii i i i� ii — ELEV = 296.30' � �� � � i i i � i i i i i i i� i i i i ii _ II IIi III ��I �I II �I�� I I I � � I II I11 III I 1 II II � I I I I I I i I I I I I I I IiI 3 0 2 � � � � � � � � � � � � - � � � � � � � � � � � r� � �__ __ 3 0 2 3 0 0 P l = 1 0+ 2 5. 0 0 - � P i = i o+ 9 o. 0 0 � � �—� 3 0 0 -� �—; -- — �—; � � � - - - - - I � I I_ . I . I-I-. �- --� . I- _I I� I I I. I I_ I. I I I I I._ I_. I I I - � I � I_:_I___ I _I _I___ I___ I _ I_ _J__,_ _I___ I_ _I I I I I I � i - - -L = - -- EL 296.39 - -�- EL 293.73 ��-- - - - -! - --�_�_� � _. '--_�----�! __'_ -�- �- �---�- _! : !- -i : ,_i _ _-�__ —i � _ _i_ _ � _-� - i � '-i-- ! -- �- �- -- - _ - i� ; � = 30, - _ _ - -� _ , �- --- -! --- ---- -_-_ _! __ _._— _� -- � _� _ i_� �-�-----i---- i _-. i--- -------i ___i�� ____ —«� ��_ —. _ � �_� _ i __�_ i_ ��_ � _ �__ i_ i V - - �_ __ VC 20 i___:— i �� �i i i i i i � � � ii ii �i! � i i�i � � i i i!��� i ii i i � i i i � ,, �_-_ _ - _ _ . J , _I_ ; _ ! _. . : I _ _ -: - _.--- I ._:_ I I � � I I _I__ _ . . i_ __: __ I i _ - - _ _ _ _ ---- i _ _ i i i — i_i i i—�,- i !--,- �- i_. ._ i i_ __ ---� i i_ _ i_ ,___ _-i i: � �_ ---_ i, i-_ _ %—i_: - i i l+10 00% -�—��!;—�,--�- i_ � -__i-i _. i i -._ _._. i i i i ; i i _! i i � i i i i __i i i i __i i i � i i i • 5 ___i i 2 9 8 'i- - �-i- --i-�- - --n_ __ � � �- - - ___i - __i-_ --��i _-i _ _-i i �i- - - i- -i- - - i-�- �i- i - 2 9 8 2 9 6 _ i—i - 2 9 6 - -- '� " CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION —: . .. . . . , . . _. . _ _ I I I I I I I I. I I I I I- - _, t I I I I I.. � ,. _ I. , 1 -� _`���0�� �� 0 �I- i-i I - - i �, -,�T - -, � - � -T i � �-- ,— - I I _ i i I � . i I � I _ , I I - - ----- -� - - - I . . . . . I . � . . I . . I . - -- - - ._ . . _ - - -. . . � . . I I i I . ` II . _ . -- I All Construction mus e in accor ance wi a oc , ta , nd 1- I � I j j l I r+ �� O/ I I I� � t b ' d 'th II L al 5 te a . - I �-�J� -,��I - - -`� �� � � � -- �-� �� - I f � - _--- - --- --�- -_ �----� __ � ' Federal Rules and Regulations. I � _I I.. . I I I �� I I I I �: I: I I. .: I I� � _ _. I I I_ � I_ _I_ .: I_ :-I. I. I �. -. � I -. I_ .. I:I �_._ : I I I _. I I_ I I TRANSPORTATION FIELDSERVIC i_ _ _u --i i_� _— --�_i ---ii— --i— a—�— i--i— —1 _ i__ --1 i �� I _ l i �I-- ! —i —i—. — — i - �-- —i— — --i —i—. _ �_ _�—�- i- --i—i -� ES 294 ;-. -- - �� �� �:- � �� � � �� � ---��- �� ��� ��� � � �� �� � � � �--�-; -� ;--. �� 294 292 � � - � � � � � . � � � � 292 I_C _ - - _� I i i i I i . - _i � __ _i_�_ ! i ._l-_i_. _: IJ_ -� __- I I - !J I ! � - i_ I. _- !_ =___I. _!_�_ I ! I ! _ !� !_ _ !_ _ �_ _�-_ i_i I _ _� pUBLICUTILITIES I I I I - I I I _I_ I_ I I I -- _ I__ I - I I- - I - - I I I_ _ I_ I- I I - I -I - I -- - I - I -- - I I_ _l_ -� I I_ I— I- - - - - �J- - - - - - - - --�- - - - - — - - - _ _ _ _ _ _ __ _ _I-1- - — - - - - -- -- - - - - - — -- - -- -- -- -- - - -- -- -- - II �I �-C - --1- �- --� _� , —I�_ _._l� �_ — _ l� _ I '__ J_ l- � �_' _ I� �, � - - -J I �J — _ I_� _I_ __ - L , I I I I I I� I I I I I I I I I I I I I I I J I I I I I I� I I I I I I. I I � � I I I I I I I I I�� I I I I I � I STORMWATER I I _I I! I I I_ --I._ _-1 !__ — I -1- I I I T I_ I_ _I_ I_; I I I . �_ , � � , i - - - i ' ' ' �---.-- '-i ' i ' �I _ I --- . I. I I . . I -�I_ . I . I I � I I I . -I-. . I I - -- I_ I_ _ _. _ __, , I PLANNING/ZONING 2 Q — R — I I I I I I I I I I I I I I I I' I Q QQ I I — R — I I I I I I QQ I O -_ LJ —�� i_--_--� � - --�--1 - _ I-_ 2 I O � V V _ � � �LJ / -�- �—I--- -- _- --� � r 2 V V FIRE ALL PROFILES T O T lE T O CURB RAMPS I i i i ,, ,, URBAN FORESTRY 13 14 15 16 10 11 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I 0 I �0�,_�i„�_� 1� � �) � Z � N � N \ � - B-C6- POT Sto. 10+00.00 `���� � �� � �� �' � �� �� �;������ � S 6° l2' 08.6" E � ,� � �� � �I �� ' � i � °� �''� - B -C6 - PC Sto. l0 f05.00 '�' REBECCA CAI�PBELL � � m � CAROLYN J. DIGGERS & � CAROLYN J. DIGGERS & -�l�lBl- PT StO. 14f06.S.3 '� I� I N� � z , . �yILLIAM E. DIGGERS. JR. , I� I �II ;_ � I I.I��s . -WB-C6- PT Sto lO+4O.ZO �IILLIAM E. DIGGERS. 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I � I i I i I � I i I I I_ i I I_ I_ I_ i I i I_ I �I � i I � i I -- I i � i - , -_ _ i I _-_ i i i i i-- i i i i ��_ -_ i i _- I_�.� -_ i i I_� _ i i -_ i I i i-i -I i i I- i i --I i i i-i _-I i - i-i _-i I I I i I I I I i I I I I. I I I I I. I I I I I i l I I I I I I I I I I I I I I� I I I I I I I I I I I I I I I_ I - I I- I -:- I. I _ I I---: I I-. _ I_: I I I I_ ---- -------- I � � I � � I � � I � I � � � --. �� -.. -_ ��_ . _ � . . - -I i . _ I-- . -.. _ I. � _ _-�. . -. � . �_ - - -I. i- � I -- -� - I I--- ----. - -. -I I _ �. . - -I I I -- --- -� ---I I - I_ i -. � �� I �-�� � I � � --�-I � j--. .. . �.--� �- -I �_ . .. _ . �_ � I -.�-- -- � �� � -�_ I�-I- �- �- -�_ � � _ -� � � � - -. L�. - _-- � � -. �- .� � � � � -. �. -�-� - -� � �_ - _ _.�J_ -i .- --I� _.�� -i III III �I II II I I I I I I I I II II lil IIII I I I li III � II il:l II I I I I I 1 1 � II II 1 1 i I II 1 1 1 II II 1 1 il ii iil ' II li i l __ i� li i I I ii i i i I_I i i I_I i I I_I __ i _ I_I il i i i i �� � i i i � i i- � _� __ i �_i._� _�_� _�_� BEG/N GRADE - � � _ __ - END GRADE � -W B -C6 - ST A /0 +05000 � , i _ i _�-� _ i 3 � � - i i I i I � i � i I I I _�_ I �i �i I I I - - T 3 � � 2 9 4 _ � ! li _ li I_ �I I� __ I i i , I� _ li li li i �- li I� _I r 2 9 4 Pl - ll+15.00 I �_� I -�-� �--- -! ---- -i - - -- . - _ WB/ STA /4+06.8/ �` ELEV - 285e34 _^_, ___ i-- _-i __._. ,_�_ _� _ ._. _-- i-- _� __._. � i_ , _ ._. , , , EL = 293.85 --- � ��_ � i ! , �_� _� _ _-� - - _ _ --- - _ ___ _�_ __{.�- ,_ �__ __i i: i_ i � i-�i- ELEV = 286.45' i i. , � i � ! ! _ ' �i-!--- --- -�-__-- - -� - i -i i - -� �-�- -I -!-�ii--�i -! ; i i -- i--i -i--i --.-i i !-!i- i--i -i -i i i -- i--i i-� i ---i i � i VC 30 P/ -//+55.00 i i i ' i EL - 290.04 � � - -� : � - - --� �� E� _��0.52, � Pl - 12+50.00 j-r-� �-' Pl = 13+50.00 _ � � � � � � � � i � Pl = l2 f15.00 �� Pl - 10+34.00 i-i i_ i i i i i-i I 2 9 6 � �.� V- � � � � EL = 288.60' �:. EL = 289.08' .-: � 2 9 6 2 9 � EL = 284.67' ���� i ��� �- i i � i i � i i i � i �- i i i 2�% 0 VC = 30 _ , _ EL = l 288.28' VC = 20' Pl =_ 13+75.00 �- _ , _ i_i _i ,, i i _ i_i i_i _ i i i i_i i i i i i i_i __ i i i - -- --i�:-- VC - 30 � VC 50 � i.i- -_i.i �: � i. � i: - �__ � : � i i � � -�-�---�-- Pl - 12+75.00 - �_ 20, EL 288.26 �_ _ - -�_ _� �_ _� _ i �_ _ �_ � _� � �_ _� � i � _ �_ _� _ _i � �_ ��JB , i i i _ E L = 2 8 8. 0 5' V V C = 2 0' _ ��-�' �-��-i '�- i � i i i i � � � � i_ii i � i � i: � i- i � i i � i i- i i i - _ - _� � � _ . � �,- �� II i , I- : !-- � i _i i � � 2 2 f+ J 0. 5 0 0 0°e ., 3 3 ao� �_�, �� ��_ i i_�_.� � � � � � {, V C 2 0 Pl - 12+95.00 � � _ � � � � � i� �_ �_. �_ � i P l - 1 3+ 9 5. 0 0 � i � i. i i. � � 9 ` e , , EL 286.59 T 2 92 2 86 _ � 1 2, 2 9 7 g/ �� � EL = 286.6/ - --�-� ' ! ' - VC = 20' fi + / 2 8 6 - l I0.3000 a VC = 20' �. ; -�--- � _ � -10.8000% ' �_- : . _ - - - - - -.�� - ___ �_��p _ i ' ' , �Oi �_� i i (+�2.3000°� �-J3,3pp � �- 2.2000% � � � � D, ,�83 � , � 1- i_- i 1 ��� , 2 8 8 li I. I li ii i i i I i . � e II 1 II i � ,i II_ � I li-li i I� � i li-1i i I I li ,i-,i _-�i i�- �i-�i 2 82 � �_ �� � � 3 0� z 288 282 -.� -- - -- . . . . . . . . . � e . . . . . . . . � � � � . � � � � � � � � � � � � � � . � � � . � I � �I - - - - _I . �- �i-. -�- ' - -- - --- -. . .- --. - -� --. - - - - -� -:. - - -- - - - --- ---- _ --------I I ___ I- I I---�- _ /��> ' �'/, � � � + - -�- �-- -- �- - --�- - - - -� -:_ ----�- - - -! --- -! - - -�- - -�-- --� - ,--�- _! __ _._- _i i-- � _L _ I II_C 1-��-----�---- I _-. I--- i� i�_ 0 I_ _ I : I__I_ __ , � -- I --I- - �_ _- _ ----I_�_ -�_I___:- L _ _ �� � I ! i I I I I I I � I I I ---- - T_ I I I I ! I I I I I � ' � � ' ------- •--- 0��� •3 ----- I' ' �-I1.2256% - i__ _ _ I - _ _ . I , _I_ ; _ -! � - _:--_ _ _I . o �' 1 _ . __ - a _ _ __ _ __. __ _ ------- i _ _ i i i - i_i i i -;- i !--- - - - - - - - - i i i -� i- - --- - -i-- _ �_ i-i--- _ ;-i _. � � � � � � � � -------__e_" l 1100/ � � � � � � � � � - �- -- -- -- - -- --: 2 84 '�_ i_ n- � n ; �---, �-� 1.00/ - • `� A' � - 2 84 -i--;- - _ _ �- - - - �-�- - - -�-� - - j- BEGIIII SPEC�HL E111D SPECIfiL - - � CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION INFRA TRUCTURE CONSTRUCTION PLAN APPROVAL _: -1 I I. . TTI _I . I I _ .T I - � I � li I - -T --1_ I - +-- T i , � - � ��---;� ! _ -, � - : � � � . DITCH GRADE RT . ._ . . . DITCH GRADE RT i- i i . i i-i-- -- --i-i -, - . . . � � � _ _ + � o � I i-� 4- TA /+ � I� ; ._ _ _ __ A onstruction mus e in accor ance wi a o� , ta , n � � � � � TA / � _cp c z�O - IIC tb ' d 'th IIL al 5 te a d � � L U J J H EB S 2 �o � Federal Rules and Re ulations. � - I �- �� -�. �_ �I _ � � � � � - i � - � � �- -� � - - - ---�- _ � _ �- �. --�- --� � - --�---� - - g � � _� �: �� �� i':� i � �� i: i � ELEV - 284.75 i � o :_i i _i ELEV = 285.48 � : � � � i � _ � i i �_ � � i i �_ � i i I � � I_ _I__ _I_ _ . . ._ _ I _I__ ._ �_. . �_� I_. I_I_ _I_ �_. � I._ ___I_I _� �_ TRANSPORTATION FIELD SERVICES 2 HO �- -- - _�i _-i i-� ,--� --�-J_ --- ---!�- �-�- -�-�- � �-1_ 1 O�' _ l � ��-- ��-• -��- � � i i i � i i i � i i� i i� i � � i i � i� � � � ��� �+N �� �� � � �� 2$O � I. �- - - - -�-I I I I-_I I . - _� � . _ -�-�- � � .-�_ I I I I 1�(� - _ � _ - I-. . I - I I - I� ---- - I- -- �- -- -- I- -�--- ---- I I-. -I -� ----. _I I- PUBLICUTILITIES -- -- - - ` - - - - II III II I I I II I I I-I � � II I I� I I I I I I I � �I I I_L � _.-I_ � _l _�- . _l_-���-._._ _,_ �_._ -1 - II II - I- ' -LI-- -- �- --- -�- - - �-�- -l- _�-- - - -- - - --- - �- -�-- � -�---- -�� ------ - -- �� �_ _._i�� i� i �_ i_� � �- �' - � � _ i_ � _ � - _� -_ i_ __- � - I I I I I I I I I I . I I I I I I I l I I�� . I I I I �� I I I I I. I I I I I I I I I. I I i I I I. I I I. I I I I I I I STORMWATER I I _I I! I I I_ --I._ -1 !__ _ I I �� I I T I_ I_ _I_ I_; I I I I i _ I_ . I I � I I I _ - - - - --- -- - . -- - - � i i i �--- .-:- i-1 i I i - -: i �.- _ � � �� - _. . -I - -. I. - , I T��-. . � . � � -. � I i I. I_. I I I_ I _ I I�_ PLANNING/ZONING I - R - I I I I I I I I I I I I I' I I I I I I I I l - R - I I I - � LJ l _. . -.-.. --C _ - - - - - -�- -1 -. _ I-.. - -I- -I- j - . --� �_ �I. - I LJ - � � --� � I� F I R E � I �! � I I ALL PROFILES T 0 T lE T 0 CURB RAMPS '' '' ' ' '' ' URBAN FORESTRY 11 12 13 14 10 11 12 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I �� I� �_l rv _� l r r`� _i � I_I 12 � z � N � N \ � 0 0 + W � CAROLYN J. D�GGERS & —WB—C6— POT SfO.17+96.79 � �ILLIAM E. DIGGERS. JR. USA J. LAI�BERT JAI�ES BRANDON HOLLAND & � lS� IO.O�� � "� LULA JANE BRIDGES � ��+ ��5� �� �� � N -I�B-C6- PT Sto.17+9/.79 W N � -W B -C6 - PC Sto. 17+44.88 Z cn �— � �u � � � I � � � � � � � X 32� � � � � 1 1 PINE � 20' W BK I I I�j Z Q � RETAINING I � Z N , � EIP � � OAK OAK �ALL X '. � ' 26' RETAtN � , � Q � X X Llp � � � 60' CHL I �,��.a� dV-i• a� . � � � 1 1 � �� ; � � � � � - - - — - - - - — - - - - - - F EMO � � �' � , �� � ' ��-�_r��-�-n-. ,�n--� -.�-, _r.. , ., � � � �� � � - ._ _ - �`"`, � � � �� _ - � � �� � � , 2. � � �� � � - - - , , , ���-._ � � � ;-,.: - - - � - - _ _ PERS/MMON � ; A. ; v -,.�_.rr,., � q a � x P 'i REZ P�N � � - - - - _ _ _ _ - - � �J � ' Z � F _ , I F � - a J � ,� - - - - - - - - - - - - - ._ - _ - - - - - — � F -' Z � -- - - - - _ _ _ - - , � i - 8� 8, _ ❑5 C� _ _ _ I _ I - - � 6.5' � _ _ 4, ' _ 4- 30'R � �I _ Z i 2' -6" C&G 22' OR 2' -�lB -C6 - 22' DR 2' -6" C&G � B Z CB 3101 „ . „ „ 3102 U O 15 RCP-IV N 86° l7 52.9 E _ 15 RCP-IV � � - � CONSTRUCTION NOTES T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A �rEeU a TO EX/STlI�G CURB & GUTTER �(SEE SHEET 2-C) LIMIT 35 �� TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 2a• O HACKE- � 5/DEWALK 0�SEE SHEET 2-Cl �i . TOP-27o.7F CO STRUCT �lULTI-USE PATH CURB COIySTRUCT CURB R,4MP PER DETA/L R-2 RETAIN � iNvcsF�=268, /�IEW BER/� AVENUE � RA�lP fSEE SHEET 2-GJ �� (SEE SHEET 2-CI NOTE 1: RADIEI DI O HEI WISEANOT D TALL HEETOF PAVEMENT 4 MEANDER MUP OR S/DEWALK AROUND POLE // CONSTRUCT CURB RAtiIP PER DETAIL R-2A �J No �� i TER ( ) ❑ ❑ fSEE SHEET 2-CJ � NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE __._ -- -- -- CENTERUNE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 �.� -- � — NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, a (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CJ —� AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR Z - BE ADJUSTED TO GRADE BY UTILITY OWNER Q NOTE 4: SEE SHEET 2-G FOR CURVE DATA 6 CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS W NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ❑ ISEE SHEET 2-CI ❑ fSEE SHEET 2-CJ � SYSTEM IS TO BE RETAINED - -- NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3 OTHERWISE NOTED ❑� fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON SPECIAL 'V' DITCH SPECIAL 'V' PI = IZf�.00 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL EL - ZSS�O� ��� � �� �� � � � � � � i i i i i i i i , i i i i, i I I I � I I I i � � i I I i i I I i � CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION _ i i � � � i � i � � � � � � � i i �� �� � � � � � i VC - 300 --i �-- �-- --. _ _. _ _ � �-�- -- � ! ---- -� i � _ _� i_ � — �- -- - -. _ ----, .-�- -�- ��--- � - - , -� - -- _ -�- - ------ �- -�- � �- - � I I �� I I I i I ��I � I � I � I � � � I� All Constr ction must be in accordance with all Local State and u _l_ � -- � - -:- ._ . :._ � -�1_f_ I I I _�. :. . � _ _-:_ : _I_I� _I T . . __I I_I_ I _.._. : ._. _:._ _I __ �_. : ._ _: : -� -� �- - :_ �_. ._ - �- , , � � - - - i i i �� � � � ! I I i i � � � � � : � �� i I 1 I i I ; I I I I ' �� � i I i I � I 1 I_ � � �� � -- - � - - �� �� -� I Q - - I II_i -: _ -. . . 2 V� �� �_ � I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I Federal Rules and R g lations. e u ' - - TRANSPORTATION FIELD SERVIC I I_� I � , I I I i �I II II �I I. -- �� � II - -._. !I _._ ! !I JI I � �� _� ! !I JI _.I- I I i I I � I� � I I I I !I II � !I �I �I i !I _!I II - -- - i— - -- ' I I- I I I I ��- - I I ,�� I I I� I I I I I I I I I I I I I I I I PUBLIC UTILITIES �� --� - I I -I I �-- - I I -:. -_ I I II- I. : I- .: -I _ I I I- �--I : -:. I_ I_ I. I_ :- I. . -.. I I I. I. I I_ - -I. --I. __ I I- _ I- I_I I. -:. I --I I I I I--I--I. -:. -_ I I I I_ �- - � - - -- - - - - - - �. . .. �� I.� I . I. .I I --.-�I-��I-.-�_ I .- I� - � �. --.. I L.�-- .- . I �_ -. L. � I I. -. L�-- . I I � STORMWATER � � � � � . � 2 V 2 — _ I �_ _— _ ��— —! — --�� —�� —1 _� � —�_ _ , — �— I �_ _� � -- � _� , � � — — — � � — �— — -_ i I i i i l � i � i l l i i l i I i � i l i i � � I i I: I I � i � i i l l i l i � l i � � I � � I I � I i l. I � � I � i l l i � I � I i � � , PLANNING/ZONING L I I _I_ i, ����� i : I__ I I I_I._I _I_I I _I_ I_ I II _I_I __I _. I._ . I I_ II I_I— _I_l_ . I_ I I I I._ I I _I. 1.— _ I li I II_ I I__ I I.. I _I_ I FiRE li_I I I � i � I� � I � I I I�I I I � � I I � I I I I � I I� � � � � I __ � � � � � � � �1 I �� � � � � : : : II . -L-�- . -. —I I. --�-- --- ' _ .- � � ` -. - - —I -- - -- . — I .-.. -. ! - ----I .----- - - - - I . - - - -- - I-- --I . -.-. - _ _ URBAN FORESTRY I _.� 1_ I: _, -:_.� -- �-- ! I� �. �� �� I I I I I I ' I I I I I I I I __ i ,- � - -- I I I I I ' I I _ __I I_I_ _I _ ._ _ I._ I_ _I I � _ _I I_. _I I_ I I_ _ I_ � _I I . , I I_ 2 78 i— !,— --�—��---�; — --- —�� ---��—� �; � � , �_ — .. _ , ___ _ _— � � ; �— ; -- �— � -- �— ; � —� � � — �� , —,-- ; --�— —� , _��_ --, � _ -_ _�—_, � � - --___— _ _._� � �- �_ 2 78 ,� _ _ : , , , _ i. i: � i i i � � -, i i ii _ii i� i i _i ��; i_i i_i I I i_ i i l � � i_i � � L I I i I I; � I 1 ! I � I.. I ! � �_ i i i i i i I i i i i i � i i � � � � � � fl I-1 �II II� I �I II i I I I I I I I I, I I � i i � �- I I 1- ��- I I I I I I I I I I I- I I I I I I—I -I I I I- I—I I I I I I I—I I I I I- I—I I I_I I I I-�-�� - �-�-� � - -� --� �--�� l �- I_ I � � I _ � l 1 -__ I -, I _6-- . : - . -- I- - �-�- I , - I _ - I . I -:. -�. -I- -��- - . - :. _ _ I- I. - ��- I �---�: I. . I . . _-I . I _ _ _ I � I I I � I_- . --I . I - - - �� - - - - — � - �. - - - - - � � � �� i�--.—. �..�i.:i�.. �__ i ��_� � , i i_ � i i � i. � i.i. i.i �� i_� i. �� � i - _� � �_� __��_� � — �—� — —u � � � �_ __ _ ��_ —� _— --« _ �_ — _ u_�_ �_ �_ _ � _� ___ �_ _� __ �_� �- - _� �_� �_ -� __ : �-- — �_� �_� - __� � _ �_ �_� � � � � _ �_� �_� _ _: � _ �_ 274 �� � � �, ��, � ,� �� � � �; ; � � � �� � ��� � �� --� � �� �� � �� � � � � �� � � � � � � �� �� � � � �� � � � �� �� � � � 274 i li� i ii ii i ii i i ��� i i i i i i i i i i i_i i i: i_i i i_i i� � I I, . f..{ I I ! �_ �. I_� I i I� i �_ I� i I,. �__ li _i_ ___ �_�_ . -- II i � � I I II jl � I II , �� I i I I I ! I II 1 �I I� ' ' : I I I. I I I � I_._� � I I I I 1 I� 7 i _ � �� � _ �- I I � i i _ _.�.-- -.-. i_ I I_ --- - ._. _. _. — _._.— __ _ —. _ ._.— . _ I_ _ — !- - ._.� � � _._ i i_._ i- i i �- ' - --- - - - -i _ _. _ _ _ _._ _ i _ _ _._. _. i - -- - - END GRADE . - -- _ _ i _ - �- ! � _ _! �_ .—:_ _ _ _._. i_ _�-_-�_: ,_ _ _ _ _ _- � _!-� :_ �_ _:_. . , �.8 e ! : ! �- - , � �_. - , , ! -- - --! - --- - � - � � U� _ i_ : � : �_�_ ___�_-- f ---- '-! --•-�- -- f � --!- �--! -`:_. f i .--- �_. —I_-__i _ _:_:�__: __I _ ._I 1 -_ __ _ :_�__!_�_._�_I_ 8i I ___ :- _ - �_i -.-- ----_- : _._. -. - - - - V�B-C6- STA /7+9/079 2 70 i i i i i � i i i i i i i i i i i i i i i i i i i i i i � i i � � � i i i i i i i i i i i i i i i i i � ELEV = 257.84' 2 70 � I i � �_1 I_ I i__ 1: i_!__ i_i I_i_ 1 _l 1 i I i I: i � � �_i_. - � I i I � I I I i I � II IIi III ��I �I II II�� I I I � � I II III III I I II II i � I I 1 I i II II i I I I I I I` I I i I I I i i � i i I i i i.: � i — I i i I i i i i i i i i i i i i— i— i I i i � - —� i—i i i i—i i_ i_ �� i i i_ I . _ i i I i i_ _I : _ i i i i ._ I_ _i _: i�_ -1 �- --I i_ _i i� i i _ I i _� !_ � _- i_ _�_ _i _i �_ i _ i i i i- _ ! � - -� -_ --� -! - �_--�-- � i_ _i i --�___� _� �- ! - - -�--- �- -i_ _ -� - -� --i_. � I� _I—'—�I� I � — — - --�! — —�— �— �---�— _! _!— _� _ _,_I _ __I_:_ —1 � _I_I _ � _-1 _ I � —'—�-- ! -- �— �_ __ _I_ _ 1 ._ I_I_ � _ I I :--! _ �— --- —!- � � I I_ __— _� _ _I—_ _—�-- _ ' — � —L' I I. C l—�' ----�---- � -- �--- --- --1 --_IJ —1 L��_ l� �_:J _ I _-J_ I_ ��_ I _ I__ -- �--�---- —I --I_ __ 1 _�_�� C I___:— L _ —� — —I— —�— . 266 — � � �� � � � � I� � -- , � ;� ---- �;;; ;-— � ��� � � � � � �� � �� � � �� � �� � � � � � �� � � � � � 266 ,_-_ _ _ i _ �i ._:_ i i i � . i � _i__ _ . . i_ __: _ � __ � - _ _ - _ _ _. . : _ :_ -: - _:--_ _ _ ,_ i i i i_i i i —�- i !--,- � _ i_. . _ i i- : -----� i—i- _ i_ ; _ -- - -i i. � �_ ---_ i , i -_ _ %—i_: - i i- _ -- - i i - -� i-_ : -- - —�-- _ - - _ _ _i- i-i_ . Pl = 17+72.00 i _ _ _ _ �� — �� �� � � � � � � � ��� � �� �� � � � � �� � � � � � � � � - 93' �- �i- - �_i_ i�i- -- - --n_ _ _ � � � -- �--- __i _ __i__ --��i -_. i _ _-i - -i �i_ _ _ _ -i--i- ; _ - i-�- ��- i - _ _i__ : -i- -i- . _ _ : i- . i - -i -i—i-- EL - 259. -- � -- , i I � i � _ _ _ _ i _ __ _ i _ C 30 _ , -, _ _, � � � - � �- - -; t .-- - i . � _ ; _ I i _ j _ .+ , -i i- ! - -T -�-- -! - +='- i—' � � � � - � � --� . _ : _: - ._ . . - _. . . 262 'j . . �. �� �� � i �i i i � i: � : � i� �i- i. i i � I_I _I_ _I _rl � � i � �--�---- I I �_ I I_ � ' � . . . . _ . . _ I . I I ___ __ 262 - � � �u� -� - � - _`� � i � � � �_i L+ � � _ � � _ _i i- - � - -- - ---i_ _+ _ +- �_--i----+ ! --i---! �� � � i � i � i � � i �: i i i i � _ �; i_ i i i_ i i_ _i i i i i_ � � _ i i � i__ � i i � � � � i i � i i i � � i i— � � � r. _ :� _. : � : : . : : � _ . - � . _ __ . _ _ _ J . _u _—i i_� _ __.�_i ---!!---i— 1—�— i--i— �.—� — --� _ i__--1 i I_ �� I _ l i . �I-- i f .—i _i—. __�_ 1 — I—i— i---• - I�_ — I — —i— .—i--i—. —i— — --i . —i—. _ �_ _�—�- i—i---i—�l— —1--i---i—i _��_ �O � _ ___ i i i i �___ i i i i i i i -- i� i � i � i i i i i i i � i i i i i i i i i i � i i � i i i i � i i — i � i i i � i i i i i � � i i - � •S� -- --!- — !— — �- —L--- — � �- ! —� — —� !— ! — — --__ i_C _ - - _�_i i i i_� i . - _i —1 i __ _i_�_ i i . _l-_i_. _: �-�_ -� _ _- � � _ �� � i � _ i_ � __ �_ � _�_ �_ � i � � _ !�_ �_ -� _� �_ __ �� I I I -I I - I I I _I_ I_ I I I - - _ I__ I -I I I- - I - -I I I --I. _ I_ I- I I I I I I I- I - I -- - I -- I I -- - I ° — — — — — — — -- — — — — — — — --- —_ —. . —1 _ _I_ _ _ I— --�-- -- — — _. �_�_ ,_,_ —�— _ U_ -- — — --- —�-- — — — --- - --- — — — -- --- -- — — -- ---- — — — — — ._I_._ I__I_. _ I �I I I_l- . . �— �— --1 _�_ _�l 1_.- -,��' —1�_ _._l� L��_ '— _ l� L� _ I '__ J_ l- �. � I_ __ - J l_ _I_ � _ � _ _J - _ . �- -�J —�-- —I_ - - _I_ __.- C - _ _ I— I-1_ � 258 � � � � ��� �� --� � �� �� �� ���� �� �� � � �� �� � � � �� � � � . � � � � � � �� � � � � � � � � � � � � � � � � ��� 258 —�I ! _i ( i_ -_I_ � � _ _ I . _I_ : _-1_!__ — � _�_ � : ' , � _ i : 'T �_ _ i _: � ; i_ _ i_ : � _i_ � � � ; � _ _ _ I i � � � I I i �--- -- i I i I i j I I I i _ _ _ - ---- . . - — -- -- — - - -- — — � - -. , . _ I --. . � � . , I �-. . � . � � -_ - �- - � - -- � --- - - - -I- ---- _ -- � - -- - -- —I --- �- - i--! � ___� _-. :_--� li � i i i i —�U —�� � � --- !- -- � ; - --�- �- -�- - -, �—� -- - --�—� -r- - - -� �—�---- - - ----� i_ i_ _ _i_ _i i i i i_ i i_ __ i i i i i i I I-i � ALL PROFILES T O T lE T O CURB RAMPS i i ; ; ; ; ; ; � � , , j 13 14 15 16 17 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I �� I ��_l�_ilrr`3-i � I c�> -WB2- POT Sta. 10+00.00 N 62° l9' 28.3" E UNDER CONSTRUCTION O -WB2- l�C StO. l0+13.53 PENTACOSTAL CHURCH OF GOD �I ,� �°' -�82- PT StQ. 14+8/.l7 � JOHN K CORRELLUS � - B2- PT Sto. 10+25.66 � d: ��� �: �� = j -WB2- PC Sto.12+73.6/ � �� ,9�� �� �, � ,�� -WB2- PRC Sto. 14+23.74 O oo '"� N 8 6° l 7' 5 2. 9° E ° - B2- PC Sto. 10+62.03 , n - - PR t l f ZELLAEALUYAS &A �IFE � � W WB2 C S o. 2 99.08 I� L NE LUC S � � -WB2- PRC Sto. 10+77.32 `� � a -W82- PCC Sto. 10+93.99 ; -WB2- PRC Sto. 13+2/.26 W � PAVE EACH 5/DE � � � ,' o _ OF SIDEWALK TO /3+411 B21 � � i I"' �-� _ T/E lly EXISTING /3+15 f B2J 15.00; LT 15.002LT B2J /3+4/ ( B21 /4f69.98 f B21 .N � O a' _ = i� E _ OR/VEWAYS ITYPJ 11.00' LT 5.72' LT 5.87' LT /7.00 LT 12.00' LT � F - ,' F ���_�_ l+ f B21 TCE� TCE- TCE Q lv 20,R � � - 8 - - - - _ _ - - - - - �_ \ 5"'-j����rr EASEMENT —�e 10.83' LT � DINE ; � 4 �INE F TCE— TCE� I� ` � _ - - — _ - - _ � zo� �1 - - - � ,�,., �, � 6 � '� �_ T TCE o g,p�,� ll'D►N � - - -- - _ _ _ _ _ _ TCE- � � o - , ! -_ � .. - _ x—y - , - - - � CE I;- 5 � - - - - - _ . _ r „ N < — _ :. � � � : i � �C % , lA/ N - �- - - - � � - � , , � (1 i,i; -_, - _ F 9'DW C F � F _ _ - R n_` � � - - 8' N � ❑ � - - 5 � -I� (.r•..iv� : r' F � - - - ._ i � - � � � � � - � � � � _ ° � - _ j � - - � � - � J �ie oaK / �- - B2- � ' - , _ _ 8 - _ _ , _ Z _ -- _ _ , „, - ��_ ,, _ � , esT ; � - - 8 2' 08 5" E _ ' - 9° „ �, - � B2 � --� - ' � c - - _ _ __ _ _ . _ _ _ � - _-.�__ / � � _ ` _ _ _ _ _ _ _ _ - - - - - - C � _ __ _ _ � ;; � 5.3 Q � \ �- - - - � F � - - E ��` __� __- -_ _ _ � - � - - _ _ _ _ _ - — _ _ � \ �. � _ _ _. F - _ _ � � _ _ \ � �, _ _ -- � i — � � __ --. � � U(��('(�� � � I� � � �� �� - 12°DIP - -W- - ._ _ RALEI� \ � _ - �l — - - .� O / C �B F -�;�- -� �-% �-�- C Z __ . -- - - �y es, ' _ __ , -'�''� -- - - - � ` - _ -�l _ _ 10'R ;' , , _ /0'R � CoNC \ � INST ALL SIDEW ALK � _�.__ � � _ GUY � _ ; - - - - ---.._ ___ _ _- - --- - ----� - - --- - - - � i�� SR 29// lyE�'i' BERN A, _ �;;; _ - I N � Q Z --- � - CONSTRUCTION NOTES __ E� - _ _ _- -- --- _ T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A a - _ _-_ � TO EX/STING CURB & GUTTER �(SEE SHEET 2-Cl ,___ _. _ __ __ �—� -- ------ --- -- - -- - TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 � 5/DEWALK 0�SEE SHEET 2-Cl NEW BERI�I AVEI1/UE a CO STRUCT �ULTI-USE PATH CURB �0 CONSTRUCT CURB R,4MP PER DETA/L R-2 LL -16 �,;J,' RA�lP fSEE SHEET 2 GJ (SEE SHEET 2-CI CR.1� �� -�: ___ ♦ �; NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT CONSTRUCT CURB RAtiIP PER DETAIL R-2A — _� HACKBERRY � UNLESS OTHERWISE NOTED (ALL SHEETS) 4❑ MEANDER MUP OR S/DEWALK AROUND POLE �� fSEE SHEET 2-CJ � s�� NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE — ;...{:�,��;;�-�-,;;,- CENTERUNE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 �� NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, a (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CJ �--- �_ _ AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR — -- -- ---- BE ADJUSTED TO GRADE BY UTILITY OWNER _� — � NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS `` NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ ----._ �' �--- -- � SYSTEM IS TO BE RETAINED -- -- - -� -- � NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS - - - - ' ' - - - - >- — CONST RUCT CURB R,4MP PER DET A/L N -3 � � SR 29// NFI�� � - . - — - -- - - - -- ,., _ �_ _ _ _ _ �7 �� PROPOSED PED HEAD/PUSH BUTTON ; ---- -- - - OTHERWISE NOTED fSEE SHEET 2-CJ INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL 2� 8 � � i i � i � i � i i i i � i i i � i � i � I I I � I I I i � I � i I I i I I i I I i � I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION �� � � �� �� �� � � � � _� �� � � � � � �� � � � � :__ —�_ — -- __ _. _ _.�.---- � ! ---- —�! — � --- — _ _._ _ � �_. _ � ____. .__ __ --- — — . _ _ __ _ � �_--- � � � -- -- — — — + — — — P/ / 0 68.00 I I I I __ �� I I I� _I �. _._� �_I_ I_.._. I. _ , I_ _f ,_i � I. � I I I. I I I i_ All Construction must be in accordance with all Local, State, and ; - �� _-. . .- - - �- - .- -:-. ._ . __ ._ .. � -�-. . - -- �-� � - � .�-�-. -. � EL = 25/.24� � _ - �- --- �- .---- - - - .- - - -- - - -- - -- -- - -- -� - - Federal Rules and Regulations -- � I_ . '. —� .-� I � .- _ ' I. _� i � �,J9 VC - 50 f __ _ _ �_ �_ � �__ : i i- _ �_ - , __ _ i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i � � .O : - TRANSPORTATION FIELD SERVICES S i i � � i I I i i l i l i i i , i I i i , , i i I I II _ �il_� . f � �� i i �_ S2� �-f --- Pl = 11+20.00 i i _�_� _ i i-- �_ i _i_�_ _ i � � i- i i i i � � i-i � � i-. i � 2 54 � I �♦° � - � � I I ��- I I ,�� I I I� I ! I I ! I I I I I I I I I I I I I PUBLIC UTILITIES !- � ! � ! -- - � -----' - � � - EL - 249.38 Pl = 11+50.00 -- '__�_ _�__i_ __� _i i . �__ i_ _ __� i i . �_ i �_ _ _i_-__ -�__i- __ i_i i__ _ i_ i � i i--- �--i--i__ ___ i i i_ i_ �+ _ . - _ II �. � I � .. . . � Vl. 3� EL = 247.44� --.—��—��I—.—�_ -. � .—�_ I� - �_ I�. --.. �. —� �—. L.�-- .- . � �_ —. L. —� � � � --. —. L�. — .-- � � —. �— STORMWATER �—�� — —.�—_ � � z � II I I . I I i II I I �C — JO' PI = II +SO.00 � I I i I. I i i I I II I. I I I i I I I � II i i I I I , i I I. I I II-i i I I I I 1-i i I ! PLANNING/ZONING � i_ _I.i I -. . �I Ji Ii II � r 1,3J�'8Q0% �{T EL _ 246.40' !;- . li li - � _I- --II_l_ . �_ I II I� I_ II II _I. 1�- - li -- i II _ II I_ �I I� __ I II _ II _I_ 2� 0 � I-�� V C - 3 � , FIRE � � � � � � -C I -I�- . -I — --- -.-. I_ .-. - I .-.. _, i I - T. -. - I .-._-.-. ,-�. _ - I . -. - �- . -,--, -.- _. I-- . -I . . .-. � I I I �- �.- ' I- -f '-� �. . � - I-. � I_ - �-. , -I I. � I_ _ URBAN FOREST 4 �- _� �_ I_ - - --.-_�I_ _ I-I=.�I � � I i i i_i i_ i i i I I I I I I I -. __ I I- _ I I I _ , �_ _ - . —, ,� . 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I __ I I_.I._ _I_I_ I _I_ : I -I_ l _l_ I � •790Sj � I I ' I _ -I . ,I --� � , � I ! I I 1 : I li 1 li cn I I, _ I I I I I_. I I I I I I I 0 242 �� f � f� {�—,—I ���� � � �� � �� ��� � � �� �� � ° �, ��� � P�—_�3+2�.00 � � � � � � � � � � � � � �r 242 _-i I_-_.�_- �� i . �- .-_i li i_ ._.� ___ _ ._.� �._._ _. i _. -i__ __�— __i-_ -i _ ._. i . _ i__ . - _ ._i_ __ • ' _ - EL 236.56 _. _ �_ Pl = 13+78.00 _ _� _ _._. _. i�_ ---- -- - - --- - --- -- � � _ - ! � _ I _! �_ .—:_ _ _ _._. I_ _!-_-i_: ,_ _ _ _ _ _- � _� _- _: _-� _ _:_� _-_ _ :_ �_ _:_. . . C C = 50' - , , _ . , I . _ _�i � � � �� � i ��� f i � � i�f i � � , � �� � � � V EL= Z36.27 -- � _ � � i_ . i_i __i i � i--i i- .: i- i---i i.. -- ii_ i_ i i if_ ___ _._.— o �__�_I . 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BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 13 ROADWAY PLAN SHEET 14 15 HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT _ (1 -� Jii�, NUMBERe �HEET P�,IUM2Er;a _ � � I � ��_I �, �i (_i r`s 'i _ ,_. c�> � � ,� - B -C7- PCC Sto. l0 +67.47 � <v� ANrHoNY ARo �oNEs & -INB2- PT Sto.18+66.26 D � �i DA GU �o Es -WB-C7- POT Sto. 10+00.00 � � _ C,� N N RELOCATE EXISTING $ 3% 3/' Q2.Z" {�l �— �� POy�/ER POLE Z GRADE TO DRAIN � rn � -W B2 - PCC Sto. l5 +53.62 -W B2 - PRC Sto. l8 +44.15 -W B-C7- PC Sto. l0 +05.00 ► X� 30�� RCP-III -�B2- PCC SfO. 16+05.85 -V�B2- PC Sto.18+22.80 ,- '� c��'���i� �,P RALEIGH � � ADJUST CB � ' INSTALL PIPE COLLAR O � 16+36.8� �N EST 1 TONS � AND EXTEND -�82- PRC SfO. EST 5 SY GEO �Q -{�B2- PRC Sto.16+66.80 � � -W63- P C Sto. 10+27.53 � � , � 33p - -_ — �; �,\GJ���� � - B3- Pl Sto. l +00.00 0 Q��/ a 33�� %� / � C C ��,� : I- � � � �Q\�'�� � � , � - - .\ o \ `� �� � � � — — _ — `' � _ _ — — — — — — — — — ��: _ � ` ' 330 ;dVc� — -- - , ` , '�}�� � - O _ _ � _ — _ � - _ ,��Vc — 3365 � ; _ � ,, _ _ -- F � � / �/ � __ _ — — :_ _ _ . ,_ ,_� ; � � r�,.,�� �' RO � ' - - - - - - _ TA�N , ; r � 8- - , ii� aw , : � R � RE %.. \ P X ,;,_, � ', �� 5�, = rn �V � � � 8 ° � \ ,� �' f. ; kpp `aP _ - - � rn _ � _ ;� _ o __ - _ ___ _ � o ` ` --- :�� - - � _ ,. _- ------------- ' � - _ -------- - �, , ,. _ _ . �. : � � O i � � — — " 0 ` �ti n n c � _ ' i- N O � F F �+ �� - 3303 :" \ F _. �� I._..,D �^ � � C � , � _ _ _ � � .. � — � � �O,R — _ � , � �� � � _ —. — — � OO m _ " �16 L 5 . � � RfTAIN EXIST CB �� .. -,�_ ,R — — — — — — — � 8:/ � .� _ /0 i �_ir iNv=zi5;�� _ � -\_ ,5° r�� -►1�182 - PC StO. l5 +4/.97 F - = . � - - � esr � M� . � c. . . i �� i !:� J , . 40'R �; �' 56,R � I 6 � cR.MYg.— 25'R -� BEGIIy RET AlNIIyG �ALL 2 � � BEGIIy SAFETY FE CE _ `� J � � �`--- L CB ,_6,� C&G — R E T 2— S to. 1 0+ 2 4. 0 0 F— � 3306 � —WB—C7— PT StO. ll�J'r7.�3 —WB2- Sto. 15 f25.19 � � � � � Z _ — � i , � — CONSTRUCTION NOTES � � � � T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A -.r,Hoo�� — � TO EX/STING CURB & GUTTER 0(SEE SHEET 2-C) RFTq�N �ED �'=22g �3 "��T �\\ � TlE PROPOSED SIDEWALK TO EX/STl/yG � CONSTRUCT CURB RAMP PER DETAIL R-1 � N1_22��86- � ��" ���-� 2 5/DEWALK 9 �SEE SHEET 2—Cl I�EW BERI�I AVENUE �R,IvIYR CR.MYR � — 3 CO STRUCT �ULTI-USE PATH CURB �0 CONSTRUCT CURB R,4MP PER DETA/L R-2 � � ' ❑ RA�lP fSEE SHEET 2-GJ ❑(SEE SHEET 2-CI % _ INV(SE)G 2 6.98' � � I - , BL-17 :� NOTE 1: RADIEI DI O HEI WISEANOT D TALL HEETOF PAVEMENT 4 MEANDER MUP OR S/DEWALK AROUND POLE �� CONSTRUCT CURB RAtiIP PER DETAIL R-2A — � a � � yy ♦ �' ( ) ❑ ❑ fSEE SHEET 2-CJ � � � �� ,� NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � - � CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) '� �— — -� � NOTE 3: A�� Po�Es, HANDHOLES, MANHOLES, VALVES, METERS, 5 CONSTRUCT CURB RAMP PER DETA/L N-lA �2 CONSTRUCT CURB RAMP PER DETA/L R-3 � -'�'i AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR ��SEE SHEET 2—C 1 �(SEE SHEET 2—CJ Z -- -_ D BE ADJUSTED TO GRADE BY UTILITY OWNER Q --- — _ Z NOTE 4: SEE SHEET 2-G FOR CURVE DATA 6 CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS �- � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ❑ ISEE SHEET 2—CI ❑ fSEE SHEET 2—CJ - � �� SYSTEM IS TO BE RETAINED ��_�__ �_ __ �, NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3 -- -- - orHERwisE NorE� ❑� fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON BEG/ GRADE END GRADE � � � � _ � � � �__ � 224 --- 05 00 � 224 � � � � — � � W B-C7 - ST A ll +57.03 � � , � �� � � �� � � � � �� � � ��� i � ���i _ f � � � i W B C7 ST A l0 e : _. �._ : _. _. _.� � _ _ __ I — _._. _� I LI_ . - _i _ T�. i _ _ —�- —_— �-- — — — — — _ _� — -- - — � � � i_ ! - -! � �i�- i � � _�. . _-� : _�_� _� T _. _ _ -- � - - - ELEV = 2/8e32' - ELEV = 2/8a56' � , i -i_ _�_ i �_' _� � _;_- _� _ � � ___E �i_i = i i � , , _, _ i i ---`-� � --i i i _! i__� -_i i_i_ i _ _ ! �_ i _, �- ! __! _ i i_ !- -- -' � ` `.. ii �i � � i i i � . ii- �_ �� "� �i i-�i - - i i --i i _ . i - -i i i_ i i i i i —i _ i i i i —i ._i i i--i -- - -i--i -i i- ' i - i i - i� - -- - ---- -- - _ l +75.00 - - i-i --._i i i i � i i I i P/ 0 , 0 __ _ _ : � � /7 7 EL 2 . � � i � � � � � � � i � � � � � � � � i i i � i � i ii I ii I I I i i i i � I i I I I I I I I I ___ I I-- �_ I _I _I I � i i_ I I. —� ,__I-1_ �_ l40 i i i_ i— �-- � �_ _ � — —i_i __ _ . _i_i� _i_ _-, i � __ _ ' -- � —� � — --- ; —� _ i i __ II ��� �� �� � �� � ��� � 220 � � � � �� � _ 220 ��i �i� � �� �� �__� ��� �� i__� � -- -- � � � � � � �� � � � II II I i I � I I i I I � I. I � I I I. I i l I i i � i i �� i� � i I_i _ i i__ I _._ I i I!---: I � I_. I I i I � ---- -- —-- -- -- �— I I _ __ ----- -- — - — — _ _ _ __ _ _ �-- — — — — — — — — — — -- -- -- — — — — �I �. � I I . I I . � I I I . . �. .� �. . �� I� I . � �I �-- .J_�I I I_� � _.�-1 I I--. �._.J I— _i �_ . � � . � � . � � _ _ � _ _ _ , _ _ ��_ —, . __i� _.�� —� - _;-�i �-;_ �_ _ i _�- �- �- ;�_ _ _:- � -10.8879/ _ - c il I��1 III �lil il�� li ��ll I� 1 1 I l I I�I II Il III IIII I I I II �III � ,I I I.I I, Ill �I I II I�III — � I I_ II II I I 1.. I il il i i i I_ i � i i _I_I I_ I i i i i i i �_ ' i i i i i �'i ♦�— (+)I.OJ�32� '� � �_� f � _ i 1. I I.. I I _I�__ I I_�._I i i— _i i_ I I i i i i i � i I�__� � i � � _ � i i i i i i_ I _I_I __I _. I_ I I I I_I_ _I_1_ . I I I I I_ �. I I _i_ _ I � i : : : : : : : _. _ I 1 I�� � i i i � 2 � 6 _ �— � _ , _, _�-� �-�— -- -! - --- - - —� — - -- - � ._._ _. � , _ 216 ', - -� , . , � ! -I-�-i-.-��� — — — � '- �-�--�-�--�; �'; , - - !-- _ � _ _._; , �_ � ! �,_--�-- --- �- -- � � _� -: ' � ; _�_! _� _ __� �_�_ � _ _ �_ �_ _, _� � _ _� _�_ � _ _ - �- � � �B CT � � -:-�i---!; _� i� i--�i-_ __�i i i -' i� i 'i 'i i 'i- �-' 'i- i-'- 'i � i i i i i� �- '; o Pl =_ l5 +40.00 Pl = 16+20.00 Pl = 16+60.00 : � EL 230.49 �� i � _ , i ii i_ i i� i_ i i I i _�� i� 0 234 Vc '' ' . . 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I 1 I ---____ --_� -� ; 'r 218 __, _ _ �'�2.495/% - � - _ _ _ - �� � BEG/N GRADE �� �� ��� I�;—; __�' 214 -INB3- STA lO+OOe00 � �_ _� _ _ _i___ �_._i _ �_ -�__ _ _ i_ _ ELEV = 2/9000' _i�_ _�_� _ �_ --� - --�-�I�-i - -�--�� ! _ T lE T 0 SIDEV�IALK - FROM -INB -C7 - �_ � i i �� I I I I I — i--- -- --I— � ! __ I . +. . I. _._ I I I�iI � ;-;-:_-_ -INB3 - '�� 1� i — ! � � — , —! INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT _ (1 -� Jii�, NUMBERe �HEET P�,IUM2Er;a �.� I � ��_I �U �i (._i r`} '1 _�; . `i c�> � z � � 0 , 0 0 � � O � Q � Y � N � N \ � °' � LOUIS A. ILSON & ^ , I �,� N� - RODNEY �. MARION 15+99 ( B31 � -WB3- PC Sto. 11+23.86 i ����- i�.00 �r `, , F,P �'� O /� 5.68' LT ~ �``� �Fz 25 � O W �-- - B3- PRC Sto. 11+49.J�9 S�� G� CHARLES E. �►�ESE & SPOUSE EVETTE A. yyiESE - B3- PT Sto. 15+98.26 = � �8" RCP-in �PR�I��� Q A. JAMIESON GREGORY � � CLASS 'B' RIP RAP �,p,N�B � �i�yV �':���U ��� £� � -wB3- PT Sto. 11+73.93 ' ' �, EST i TONs 4 - B3- PRC Sto. l5 +86.60 w EST 5 SY GEO / � ,�� � r SPECIAL 'V' DITCH ry0 z -►NB3- PT Sto.10+53.65 SEE DETAIL 9 SHEET 2-F -�83- PCC SfO. l5 f72.4� `- � w`� �l o � 12+05.19 l B31 /2+30 f B31 /2f78 l B3J + , � ' � CR.MYI�'� , `- - 1 __ ,_X 10.00' LT 17.00 LT 17.00' LT Q� 40 0� B31 - � _ ,,,_�_, „, ,_ ,--;_�i,, 6.94 LT 8.93' LT �3+00 f B3J � ` �� Q �,,� ` , . l2 +00.8/ ( B3) 14.00' LT :� � �E I- 9.58' LT ,1 �E -� � V� � -- 7.25' LT PDE PD PDE PD � -� E �� � _,. TCE TCE-e � TCE F : _ - �I f- - C F _ � � n- - - - - - — -- - _-' = � = -' � F - - - - - - � - __ � _ _ - - - - - — - - g' m _ - - - - - - - - - - - - � 8f _ _ 8.3- - -- - - --- - - - _ � � � 340 - - - - - -- - - - - — - - - - - - - - - - - - - - - - - _ _ _ _ � r � + _ - - - F _ _ _ _ _ _ _ _ - 0 57'S7.g��E - _ N ------ c �' _ - - - - - - - z – _ –––--––– – -- � - - - � � F - - - - - - - - - - - - - — = - - - - - - - - - - - - - - - - - - - � F � J F � 8�� � 8/ C- :�- ---- F 3401 MB O f � 1- �1 _ , � -,��;� - - , ; � . . �. � iN oN � Q _ _,���- Wu� tED �. TERSECTI � , \ � � - _ •• .. .. . . .. .. .. � T. _ .. .. . • / BST \ � AHEAD � � � � � �I - � , _ _ _ ---- - - -- - - --- ---- - � _ H TO I � �.� �-- - DRAIN TO PROP� 18" RCP �' ' � RADE EXI T DIT � - - -- F � - - ---- --- ---- - — .� i �. __ �_ _ �� _ _ — CONSTRUCTION NOTES SR 2911 NEVY BERN AVE V� �` T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A e.. _ `��'� � � TO EX/STING CURB & GUTTER �(SEE SHEET 2-Cl >cNoo� TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 SPEED 0 � 5/DEWALK 0�SEE SHEET 2-Cl NE� BERI�I AV El�IUE CO ST RUCT �ULTI -USE PATH CURB CONSTRUCT CURB R,4MP PER DETA/L R-2 � RA�lP fSEE SHEET 2-GJ �� (SEE SHEET 2-CI KBERRY I 6° C] TOP=228 NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT 4 �� CONSTRUCT CURB RAtiIP PER DETAIL R-2A � 8^ �, HACKBERRY,.rl iNVcN�')=22� ,��� �•,'i UNLESS OTHERWISE NOTED ALL SHEETS MEANDER MUP OR S/DEWALK AROUND POLE ( ) ❑ ❑ fSEE SHEET 2-CJ HACKBERRY `^ tv� F���`-`�' ����' ` NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE - -- CENTERUNE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 - � NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, a (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CJ AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR I BE ADJUSTED TO GRADE BY UTILITY OWNER _ -r-- -- - NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS � � � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ � �- I^: `�'�``, SYSTEM IS TO BE RETAINED � NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS CONSTRUCT CURB R,4MP PER DETA/L N-3 -- - — � orHERwisE NorE� ❑� fSEE SHEET 2-CJ O� PROPOSED PED HEAD/PUSH BUTTON 242 ; ; ; , ; ; ; ; ; ; ; � � � ; ; ; ; 242 �� � � �� _��� � �� �� � � � � � � � � � � � � �� � � � � �� � � �� � � � � �� :_-. �._� _ :___ �__ __. _. , � � I i � � � _ _ _ . ---- - _ ._. -- -- � — - -� - — — � --- . — _ _ _. __ _. _. _ � __-_, .__ __ --- � - - , - - � - �� � - - - � - � � ! � _ - - - � i i i i i i i � i i i i i f i i � -- -: _i_. -- ! - -�- - _ -1-I_ � i i �_�. : �_ _�-:_ : _i_i _i T: . __� i �i i i � �i _ Pl l5 05.00 i- i i� __ _-1�. � i i i �� i i �� � � �� i i i �� E ��� �i ! i i � � i i � i i : � �� i i i i � i ; i i_i_ i _ _ ; _, _i_ _i __ i_ : _ _ � _ -ii - -� � � � � �_ __ _ _�_ � _ -- � � i_! - .�_:_. _-. _�_: ----- -�� --- __._. �_ _ _ -.__ _ ._.___ _ _ __ _ - - -- _ _ _ - Q.4� _ I_ � � � � � _' I_ _ �._. _._ _ �_. —. ._ _._.— _. :�_ _. —: ._: _ _ __ _ _._ _. ._ �_. . __ . —_ _ � EL - 235. ; i_; � _ , � � ���� �� ��� �; � i i �� ��� i; i � i, i, i, �� i i i : i i i i i . _ i i i i �� VC = 60 �� �� �� �� ��- ��� ��� � �� �� _ : : :_ : _. ---- , � _ � � � -�� � ` � �- - - : ---�.� : _i_ i I_� _i _ ' , -_ i I i - -� � -- � � � - _ 238 '� � i�� i�� �i -� � i� � i� -1- �_ �__ � ��� � I_-I�. _' i-�, i i ��_ __ �' I�� i '� i � I i � � � I EL -, 233.23 i � �I �� � � � � �- i � �--i ', i i�— ii—i __I� 2 3 8 ��_� �- I� I - i li-- -�--�-�I - �!I--- _ _ _ �I _ __ __ __� __�_ _ __ � _ �_ - --- _ , _ _ I __ _� _ j �--- --�--- -- i �I -- ___ �_� ___�I � _ �_ I _. . I I J-�1 I I-� � --�-I I I- —. I _ -� �_ I .I -.�- _ — -.-�1- �- _ J_ - . I ._�_ �- J- ��_- . I � , � i i � - I I I - �_ I_ �_� - -I I I_ VC 60 lii iii �i li ii i i I li Ili � �I i I:I I � ill il l il i ili � i'-� � I I I il II I I il � P/PE HYDRAUL/C DAT A � �-� __ � - �-� � � il i i i i � ' � i l i i i i � i i i �_ � i i i i�, i _ � _ I _I_ I I I I 1.. I J I I 1. _ „ I_ I 1 _I_I __I _. I_ . I I I � � � � � � 20 �F IS RCP � � � � � � � � � � __ � � �__! i �' I�- . i i j �+)1.8388% �- _i !� i� _ i_ i_ i i � i_ i _i_ � � i i - -i_�_ . �� � e _ - _ -�---�- li li_ _ - i- _� _ _._. i 2 34 i _ — --�-- -_. i_ ._. DESIGN D/SCHARGE - 40/ CFS —i — - -- . - � ._._ _. � i _ _i_- _ - - _i ._�_ � _ ._. __ _ i 2 34 _. I : : � -- I �- �!_ - , --1 -I _.._. . ._; I._ !_ _I --- - � I i ---�_--! E - --- -! ---�-� � E DES/GN FREQUENCY - l0 YRS !-!- _:_ __ _ _� �_. . _� � :_ �_ � � :_ _ � _ _i_ —� i i —!-- . � __ i i_ i _i_ i_. � _, i — -- �— - — _� _� I I__ _. i--I--I_—i _�_._: ;—!_ -- � DES/GN HW ELEVATION = 22/.4 FT � i i i � i i i i �_ � � i i i i i i i i � i i � i i i i i__ i �-i i_� i___i i � i i i �i I �i ii � il iil �i � _ _ BASE D/SCHARGE = 5.l CFS � � � _�; i � � � � � � � �i il � � �- -:_ , I I il �I �I II I f ! i I I I �I , I j � , !_ I i_ I !_ ! I �_ � I Z 3 O _ i i i i i i BASE FREQUENCY = l00 YRS li li �i i�I_- _ i i __ �_n_ i , i _ i �__ i _ I i i I li—li __� i i �_ li—li -1 i i I_ li li—li __I i i �__ _li—li i 2 3 O � � � � i � i i i � � i i i: � � i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i I_I I I I_!_ _ _I_- I - -- ------. _ — - - -- -- -- ----� ------ -- - -- - - -_ _ _ - - -- -- --- - - - -- -- - --- - � � � �: i � BASE HW E�EVATiON = 22i.5 FT � i i_ _ , _ - � i� i i � i � � i i i � � i i i � � i i � -_�. � �_� __��_� .� -J-�--u---; _ —I �_ I i�-- — �. � � _ i_ _i _ J_��-- _� i_� �_ ��_: J . �. - �� . i � � � i � i � i � � OVERTOPPING D/SCHARGE = 8.6 CFS � i � � i � � i�' �� i� i � � i � � � i�_� - i �___ �_ �___� � �_ � � � � �_ �__i i_ i_ � � i i i i � � i � i � � � i � � i � � � li l i l i � i i i i i i � �� � i i i _. i i _I i i i i i_i i i: i_i i i_i i l i _i i i OVERTOPPING FREQUENCY =�100 YRS I _I_ i � � �, _ I l i i i i ! � � i � i � i i i i � i i � � i i l i i! i i i � � i - � j � . i j i I i i � i � i i i i � I � l i . l i i �I I � I l i 1 I � 2 2 6 � f { �� �� � OV ERT OPPING ELEV AT lON = 223.4 FT � ; � � r 2 2 6 _ I I-- - _I . .- -- __.�.------ I I_ ._.� I _ ._._� i T �- - - - - - - -_ _ _ . ,_ _ _ _ _ _ , _. _ _ _. . _ _ - - - - - -. . ! : , ! I , _ . . . I _I � —,._. _ : _ - i_= ._ � -� �- - - - - - - - __ _ _ _ _ _ � � _ � � - - --� - - � �_ : � i .-- -_. �_� --.-�_ :_: f _�_-� ._ . __I . -: —�i_.�_ _ _ _]_ , _ . _ _ _- - . �_�_ ___�._-_ ��� � , � _ __ _. �_ _ _ :- _ _ -- —�_;— _ �_ _` _ _ --- ��_ _` --- — _�_ i �� � � � � ��� � � � � �� � � e� , � �� � �� � �—� �� � � � � � � � ;--� —,—, _--� � � ��� � � � ��� �� � � L e ii ii� i � � � i _! � � I_i_: � � � � � �. i i i__ 1; i_i__ _i_i i� '` J193 � �' _ i � 1; �_� _ i i i i i i i i i i i i i � � I. i i � � �i I � f I I � I _ I I I I I I , � 8 / I i_ I I I I I I i I I I I 1 I � I _ I I I I_I I I I I i l I I I_I __ I I_ I I I I I 222 II II� �II I �I� I�� I I II� II �� � � �I I � � I � I � I I � � � I � I � I II 222 � � i i_ I. _ i i I I i_ __I :_ I_ _. �---� . I_ I � I_. I._. I I. I I- _ I�I� I_ _� I_ _ I - - - -�- -� -- � —�- _ - � -1- I- I _ I.-_ I I I I --I _ I I I -� _ _ I___ I___I. - �- -1--:_ I___I.- I - -. -� _-� ` ---I i _ _�- � _ I_ __I_� � - -- l8" RCP -lll ! ._ I_I_ � _ I I _ '- —I _ �- --- -�- -' - �- - --I- - - - � -'_ _ _I_ _ _I_ __ — _� _ _I-_ __I _ - _ _ � __ _._ — -i __ � -�'_ _-�_�i: C i=�' -_=----- i __:- i--- Pl = 11+77.24 -' � � _ I__ -- I-_�_�_ _i :_ _I_ _- �-� _- i --i- - �_ _- _ —=--I_�_ -�_I___:— � _ _ - � _ � _ � . �. �� ! � i � � � � � i _ , � � ST A l2 f73o00 , ,,� � � �� � � � � � � i i—� � � � � �, ,, i i � _�._ _ _� _. . : i _ _ :_ -: -_:--_ EL - 2/4.58 � ELEV = 2/9e52' � _: _ _ : __ _.. _ . _.. _. _ — i i i� — i_i i i — �_ i !_ VC = ll0 � . - - - _ _ i—i _ i i_ _ __. _� i__ —i_ _ i—i___ _ __i—i � � � � � .� --- 78 � � �_ � -- � �� � ---- - � - �_ - _ _. 21 8 � � � ` -' ----�- --��-- - ' � ' � � '� �/' ' � .�-� 3. ° E111D SPECIAL -- - - - - - - - - - - - - - INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL -- a � i-�– �i i i__ i__i_ i_ —___ __—i 218 _ � � ' � + ) • O E I � .- I I I- , I ; I i I , . T ! il _ �l 83 ST A/Z f�3 _ I � _ I I. � —+—I— T I I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION � ( �� I + I I I_ I I I I I I I I I I I (_��'����� ` � �� � Q� — / i I i --T —— I I I I -- � All Construction must be in accordance with all Local, State, and • , - ELEV - 2 9.52 -- � l{� � L+ _ f _ � I _ _ � f_ . I _ _ _ _ ___�_ _ + _ +_ �. __ f__ __+ I _ __ �. __ f _ � _ Federal Rules and Regulations. - _ _, � � �- N _ i � i i �_ : ' i � : . •-li- -li-• -li- _ --i —li-• _ �_ _� _i_ I-�1_ -I-�_ j i _ i � I _.�I __I I_ � _ I _ � C�J I _,_ �_. I ._ I_I._ . I _ I�_. ._ I ._ _I._. I._ ___I_I _L �_ TRANSPORTATION FIELD SERVICES ^ � � 2 � 4 �,_ ._: _ i i i i � BEGIN SPECIAL � _ -i i i i i �-- i i � i i i i � i i - i � i i i � i i i i i � � i i L � � I. �- — — — -�—I I I I_I I . _ _I _f_ DITCH GRHUE LT � � — - � - = �— � -- �— --. —1 _I—�—. I — I _ I I — I�— �---I —I I— ----- — I— -- �— -- -- I— —L--- ---- I I—. —I —� ----. _I I— PUBLICUTILITIES � � � — �-� � - �_� � -___ ��_ - B3- STA 12f35 � W � � --�-- i _ i_ i___. _i_�_.�_ i i i _ U_ i __i _ i- ----�-- -! - i- - ! -_i _ _! _____ _i __. li u _L _:-1_ _i - i� ' _ � '--J_ i_ : ' - � �_ _- _ J - _I- � -� - --1 -- - �- -�-1 _: -- -�- - - _I_ __:— L _ � � i iii i� i i ii i� �i ���� �i ELEV = 2/8.00' � i� i — — s-roRMwaTER � , i i i i i i i i i � i i i i i i i i i i i i � �i �i i �i � �� � i i � i i i i � i � i — — — � i —i i �-- — i—I i I---f— �� I I — . I _I I _�I—. . I .T I I �— I -- — �— - � — -- � --- — -- — —I— -- — _ _—,—, � — PLANNING/ZONING I I I I I I I I I I p — I I I I I I I I I I I I I I 210 – ,---� -- _– �I– -----r ' n� – – –�--�– —�U � --- – –i--i– ; _ _-�– i– -�_ – –;– i—i--- -- __ --i—i –�- – - 210 ALL PROFILES T 0 T lE T 0 CURB RAMPS j � � � ,, , � ,, ,, i FIRE URBAN FORESTRY 11 12 13 14 15 16 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra _ 0 I �0�,_�i„�_� ,4 C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I - � c o, � � � Q � 0 O � 0 � � � � 0 , � � c 0 � a� c � Q c � m � z � N � N \ � � -WB4- PRC Sta. 10+38.04 - B3- PT Sto. /9+97.76 �-WB4- ' PRC Sto. l0+18.24 � -I�B4- �PC Sta. 10+00.00 � O - B3- PT Sta 17+54.57 - B3- PRC Sto. 19+73.80 � - B3- PT Sto. 18+77.18 � w �ou�s A. ��soN & -WB3- PC Sto.17+33.2/ O - B3- PC Sto.19+5/.37 ROD EY . ARIO I = N I� M N GEORGE A. GLAUBIGER � O RELOCATE EX/STlIyG X � �1� w '� POW ER POLE O � � ERIC H. JOHNSON f GEORGE A. GLAUBIGER II ��� W � � � 350 �' INSTALL S/DEWALK - B3- PC SfO. 18+53.98 � PO o0 � GUYW/RE / +4 f J � � + 17.00' LT = Z �F�,y� 12.00'i i+ 4 I �� � Q (� pWE p E p '� � 4.50' LT /7f00 f B31 18+00 f B31 /9f00 f B31 /3J7' LT �' � �' 9 69.6 f B31 � F _ �E � E 9.00' LT 9.00' LT 9.00' LT / � � T � 19+7/ l B31 l v F _- _- I - � � r�E� TCE-_ �'� , ` � _ _ - �l- TCE� 8.99' LT � , I �Q' - - - - 8. �l O � ---_ ___T�E - TCE- -TCE T E TCEF TCE TCE TCE TC TCE TCE TCE T�CE TCE T E TCE TCE TCE TCE _ TCEF TCE T� ��'� � �� �-- - � 0 8 0 0 - - - - - -- - - - - - - � � � I "' 0 52'36'27.5„ - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - � - 0� � � � o E - B3- ' " � �_ -' � � _ - - - - W Q F - - - - - - - - - - - - - - - - - 50°09'35.0"E _ -- 8' � 8 N ' � ' - - _� ,� F —____ _____-- ——� 0 ' Q _—� c = � F C - - - - - - - - — - - - - - - - - - - - - - - - - - — , U i� � ���,,,: � � ,�, � - � � � �viB �B �4 F F � , � � �5 � % aERN a��� - - _ Q � � 30'R �;� —G— — — — — — — — ` 6 �z^ PLASIIC � � BST \ RETAIN � � � I �'� O -- _ \ TOUR � F\ � _ I -- - - / 3501 O I �LI -- - - Z -. �--. - CONSTRUCTION NOTES Z �. V T/E PROPOSED 2-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A Q ��, , � TO EX/STING CURB & GUTTER �(SEE SHEET 2-Cl � _ �Z F TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 __ _ � � 5/DEWALK 0�SEE SHEET 2-Cl � -� �CONST RUCT �ULT l-USE PAT H CURB CONST RUCT CURB R,4MP PER DET A/L R-2 RA��-�P fSEE SHEET 2-GJ �� (SEE SHEET 2-CI � �' r;';:6,�ri� NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT CONSTRUCT CURB RAtiIP PER DETAIL R-2A �350 `RETAIN ��� 6. UNLESS OTHERWISE NOTED (ALL SHEETS) 4❑ MEANDER MUP OR S/DEWALK AROUND POLE �� fSEE SHEET 2-CJ _ NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 � u�=�,�7,y�; NEW BERN AVENUE NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5a /2 �V(S )=243.8�; AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR �SEE SHEET 2-C 1 (SEE SHEET 2-CJ �R`� '��N��°243•4 ` BE ADJUSTED TO GRADE BY UTILITY OWNER �Z � --- ---- NOTE 4: SEE SHEET 2-G FOR CURVE DATA 6 CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS �, NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ❑ ISEE SHEET 2-CI ❑ fSEE SHEET 2-CJ _ - "O �' SYSTEM IS TO BE RETAINED �. � NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS a CONSTRUCT CURB R,4MP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON - -- - - - - - OTHERWISE NOTED fSEE SHEET 2-CJ i i i i i i i i i i i i i I I I I I I i i I I i I I i i I I � i � i � � � � � � i i � � � � � � � � � � � � i i I I i i i i � � � � � � � � � � . -. �.- -. -. - � - --- ---.- -. � - - .-.� -.- -.- —. . _I I �— — � --- . — . -.. . . -.- -. � I-. � - - . -. . 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I I _ I- I_. ! !-.__ . 1 I- _ _ -_ _! __ I-._ _- -I!- -! - - !_ -- --- - BEGI GR DE i i ___' ._ _._. �_ i_. _._ _ iJ_ i i i i i — � � -W B4 - ST A lD f00°00 i � — _ i _._i i i i i i i- i i i i i i i i i i i i i i i____ i i i i i i i I I i�. �..� I I I i ii I II .. �I 1 i ii II �_I- � i i I _�-i _i i I 1 P l = 1 8 f 5 �. � � I i _i_ I i I - i_ _ , -- _. -_ i_ i �- i I i_ END GRADE : � I i—i i i ELEV = 256007' � � : � � � � �I -_f � I I I� I--- I I . � � � i_ i i i i ; �— I�—I� --I 2 6 6 � I �, -- I, i, - � -- �� � -- �� �� �� � � � � EL _ 26/.95 -- ,�� �-�_ � , � _ _ + � � � 2 6 6 � � � � � � � �_� _ i �__ i i � i �___ i i�_ i_ : � i_� i i___ i i ____i i i_ �_ i_ � i i VC – 60 �__ i_ ___� i i. V�/B3 STA /9 97.75 _i _ i i _i ___� i i �___ � i_ i_i i i i III � I I � I I I I � _- �_I _ I I �� � _ � ��_ I� I _ - -I I � �— - � � I I- I I I I I -- � _ _- � 1 _ �_ i . . . . . . . EL V - 256 77 _ �-�i i i-� � _ �_� i �- — � __� i— _� �_ __ _ ��_ -� - _ _i� -�� -� �_ i i _ _ �- _ � _ i _ �_ i i Pl = l9 +30.00 E e -� � i . i_ _i _ _ i I_i i - �_ _ �_� _ _i i i_ ��i i�i ;i �� i, i i � i i � i i i� i� ii� ��i� i � � ii �,� � � �.� � � ii� i� EL = 258.62' � i i i �, i i ii i ii i� i i �i �� i i i i i , i � � � i � __ i � i i i i i i i i _ i_ � i i�_ _ i i_i_ Pl = 10+09.00 I_i_i i i_i i � i – -- — _ I - _ I _I __ I I_I._I _I_I _I_ I_ I I ! I � ! I I; i i _I _l_ . VC = J��� I. i !- - � I- I _ . I I_ I I! I, I I _I_ 2 62 '� f � '� '� '� '� �� � �� � � � ; �� �� '� i � ,� � � � � � �- � � � __ '' �' � , � 2 62 2 60 EL - 256.29 ��� � � � ' r 2 60 . � . �_ . _ -� �_-_�__ � �_ ._. �_� _ _� �--- -! ---- - - -� _ � ` ` �T � -�_-- ----_. I_�_ _ _ I� . _ _�_. _ _ � � �_ � I- �-�-�--- - Pl l0 64.00 � _ . I : � � -- I �- -!- --- - _� I -- I , ! : _I_I I _ - i - � I I I I_ . _ !_. . I I I I . _ -. - f i– _i– ---' --!;�E --- –! ---�–� I� E �i i�i_ � , . _ I E– i�= _'– _ _-�----� � –!--- _�- � � ��5 � � :-:_ -` i i_ i i i ,—� i i__i ' �._I EL = 253.29' – -� . -- ' �'-' � � _ 5p , i-- I-- �- , - i i i i i i i . � i i_i � i i_ __ � i i- i i i — — � � i i!! � i i VC = 50, i i I I � — � � � � I_L ---:_ , I. I I_: � I J ! I � I.. I ! � � I. i I I ; !_ I ! i I I I I 1 I I I I_ 1 I I I I � � I I I I _I I_. _ I__ _. ��� I �___ � I I I_ , �' I_I_ �_ I_I �I 258 � � ' _ �, � �, � _� � _ � � ' _ ___ ' � � � ' _ --_,_�--� __ � � ', ' '_ ' _� - ___._ ' - - _ �-�2.�338i _ _�� � _ ', ;_ 258 256 �-�54��� � � � � �= 256 �_- �_ � � �___ � � �_ � � � � � � � � �_ � �__-_� �_' __ ! - I.. I � II. �-1 Ii � ! I �.. � --___ � I-I � ��— _I_�. � �_� __i�_� � — � — ! � I ---� — _ ��_ _ � . � � � I � — . _. — - — - J-� --�- --. __J I I L. . I I �I_ _ �_ u_ I _ J_ � I I--- i, i�i i i� i� i i i, i i i � i i:�i ii� i � i:i i iii ii i ii�°- i�-i-- i i � f , i__', +)24782� �� � d il � i l i � i i i i i � � � i i i i i ;� i i i i _�. _ i i - ( • � -10.4800/ - -- I I, . I I ! I I I I I I_. I ��� . - - -I_ l _l_ I I I I_. _I I I I. _I _l_. I I I I I I. , , I I f { i I i I �_ i i I l_� �1 i�i I � i j i i_ i i_ i � i � �, i � i i i � i I i i i � i i i i i _. 254 ' � , � � I 254 252 _ , 252 _�_. �-_� _ _-�___�– .– -- – _.�.-- –.--- i i_ _ � __ _ _— __ _ -i _ ._. i . i_ _ . — _ _– --. i —_. _ i _ _ i _� __ – -- – _. _ _ __ ._.� � . _--:– -i �- _ _ _ _ _ �– -� �-. _ _ : � i � _ _–: : _i _- - --�� – –��-ii –_ _ ,_ i_ _I–. .-- – _ -�-- _ i � _ , � i - , , I _ �- _� –� – f -- –.– I-_ – i , � � � – ,– --i _ __ _ _ _ _ _ –_ _:_ __ _ _ i– _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ – – --- – – --- �- _`-I_ . . i i _i i � � :i _ _i i_ ..� � � � —i _ i i i i _i _ ._i i _ i__i � _ . i i � � i i i i i .�_ i��. _.� i__i . �. _ _ �. _ _ _ i i i _ I_ � I I: � _I ' i i� �__ 1, l_! __ _!-i I_i_ 1 : l 1 _�_ i i I_: _ I � 1, 1_I_ . i I ! I I II I li li II I I I. li li ' ,' li II i : : � I I I I i I I I � I � I _ � � _ I I I I I I I I I I I I I I I i � I I I I i_ I I I I I I i I I I I I I � I _ I I I I_I_ I i I I I I ' I I I I 250 � �� �� � 250 � ��� � � � �� �� � � � � � � �� � � � � � � � � 250 248 � � � � �� 248 � _, � �_ � _ �_ - _; ��_ �_ __� �_ _� �� � � _ � � _! �_ � _- �_ _�_ _� _� �_ � _ � � � �_ _ � � _ _� �_ -_� _� _� _ _ !_ � _ �_ _�- �_ �___� _� _� �_ _� _ _ � � �_ _� -- — — — --- ---I—j � � � —_ _. . .—� —. . —�—.. —� I — . �I—I — � .--I — � I --I-- � -- �— I--- —I— — � — I—�— I — — !� �---� . I— --- —�— -- �-- -- I— - �—. . _ _ _I —�. -- I �— —� — —. . �— — —I—._ I — � — II —I -- � —�_ I —I--- _ � �.-- —���. ---._ —�� LI�— —. — � �. _� _. � --�— �. ��_ . � — �—.. �--� _�. , —� :_ _�— ._ , �. — — � --�— — �— -- . — � — �— — _ �� II II !I! I I I�I I I. I! I II� I I I I I I I ' I I I I ' �� � � I � I I II II I I � I �__. _ - „ _. _ _I -_ i I I I_. _ __I I {__ I . -I I _I I _ . _ I_ -_. _� —{_. _ I I _ __ . . . . _ . _ I I i I I I I I I - - � -. i- i - i - --i - - i i i - i_ _ _- _ -i i I i ---.. i I i �_ - i i_ - i - - -- -:. i I -i - - -- . I . i i I I 24,6 � - - ' - - - - - - - - - INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL �p% . � ' � 2 4 6 1 _ _i - _-i - - -��i _ -i __i _ _i �i_ _ _i_ _i- � . i-�- �� i _ -i__ _i_ _i_ _ i_ i—i- 2 4 6 2 44 -i 2 4 4 I �•"O ♦' I I. I I, I I I I I I I I _I I � I I I I I _ I_ I I, I I I I I I I I I I I I I I I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION �'i� _ _ . T� —T �-- -, � ;--- - , - ----- -, - - � ; - - --T ° --- - , -+-�- — - -, � r-_ i i � � i i i i i i � ' ' � � � ` I — -- — —1— ` ' I ' i — — —' � � � I -- All Construction must be in accordance with all Local, State, and T � I I i � � �� / j I � I I , I I _ _ _ I I � � ' I Federal Rules and Regulations. : I . � _ I : I I. � `+. �� I_ I I � _I_ . : I_ : _I. 1. _I � I_ � I L+. I_ . . I I 1 l_ : I I ! ! I . ! I ! _. I � �- I I - --- - -� - � -• - �-- - -. -. - - _ _- - - -• - _. .- - - - I I / ��. I I- I- I__I_ I- � _. I_ � _ I ___ _ .__� _I ___I I_.___I._ � � I_ I_._ ___� I I_ ��_ I � I �I_ _ I I I I__ � I I_�._ � I� I I._. I_ _I__ _I_ _ . . ._ __I _I__ ._ �_. . _� I_. I_I_ I._ ___II_II _L �_ TRANSPORTATION FIELD SERVICES 242 _- �� � � �� � � 242 � �� ��� ��� � � �� �� � � � � � � �� : � �� � � � �:� � � � � � � � � � � 242 � � � � � – � �–i � _ _� � � __ _�_ �_ �_ _ u_ —� _ _- i i _ i� i � � – �_ ����__ �_ -__ _i _i_ �_ i � i i _ !�_ �_ —� _i i_ __ i_ _ i_ _ i_ _� __ i _ _i i_ � — -- — — — — - - — — - --- — — -- — --- --- PUBLIC UTILITIES — � I —I �I—I I �— —.— I—I �— --I— I— — — --- -- . —I—.. —� I — —�I—I _ � � — � I� ,�—�—�--1-1,-- �— I. —.—. .—�— — � .—. � � I — — ��—, � . _—I . �— --I— —�-- —I �— — — �— - --- — — — —I— _.I _ —I_.—.—_._. —� . —. ��� I I—� LL�.— —.—�— �---� �— ��—.— —.��. —�— . .—�� LI�— — —. . � . �— ��—. — �. �. �—. _— — � l— _�— � —�. — —� -- . �—. . —�� :-1_ �—. —:— � — I I I I I I I I I I . I I I I I I � � i � I I I I I I I I I I I I I. I I I I I I. I I I I I I. I I I. I I I I � I I I I I STORMWATER _ _ _ I I _I I ! I I I- --I.- �I - -�- - _-1 !_ _ - i _I_ i -�- - � -I �- � - � � j � - � - � � - -� - - - � - --- -- - I . - -!I - . II -- - i - , I I i i i f-----i-1 i I i � PLANNIN / ONIN I I I I I I — p — I I I I I' I I I I I I I I I I I I I I I I G Z G 2 3 8 - , 2 3 8 --- - � ___- --r n U .3 -�--; - _ �__ --- - -�- -�- ; - _-;- ;- -;_ _ -;- ;—i- 2 3 8 ;- --i—i _r _ _ F�RE ALL PROFILES T O T lE T O CURB RAMPS i i i i i i I URBAN FORESTRY 16 17 18 19 10 11 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-Horn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra _ C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I 0 I �i_l�,_�i,��-� i5 � �) �^) � � � � a � � 0 � 0 0 � � � c 0 � c 0 � a� c � Q c � m 3 � z � N � N \ � - B4- PRC Sto. 12+87.52 -WB-CB= PC Sto.10+05.00 � �` - B4 - PRC Sta 13+08.90 %'� L � L -� � �'� � i ,���1 /' , „ - B5 - PC Sto. l0 +00.00 � - B4 - PT Sto.13+29.70 a� �{ J S 3° 5l 13.6 E �� - B-C8 - POT Sto. l0 f00.00 � -�B4- POT Sto.13+92.94 �, ��,� � ,��,,, AMER�cAN ��� �, �, � � � CRO�S ,� -� CLARICE D. ATy�ATER & � % '�i�j, � � � HAROLD E. DANIEL � ' /�/ �9i '�` �� THE AI�ERICAN RED CROSS �,� /V � �' � ; ��/ �� �� ���P � EDj�IN R. syyANN &�IIFE PAVE EACH S/DE OF SIDEWALK TO �/���j � � � T/E /N EX/STING ORNEWAYS fTYPI `�y,�,o / � O � MARY B. 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I_ _ --- : -- -- _ � i_ _ - I.i EL = 255.43' -�_ -I i i -� : i I i i-� � VC = 20' _ . , _ � � ;----� � � � �_ i i _.. �� _ 30, _�_ ; � �_-_,_ i__i �-_��-- ._ i � -_� -� , i i - -_�� - - i i _. �- _� �_ � _.�_i i_ PI = 12+08 00 �-I--I- _ _ i i i i i i � i i �. � i i i � i i i i i i � � i i �� , . Pl = ll +37.00 ��„ ��; EL - 252.46 � � �� ��� _�' � ; i i � � i � i i � � i i i � 256 « vc - 3a vc 80 ' b588°�° .`, r-�,.003s� I I I 256 -; i� �� _j : i,- _ � __ � i �_ � i_ __ EL - 25/.69 - � i i �� i,_ i i � �� i _ I i i ,_ I _I_ I ' , '- 240 ���� 240 —�-- --- — - _ � _ c +�5 — — � �, ----! ------ — — — — � . — — — — — -- — �-- --� _ __ — — — — -- �_. + � �_ i �� ��� _ `_ J8 � ___ i i i i i � i ^ ( —J0.4 ° — —�--- � - .— —=_�i=—= �—i— —_ ; i � •33 ; ; _�_ _:_ i :-:_ _ -- i i-�:�- --i-. � --- —.— —: ------ �-- 800/ � , I � � O � � � � -. -- `_� �- � _ �`� � i i i � i i i i i � � i i i i i i i i i BEG/N GRADE �'� � � ' � i i_ i i � �_ o- � � _ i �_ i _ �_ i - B5 - ST A l0 +00.00 �88� (+)1.0782/ T i� i i i � � I I i � �� i i � i i �� W . 2 52 � � � � � � � �--- � 2 52 -- � i �i '� - i �-_ ', - � � � � i—� --� � � �- i—� -� � � �- 2 3 6 ELEV = 244.70 2 3 6 �, � � �_ �- �_� � � �_ _ �_� � � � � � �_� T/E TO S/DEINALK �/ � � � __ . �. �. . �- I -� . I . I . I . I �_ � i — �B`1' I � _ _ I_ � _. J_� �- _� �_� �_ -� _ i �_ ; �_� � � _I I �- J_� �- FROM -W B -C8 - �_ �� i � � i � � � i� � � i i i i � � i � i � ; i i i i i i i � i_i i �i 11 12 13 14 ' � - � -- ' ' � I li I. i I �i I �i li . li . �i I i i 2 32 '���� 'r 2 32 i i �_ . . . _ , �- -- - ��_ _� - - - _ _ _ _ _ I� __ __ _. _�. _ _ ._ _. _ -_�. _`_ _._ _. -_�� - :. _. _� i_ _ i � i � � � � i � i i � � � i � i � i � � i i i I- -f- I� I I I I I I I I I I I I I I I I I I- I-I I-- ��I- 1 � -WB5 - � �I , � I i I� � � I_i_: � �_ � i_ i i__ i i i: __ i_i i_i_ i _i 1 _i_ i BEGI GRADE i i i i i � � i i lil Ili �II �I �I ili I� � I I I � � _I II III III I I II II i _� I I I 1 I � I I I I I I I I I I i l I i i � i i � i i i i i i i � i —UV B—C8 — ST A l0 +05.00 i i i i — i i i i i i _i . i i_ I. i i I i i__ i i i i i I_ i _: u_ -1 i�_ __I i_ _i i� i i_ I i _i i_ i__ i_ � i_ __i I__ _i _ i_ —I._ __ �_ _� i_ �___I_ _ i i_ _i i__�___� _� i_ _i __ _ _- '_ _ i i -i_ i- i_ i_ -i _i_ _� - _ i__ i i i i __i_ i i - ELEV = 248035 � i _ �-_ _ i i i i i -- - - - --- ---- - - ---- -- --- -- - - -. _. _ : ,_I _ -. . —1 _ _I- - —. _ I— - -- i - - -- - - -�- - - - --- - - -�- - - - --- --- -- - - -- --- - - -. _� _ � � � � � � � . � __� _ i-- TlE TO EXIST CURB _L—i __i— _— i --i— — -- I_ — i _ _-. _L _ �_� l- -- ----�---- � -- �--- ---- ---i __ _IJ� --__ —l� ��- — - l� � - - �_ �_ -�_I_ __:— � � �i � i � � i � � � ii ii �i� i i i�i � i i i i � i i i i i : i i �I I I II II I _ __ . . _ . 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BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I �� I ��_l�_ilrr`�-i �� ��) - B-C9- POT Sta. 10+00.00 � Ia S 50° 09' 39.7" E \ - B-C9- PC Sto.10+08.57 AI�ERicAN - B-C9- PT Sto. 10+4736 \ REo -►�85 - POT Sto.13+80.92 _' _ X i . , R - P tlf O c o s s N 40° 56' 01.6" E B C9 C S o. 0 98.68 THE AI�ERICAN RED CROSS - - PT t l�7 I -WB-C9- POT SfQ. 11+4/.l9 ! 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CHL - - � / � %` _ I� \ 5" CONC MON0�/SLA/VD I �SURFACE MOUNTEDI -- F _ � i �- � RETAIN � .` - _ - - - - - - - - - - - - - - F- - - - - - _ _ 5„ PR/�ATE - F REMOV � S/GN � C�l _ �I'a:i - - - - - - - - _ _ � _ _ _ - - - - - - - - . ,-F � � a EXIST 1 RCP � W BJ�- 8' ��\\ i - REMOVE 1 �g„ RCP-IV l� � 8' 40° 56' 0/.6" E ti�� �` REnnovE �� 4-= Exisr�Nc , � � ?� _ - - - - - - - � � � ._ ,. eus sroP � � W � -t,;_, _ - - - - - - - -- - - - - - - „ - _ � EXIST 18" RCP � . , f' � 2.5' _ � , _ _ - - - C _ - � V Z � _ _ -- - C ' - _ � 25'R - - - - - - - 18�, RCP-1V �3 � � lwll _----- �- - 3701 8 25'R 6' 25'R Q - O 1 �s" RCP-IV /3 6' � lv � 8:/ 5 5 4� 370 a 2.5' S'R � � . . -- CB _�B_C9_ 2,_6„C&G CB 370 D' + O � � ,s�� RCP-III 3�o N 40° 56' 0/.6" E Q CONSTRUCTION NOTES � � � � TO EX/S�NG � RB & GU� ERGUTTER 8❑ SEETSHEET 2 B)RAMP PER DETAIL N-3A � , - -- -- - m - TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 � - � 5/DEWALK 0�SEE SHEET 2-Cl 1 '� E� ° HACK�3E�R' W � CONST RUCT �ULT l-USE PAT H CURB CONST RUCT CURB R,4MP PER DET A/L R-2 z 6� 6n CR.MYR � a RAI���P fSEE SHEET 2-GJ �� (SEE SHEET 2-CI �! CR,MYR �R.MYR U � �!� MYR � � HACKB•ER��" '� �-`; NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT 4 MEANDER MUP OR S/DEWALK AROUND POLE // CONSTRUCT CURB RAtiIP PER DETAIL R-2A �,J`; UNLESS OTHERWISE NOTED (ALL SHEETS) ❑ ❑ fSEE SHEET 2-CJ ~ � � NEW BERN AVENUE NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, a (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CJ __ ---_ -- AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR BE ADJUSTED TO GRADE BY UTILITY OWNER NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ SYSTEM IS TO BE RETAINED NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS a CONSTRUCT CURB R,4MP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON OTHERWISE NOTED fSEE SHEET 2-CJ i i i i i i i i i i i i i I I I I i i I I i i I I i i I I I i i I I � i � i � � � i � i � � � � � � � i i � � � � � � � � � i � � � � � � � � � � � i I I i i � � I I i i I . -. �.- - ----- � - --- ---.- -. � - - .-. I . _I I �- - � --- . - . . -.- � -� -�- -- --� - �- �- � -� � � �-- �- -. . - _ - -- �- - -- � - - � _�_ � �: � , -,1-.� � -- � - -�I I � I__ I I I � I I_I- I I I_I_ I _ _ I I- -I _� I I_. �� �� �� �� I I_ , - ���� �� - - -- -! i I I i! I._._ � -. , � - �-�� I � i � � I � I I � :-- : � - _- .-I. _� I-_ � ' _ i_ _ -- � i , - -� I- T- .�. :-. _-: :_`-: -- --- ----• - � � i � �- � � � i.. _._: _.�_ _`. . _ � � i _. .�. ._. - ._ _. END GRADE i i BEG/N GRADE i i i_-i ___i i_: i i i _i i i__ i i i i __i i i i i i i i i �I__i i i � i i + � � � � � � Pl - 12+00.00 I ��` �, � � i �i �i_� i� , , �, _ , � i � � -W B5 - ST A/3 +80092 � W B-C9 - ST A l0 08000 � � � �-I �_ �i _ �i � i_ � i i_i - EL - 234.38 i i i Pl = 12+60.00 _ _ + _ ' ! ELEV - 23/,32 � � _ - -_I I �- i-i __I VC - 20' Pl l3 20.00 ELEV 231.34 � 240 . ��� - - _ -��� �� 240 � � , . '- � � �� � � � � � � �� � Pl = 11+30.00 Pl = 11+75.00 __ �� �_ �� EL = 235.22' �_ _� ,�� EL = 235.52' �__ �_� �_ _� � �-_�__ �� END GRADE �� � � �_� � � �_ �_ � ---- -� EL = 233.6/' , _ -_ I� VC = 30 i , _ i i_ _ i - � __-i . i i �,J _.� , _ EL = 234.5/ --� - --!� - -�- - . - V C = 30 � -_ _ _� i i -. - - -W B -C9 - ST A ll +36e19 i _ �-_ �_� _ _i i i_ � � 8.,�3� e � � �C = 30 �C = 30' � � � � � � i � �l i � i i � �: � � P� -- /3+65 00 � � � � � Pl - l0+16.00 � �' ;'! i ELEV = 226.68' � � � � i � � i i . �i_�_ �� �� � � i� � .��I_,i ��, iii ��i��� _�_ � EL _23/.77 �i EL_ 231.38' j_ - � - -� �� �� i , 236 ' . � _ � vc - 30 236 �� � � ' r � i . �� � e , � +10.5000/ _ e -- - _ Pl = l0 +42.00 _ _ i-- - - + - - _- - i-- - - -- ! i- - Pl ll 02.00 i a ! _f �- , . ` ( +)2.0000/ � �0.5000/ � +)1.4000/ _ _ _ . , _ � -- -! - EL = 230.73' !- � ,I_ I ` - � � ` ,_,_� _! i-i i- �' C = /0' _ _ i-_i _i_ _ , _ -. °� � �� - �, � VC = 258.79 i-- i �-i i-� i---i i � L � 'i- - i �i i i_ �-r-� � i �_ � i � : i i �_ J8,,3 �-�2.7p00% '� � _ �� - - P� __ ��+3/.00 -i --- --- li-li _- � � _ � _ � � f {- -� � �; ; � � � � � � � � � � � � i ;-�--- � i, i, �- `� O� � EL 227 /9 � i � � � � � � 2 32 °° ° 232 232 r � e � � � � � - . 0 2 3 2 � __i i i �_ i i -! �:_i i �_ �_ _ �_ i_ i: �__ 2.506 o �_� � � �_�_ �_� � � � � � � � � �_ � ' 2/ '' � � VC - l0' � � � �_� � � � ii� - - - - - - -- --- - - , - -- ---- i_I _. _ . -�_ � � �_. � -I _ I� I I I I � I ___ I . I - I -- �__ � _ _I I - I_ I I �J I i II � � _._ _ I _ _�. � �_� __��_� � - �-� --u -- � _.� I � �_ _ _ ��_ -I - --�� -�� -I �_ I .i ,�- - - --�-i- �-_ �- -� - _ _ _. . � � -J3 � - �_� �_� - _i � �_ � �i � � i� ��i � i� i� i � i, i i i i �i � i�i i �i � � i �� ii� i � i.i il�l- iii r 1- e .2352% � i� �i � � � � �il 1i iii i i ii ii . i_ ii i i ii i i i i� � � (+)0.8023/ _i i i_i i� , I I I. I I I _, i���_ I� � ,. � II _i_ ___ �_�_ . -- II __ � I II _. _II I I I. II__ II i I i I i r��J�'. e i �I I : I I 1 I� 0 228 � f � i � �- � � f �_ -i � �__ i 228 228 � � � � � 5//p� � � r 228 � _ �l- .-_i --i-- � i i � � � - i- -- _ -�_�. _ i _ _ i_ i i_ _i _ i_. _ �_ . _� , i__ _ i i_i i__ � _.__ _�i --._. _._i_ , . _ _-�_- ---- - ._.� _-- - ._.� �._._ _ . _. - i I _I �� I_ ! I , _ .I . . ! _-� -. . . _ -.- - --! - -!.-I � --. -. ,- � !- -!-�. - _ - �-- - c I_ I�I i-l- - -I_ - I -- -- i_I _ I_ I -,.-.�- -f ..-. I_ _I-_-I . �,._.� _�_ _.�_. -- I -� _- _ . . � -I 1 _ _ . -I. _I- _- _ I I_ - - , � � I ' � _ , - --- -II_ � I . . I I I I � � .I - -� I- . . 1 . I_ I- -I i . . I I -I _ I I I I -I _ . I I I__I .� - . 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BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 10 ROADWAY PLAN SHEET � -- � �_ �I_j '� i 2 2 4 �� i i i - -�_��-' �-: : _:-'-'- -� I;; INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL 22 � CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORM WATER PLANNING/ZONING FIRE URBAN FORESTRY 11 HORIZ ���o�ECT, I�:� i� Li� PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T VERT (1 -� JCiG NUMBERe �HEET hIUMBEra �� I � ��_l ��i 1 i r`S '1 _, i' � z - B-ClI- POT Sto. 10+00.00 I S 54` 04' 30.5° E -W B-CIl - PC Sta.10+54.98 - B OClI POT Sto. 11+02.65 I 10+05.00 - W B- C l I- P T S t o. 1 0+ 4 2. 0 8 N 5 6 5/ l 8J � i N j� � � � �', ; - B-Cll - PC Sta - B- C l l - P T S t o. l 0 9 7. 6 5 ;� o � _ � ^ - B -Cl0 - POT Sto. 13+33.59 - B -Cl2 - POT Sto. l0 +00.00 ,:� o� ti� N I 55 35 24.1 , , _ �,,� , M �,, N S 5/° 09 53.0' E .� _,, . <.� ,, ;v - B-ClO- PT Sto. 13+28.59 ° Y& �c"r y�AKEV�E� �° - - - �ENrA� coNpoj� NiuMs -WB-Cl2- PC Sta.10+05.00 Q� 3 8o O B Cl0 PC SfO. l2 +86.47 RET AlN PRNATE a NE� BERN A�ENUE. LLC �AKEV�E� SOUARE S��N �` , ' SAINT AUGUSTINE'S COLLEGE OFFICE CONDOI�INIUI� -�B-CIZ- PT StO. 10+43.3J� v I � ' -J l� 51- _ ._. ; , . . . .. r I v � � �� � � � � x N ,I \ � � � _ B-Cl� - f C SfO. l� +��.�� � iv r� Q � � � , . , I� --. � � � � � - � � � � ���� ; � � � � � I� . „ � _ '� `� I W S 74° 43 46.9 E �- � ^1�1 � - FIP R ; EIP I "�' VO N�I � U � T B-ClO- POT Sto.10+05.00 ;. ° , �u � � ,, "� 15" RCP-IV �� �t-� � � � �REMOVE REMOVE � ������N :,� �' F i ❑� ��,.` �' F � ' P� I F - 0� � � �, =_ ; EXIST 12" RCP EXIST 12" RCP � \ ` � ', � _ _ _ _ _ _ - - � \ - B-CIO- PT StO.lO+�4.30 _F _ _ ---- - F ' F - ��-------- � � � \ F _ _ - - i - - - - - - - - - -_- - - - - - - - - � � � _ - p rv;�.�;� h,�r ,�; _ - - . _ _ __ � g� r 15" RCP-IV ::: ��7 : 8, _. 25'R •" g• - -- _ - i - � - - - - - - - - - , - 6 - .�,• - .. = 25'R .:: ? lv 35'R � _ <:; j •:: ,, p � . .:: -. :� _ = - - Z ,: � Z /, " 6.5' �5" RCP-IV 15" RCP-�v 2 _ 5, % i- - � � 5' �5 /3 /3 �5 380� 5' v � � � , 5 5 , 5 , I` v _ CB - B-Cl� - l6' DR CB 2' -6" C&G - B-Cll _ CB 2' -6" C&G � CB 2'-6" C&� /0 Q sso sso ' l�1 40° 56' 0/.6" E � �� sso N 40° 56' 0/.6" E �5�� RCP-IV u CONSTRUCTION NOTES � f � 5" CONC MOly,O ISLA/�D __ CONVERT OPEN � 4 (SURFACE MOUNTEDI THROAT CB TO DI � � I � T/E PROPOSED 2'-6" CURB & GUTTER CONSTRUCT CURB RAMP PER DETAIL N-3A 2 � SR 29l! NEw BERN QVE VAR BST � TO EX/STING CURB & GUTTER �(SEE SHEET 2-C) Q CONTRACTOR TO FIELD � � LOCATE INVERT RELOCATE FIRE HYDRA/�T I TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 � /3 18" RCP-III I � _, � 5/DEWALK 0�SEE SHEET 2-Cl 3809 - - - - - _ - --- - - -- -- -- ''' 5'R � CO ST RUCT �ULT l-USE PAT H CURB CONST RUCT CURB R,4MP PER DET A/L R-2 3806 � 38>> RETA�N � � �! ��� � 2G� 3810 � RA�lP fSEE SHEET 2-GJ �� ISEE SHEET 2-CI ��-�O �� ;� O i � � � � � q• RETAIN � q• q• 6• � CR.MYR /1/E� BERII� AVENUE NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT 4 CONSTRUCT CURB RAtiIP PER DETAIL R-2A I�-� -,�X �K�;� CR.MYR HACKBERRY HACKBERRY 6• UNLESS OTHERWISE NOTED (ALL SHEETS) ❑ MEANDER MUP OR S/DEWALK AROUND POLE �� fSEE SHEET 2-CJ � t"ION HACKBERRY HAC�". NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE � %' , � � � � � ��°,_; CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) CONSTRUCT CURB RAMP PER DETA/L N-lA CONSTRUCT CURB RAMP PER DETA/L R-3 �� �'' �5,� NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, 5a /2 ��' '� �j� � AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR �SEE SHEET 2-C 1 (SEE SHEET 2-CJ � 5'R BE ADJUSTED TO GRADE BY UTILITY OWNER "�= NOTE 4: SEE SHEET 2-G FOR CURVE DATA a CONSTRUCT CURB RAMP PER DETAIL N-2 �3 SEE PEDESTR/Al�l REFUGE DETA/LS �3 i' - NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN ISEE SHEET 2-CI fSEE SHEET 2-CJ SYSTEM IS TO BE RETAINED REMOVE PORTlOIy ' �`� NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS a CONSTRUCT CURB R,4MP PER DETA/L N-3 �� PROPOSED PED HEAD/PUSH BUTTON OF EX/STING MEDl,4N OTHERWISE NOTED fSEE SHEET 2-CJ END GRADE INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL � i i i i � i i i i � i i i ��} O I � I I�_I -�B -CII - ST A IO f9�.65 2 40 I I i _�_I i � I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION -- -�_-� � _i � �_ � _ � � � � � � � _._ _. � -i _ _� i � _ _I i_ I _ � ELEV = 233032' - - _�_ _ I I: I �_. I_ I I _ �-�_ � I I _�_ ;_ I _I_I I� � �_I_ I_.._. I. I �,_i � I. II I T I i All Construction must be in accordance with all Local, State, and � � _ I_ I I. _' � _ I _ I I _ � � ! I I I I � I � �. : . -, �. _-I_ , � I � � I. _� --1 I I I ' - �_-� � I-. i .--I - I I_ , - I- _ - . -. -. . - -. . _ - -.- -. . .-. �. , :- - - - . -- - p /� -- - -.-. -. _ � I I I I I I I I I I I I I I I I I. I I I I I I I N UEV� GRADE Pl = 10+79.�� I I I I I I I Federal Rules and Regulations. - - - f = � - TRANSPORTATION FIELD SERVICES : ll TA l B C S 0 08000 i i i � i � i ��i ii i i �� ii � i � � �� I/� EL 235.22 � � i ii il lii I i- �I � �� I il i il �_ �� I� �i �I �il � � �, i- �_ -- -i i__ ,_ i i i �-�� _�_ - i_ _ _ i i-- � i_ _ i_� ELEV = 232069' V C= 23' �� i_ __ i_. i � I I ��- I I ,�� I T 2 3 6 2 3 6 I I I I I PUBLIC UTILITIES I I I I I I I I I I I I I. I I I I I I I I I I I I_ I I I_, I I I I I I I I I_, I I I I I __ _ �_I _ _ ------ .. II �. � I I. .. . I II � � I � I . . �. .� �. . .. �� I.� . . �- . . I. .I I I. .�I� �. - -. �_ II I ° I . I. � STORMWATER �-�� �- � � -.�-I � I- -. �.-_� �- _I �_ . - . .��-. -1 . -- �� -.��_ -1 �_ � I �- - - -.-��. I I-. �_ - � �_ � � � _. � ��� ��1� �� �l ���� �� � � � � � t�1 �� �� ��� ���� � � � �t ���� � �� � � � � � ��� �� +)3.5626� �-� �-� --i i �� � I I I � I I I ' I I ���I I � � I���I � _� � � I i I I I I I I I I I � I I � I_ ' I I � � � � I I_I I PLANNIN / ONIN � � ��� G Z G I _ � _I_ I I I I 1.. I I I I 1. I I.. I - 1 I _I __ I I_I._I _I_I _I_ I_ I 1 _I_I __I _. I_ . I I I I_I- _I_I �� �,/ � I I__ I I_ I _I_ I� f { I� I I I I I I� I I I I I I � i I I I I I I I ^�^' �- 95�% ^�^ I I I I i� FI RE L L o L L II . -L-�- . -. -I I. --�----- I_ .-. �-� - � �-�--- -I ---- -I - - � ---- � - - -- -- . -.-. -- - - URBANFORESTRY I I I_. �. �._ � I �_I �I - I I_I_ � -. . I.- I I ��. I I_ I T I i i I I -I � I -- _ I � -�� ' I � � I _I I - - - - - - - - i I i � I_ I- E �- II --I-II-- �i ---- -�I ---II-I-.�II f � I�II I f l' � �� � �� I I I I I I I� � II II I _� I__ I,__ � II_ I _I_ II_, I I_I ._ I �_ _i � i I I� II I � LJ -�ll I �� --I -I--I .-. -I I i I- �- � -� .-� - � � ! � I I I _ � � f - {- -• i �I I I I I I I � . �. . . I i I I I i I I il II il II II il _� il - II il i_- il I il I II _ il I I !I _ j_ �I I � � �I II � I -. � i I i � i I � I _ -_ _ �-_��- -I i i I i I i i i r--�_-- i i -- 1- I-1- I i I I I- i-i -1 I I I- i i-i _-I i i I-_ _i-i i ' I I I I I I I I I I I I I. I I I I I I I I I I I I I I I I. I � I I I I I I I I I I I I I I I I I I I I I I _ii_- � - �-I --� I- -: - �_ � � �_ : -- - � - -� - --j � - �- -� -� j -�- - _ _ -�_ -- -_ _ �-- I i -_ _- :_ __ � . i __ �_ _� I . i i - - �_ _ _ � ._ -_I . i _ I_ �.__J I I L -: _ _ _ ��- -1 .- --1� -.�J -1 �_ I .j i�-- - _�._j- �- � - �I-�_ � � � � � �_� �_� - -_I I _. J- �_� � I I I - J_� �_� - -I I _. I_ -�-i --�- -- i I I i i I i i i l i i i l I i l i I: i i l i i I I I: I I i i l� � BEG/ GRADE _ �� �� i i � i� i i i �i i� i i i i i i i i . i_ i i i i i i i � i i i� � i i_i i i: i_i i i_i i � _ , i i i � _i I I I ! _i_ ___ �_�_ : -- II __ I II _. _II I II I I ! II II 1 � I� II . II i � . I� : EL B Cl0 225.46 /0f08d00 _.�_i i i � {_�_.� i��_ � �, ��__ i� Pl = l3+18.00 � � � -- �, � ��� i�i i �� 236 236 248 248 _ ._. � _.- _._ -. _ ._. i . i__ . - _ _---. i _ EL = 232.48' i i_ _i _ i_ _ i_i _i , i i-- - i�- _._ _._i_ __ �_ _ ._.� . � -- - ,_ �_ _i �. , , _ , i _I i i i i i i � I � _ _- -,-- -- _,-_-,_. ,_ _ _- - - - -,__ _ _ _ , -_. _ , _ f --- r---- �-� �- I i.-i- �--! I �_ � � � �__ �__�_�_. �_ �_ VC = l5 �. �_� �_ BEG/N GRADE _._ Pl - l0 95.00 __�_ ._: `._. - _ _ _ ._ _ _ -- - --- _ ._ i i i i i- i Pl = ll +60.00 i i__i i____i _._i i i_ _ i i i i � i i i �� � � i i i i i i i i_ i_ _ i -WB -C/2 - ST A l0 +08000 � EL = 240.03' i - 00 Pl - l0+12. � � � � EL = 226.64' �_i__ i_i i_i_ i : i � _i_ i �� � � .� i i i i ELEV = 237e50' � VC = l20' i EL = 226.05' i l i i i � �ii�_ � �� �_ _�_:�i i___i �. _ , i i � i � � � i � i � � � �! i � i i � i i-i i 2 32 , � � � � � � � � Vc - �To � � � � � � � � � � � � 2 32 2 44 � �- � � , '� '� '� � �'� '� � 244 _ , _ VC - l0 �- � - ! � � � !,- ! �,--- _i i� i i _ i � -1 - '- !- �- �- L- �- !---�-- i i_ " _�_ _`_ _ i i_ -� -_�_ ,-__ �---i_ i I I I I. I. I I_ _I I _ -I: C 1-�. :_------� � --- �- �- �---�- _� _�- _ _ -I � _ _��- �-� - I � $% . �`J6, , :- - - �- - I_. _ _�- - -� _'- -__ _I_�_ _� _ _I -� - I-- _-1 _ . _�_ �. � __ _:-.- -, . _ _ � ------ i - i--- -- - ---i ---��� __-- -«� � � i +)3 694 66 a i i -- i --i- -- - --- i_ ,_ _i-i � _ , _i- :-i - -, , I _ � � � � ii�� ii !i� ( 2S/ i i � i i i i i � i i i - . , i , : 1 - i - _ _ . JI , -._ . _! _. . . l _ _ _: _ _� .-:_ I ' I _ . _ _ _ I _ I 1 . i i� �- I_I I li - ,__ - -1 -- !I--- i �-- I_. . _ _ � i , � . ._ II ��_ II I __ . . I-- - - ---� ---- - -- - �_. 1-1--- _I-1 I , 2 2 8 `�-�- --j �- I � ,- ---' ;� , - -��-i 228 240 i- _ : i- _ - i- ---- _ -i-i __ �- �- e �+��.2289/ 240 l +10.4000% _ ._ . � : � ': : '--'-- - �� � ___.- , _� , �' ' � +)2.9161 / _ � �i r� i i END _GRADE - T _ i . -+-- i _ I _ - -- - -_ _ i _ � _I_I - - - r � f I � - - - - - �, � � _ _ � _i W B Cl0 ST A l3 33e59 i - - -- ---i_ _+ _ +- i_--i---- � - - - -i-- - � +- --i___i _-� � ��, � !_ i i i_ _i_ i_ :_i � _i i i_ ! � ELEV = 23/a47' � ! � i i � � � � � i i !_ 1 � -. i_� _� ---- ---!-i i a-�- !--�- �-� i - �----� - �__--� i I_ �� I _ l i �I-- ! i .-i _i-. __ i_ ---i -i-: - �_ -�-i- i-i---i-� - - -i- i-i --;-�_ -�-[---i-i_ _i_. � �� i i � i i i i �� '� � � � i i � �i � � � � i i i � i i i i i i i i i i i i i i � � i i i i i � i i i 224 p � 224 236 �--- -- --� - ----- --'__ 236 �D�� --�-; �i � ; !,- � =- - i-�i -� i ---i- -i -�- ! i i � -�--!i- -- - !-�- -�i --- i ' - !� i i - - i _ - �- i --i- --i--' -i � �- i -- !i- i_ �_ �- i i �i _i !- ! -- ---- --- -- �- ! -i ---- -i I__ _____ kl - - - - - - - - - - -- - - - - - - - __ _.-1-�-� �_-._._ -1 , _ _C _ _ I- --�- - -- - - - - - - - - - _ U_. -- - - --- - - -- - - - -- -- -- -- - - - _ _.�_ _ ._I: ._ I: _I_._ _.--�- - - -_I: __ -- l � �I � l- �:_ -.-1- �- --1 _�_ _�l � �_ '- _ l� _ I '__ J_ l- . � �_' � '_ I� � I_ __L i I _ _ _ J - _ : �- -� J - -._ _I_ - _ _I_ __:- C _ - J_ _._I- - � � i iii i� i i ii i� �i iiii i� i ii i i i ii i i i i� i i� i i ii� �i � �i i i i i i i i��i i i i i i i i i , _ Ii _II., �_i I i_ -_I- --I i i _ _ _II _I- I : � I -�1_ _ I T I I_ � I _I I_ I _ I I I I _ j -� ' j _ - � - ---- _ � . - -�I --- - --- � ' � �- _� I j_:- . � i i i �--- - i I i I i , i---� �� -VV B -Cl0 - � ; ; ; ;_ , _ ;_ _�__; � _ ; _ ;-�- ; , _- ;_ __ � -�-_ - �_ _ _ -�- �-�-_- -_ _- - -_-�-� � - -W B -Cl2 - _ � _�-� _, 220 - � 220 232 i- _�- i -i_ , i i i i-r-- -----i-i -� 232 ALL PROFILES T O T lE T O CURB RAMPS i i i , : 10 11 12 13 10 11 �r EFAr��� i�,i Ty� o�Fi��E oFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R OA DWAY P LA N S H E E T �� NOT «5� F�R �aNSTR���T,o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra _ Q �J I ��_l�_il�ri�=i C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I -- c � °� � � a � � � 0 ; 0 � � � � 0 � c 0 � � c � Q c � m � z � N � N \ � -W B -Cl2 - POT Sto. 14+53.78 �y N 48° 50 24.2 ►� PHAR�Acr ORTHOPAEDICS �JAKE PLAZA ASSOCIATES. LLC � - B-Cl2- PT Sto.14+46.75 '' yyEc 2000a-27 ��c �IAKEMED PROPERTY SER�ICES ��I 19�9 PG 192g - RET Ally S/GN��L- POLE I � ' �� ; �-� _ �' �° �' °� � � � � - - �'�'� �, a � ,�N ��, �> BST , � 2� � � REMOVE EX/STING � RE7"AlN EX/ST eus sroP WB Cl2 PC Sto. 13+99.74 ,� - - - - 4.5' S/DEW ALK � � ��1. s �09 2� � , REMOVE �� �� ❑j ❑ `� �� �NTEr-� �NSrALL 30' BUS STOP AND ,, RETAIN EX/ST ASPHALT � � -� . - - " TlE FLUSH TO PROP C&G , � � EXISTIIyG �RrH� � � I , � EiP \ -- —�- -. 5.5 SIDEW ALK � .��_ 5/DEWALK I lo �P �, yyoo�s �_ - , � � � , - � � �, , � - � I T•�� � i,.: , , 25R �_ �� _ -- � T F°� SPc,, _._ % 25 R - a � � � 30.�&� _ - - - - - - - _ _ F � I �BUS - F � ----- T �_- � � - - - - _ _ i I Sr��� i � _ �'r' � _ - � _ � ... — p - - ... 5 � — _ _ _ ❑ ,; _ ... � T , _ - - _ � :: � ��, � Ss� a - _ ; -;c� � - _ _ �o� - � � 2 � > � - _F- � --� — -- /0 � -, - \ - - - - - -_ - - 4 -, � _ 30' ❑ �oNE , � _. i � — � _ / - 8, � 8, � � `- � � — � / I _ ____- _ � , — -- l = 5, �i - - - � � � 5, �— � °�,P - I � I � v� :� �: - -}I- - - - � � 30,� - - � � I � 2' -6" C&G -�B -Cl2 - 2' -6" C&G 5❑ � � 111 4O° 56� OI.6�� E = I _ NOTE 1: RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (ALL SHEETS) � — I - I� — I NOTE 2: RADII DIMENSIONS ON SIDEWALK ARE TO THE NCONTRACTOR TO FIELD VERIFY � <� I CENTERLINE, UNLESS OTHERWISE NOTED (ALL SHEETS) � EXISTING PIPE LOCATION AND �� �� J � � - NOTE 3: ALL POLES, HANDHOLES, MANHOLES, VALVES, METERS, � COLLAR AND EXTEND TO � I � AND HYDRANTS TO BE MOVED OUT OF SIDEWALK OR � CONSTRUCTION LIMITS � i I - - BE ADJUSTED TO GRADE BY UTILITY OWNER NOTE 4: SEE SHEET 2-G FOR CURVE DATA � � I I �_ �� \ � j � NOTE 5: UNLESS OTHERWISE NOTED, ALL EXIST STORM DRAIN V� . B�_22 I C'G;- � SYSTEM IS TO BE RETAINED � ' NOTE 6: ALL SURVEYED TREES TO BE RETAINED UNLESS .� - -- - N � c� �', ��,', � I y I_ � I — - -- �- -- -- -- -- OTHERWISE NOTED O N' v ] iNv�s )2236 G ^n4.;, n 2e� l, -�n r^ � �voT BLOCK I coN� � �� �I CONSTRUCTION NOTES � iNvcN�1=236.° : NE� BERN AVENUE ; i ERSECTION � °��'J � I I OA ur ER � T/E PROPOSED 2'-6" CURB & GUTTER 8 CONSTRUCT CURB RAMP PER DETAIL N-3A � � - - coNc �st � TO EX/STING CURB & GUTTER � �SEE SHEET 2-Cl �1 - � - � RETAIN EX/ST TlE PROPOSED SIDEWALK TO EX/STl/yG CONSTRUCT CURB RAMP PER DETAIL R-1 � -- 1 - � 5/DEWALK 0�SEE SHEET 2-Cl U� MONO ISLA/yD - - - - - � i � 3 CO ST RUCT �ULT l-USE PAT H CURB �0 CONST RUCT CURB R,4MP PER DET A/L R-2 Q � ❑ RA�lP fSEE SHEET 2-GJ ❑(SEE SHEET 2-CI � � � _ RETAIN EX/ST - J-- -- "`"I I MONO /SLAND � 4 MEANDER MUP OR S/DEWALK AROUND POLE �� CONSTRUCT CURB RAMP PER DETAIL R-2A ❑ ❑ fSEE SHEET 2-CJ �-� �� I � I � � -l- CONST RUCT CURB RAMP PER DET A/L N-lA CONST RUCT CURB RAMP PER DET A/L R-3 �� - �: � � - -� � (SEE SHEET 2-C 1 �2 (SEE SHEET 2-CI � I I N " 1 �; I � m �, _ CONST RUCT CURB RAMP PER DET AlL N-2 SEE PEDEST R/Al�l REFUGE DET A/LS � � — � � 1 �^ G� �(SEE SHEET 2-C) �3 (SEE SHEET 2-C) � � �� I 30 C& _ n �,� �. �rn� 30'C�:G �ri_ir�P��l�!r, v��nri ��. r,� �- �._ \. a CONSTRUCT CURB R,4MP PER DETA/L N-3 fSEE SHEET 2-C1 O� PROPOSED PED HEAD/PUSH BUTTON 2�� i i i i i i i i i i i i i I I I I I I i I i I I i i I I i i I I I i i I I ��� �� �� � � � � � � � �� ��� � � � � � � �� � � �� ��� � � _� �� � � � ---; �- _. � � _ ._.� �.__ __ �—' - , _� I � � —_ _� I_ . � - _ _._ _i '_ � II_ � ' � � __�__� .__ _._ --_ . _ - � _. _ -_ . _�I -- - I----_�-1 _ _._. ,--,_ _'- _ ._. _._ _. -_ _� _ _._. � I_ :_-. �.-_l_ ---�--�- �-- --- I � 1-f I I I �� I I I I I : I � - � � __ _-I. � —==— � � � i � � � � � � —�_ — : i i —;—.�— -- � — —� ��— �— �_� —�—� i— i � � i . _.i . . � � : . � _ _—�_ , —i—i � �—; i— � ; �--i � : i—i— —i _ _ ; _, -�— —i —_ i_ . _ _: : _ —i _ _ : -- - . __ _ � � _ !_ �, _ :_�. — .�_!_ __ _�_ ----- —�� ---. __._ �_ _._.— _. .�__. —: ._: �_ __ _ _ _ ___ _ ____. _. _�. _ � � � � � _i _ ___ ii_. —I _ � � � � � � � � � � __ _ _�__i � i_. : __ . i i �� _ _ _ _ —_ _� _ ___ —_ _— ___ _ i_ _i _ _ ___ i_ _i ___ _ _ i � � �� i i � � i i i i l i i� � i i i i i i � : I i i l i l� �� �� i I I I I I I I I I � � �i �i �� I I� �i �i �i �� � �i �i i i�_� f . . � �� � � i� i� � i� . . i� i I� i� �� . -��-�I � � - -�_f � __ ; I I I � I I� _I ; � � _�_� I I � � _�_�_ . � � � �_ � � � � � � � � � � � _ � � �_ � _ � _ � � � I _ I �I 2 5 6 � � � � � -- � � � � - � -- -; � --- � � � � �-- � � � � ��- -- � �-- �-�� -- � � �-� � � � -- � � � �—� -� � � �- � �--� � � �—; --, ; — �—; --; 2 5 6 �_i � � i_� _ � �_ � __ !_! _!!--- � �__;_ �_ � � � i_ � i i i i � � i i i i � i i � i � i i � i i � � � i i � i i � � i i i � � � i� � � � � i i � � � i I � � I I I I - `� � I I I � � � -__�� ___-�_ _ �- _: - -� j _ �-- . __ _ �_� __�_ _ __ � - �- _- ----- -�--j ---_ _- - I -- -� - I �--- ----__ ___I I _ �_ _- -I I I -- --- -� ---I � - �_ i -. .. .... . _ _ __ J_�I I I � � _.�_I I I--. �.__J I— _i �_ . �J_ —� .---I� _.�� —� �_ I I _.�-- --_�I-�� , , � �- J- ��____ I__I �__��-- ._ I � __� -� � I I -- _��_- _-- I I _. J- _� � I I I - �_-�-� - -I I I_ lii iii �i li ii i i I i i I i i'--- il ii iil liil i i I li Ili � �I i I I I il i ili � I I I il I; I il. I I I I � il li I I i I li I I I il II I I il � ii iil ' I� �� � � __ i� li i I I ii i i i . i I I i i I i I_I i i I_I i I I_I __ i _ I_I il I_ _I_ I I I I 1.. I I I I 1. I I.. I - 1 I _I __ I I_I._I _I_I _I_ I_ I 1 _I_I __I _. I_ . I I I I_ I I._I. 1- _ I -- I_ I I_ I I__ I I_ I _I_ I_ I_ I_ I I I_ I I- 252 '� i i �� � ��� ��� � � �� �� � � �_ END_GRADE i, � ,, , ; � �! � � � � � � ��i � � � � � � � �'� 252 i� ��� � �� �� � � � � � i .� -^- � VyB Cl2 ST A /4 �48078 i . �1_ . _ -i i�_--�---_. i_ ._. �_� _ � �--- -! ---- - —i — - -- - � --- !---� .____. _ _ _ � . _. _ _ . -- - i-- --i _ __ - - - - ._ _-- i-- - --- ! i- : _ - i : _ : _:_ -- ! -- � �_ ��— --- — —�—! — --. �— _ � : _Ci� _I _ __i i_i_ _I _ _ _. i_ !_ _ ' _!_ _ . __ . i i_. _ . _!_. . _i i . —! !- � !- _ _ _! f i _i_ __�_ _� E--- i _ �_� i E �i i i i�_� _I�i E i� _ _ _ �_ __i i � ELEV 240.80 — , i_ _. - ; - - - - � . _. _ _!_ I I I 1 _�_ i_ _�_ _ i ._. i I I I I ' ' I I I I I I i I- I I I I i I- . i_- I.; � j_ _I j �_I I- --�; I - I--I -� -i I I-- I-I -I -I ---f I !- �(- I--I -I -I I I-- I � I I-i I---I I ! I _ L i I I. i I i�_ i i � _i_ = i i i � �; i i � i i � � i_ i i � i_ i�I ' ' ' ' Pl l4+14.00 ��-� i-i_ _:_ i {:. i �� �� �i �i i- - �-- i� � � � � i i i i i i-i i-i i i-i i—i i 2 4 8 i I� �i PI = 12+00.00 i i i_ _ i��— —'i i i � i i i i i�I— -- EL = 242.2/' i i _ i �__ i — I i i I i i --� i i �— i i -I i i I— i i i --I i i �-- i i i 2 4$ �� ' . I I I I I I I I I I I I I I I I I I I. I I I I I I I I I I I I I I I I I I I I I I I I I I I �_� � � �_�_ _ �_�_- _ EL = 241.32, ! _�_ i i �_ � � ---� - —i ---�� - i- —i -i � -�-- __ _�- -� VC = 40 --- - -_ _I_ _I _ _ _ i_ __ _� _ i i--- __ __ ___i i _ �_ _� i � i -- �__ _� ___� i _ i_ � I I. . �... : _I_�. � J_� __i�_� _ _ � .J I I L._. ,_ _ _,��-- -I :- --l� -.�J -I �_ I .i i�-- --:_�. I- � �- I_L _._ I_ _I _. J_��- - ._� I-� J_ -� ._ I I-_ - J_� �_� - -_I I _. J- �_� � I I I - J_� �_� - _ I I _. I_ �� ��� VC 90 ; � � � i � � � �� � ��� � �� � � �� ��� � � � �� � �� � � �� � � �� � � � �� �� � � � �� � � � �� �� � � � i li� ii i ii i i ii i i i �� i j i i i i i i i i i i_i i i: i_i i i_i il . _ - - I I, . I I I I I I. ! , I_I_.� I��I_ I ! I ,. II__ I I_.I._ _I_I_ I_I_ . I -I_ 1 I I_. _I I I I. _I _l_. I I I I. , I I. I � I I. I I I i I I 1 I I I_ I I_ I I I I 1 I � f 1 � � � � � f 1 I � i i I i 1 I 1 � i � i i� i i i � _i_ i � � i i � _ � � i _ � � � i � � i i � � � i � � � i i 244 � �' � � � r 244 � � ; . _�___�- .-_�_. __�__-_.�_--- � � ._.� _- -_.� �____� __ � � � � �_ _� _ _. _ �_ _� � ___ ��_ _� __._ _ ��_ _- _ ._ --- �-- - � --- __ � __ __ __. ,_ �_ _ - - - : _ - : : _ � _ —:-�- -a .-- --� -a_ -= - _ , , I--_--I - l +)0.4/49% �'�4,p577, i _ -i--i : � �_i i- -i _ i _ --i -�-i i i - i--i -i -i : __I . I I_ i I I -I I I -- i i_i i_i _'i -li- f +I1.2289% � li � � i _ 240 � � � � � , � � � � , � � ,� � .� i � � �i _ i i i i—i i i i—i � � � i i—i � � i-i �� __ _ _ -- ---- _--- - - _- --_ _- � � �� � � � ��� r� �' .---- -- __ --- �' � �'� � � � � � � � � � � � � � � 240 ,_ �_ I , _I I� I . I � , . I _ - I _I I_ _ I �-. _I ,__. ,—�- , , , , .-'--'--. _i ��-. � � � � — � - � i _I I_ I. I- ' -� - - - �- —�- - - �- -L- ��- �---�-- I I- -I I --I___I _I I- -� - - -�--- �___I.- -.- �- -� -:. -I___I.- _I I- I- I---I- _I . !- � -. � �— I- - � -- �- I , -I �-. _. -�- -�- -- I I _ I ._. I_!_ I 1- I- --- -�- -- - �- - --I- _ _ _ � -_ __. _I- _. -I_ __ - _I _ . 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I '�_ —I _� �— I I_ __ __ I , I -_ _ I—� _ I I_ - __ : _-_ I I -i I- _ - -_:_ _ -1__ _ �_ I-1__- _ _ - I-1 _ _. ii — ii ii i i i i i II ii ii i i i � ii i i i i i i i i i i � - -- � -- -- - -- ; -: -. - . . - ; . . . - - - . - - - .. . - - . . - - - - -- INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL 2 3 6 I_ I_ 1-f- 1-f_ __ I 1 �-- ---I I �I_ _ I_ _I_ 1-i �l- I I__ �- -�- �- �—�-- - �—� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION __, , _ I I I I I -_ I_- - _ � �- -, t � � - — - — � I . . �, �!- --;�T � . � TT � . . � . ' � . . i ._ . . . . . . + � . . T . + . _ . . _ . I I I I I I I�_ I I I 1 I I I T I I T T I I � �-� �-�- � �- �-1- � -' -� � � - � � �� � � � � �-�-� � All Construction must be in accordance with all Local, State, and -��I �_ �� �L� 1 � -- . �-1 �� . I 1 - �- - _ � �- - - --- ---�- _ + _ �-- �. --�----� �----�. __ � -� _ gulations. I��J+ _ `+ I I I I I I I I ' I Federal Rules and Re I _I I.. .! I I ' I I ! I. I: I I. .:! I � __. !! I_ I I I_ _I_ .: I_ :_I. 1 I � I_ � � -. I_ .. I I I_._ : ' I I ! ! I. ! I ! _. ! I I I_ I � I I I_ I I I i_ _ : � — — . ._ _ _ _ �_ 1 — I—i— �---• - I�_ - I — —�— .—�— —�—. —�— — - --� . —�—. _ �_ _l�_i_. i—�-- _�_ �_ � : I �II I II �, �—I ___I I_.___I._ �_.�_ I___I_ �,_� _ _._._ _. I_._ ___� I I_ ��_ I � I �I__. I I I I__ I._ ___I_I L�_ TRANSPORTATION FIELDSERVICES 232 � �� � � � � ��- �� ��� ��� � � �� �� � � � � � � �� � �� � � � � � � � � � � � � � � � � � � � � �-� � I_�- - - - -�-i i i i-I i -- ---� � _-__ _i_�_ i i _�_i_ _, I�_. __I _____ I I _ I� I I I _ I_, . I.__ I__ ___ I _I_�_. I I I I _ I�_. I_ __I _I I_ __ I_, _ _ I__ _ _ I_. __J___, _ I I_, I I_ _I I_ pUBLIC UTILITIES � I � I I I � I I � � I I I � � I � � I � � � � I � I � I � I � I � —I I- - - - - - -- - - - - - - - -- - - --. .. —� - -�I-I - - �— -I-�I- - -- - - - - - - - - - - ��-. -- - - --I- -�-- - - - --- - — -- - - - -- --I-- -- - - -- -- -- - - - _ _ ___ _ _ _ ____ ____ � �� I I-� , . —�- �---� . _ -.�- -�� � .- -.��. —�- . --�� LI�- — - . �� LI -. � .--�-. �- � ��-. - �. �. �-. _- - � l- _�- � -�. - -� -- . �-. . -�� :-1-- -�- -. - -�-. -:— � - I I I I I I I I I I . I I I I I I I I . I I I I I I I I I I I I I I I I I. I I I I I I. I I I I I I. I I I. I I I I I I I I I I I STORM WATER - - - I I _I I ! I I I_ --I.- --I I I - - -II -�- _-1 !__ — i _I_ i i I T I_ I_ _I_ I_; I _ I I - � - � �- - -- �- - ----- - I . - -�- -- --- � - -�I_. . I. I �� I i I. I_. I I I_ _ I_. I _ I _I_. I PLANNING/ZONING I I i i i �--- .-:- i_I i I i i __ � � : i �. � ,--. , ._. .--I I I I I I I I I I I I I I I' � � - I � I i - . � —1 -. 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BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation and aduptiun hy I<,imle�.i-H���rn and 4,so iotes, In��, - � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra � C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I i� I � i_l �, _� ( r �`� _� ��) � z � � � 0 � 0 0 � � O � I J Q � Y � N � N \ � i _ SEE SHEET /7—/8 FOR PLAN V/EVV — — � . l_ SEE SHEET 33 FOR PLAN V/EV1/ � _ �� I� � I I il i I- � � SEE SHEET 30 FOR PLAN V/EIN _I i I-i .-- '-I� I i I- I—I �: � � � t�— —_ � .— _ � . . � _ � �I _ � - - �_ -i _ . � �� _ _ _ � __[—i L . —� I _._ I_ _! . i I. I i_ i I_ _i _:_ I _:_ i _ i i i _. I _ i i i -- -�- � ----� - �___- � I I- I I�__ I I �- �� I �- I I I �-��- � I I I .. II-- � —I-- —� _ _ _ I I _'_ � _I_ _I . -_I � _� I- _I_ I I I _ _ I-_I_ �_� _- --I 1 _�I_ _ - �_ - _:-.-. : � i _i _i I I I i � _ � i i -i i i i � i i i i i i I_ _ � � � � � � � I -_I _ � I � � � � � � � I_ _ _ I' I� I � I I i u � I� � i—i � _�I [-1 -- �� - I I I - - � i i - � i i i i i i — i i i ii I ii ii _ ii i i i � � i i i i i � i i i i i i � i i li i i i i i i i i i i i i i i i i i i i i i I i � _ I _ . _ _ _ : . - _ -- - -! - -- - -:_ : _: :_ _ . �_ _: . _: _ �_ - . . _ . . _ . _ _ . . _ . I r- -�-�- I -- I_- �-_ _._. i_I I�_ I � ' . �_ -_ I I I i - I ---- -�-C I-1 I I . i I__ I— I ._I_ _I II f-. I I . I i - I I- I-�- --�--�-- -�- �- -�- -- � j I _ -_._I I -1--I- � I I I -l� --._I. I I �_ i� I I I I i l l � I I I I I I�f i-- I� I I l i 1 � I I I I I I � I � I � I � I I I I i I I I i I I I I I I I I I il_� : � _ � : i_� _i I � , � � � , , , -� -- ' - — - � �_ �-� ' --I- _I-. I. �_ J_ _ � - ` _I I I_ _ _ I! _ _! _ _ _� � I I_ --- — _ _I__ _I I _I 1__ _ I I i I I � I_ I_ I -1_-1 . . , _I , II I i-.� I - _ . . _I , I - -.-I. I �_ ! I- -� �_ � I I � i ; I _ I _ I l- I _ � I' L l T� �I _� '�—�--,_ i � i i i � BEG/ RET A/N/NG ALL 3 i i i i i i i i i i i i � � � ---�� � —�� BEG/N RET A/N/NG ALL 2 i � , � � �i _ � � i —RET 3— Sl A/� +/4.00 _ � � — --- — -- — I- - , J_ i i 1-1 _L I_ I_ I. 1-1_ I: ! - � -� i i-: � � - i=_ - __-: � - -i_:: __i i � -RET2- STA l0f19>00 - -i � . -i= -: i - i i i � . _ i� li-,-�_ -i_-i- - I--- - i_ ELEV = 2860/8 I-_�-,-'- : _-i i i - _ -,_ i i i -- --_ - -:: --! . ! -�- �� —�—:-- _ i ___� _ —i----« ELEV = 230.28 --- —!—:—!— -- —i--i--�—!— ! �_�_._ i__i _. � � _ �_� i i i _ � i � � � � i BEG/ RET Al / G ALL l � i � i � i i i �� i i i� � i i � i � i i i i -- - -RETI- STA 10+24.00 � � i �- � � � i i � i � � i i i i �_�� _�� _i . i - J_ i i_i _-��_� _ i_i _i I. !� ELEV = 229.62 _,_ _ �- -� - -- —r� �I _ i — — r— —� _ _ � � �— -- i —RET 3 — Sl A /0 +30000 i—i _- .�— i i—! --�— � -- --i—� �i �— , E D RET Al / G ALL I , ' ' ' : � ' ' y' E D RET Al lNG ALL 2 ! i � � ��i I — ! ! — � �� � ELEV = 287a62 , , �� , , , , , , � i i I I I I . i _. _ - - �- I _ - I f- I - I I 1- _I _I _ -1 I _ _ � j. 1- - I = I :- -I--I_ _ - i - - � , � _ j _ I - - I I _ I - i RET l ST A l0 +5/.00 �� — — - - RET 2 ST A l0 63.00 RET 3 ST A l0 +47,00 — — — . .—� ---� i � ��- i � � � � i i i� i. i i � i i i _ i i� �� � i i i i��— — ELEV = 288.06 —i i i i - -I-•� _ � _. . II�- II I---f II j �—� ^ I-1-- I I II �I-_�_: � �_�:J_ �i- _ _' � I-- I- _�I _--I I i I —� ' _ _ . � ELEV 230. 7 � � �_� __ _ _�, . __ � ELEV 228e4/ � �_ _ � � � � — ._ i , _ i_ i i i_ i i_ — — � i � — R E T 3 S T A l 0 + 7 50 0 0 _i i � i � i � � i PROPOSED lNB2 � i � � i i � � � � i _ ELEV = 287e22 — I' i i ' _ (_�45i PROPOSED EB3 - _ -ii � I� � J_ � _ _ ' , �� �-I � , ,� -- � 1-- -� , , _ _ _ _ — �—�— — i ' _�_ � � +�1.6% � —)0.6% E D RET AlN/ G ALL 3 2 2 8 � _ 2 2 8 2 30 ---� —_ � � � 2 3 0 �—�� i— —i— �—�—� �— �— -- -- � �—� ---� �— �- — — -- _i � � _ � — _ _ — _ i� � � _� � i_ _i_ �_ �_ i � —�— � i — --i � — — // +05 �_� — --� i _ i_ RET 3 ST A .00 ► _ � — / _' I � � i � i i i i i � � i i i i i : . -. _ _. �i — ' 'i . i i_ r_ , ��— - i _ _ �1 _ i i �_ — i i_ _ ; � �:� _ i_I � � ELEV = 285.42 , �— — [-i-- _i _ _ — � � i � — —;_ 1 ,— — — _ _ _ _ � . � —: � , ; � ; � � � � , e � +)2.6� �— e i i i � - _ � � � �, � � � � � � � � � � � g �/o _ J3�� � � r - - -: � ; : • --- - ,�� • � - - � � � �� i r .- --- I�I . —.____ _. _._ . I 1 I —i--i— --- � — — � � �6.Di I--�--� — i -.—i I— —I I_ 2 2 4 �� ► � � 2 2 4 2 2 6 �� � � EXIST GROUND � 2 2 6 2 8 6 � � � � ,, � � � PROPOSED W B C6 i i i � 2$(� II,. _.i. i / i_i i i _ – � ' i i_ i i i-- —� ►� EXIST GROUND I_ �._:_ _ �i �� :-:_- _:_�i i i ,_: i� _�._�_ �_ � �� � � � i i — --- -- — �� ,: _�_�_ — - — _ — — __ I � �- � i... i I I- � I � li i . . I l . - _. . . . _.— _ i -• ._, _. . __._ I I I � ` _ . i � -- .— -. : � li i I i i i � i i i ►�� li li i 2 2 0 '; � �, ,� �� �� � 2 2 0 2 2 2 � �� � � � � � , i ' ;_ ; i 2 2 2 2 8 2 � � � �� ,; ExIST GROUND i i -— i � i � 2 8 2 I I _f 1J_ �_ _ � . . _ _ I _. _ _ -W-- I . _ -I- - _ _ I _ �1 I—� I _. _ __ _ Tl— _ � J_ �-1 _ I _ I-1_ _ I I-i I- —I ,� _--- : . I-:. I I - _I � I-I -I - - � _ _ -i- : -: I� I . I EX/ST 30 RCP � �. � � , I . �- - - _ I __ _� I . I . - � : - i _ I : I : I . , - -- - _ � I � I I _, _, I I I i I I , I I _ . EXIST 30" RCP � � � W/TH HEADWALL I I I - - - - _ - -- , __ � I INV ELEV - 223.83 '� - - lNV ELEV = 220.40 _ �--�_ -�- - �- _ - -- ��l � � � � _ � I i � � i� �I I I � -__ - � - _ i ! ! ! ! ', . �, ! j-� --- j - j-� -- � � - I-1_ _ �I I_I . I I I_ I I I I I I 1 I I I I, i I I. i I. I I I I I I I i ' I I , I I I I I I I I I � � 'f � � I II �� � � � I �I �I 2�8 I i i' I I � I i l � � � I I � i Z�8 , � -RET l- -RET 2- -RET 3- �o �o �o � i i i i � i i i i i � i i i i I I i I I i I i i � i i I I i i I I i i � i i I I I i i I I i � I I I I I I � I I � � I � I I I I I I i I I I I I i i i i i I I I - � I -- I---- I---I -.-. . -. -. --, .-.. -.-. .--- - - , -- - ----. - _ . -. I I � ---- I I I � I I I I I I �-. —_ I- I I I_ . I I - I. I � � -. _-- -- .. I I_ _- _.-. -._ _-_ _- __.-. �_ I - .- - _. - _ . ._. _ ._ _ _. _ - - - - - - - -. _.._. _ - - - - - - - - - - _ - - - . i i - � � �- - E { ,— _ _ f � � . ;�s , - . . _ ; , . - - ; -�- � , , - ,- - -- - -- -; I. . _ ^ _ � i i � � i I � � I � � i � I � � I � � � I � � i � i i i i � i ' I ' i �_� _ :�__ ____` ____�_ --_ ___ ._:�- --_ _`_ ___ �_ __ ____. �_ �__ _ :_ _ __ __ _ ____: __�_ : . -��-- �: ` � -�� � � � � � �� � � � � .-_J___,_ ______ _ _ _ -`_ ___�_ _`___ _�- __ ___�- _`___ _ '� ��i i ii i� _I i i i_ _i i_ � ii� ii i i i� ii ;_ ;_ ;_� i ; i�_ �� i ; �_ � � _ i _I � i L � II-� f � �I I I I I I I I I I I i f_ 1_I-i�- I I-I I_ I_f ��_ I I_I._I _I_I� _I_ _I _ i I_I _�_� _ � � i �_i _� __� �_� _I_�_ ��__� � � I i � I i I � I i �_ �I i_:I il il _�I_� _�_ i_ !I !I il i I !I II I II III II II ' �� I -- I II I I I I I I I I I I I I I i I I I I—I I I I I I� I I—I -- I — I—I I _I I� I�� I I I I I_ I �� __ _1 I I ___�� l: ��__ I��� I _�� � �___: I_ ��I I_ __ I l I I_f I I � I _I I I_I I_ _ I _I_ ; I : f_ _ I_ I I_ l � I I ��I I_I_ I_ _I I ! I I_ I I I� ! I_ I I I I I I I I I f � �� I-I � �� � � I � I � �� � I � � � � �� � � I I ��� � I I �I � � I- � - �-. � _� � � � �� -- �- � � -�� � � -- � � -- � � - �- _� -� � � -� �- _� - -� � � I � . . .. . . . . _ . _ � .. � � � � � � I_L. J_ I � __I I - �-. _�. I _ � I--- �. _J. _ �_ _ . ___��_ ---I �- . _ I- . . -�_ I _. I-- -_-�1. J—I_ . J_ . -�_ �_ �_ - �_--- -�. -I _ . -_��. - _- I � -_� -� _- �-_ ��_- _ . _ _ _ . �_ �_- �_ I -- -_��_� --- � _ I_ I. I I I 1 1 1 I I I I I i l I I I I I I I I I I I I I I � I I I � I I I I I I II I I- I II li i -1 II I li -I I-- --I - I- _ I� I�- �_ -- �� I� - I� II_—I__ ! li ! L.�__- I li i -�_L.�_ -_ I I I I_L. i - l i - ! �-- i - I! I—! -I I I I- �—! --�! - � �—! --�! - i—I _-I I_ _I II I I I l.. IJ I l. I... 1 I.. I I_._ I11 I I Il I I I. i _l l. I � I I I. �. _ I. I I_ I. I I I_ I I I_ I_ I_ I. I I_ I I I� f { I I I, I I I I I I j i I , I I I I I I I I I i i I I i i I i I I I i � 1 I I I I I I �! I I I I I I I � i � I I. . I I —f I. -- -- --- I � I I � I I I I I I I I � I I � I I I � I � I I I i � I I I I I � I I I I � I I I I I I � I I I I I I I I � I I I I I I I I I I I I I I I I I. .-. _ -�.-� -- -- —j - --I I I - —I I I � I � I I I � I I I - -. - -I .-._ -.-. i I. _ - . . -. _ � - . - I -I -- - -- -- . -.-. � i _ . I - .-. -- - -- - � - -- � _ I _.� �.- -. _ : _ , -:-.E -- --- -._.-. :.-� -{--- - ---.�- �. : . � - - - -- - - - - , - - - - -- - I I I I I I I I I f_1 I ' I I I I I I I I 1 I I I I I I I I _I I I I I I I I I I I I _ __ ____- . --_. _ --__ _ .�_ . _ . ___� _ ____-- _.- - _ _.-_ __ __ __�_ _ _ -__ .___ _��--- _ . �_- _�_ . -T--�-- � � ��-- � � � �� � � � � � � � � � � � , � � � � _;-_ _`� ___ ;-____-, ___ ��_ , ___ ;-_ _-, ___ �; ' ' : : � � L I i 1 i �_ i i i _I i i � , I i , i , i i_ i I i_ i � �I- I f -1_ _:_ !I II il �I !I 1I II il I f. �:. �I il II !I �I �I il _� _��_ I I I I I I I i I I I I I I I I _ i I I_ i I_ j __� I I I I I _I_ I I i I i I I I I I i I;; I I I -_—_ I- I � I I I I I � I �_- I I I � I- I I I. � � I I � I i I i I i - I I I I-1 � �� �I i—i I. �I I I—� -_- �� �I � I—i � ' ' II II �I li l I I I'I 1 II. I II� �'II I I I II �il i i� l I.I II� III �I.I II ' ill ' I I I II I! I II I I I I ' II II I I ! I II I I I II II I I !I --- �-I I - --- . - ----- ---. - � -. --- — --- - - — - - -- --- -- ---_ - ;-_ - - ---- -- -- - -- - �_ - - - - -- - -- - - - --- - - - - - I II I I � � I n � � �� I I� � I � I � I I � I I I � I � I I I I � � I I I � � I I I . . . . _._ I _ � -�- � �-I . - I I-- �—J-I - � I--- �.-_J_ _ L_ . -__.�J_ —I----I� _.�� —I �_ I I _.�-- -__�_ I. �_. �_ - _�. I�-I J- _. ��---_ I__I- _. J_ �-- - I-� -_� -� __ I I-_-. -_��-- --I I _. �_ �_� �_ I I I--- �_��_� ---I. I _ I_ I I I I I I I I I I I i i I I I I I I I II I I I I I I I I I I I I 1 1 I i I 1 1 1 I I I � I I I I I I � I I I I � I I � I I I I I I I I I I I I I I I _ I I I I I I I I I I I I I I I I I i I I I I I I I i I I I I I I I_I I_I I I I_I I_I i � — - - -- — I I. I I II I I I. ' 1. _I I I _I_. II---I- I.�; ,. I__ I I I_ I. _l_ I,_I I_I_ I _l l -1_ I ! : I I_. _ I I ! I I _I_I_ . I I ! I I I I 1 I _ I I I I I I I. I I I I I I I I I. I I I I ' I i� �i {� � iiii � { � i �i i�,l I i �i ��, i � i� i i� il i i � i � i i i i � � i i i � � i i�� : i i I ii I I . . I_I _ I I_' _. ___ _._. _I I_ I_ ._. _ I_ I I _I ._. __ _. I I_. _I __._I _ I __I I_ _I _ ._I I I_ I__I . I_ _ ._I_ _I_ _'_ I_ I I I_. I_ I I _ _._I___._ _I_ I_. ,_ I_I I_ _I ._ I_. _ __I . _I _. I I_._ _. I__I__I__I ._ _._I I _. I_ I_I I _ ._I I I_.__ I I_I I_I __._I I_ _._I_ I I � �I � I I � I I I I I I I � � I I I I I � I I I I , _I�I i , _ .f I I � .—,.-�- -�._..-- I- I---I . �,._.� _�._ : . _�-. _-I -I _.- --I - -�-I _-_.._. . . . ,_. I_ _.I . .. , _ ---�-- ._ �. . , -I �_ _ , �_ . _ - . , ---- - I ii I _`. .�__ ____`_ -_--�- ---. _ ._ _.�- --_ _`._ ___ �_ _ ___._ __�__ _ _ .__ . _ __ �__ _ ._.___.�__�_ _. ._.�_ �_�_ _�_ . _� _� : -��_` �:-_ -�---�-- � � � � � � � � � � � � � � � � � - ---- _ -� _ - - - -- - �� - -- ��- -- - - --- _`, --- _-; i � , , , � � � i i i i i I I I i I _ i i i i i I i i i_J i i i_ i I i � i i I i I i i I i I I i i i i I I i i i I I i i I 1 � f � I 1 I � I I I I,� I I il � f. �_I .� _I��I I I�f � 1 I I ; � � �_�._ �_�_ I_�_ . I � I _I I__I I I 1-. I I I I I I I_ I I I 1 I � I � � � � � - � � � �_ �. i i I u � I I �_ l-1 _ I I I I I I � I I I I I ' ' I I I I I l i I I I I I I i I I I I i I I i I I I I I I I i I I I I i� i l I � , I I I I_� i i. I �� I i. I-.-I � I I i _l_i i. i ��I � �I_�_. I I I I I_I I I I I _I I_ i I_ . I__I . 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I I I I I I I I I I I I I I I I I I_ I_ j _I !_ �_– �_ _II__I _I� I_ �_ � � - i I _!�– I--�I I I – I .--J – I � – I-- –� – -- ---J – � – –� _ _ I_ __I_ _I__ _I I__ I__ I_. J_ I_ I__I_:_ I_ I_ I I I___I I I_ I___ I___ I___I__ I_ I_;_ I__I_ I - I_ - _ -. —�-.- .-._ _.-- _ - --;- -- - - -_ - -�. . -._ _,- _-.-._ —� - _�- _ � - �— -I-�- - -- - _ _.-. _.- -. _ .� - _ �J-. _-. _ - --- -�-- _. _ - --- - -- - - - -- --- -- - - -- ---- - - - - - . �_..._ �_.._�-._ _.- _ - -- --�_.__ -- I� _�� �Lf _-�J_L I_�-- -- �- --�- - -. I_�_ f 1 _�_l - - -.�� : -I__ ---I� L��_ I —I _ I� L�_ _ I -- -I_ I_ � I_ �_ I _ IJ_ J_ I- —I _ -I- -- -I- -I- - - - I- — - _ �_ -� :_ — -- -� - - �- -- — -�- - - - -I— I—�-- _. �_ - I_ _._I— _ -1_ i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i _ i i i i' ___:- I_i _ i i_ _-_ i- I_ � �__ _i _:_ : _ i i I i _ _ i i i i i_ i_ __._ i i i i - ' �- -�- _._ ' . - - �- - - � --- - i i _._ - --- -! - � - --- —� i i— _i -I —.i i �- . i I--i- .. i i I i i I i i �. i —� I -�- -� � --�- - i— i � I �- i- i i I i- i i f- I i —i--. i i -I� i I i PREFARED I�,I THE OFFICE OFo H RIZ ��o�ECTy i�.� i� L�� ■ PRELI�VII�IAR�Y PLA�1� N EW B E R N AV E N U E S I D EWA L K NC LICENSE #F-0102 R E TA I N I N G WA L L E N V E L 0 P E S �� NOT `�5� F�R �aNSTR`��T'o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T REVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': P.O. BOX 33068 I ���is docuiT�ent, tnqether with the cor���e�ts �nd �esiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 \/�D� PHONE: (919) 677-2000 Y R intended orily for the s�aci-Fic purpose an� cli�nt -For wl-iieh it w�� pr�pareda Rause �� f- an�� Pii prop�r � � ��liunce on tr��is doa�ma�r�t without writt�n authori�ation and aduptiun hy I<,imle�i-H���rn and 4,so iotes, In��, - � �c�ll be without liar,ility t� himl�y Hc�rn and �ssoci�tes, Ir�c;e ���� NUMUEr�e � �HEEr r�duMeEr;a iJ I I i�_l �, _� 1 r�� '`� =; ��1 C�,Pyrlgl-�t IUrr�ley-Hor n an� A���C�_�iaTes� Inuoy �u I I � c O, � Q i U N I � � O M � O O � 0 i � c 0 v c 0 .� 0 i W � � � a� � tn c 0 � � c 0 � � a� � C N � Q C L � m � � Z � O N \ � N \ � NOTES: 1) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT - LADEN SOIL IS DRAINING TO STRUCTURES MANY VERSIONS OF INLET PROTECTION HAVE - ---- -�� BEEN PROPOSED ON THIS PROJECT DUE TO THE URBAN NATURE OF THE SITE. � �\ � � � CONTRACTOR TO COORDINATE WITH CITY I ° � INSPECTOR TO DETERMINE THE BEST ! I I METHOD TO USE AT A GIVEN TIME. I I � I I 2) ROCK CHECK DAMS TO BE INSTALLED AND I I � MAINTAINED WHEN UNSTABLE AND SEDIMENT I I LADEN SOIL IS DRAINING TO STRUCTURES. I I x � � � CONTRACTOR TO COORDINATE WITH CITY I INSPECTOR TO DETERMINE WHEN ROCK CHECK � I I I I DAMS MAY BE REPLACED BY WATTLES UPON I PARTIAL STABILIZATION OF SOIL. I I I I �i 3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL �� I � � �� WHEN ENDING SILT FENCE ALONG STEEP SLOPES. � � � � , � � s; �:._ �'""4� I ,� z ► I I �, ; I ii � A��°�� � I I !� E�. � I � � � ' � �' . '� �It,e� �� .,.;� . u�mm;c:�uo � � I .. � i i QQAO \ 4e�Wr,y�'Rtwre�,o�'°�+F4ey ,ey�.� I I . � 's'a�eus i ' � '��r+'E Ats � / IN � ' . 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I � �� ��� � � ,� b m STORM DRAIN INLET PROTECTION � I � n I � ��' , I se „ � 3 � i0'W'F ❑ I � (SEE DETAIL SHEETS) I I � a� z � ROCK SILT CHECK DAM � I �� 1 � I I --, I c� � (SEE DETAIL SHEETS) I ° I � 1 � (y� � ` � EP � �i J � TEMPORARY SILT FENCE � " -1�P � � o (SEE DETAIL SHEETS) , � � * % � I o TREE PROTECTION FENCE % " � (SEE DETAIL SHEETS) TPF I O � LIMITS OF DISTURBANCE r___________� I � � I J I � CUT/FILLLINE —_____�� � I I Y I I PROPOSED CONTOURS �i� EXISTING CONTOURS — � I I — - =t/' ; — — — � � NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 PREFARED I�,I THE OFFICE OFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 EROSION CONTROL PLANS PRELI�VIT�IAR�Y �LA�1�! � � n � �j D�0 NOT 1�5G FOR CONSTRUCTION INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY PG��'�,JECT; NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT �o� NUMUEr�e iJ I I i��� ��� U�`� '`� sHEEr r,iuMeEra [--C- I � O� � N Q) � � 0 � � O , 0 � � v 0 .� 0 i W '� r�^ v / C � � C � � / � � C � Q � � m � z � � � � 0 O i 0 � O � � Q � Y NOTES: 1) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE URBAN NATURE OF THE SITE. 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' SEE DEfAIL 13 SHEE! ]-F GRIVEWAV PIPE DITCH DITCM � \,�l DITCH \ SPEOAL V' DITCH REMOVE AN� RESET RFESTA9LISH ( � � SPECIAL'V'DITCH \ rCIEn OUi CLEANOVT PFCIAL V �TCH � - . '.._ _-. � �� IF NEEDC�. V . r EST . SH IL 8 SHEET J F _ PIPE RFMOVE XIS V . .� , �, o�/�A . M 18" RCP IV� -- ----- � � .. I � 3EE OETAIL B SHEET 2-F 15" PIPE E N 5 I \ $EE �ETA V V ._ _ 4_ V RE ABLI 1 PiPE T . / / 6 . , Y\IV . ¢l�� - ' Y �DITCH - - - - _ - = �-� - �� 1 , • � � � �acrnie` L � � � � � � � � � � _ . . � � � � � � iB" RCP-III � � C � � � � � RfTanr . � � � � � � � . �..��...� � � � � � . � �...... � i� �� % �RETAIIQ I _ - _ vcrniu _ � - �� � c�k s� s�il ru,u F` f,.ep�. � � >A �� �- � \ .. . _ � � � �I , � � e . . � • f � � � � � �� ' - RETAI N / YYY I - _ _- . . � - � 1 \ ` 0 . ` • I / ri � � � . �F: . � � - _ � ��� � - �i �.-'= _ ` - - ��P V D � - , � � , - -� - - - _ : • . � �N ;o, �, � � � J �' � � �, r' � � `� � � � r,: � �k , E•� � � �, �.I I;1;;' i i a �, ;� i � '� z ,�,u E,.�, .�►a� ; a: i� a I�,, ,� I I I; � � � �� � �� m '" � � �� 1 / �k�w �r � d I. = I � b h �, �I , u'1 r i�1 � � � �� ,;��� � I �N.LLC ' � � coN�eac ox io � eaiFv wvear nr OiREx L�.LLC ' �'i O ., I i #1005 BEFORE INSTALUTION � � � �--� �� � ; �� �N s i � � ` I \ .��' � i �N / �. _� � � / � 9 , ��, / �� � Q I � / i � EROSION CONTROL LEGEND STORM DRAIN INLET PROTECTION (SEE DETAIL SHEETS) � ROCK SILT CHECK DAM � (SEE DETAIL SHEETS) TEMPORARY SILT FENCE (SEE DETAIL SHEETS) TREE PROTECTION FENCE (SEE DETAIL SHEETS) TPF LIMITS OF DISTURBANCE r___________� CUT/FILLLINE —_____�� PROPOSED CONTOURS �i� EXISTING CONTOURS — — —�i�� — — — I �E Ep � NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 PREFARED I�,I THE OFFICE OFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 EROSION CONTROL PLANS PRELI�VIT�IAR�Y �LA�1�! � � n � �j D�0 NOT 1�5G FOR CONSTRUCTION INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY PG��'�,JECT; NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT �o� NUMUEr�e iJ I I i��� ��� U�`� '`� sHEEr r,iuMeEra �L- '� ��) NOTES: 1) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE URBAN NATURE OF THE SITE. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE THE BEST METHOD TO USE AT A GIVEN TIME. 2) ROCK CHECK DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE WHEN ROCK CHECK DAMS MAY BE REPLACED BY WATTLES UPON PARTIAL STABILIZATION OF SOIL. 3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL WHEN ENDING SILT FENCE ALONG STEEP SLOPES. ��s � , Wi`w,"'s°"p � � /� \ / e / / ` / \ �s 1 .�'�^� � � r � �� � .- � / � / \ 1 �� �� 1 �' � �� � � s ��� i // / �� %�'� I I �"�� / I �� / I I I ` I ` I I \ I I I , I 1 I I � � � � 1 � 1 � 1 � � � 0 N � a Z ►� � � �� � � � � � 1 � � � �� � , :':��, � ��'�, I � � 0, i 1 � W v ' � � � ��� ���� � I <' ' `,' �� ���. � ; � � 1 � � � _ � \`�� ��. � ��. 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C � ' ' — f — — �� � _ �— _ � — � T �Y') ( � . . . . . . . _( � I _ � ��. � �/��„ � — „'L T=�e FwsH covea . — — — — � � — _ �_ r — — � i . � � I y � W�TH SIDEWqI.K I i � \J �� ) _ _ � _ _ < -- �• C — — _ _ _ _ = — �— _ _ _ .� � _ � � — � _ _ ' ' � ' `..l � � — � \ . . � , ' ' — — — — — _ � _ . . _ — - - — � O� � r � � � \� — - - — • — �� v ,C�. \ — • _ - - — - r — - - — - - — ' - — - - — F - ' — — - - '� - - � - - — - - � - - � - - — - - — - - — ' ' � - . — - - - — - - '�' ' ' .� - - — - - T �eisr ,awnnH eovEx • . .�. . . � - - — � — - - '� ' - — - - — - - � - - - �� N � � C1iI.EY . . . �` � `\�\ I .\ . � ' . , I I / ' ' • _ _ _ _ _ � _ _ — . . . _ . .. . - . .. .. . � .- :. .:. -_ - _ '. c � N SIDEWALK . . . . \ � � ` I �w. � \` �; � ' � � ' _.._ .nolus � i 7 .. \ ` I _ C �\ \ � i�� ' °°�' � , � \ \ \ r : � _ � . �,.. � � - - � �d O h'��•LLC � � TO BE FlUSH M'IT O � �i _ � ------ , aeee,r v1�t ns�+ v � : � � ��\ � ,. � . - � '� � � . � s':kFStAt�:r� �1 .. ���„�cTc � � . , . � ' - _ I � . 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W STOCKP/LE STAG/NG/ � � .� LAYDO►�/N AREA/ c> ,-- a\ I � CONCRETE WASHOUT �O � � � \ � c ,: � �,�. \ � / ��. � .��. � y ;' � I ��� \ � I c � ° / / m \ °� / -� / \ � ° / \ < < - � � � � EROSION CONTROL LEGEND \ �,�,�,,, � m �� � � � STORM DRAIN INLET PROTECTION ;" � ----= _- � (SEE DETAIL SHEETS) � � z � � ROCK SILT CHECK DAM � � � (SEE DETAIL SHEETS) INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL � TEMPORARY SILT FENCE �� � � ;� CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION o (SEE DETAIL SHEETS) ' � �' All Construction must be in accordance with all Local, State, and oTREE PROTECTION FENCE / Federal Rules and Regulations. � (SEE DETAIL SHEETS) TPF i � TRANSPORTATION FIELD SERVICES ; o % � LIMITS OF DISTURBANCE r � ' PUBLICUTILITIES , ------------ J � STORMWATER Q CUT/FILL LINE �� � i PLANNING/ZONING '` PROPOSED CONTOURS �i� % � F�RE i EXISTING CONTOURS - - -�i�� - - - �� � URBAN FORESTRY � NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 PREFARED I�,I THE OFFICE OFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 EROSION CONTROL PLANS PRELI�VIT�IAR�Y �LA�1�! � � n � �j D�0 NOT 1�5G FOR CONSTRUCTION PG��'�,JECT; NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT Ji i�, NUMBERe � � I � ��_I �, �i (_i r`s 'i =HEET h,lUM2E-;e ��) � '�^ v 1 I W � O O \ � � � � v 0 .� 0 i W � � � c 0 � c 0 � a� c � Q � � m � z � 0 0 \ 0 � � O � � Q � Y NOTES: 1) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE URBAN NATURE OF THE SITE. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE THE BEST METHOD TO USE AT A GIVEN TIME. 2) ROCK CHECK DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE WHEN ROCK CHECK DAMS MAY BE REPLACED BY WATTLES UPON PARTIAL STABILIZATION OF SOIL. 3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL WHEN ENDING SILT FENCE ALONG STEEP SLOPES. � � I I � 4= I ,�� a � � � �sct� c/l�« �sa� c�4er,�► y uu[Rs t �a� . DCCERS R / �� / // .� a ' 1 1 1 � � � � � � � � , o �' � � � , , . ��z �, � � ,� i sT � , �� . n, �� � � Mo � nll� i DGQi • �� .aa■s.�. M��[ � +'� LL�!^��� � • ,1� a � ��,� � � yowa■s � I --� p� t,, � i � �� � . � �.occExs..�e. � <O � I� y fl ` � 'd �I' ' U . ctass o� Rir caa - _ ._-- � � � I � i y � ;s.� �.� � � -. � � _ � ... � �'. I � '�� _ - - _ ^ -- I i 1 _ � � �, _ I . . I � / i � I I ,-+- - r _ _ I . . .. ':. 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' I . .. ._ ' I�t�C LLC a �, '' i 1�' .. � �� �'�- -� I I � I � I � � � EROSION CONTROL LEGEND STORM DRAIN INLET PROTECTION (SEE DETAIL SHEETS) � ROCK SILT CHECK DAM � (SEE DETAIL SHEETS) TEMPORARY SILT FENCE (SEE DETAIL SHEETS) TREE PROTECTION FENCE (SEE DETAIL SHEETS) TPF LIMITS OF DISTURBANCE r � CUT/FILLLINE -_____�� PROPOSED CONTOURS �i� EXISTING CONTOURS - - -�i�� - - - � NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 PREFARED I�,I THE OFFICE OFo n[ �pii ��u RW�f F f �T� E � � n• ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 II�y� MOLL� i�L � A4� EROSION CONTROL PLANS -� M ec�rr[ u� PRELI�VIT�IAR�Y �LA�1�! � � n � �j D�0 NOT 1�5G FOR CONSTRUCTION INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY PG��'�,JECT; NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT �o� NUMUEr�e iJ I I i��� ��� U�`� '`� sHEEr r,iuMeEra ��> NOTES: 1) INLET PROTECTION TO BE INSTALLED AND '-� MAINTAINED WHEN UNSTABLE AND SEDIMENT I \ LADEN SOIL IS DRAINING TO STRUCTURES I MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO \ THE URBAN NATURE OF THE SITE. � CONTRACTOR TO COORDINATE WITH CITY \ INSPECTOR TO DETERMINE THE BEST METHOD TO USE AT A GIVEN TIME. \ r� 2) ROCK CHECK DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES. � CONTRACTOR TO COORDINATE WITH CITY � INSPECTOR TO DETERMINE WHEN ROCK CHECK I DAMS MAY BE REPLACED BY WATTLES UPON � PARTIAL STABILIZATION OF SOIL. I / 5,�� I 3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL � WHEN ENDING SILT FENCE ALONG STEEP SLOPES. `r� I I / � � �� I ,�. \ I , � � � �� � � , � I / I ,� I / / ; �` I ;% / I ' . .� , � ; � I :, a�µ /;� / � � � "a � �,�5�' 1"'►��� �� � . // 1 / . ��. {����� � � s'�o�t�tui y � � (p � l ° lle :° ,/ OP OF, CULVERTE A� E N��" "�;3a� U , ,� � w � // / /�'".- EXTENSION lS INST,Q�=L��b � Lv � � f . . � �19 //„/ � �, ` ` � , . . . , ESt 5 I . -S � � � F � I 1 � � � ���s ` e SPECIP�'�� p1 SHEET Z" I � I �� � // SEE C = �� ' W pEtPll9 (� �) \ T , /a. �. — 'II � . � " � �� � � . . r `�I�t � �f '!i' � �i ` �'h �n �,./l` '�� / „/� . _ _ • / .. .` y ��' '' . � -� V / I � •` • ` \\`� e.�j /. /�e' ;% i'-J� .. . 0l � I� 1 � � I 'i � �\ �/ / __ \ — � . . � _ \ ' . � .. . ..; . . � /. ' / f / II . r,/"J j� w \I • � • \ \ � R - • � � . . GRA�ETO DRAIN \�� «dl��Pd�U.� �.v�/ ' . � � ' . : .:. � I� � . �( I � _ _ .-"� . C ' . - . . 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BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 EROSION CONTROL PLANS PG��'�,JECT; ��,,,����,,�Y �,,,,�,� � _ NEW BERN AVENUE SIDEWALK L� r� =,,, o� NOT `�5� F�R �aNSTR`��T'o� & T R A N S I T I M P R 0 V E M E N T S P R 0 J E C T Jii�, NUMBERe �HEET P�,IUM2Er;a � � I � ��_I �, �i (_i r`s 'i 'C l_ - f=> � �) NOTES: 1) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE URBAN NATURE OF THE SITE. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE THE BEST METHOD TO USE AT A GIVEN TIME. 2) ROCK CHECK DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE WHEN ROCK CHECK DAMS MAY BE REPLACED BY WATTLES UPON PARTIAL STABILIZATION OF SOIL. 3) CONTRACTOR TO USE J—HOOKS AS PER DETAIL WHEN ENDING SILT FENCE ALONG STEEP SLOPES. � I t� / / / / / � � °'�tts r.l�3e a �"�C � / I E�►►F '4 �'x : �r�o►R; ' , t / � � �� � l� �� "��''�' (� , a�o�a tia�sa� e E�C w,piryy) � i' � �.cq=. � . . � 40�Qf �.44l�i� � ` . / � `' � f� ' " � R � �'9� . . � . � * m.,y � . ��/� ��'\\__' ' _ ° � � � c _ _ ' ! " '= - - — - — - - ��- - - — - - — -�- — - - — - - � �/ .. � � / / �_��� _ .- . � _ F � � . . ' ' � ' �/' � � � O , � �/ __�_�T� ? __�� � �,�foj•' _ .. .. . ` . 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Q�,;^ , / ,� a , ,.;-���! � i, � O� '����, �°°` �� �� %��� G CB ` �/�/i PRELI�VIT�IAR�Y �LA�1�! � � n � �j D�0 NOT 1�5G FOR CONSTRUCTION �,,�,�..� k�� u� ,: PG��'�,JECT; INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT �o� NUMUEr�e iJ I I i��� ��� U�`� '`� sHEEr r,iuMeEra EC-7 � � a � � I U N I � � � � 0 , 0 0 i � c 0 v c 0 .� 0 i W � � � a� � tn c 0 � � c 0 � � a� � C N � Q � � m � z � � � � 0 O i 0 � 0 � Q � Y 1) INLET PROTECTION TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES MANY VERSIONS OF INLET PROTECTION HAVE BEEN PROPOSED ON THIS PROJECT DUE TO THE URBAN NATURE OF THE SITE. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE THE BEST METHOD TO USE AT A GIVEN TIME. 2) ROCK CHECK DAMS TO BE INSTALLED AND MAINTAINED WHEN UNSTABLE AND SEDIMENT LADEN SOIL IS DRAINING TO STRUCTURES. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE WHEN ROCK CHECK DAMS MAY BE REPLACED BY WATTLES UPON PARTIAL STABILIZATION OF SOIL. 3) CONTRACTOR TO USE J-HOOKS AS PER DETAIL WHEN ENDING SILT FENCE ALONG STEEP SLOPES. EROSION CONTROL LEGEND STORM DRAIN INLET PROTECTION (SEE DETAIL SHEETS) ROCK SILT CHECK DAM (SEE DETAIL SHEETS) TEMPORARY SILT FENCE (SEE DETAIL SHEETS) TREE PROTECTION FENCE (SEE DETAIL SHEETS) LIMITS OF DISTURBANCE CUT/FILL LINE PROPOSED CONTOURS EXISTING CONTOURS r-----------I _-----�� -�i�,--- � �, � � � �,i� / \ / i i ��"'��i , / /,/ � � / � � � / I ` // / ,/ / �,y� / I ` / B3 / I /� � I \� ,, .. � �..-- i � NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 �y' ;,. / � �,�/ / � �� PREFARED I�,I THE OFFICE OFo 1 I � ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 EROSION CONTROL PLANS PRELI�VIT�IAR�Y �LA�1�! � � n � �j D�0 NOT 1�5G FOR CONSTRUCTION � rn i � W � J I PG��'�,JECT; �" INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT Ji i�, NUMBERe � � I � ��_I �, �i (_i r`s 'i =HEET h,lUM2E-;e �C�_—�'� C � � rn I N I � O O \ � / 0 -� O v 0 .� 0 i W � a� � c 0 � c 0 � � � � Q � � m � z � 0 � 0 � OO 0 � 0 � Q � \ ��� 1) INLET PROTECTION TO BE INSTALLED AND \ MAINTAINED WHEN UNSTABLE AND SEDIMENT \ LADEN SOIL IS DRAINING TO STRUCTURES \ MANY VERSIONS OF INLET PROTECTION HAVE \ BEEN PROPOSED ON THIS PROJECT DUE TO '�� THE URBAN NATURE OF THE SITE. \ CONTRACTOR TO COORDINATE WITH CITY _ ��� \ INSPECTOR TO DETERMINE THE BEST ,'� ���i \ \ METHOD TO USE AT A GIVEN TIME. \ 2) ROCK CHECK DAMS TO BE INSTALLED AND � '��' � MAINTAINED WHEN UNSTABLE AND SEDIMENT � \, � LADEN SOIL IS DRAINING TO STRUCTURES. \ CONTRACTOR TO COORDINATE WITH CITY I �� INSPECTOR TO DETERMINE WHEN ROCK CHECK \'� DAMS MAY BE REPLACED BY WATTLES UPON \ PARTIAL STABILIZATION OF SOIL. 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C ' � � � /� _ _ � � ' al - � �. � ���d I �l o0 0 00o Q�o o..aoo.- v"c`.. n.�-o -- � _- �Ij�� --� �" - — —� �rav_ � ��� �« � /� _ ----�- �_ �� !i ►�s�►a / \ / � � I / I // � EROSION CONTROL LEGEND STORM DRAIN INLET PROTECTION (SEE DETAIL SHEETS) ROCK SILT CHECK DAM (SEE DETAIL SHEETS) TEMPORARY SILT FENCE (SEE DETAIL SHEETS) TREE PROTECTION FENCE (SEE DETAIL SHEETS) LIMITS OF DISTURBANCE CUT/FILL LINE PROPOSED CONTOURS EXISTING CONTOURS :� :�c TPF r-----------I _-----�� ---=�i�--- � �D . i� 0� �,.��9� �1 .. 3�1� Ft7:: � f:;� � NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ��r�p�red F'au5� �� f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an� aduF�ti�,n h� I�,imIE i y���rr� �nd 4,�� iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 PREFARED I�,I THE OFFICE OFo // /� I `/ � /� /`/ � ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 EROSION CONTROL PLANS � '� �� /� i� _— �� PRELI�VIT�IAR�Y �LA�1�! � � n � �j D�0 NOT 1�5G FOR CONSTRUCTION INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY PG��'�,JECT; NEW BERN AVENUE SIDEWALK & TRANSIT IMPROVEMENTS PROJECT �o� NUMUEr�e iJ I I i��� ��� U�`� '`� sHEEr r,iuMeEra �L-J �„% c � �i � � � � � O � OO 0 i C C� 0 .� 0 i W � -� � G 0 � c 0 � N c a� � Q c � m � Z � OM l 0 � 0 0 � 0 � Q � � � N � N � l_,�I��i � � � ��;�,�-�1��,1� :' � r-=; ; _ ,,_, ; GRASS -LINED CHANNELS (6030) _ _ ���� �l� `� l RUC� l 1���?lV `� ���l l� IUC� coNsrRucr�oN sPEc�F�car�oNs Ma�NrENANcE CONSTRUCTION SPECIFIC'ATION� l. Remove all trees, brush, stumps, and other objectionab/e moteria/ from the foundotion area and dispose of proper/y. During the estoblishment period, cl�ck gross-lined channe/s ofter �;,, ,,_, �- ; � --- ,,_ ,- �-, -,�; , _ z 4, _ every rainfall. After gross is estoblisl�d, periodicolly check the _��ti�TF'�l(:l��N J�l-(_:l� lI_r�li(J,�� �� � ��;r, ,�i���• `�i (�/_ �;��..r;J r_. � _. i�_� i��r� �ri' ii; � � u r:i"� �;"I'l:;`'�%l - /, H�/� �or_ L_��_ r_�.ti_ n._ �f_� _r�_� �C l, ��l _��� u� .Jl ��r�^ �__, �� � �� __���, _�_ �_ � 2. Excavote the channe/ ond shope it to neat lines ond dimensions shoWn on tl� plons p/us a 0.2 ft overcut oround the chonnel; cl�ck it after every heavy rainfoll event. lmmediote/y ^,_ _ � _ ,_, __ _ „ _ ^^ and in!�ite NC'C���9LR L�?� c�_�nract r,u�i�_h�r %s ��_�l�%� �'_�! I`'r��_i channe/ rimeter to ollow for bu/kin durin seedbed re orations ond sod buildu . make re oirs. lt is orticulorl im ortont to check tl� channel L �lill,��ll�LlCf 0�1� lilQll�f011l i_7�I t'./ �i !; ��� ��l�r� rril�'IFli+:7il ,lI �:".IICI r"Jl ��l ]r.+� -: rJ/�� _ _ , , _ _ ,�, _ _ ,, _ �_ _ e �1 _ , , out/et and oU road crossings yfor bonk stability ond evidence of rr������r � in ����;f;ordar�_r.e wir'r� th� o� �:� c�� _;�� � rdi�n�_i,t�tic��� � oi�ti l i i;r, ����7 _. , 1�,:7 fl�e work lim��� fnr ,c>r��ta�,ti�_��r.. 3. Remove ond p�operl dispose of oll excess soil so thot surfoce Woter mo enter the chonne/ freel . pipin or scour l�les. Remove oll si nificont sediment occumulotions r c�1,��: rl" l lCtlnn Scl)edl_ll�, -,_, ., _,__ , ,,,, f a _ y y y to maintoin the designed corryinJ copocity. Keep the gross in o _�. � � ioi fc% a��y ,���,d di�l��rbing �Ir,�/��di��;� -�,_;r�olitlr��,� ,�_;,n ir����;1�i,, ;C,_,l, _,ii, ,, � �1 4. The rocedure used to establish rass in tl� chonnel ill de end u on the se erit of th� conditions and se/ection of healt i orous condition at all times since it is the rimar -, ,, , ^ _ , � - _,- _ _ - , �, _, � - - , ,, _ �, , ,° � _ , „ � „_ P 9 w P P V y hy. V g , P Y , ` - �� , � i - � = � � ° �; �= � � ' � � . � i , ,- . , � �r�� 1�"P ;"r�r�' 1�� ul� trr� 1 r`ll�P,r ; fr. fr' c'ri,r r; r �, l�r.c�, ri, a� l i i., l,�T l�flr"�r I�.li,.r r r "fl lCllr"JlI tJ )f��" ir;r' ;t� l,7, �,, ll� ll,i � �lF'c� lr�ri . li� '��l ,�l ,r � _���� ��_�_ _ � �/�� �r _�_ __ � ��� d �n � __ _� ___ � �_ ��r�� �_ � _ i i �i __, � �� � r � ��� t_ �� � � _ I. species. Protect the chonnel With mulch o� a temporary liner sufficient to Withstond onticipoted velocities during the erosion protection for the chonnel. lt fur usr ir� f%i�i �,l�Ina the groJing of �ll criti°_c�l area_�= �,rosic��i cc��itrol ���viceso establishment period. e ,_ , _ ... +-. - -. _ �� � -. _ - _ .�iN._. - _ . _. �-.. , � : - ^ ��, � - ���-� . '- t _ _).�, 1 � �f � ) 7 ' - -�-��- �� ")� i� "� � / '� i � " 'i %r� �� ".11� ;"7/ ,, 7� �c,or��y aiea� tn h�_ �� ���-���il��d ��� �� rr��i��iii�urr� �F��i,� �;�t i�,r��f��� ��, r��r� �� lrr ac��urJ_i�� c �vitr� he �����i�n c��i� rrl� l��i���s9 yi �J�. i�_�Jw�y�� ��tall ��torm �ruin -y- r �__ �J �>lacirq rn��;�oil� �'���r � iril�t prorecti�n �� shown ui� c�lai��,o�la�;e a��ditior���l �rosioii �� ,i�tr�,l inatti`n�a and �1 � iaL,�li�e � l sl�����s as indicated� Modi°fy ��ilt t�nc,r pla��;eirrnt �� � n�c�_sary thruuqho�it TOPSOILI�G iV,O`-ti �. l���r_'�]� i7/��� ��i`l_l�� �il,�U ���-� ��r r/%�i_�;'� T,=i l r'l/I�'i', �� rl�r'�- li�=i7i iJfl;-�� � ii,-'l,`�,C'r Tl`i��= �lJl��JtlUll C�f f�l�. �Jl`0/�6'r�f, - - - other nb�ectiunat�lr mat��ri�l that v��ould �trer;t rh� pl�ri�:��� �,tabiliry of th�� fill� -. CONS�I RUCI lON SF_FCIFIC:al lON'�� `_,� r,urn�lEte t inal gr�adin� of rr��o��� ond � idc-w��lk� � �, Ei�,��ur� th�rt fIII rr,�terial i,�; free of br� �_,h. i�ubbish� ro�-k:, lr�,�, �. ,t�urn����_,�: �4A1 E,�r'/AL �� t=�, Fi�ni_.ri �rading ot s/o,c�e�a iop, �uil r�riticol areas anJ per�iiar;e�itiv ����geiote, seed tuildinc r�ebi l,s, and othcr i7i��rei�iol� ina_���r�� ,i�iatc for �,��:,r�,structi�n�- ,��tablF� f�i'll,=�, . � � -., � 1 � _ , _ � , _ � _�. o _ , o � a _, , � - _ �� �' � < < � , �, � _� ,���,, �_,� , �; � ,, , _,, �,� _ - _ - - - ,�� - - - 7/l� rU_l�,li�. P,l� l �llll�, I� Tlr,t�lr� /�� � //r �//�� �'/ �� i !l� ll�lt, �JT �7✓r i�rll��`=' f(; ����Jli Il��,;ll 1�,, ;`;yr�i't/'r' � r�l I��i),l�"7/ � ��C� l i7 �% )fr:�r�f l�� �,=�-� � ;��,i;�;� � r-�'� � IP, � r��� � � �';i.r; '� �� �r,, D_ � n _ v _ _ �_ /-� , _r� a-� , � � � -/--- /-- - -- - �� �,__ _ y �,_� _i �� F � _- �--il_r__�./_il__ ��y _m�_i�i�ily __ ��� _i /_� , -,� _ �, u ° ..-�_ °- -°-�: ,�,,- - - - h�n,d/ina���u��li%; l��psolll�ias �fhe Coll�_�wi�nq�charurleri���ti� ;�� l�he lot���tNFDES�r�iles� _ C�, Pla�-, ,�ll fill ir layr� � nr�f tn e,k� ed ��n� r� � ii� lh�� nn ,�,a��n�l r;��rnpac:t i� All c�raded area� will be seedEd,tertili�ed ond mulcf��d acc,ording to NCL�OT _ ) _ fIIP IOv�'l�,S �7S rr'r Ill;�:'iI f�; 1:���';%r' rl ,,;��i��:,ll :,Ii�l% hl "��,':.f1�=li"1��1/f.:C�i" �.,fl�r=l- _-�_. , ` - - - - - , �` o� � a , i � ,����cificatici�s to rnal��t��in a vl�iorous���nsc-.v�����tative c,ovei �vitl�in i� t,� l-f dav�,,, _ - - _ _,> __ , � a -- - Te��tui�e loarr ,�ond � loam or>�� �sili l�_;ai7� are h���,�i� �vi�d �,;�lr� loam,�ilt� clv � Per�r,��r�e.i��t ���r��t��'rl,�n li� �,toc% ile�; i�;�il/ i����i he ���e,�1 ����itfili� l- rr,��r�ths the� � elat�d ��rc,hl�n����,o � � � �- � ,�' r -,le ° , - - r - � , � � ��,��� �-, " � r r- - '� � - n -,,� , � r�� � '> > e a y 9 , y Y y y > �' � � � �,r��_i�_i �f com �_ti�_i� ot �i�v h�__ _t 7r�Jii���� F�_f_r t_ fl,_ l�t_�i iJ�-L�_ - =� --_� - - �+_�_. - .,., _: _ . � � - .-� �� - �' „� � � lr�r-ll� �'l;"'� �ii�ll� �"Ilir" l�r l71' �;� rl� r l"�' �� ll 1n l� lf ll��H hr�V Cli i r7%ir� (ll",'� -rill� rl"N ,`=�T �P ,;t� l�lil��'���i �:�VITr! �%r�rl1"it l)r^,l�T V�'< < i� ll�'l! �r) i r;llf� r;i ri ��,��li!li � 1��; ���✓'r���i _ ��,'� �1�� dated auqu,�t ����1/ t ��r rnr�re inf�;rrnatioii c��� �ar�n�_ind stabili; ati:�n = � � � �y - � � � J � � � � � � � _ � e C _ c _ - � y - �� - - �� . � , t - - �- - � ,_ _ � _ ��_ � _ - - - � - - � - `-, - , _ , , �U%/S .`,UL:Ir QS �'JOt rJl! lr)IJCti �IS fo ?SGl`le Cl r?WTr1� %a Llr rn_t ii��,or��orat,. f; �_--�n ��� �t�� I��! ��r ft ;_�i r�i'�.�t�l�� ����;,��� �- �l�l�= ;;-;-�iiremf�r�tJ� l sunrnar ,�.i i�ne%c-r dihe_ swalc-� ditrhF� r���;c,,,� �1�= ,�� tln�r� r � i / , / r� � y� o � o �, -� i�iateriols into flll �lu��r_�,;, =��l�and riial'� q�ia/ity �HC11N� �ni��s shuul�� hF� �tabil/ze� wlri�I�i i d����s, aJl oiher , _ , _ ,,, _ -- �,- - �ii �=as anc� `lopr.� ,,h�_ill be ,srahi'li �ed withln l=? days, lf w,�i k; on rh�; ��rr� je�;t �Jr��ai�i� iri��ltei c_nrlent (somr:rimes i eferre�� to a,�; "lu_in�ic i��atte� J �riould be '�li c PhEr'AFr'Ai li=�,�i � _, � _- ,, . -�. ,, .. - - - ��t r tl�-i� l w_ it =s l� i �-� ,- i,,,,,- +`;; _ ,/ �_ , � �,, _ � _ i_,. i-,-;_ i r:, c. F5 i)l` l�`li"' F' f lr"l I F' ��'�- 1"�-ll l �l�P PII�" II Uf Tll7t`' c� %�'%//I" lP� r C".�",� ;-//'F'� r '/I a�;''.; fy 'Pl_!I, � ��__ f_ � ��_ r1� t�_ at�v_ r�_ t c,d L at �_� � l d �_ t_� ���_ _�_ _ �.�_ � �_ �__. � �c. no1 /.l�_�_ _ i�ll �_�� _i , , ,: _�� ,,_ri�,���,i�i�.�_��.i i,_ F:�__,._�t/� .�i�: ,�.:��..� <ii�,., _-.,,� _ - - _ ,, -,_°, - - _f , -ii�7�I IIOV�' ��'rr_�C�l"0/" l'F'�=Ff��1`IVP_ Cl"OI i10 Cr�V_P,l" �,SfO%IISIir� Ql1� �l"�-i5%r=i%! �'0/�fl"DI E�'tul� `��r�U;�llic/ fr��;�t_NI�N�,rUL�II_,i� ,.l"t.�,_,1�,1� �7/Ir� �� �il?Ir;'lifUflt_�l1 Cr=�/ill"Ul/�1;7C,�lr_., ,, _ lI���O �c'a l� � y l �l �l ��evi�� ��� rnaint��ined� � Acidlty - pH should l e��rearer thar� _�er l>efor� limi`n��� and lirr�in�� is req�iir�Jd it „uch as diver �i�ns� b�rrn,s� dike�> wate� wa1; �o and �rJirr�rnt L-,a� ir� ;. _a, KPt='/�i��lVrl �,lr`�ll_ Jll� OT�Ir;I �✓✓�lli=l �;�!llli Jli�-,- l%1,�� ,lal i=', :%/ i�;= �'i ";��1/�)r='�i% lf l�S �E'S5 flir7ll ho(��e I� � L, P,r :_°.� r_ � ��r' -) � i' - c, �. "''F1 I '_ ' i7 '. ��•�, , _i. - ,° "' _ � i" '�_ �F,, "J _ _P, ' ,( � 1!j .( � i� (='�? (l(,C'�i'� `-,- f�-� j'f-q� duri'n�a ��ll >i�a�e,� oi develo rriei�t� _. Ali _i �,,�i�,n ai�d ,�di�r�ent _�nr �l,cra�;tlrP� v�-�ll b�� ii�_� c� r_�� ��ekly Jn�J . 7�ii�� M_�ii�tuin �i ��_ �ir tl,_ ,�i e�_ i_ h. to,�� �_il__ ___ �ii�-i ,_ _ � P ��tter raii�fall �v�nt��o lVeeded repairs �vi/l [�e made �i7�r7�e�li�telyo �ol�ib/e ��alts - �l�io�ild be /e�� tl�an �OU p�rno approve��� pla�i and do �ir�t -a/ter them by addin� tn�>>oil. l��o H��ndl� ��F ,�, Or S rin�S el�r�n�rl�f�r�:=�J �1�_Il"�1;��_� ;�r�l�,�l�i"u�_��i�uli il� �7c;:,_!ruari; r - � P y � �-� ., �,� � - r=� � �;'n�� `� �,� °�; r3 ��� '1,�� - - - - - - , � Estirri��t�,� iiin� b,i ore fina/ ..r�/ i/i�ati�i, �� _ rr�_r�r���e ���,��_lirii� sodi�urr od�or ;t/r�n r ir� �s/�uu/�J be /e���= ihar� /�� i r�ii�,- ot s�u��soi/ Wi,ei�r th� �H ot t F�,��istir,�-� �_��,/ ;�,�/ i F�=;�;�;� _��r� /�� ��_�i ti;,� i�iith a/�/��i oved meti�r�dso � n � �� at � L r a �� e h � . , ;- � � - - S�ill lS �;0/l��'i") ;(;�� OT �lF`��Vy� ;llr7y��l/)Ci)rC�OI"OTr� �'7Ql"l�;U�fIJI"r7� lllll� �TOiI� lii �?l)1�)!_ll)f;� /i"' � �., .,_, � - - - , � � , - _ l , � ( (7 �T l (" � ( P . ��...,5 � ',`(� '� "/ 1 � �i J � ,5 � (' ( � � , . _� qFTFF �ITE l� ��TA6/U:�EI_o�_i�,_ r_i�r��r� _ntrun��_ ar�d �_�n�ti�_t�_i� _t�_ii�� - �� 'P , '. i � rl _'� P��_ ,_ �� � F' )7'P rl �_��_� �_ ��_'li ��F' �t S ; r��P�`; r'"'� '� � P,r� ;�. ; ,o o F, �'`r"�r��"( , l r' �r; it- � �,�i _, , - - - ,_ ,_ -- --�,, � _ _ _ _ J _ Ti�, ���tn �f i���.t_ri�ilr�ie�ti��u th_ otr_�_ .�_a�liti��tiur�= _f��_�ld t_ u� lea�_t� in_n_,_� r_�r�r��nenJ__ bv _�iltesf�� c� ���_itied tui tl�_ ����ii�_i ir�, ,���r_ �_ L_ _i__ le lL. F'�i niai x�ntl �� tabill� � al/ raded arr,�s i i, im�di a1 ��l � ar r�� � f i nal � r a�_lin� i�-; , � - -- - -- - - y �l Y �l � � P' �� � r�' � � r� > ` � � er � ; �` �P � �� ° � � �r � r r e 'GP �� �� � r e < � � � .- ; � _ - - - � ° - = ��nd inai�� ��l �� _� �t��k_ile ��r.���<aiid �ll �ti�_,i er��,�i�.n �,�i�tr.�/ J�vi �� ,�l»ll b_ ,� � - - �, �, - - ,, , _ . _ �� �_ �._ , -_; ,-�� ,,. � �-_ i. � �,._ il i actr�rs su� �r� u� r�c6; f� a� m,_ nt., slu e de ,�r� ��_; w��ter taL�l� ��i,d L� �� lner�r ���r��t� lim� t� ;� a rJe ���l�i rf at lea��,t � i ��,h�_ _, b disl� in�-�. cr;ir� >l��te�J on ea�h ar�,a ii� t�lie cr����ii��_i �l�in _»r Nl- �;� , ��� u' _:l� �!�ili,-�-�; i� ��� � - -, ,� _ _ � _ � _,� �l o �' � � � � �l r � Y _ � J � l l� ��rl�ov�,��rrstc�red a�, ���i��;tir�q,or��,� perni��r��i�tly v�euetated a�� d��,r,ii�ed in the �,��ir�kn�s,�� affecttl�� ease of �a;ca��atiun and �_;�%readin�7 of tu,c�sc:�1/o Timefror��es, ir�,�intenai,��e ai�d ve��etorivr- ��l,�i��� �-�-,,, �, „ , �_��, , ,,,_, �.�_, , � -,. � -;, � _,,,-. ; ,-,- �, ,,�� ,, h'�5�;gher�ing - lrririi��dlotely pr�lnr to ��preadlrig trie top�r��ilolur,�ei� the ���i�,��r�,��-i� _.�iitl Q�,fi51 �%II_/,�;f / F'r,_,/l/E' �6/'il1/,��� %OC) � �,_. r',�f /Tl� ,r�i_.f�_:/ �t't��, � .>r1 /�1��]._,_// ��_. �1/ � � 1 . � _ � y � l � y � � ,� � -��� , � , �. , , , . , ° - °,�. ° � ° , _ . _ � _ � , � ° _ l� � �� � � _ , � - , � .; � �_ _� � _ ,� ,,. � , � .. 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J-,-,- � � - :� ,_ ,.-•;a -.�,_ :,_-,; _ _ , � � ! a ;; � � � , � , � , _.f� -l�_l"_a_l�_ C t_l?_�,�1-�-- -.l fretd�r� ,_,� �1��_ �ri��_�. _:�1� f�_�,�,_ ���,1/,_�r i,_�-iii.�� �_�,_, i��_�_,��_��i ,,,, �,,,-,ii�i�-i�i� ,_� �_i �5 � l�ndtillr���l��t,.d ty �hr C,i✓i�,i�-n �-�r W��,�t` Mu���_���emri�t,lt �l�e l,�i�� �i._,ii�r_hina A�t�r rc�u�h crod✓n� is c��m:�leted tili`,��;�lin ar�=�, r�� r,� ,� rrl�r � , y ,-�ctivity a��d ar�v rei��te��i horrow ��r �va�te ,�ctivi`ty are n��t cc,ndu�_ted bv tl�� ����m� ��er,�ri�� /) � � J � � 9 t� � lhey s/�a// be cnn �iclerFJ se�orale /anc/-distrirC�ina ��cti��ifi�e,� r�nd ir��i�t�he perrriitt�e� either Date �Type F'/�ntii��� F'ot� seed��d and p/anfed to a de�tli of six in�,hF��o _ _ , - '- '- � � , " ,� _ 1 ` _ _ �, , i � `; _ , , , , ., f . -_ _ _ ,.. i ; _ - , , - __.._ _ _ �_..,,_ - - - - � � , ;_- i ._ � , °+_, ,,�_ +_.. ��, � � ,_ � �_ � , , , _ , _ _ _ �_ __ ._, f rl c�� �i ri If ) il� u � I , i, � ,, � Ill l ll fll�, ll��.11l fl lI i. i� , l, (1 _, �tl I,�.i 7 rl ll. ., r. f, l �l =/�r , l ,Ili.11l, T� _,-,_ __. -,�_-. �__ -__,_ �}?/ r'c� l' r l-'P i 1:^ ?� ? �i !li7'P ti"i � ,�r�. , ,�;,��.1 r� ���,r�r ;c� i,,; ,�;i�J 2� ����� �ari_ult�,ir�llini��teitil�.ro�nc �u��,r�h_`c ��_ °-�. �l)r I_ �-;lill -1��1�_;! l l ri lill-r / r��,r�c� u.`, li�� ,�- _ _iC y: �J� Ir� rl)r_llc_;li rJll ,��- _l�'� cJ! rrJ,` _ _ ��,� _, _ ,� �_ I_ c7 _ _ - - - - -� _ l, �_ � _ l _�� J _ _ L _ � J- _ l�� il �-;,� i� r � ti"� _, l" +�;=' �,�=r ,,_ i,� �;/;-, , r-�' ,� , �-�.,,.�„_ ,-,� ,,� t�h' i�.�lli,ll7 �-,�_io �, _ - c L�i) �� ; ��/SfUI"�)P,�7 JI'�c7S 1`!� D� V�"�f�7f�'Qo a.�,��.r�ii�� t� ,_p� irl,,���r �,� ii� �,�_ �_��rruti� ._ r,.�i� r� ni���i,rair� � �u..i � ��Uo J_i��__ N�u�o/ Niurol 70/l Fc���.ue ��,_ 1�.�.o�'arre y i�egetative covera ��� Abr�� ��i Rye �`� lh�o ��ocr� l�5 /bs�limestor�e,��100� sqofto(3 tor�s� acr�1 r�� bosed n�, -;�il�� Mar,l-A��r.l5 % alI FrJr,ur �5<� lh,� i��r_r� te;t `_-�� l he C'ontr,�_r.1 or ,sriall %�r �- � � J�= � rcu;i;_; , „� �,,� ,�,n , , , -�r� -; �-� ,r-; cv t; ;r_=�� ,J�i �_,� � i� r�a l5 -,_l� in.. l5 h'� ill�d !,'c�!nmui � 6eririuda -ress l', � lt, _ o; 'ac,re ,° , � , �,`;-,- ; ;r; r- ; ,.. ,��- � , �� `; _ , ,,,-,,�, , ; ,- ,-°- ��-r:. tr� lp ;-�� �- r -e.�,c� �. � ��r"� �,� ;� _ �.5 /bs,l0-10-10 t�rtill�er�1000 syrofte�l500 /t,s� o�'rF? ��ithln i tc /f ��V_ �� �� _i�_� _�t c,,i��_l,ti_�i� _T �iiy �n���� �_t ���oJiir�� h'f_t_r _ ir�.l_ ,_ia,�_, TaII�---_�� _ lt_�. �c.�e - t ifJ tr-,� �= -� �, �i l� �, ^� r-�, ��� �;;��'C� ���, .� � r ° t � � � tIo � _, � ,�i ,- � Bro�vntc� ; Millet ,,:.� � � _ � � � � _ �. � � f- _ �, fte i li �0 it�� ��i,-;-�� l_ la __tN LE_ r_i_� �J�t_� Au_�a L_l/f_ �rcr. ir� �im� _�� �r� ��__ir�J � ��� lh�� 'o�,r� _ ,t�e � �' �ra�er ;?,.�,� � ia �% � _ � _,� ��ta��i/I�a��irn requirementse PPrn��anerrt grou�id cover i� �o be prc�vid_ed f��r �_�r Sorgh��m-�udan Hybrlds ����� 30 /b5o;'acre 3) Disk nurri�,nts ii�to soi/ to a��epth ot six Inche.s untl/ ��ll �i�,turl�ed areu � w�tl�in �" r�� /� ,��,y�_� ��r �=c���i��_r t�7/lo����iri _��:��7���/�t/��i, �f _, surface is unlforrn and frec-� of lurq��� dir�� clod�o �i��fr��eCi�r� r�r d�,v�lop�r� i��l�, - �n�>es ��ql tc� �o/I _ _ � � , ° _ _ _ _ _ � _ � � _ ;_ , _, ;- - �9;�ro � -.J� ino l � � r � � -�.� Les�?�Je� a (scar ii-i ed J �0 /bso or �-P �^ � , � `� qroJ � o J J�C I l�Q J� l�11�10/��l�t _ , � - i=� Ti�� Llf�� r��t �7��"!��1�; �-��1/�;Jr_�i /�� ,,,%�'�,� i��'l� ��c'/C�!1 7i 1�`%i'� '�;i-,--fl;-;i onr� ��,0 /b,Se/1)�� ��1/J��tF�CIIe��U��O S��,fte(�_?(� %h�o/n:'/r clI_,�l"lliCi � (Mor�_l-A�ral5� �add l c�l/ Fesaue =�50 /1�,.,,'a�re F���ruary l5 througfi �,rau l5 ���r A�r�ustl5 ti�r�uqh (M�r�ol-Jiin�.5�) rr ,add Weepin�� Lc�ve�rass� `� lh: o%acre Ncverr�ber l�o �Mar� l-Jun� �0) ur Add llulled Con,�r7on Fcrmu�� ���r�� ? lb �,�iacre -D�- ,_/ui-�o / -Se�� / 7 all Fe5 ;ue � � r � /C-� o;'or,re - R/P RAP (6 /5) ,, � eC1 /f��e hi� ��� �C��� T r �i� J/l�� ,� i 1 /l;` l/I%iU��� I ��rul � �_,, /� il ;I ;' � �'r�owi�tc7� Millet � � � lc� o'�acre - ° �r Sor�nurn-�udon Hybri�>> �,,� _,0 /b - ��r� sy�tte���i��ii�g Nuv�mbcr l� tr�rou�7h Fevi ���r�ry l�o CONSTRUCTION SPECIFICATIONS Se�� i-�,1ar�! Seri`c��a L����������a 5) M�.�lr,i� ���d�d ��r_eo �vit/r �ir��ill ��7r��iri �traw af ���-? l�, 'lc����C (un/�u//ed-un.��,arlfie�Jl 70 //, ,�r r� �qoTt.l�= t���n,=„ arr�) ���rea� rinif���'m/ya Ap��rovi�ri��tr/���%_ Subgrode Preparotion - Prepare the subgrode for riprap ond filter to th� required lines ond rades shown on the p/ans. Compoct ony fill required in the subgrode to a density �`� l oll F��cue 25� � lb� : a�;r��� approximating thot of the surrounding undisturbed materiol or overfill depressions wlth riprap. emove brush, trees, stumps and other objectional mate�ial. Cut the subgrade tNc�vo /-��ara /� Add AL�i ��z�i Rye 25 /��soi aci e �t �r�und sui tucP, shoul�� t;� ��l ;ic�lc tc� av��i�d blockinq deep that the f�nished rade of the riprop Will be ot the e/evation of the surrounding area. Channels sl�uld be excovoted sufficient/y to alloW p/acement of the riprop in a �,-,,,, ,-�„ ,,�� ,,.-t�„ __��_,�, �<,,_,� �� _;�„ �� _��, ��� su���light to seadl�r�g�� On or�a� wher� tl�c q� o��rd � --r�_ �/t �_n� _i �� i_n Ci��i�i _i �r �_il �i�_ _� vati_i� �_rvi,.. su��fcice e,^��ul � oi� ex�eeds a 5e/ �;/o�� aiid in tlre in�;�r1- manner such that the finished inside dimensions and grade of the riprop meet design specifications. � ta _` -l�� �� l l'"� tor odditionol Inforrnotlon cor�cerrinq o�her alterna,n��� for ot oll Jrai°naae swa/es,tack i7�u/ch �vitri as��f,alt �mu/sion veq�tatior ot d�nuded �rea,so % he �:ll �;�ve veqetotion rat�s ar� -",� -, ,� Sand and grovel filter b/onket - Place the f1/ter blanket immediote/y after the ground foundation is prepored. For grovel.spread filter stone in o uniform loye� to tl� speclffed _ at a rat�J of =����_! gallcn`� emrilsicn ���r acre of �ti�a�°,:�. ff)cr�� WIIIC'ri d0 WPl/ rJ�1CIPl` IUCrJ/ CO�ICIlt%On�q C�fll�l` sr�rjlr)��/ l'�Jfr depth. Where more than one /oye� of filter mate�ial is used,spread the /ayers W�th minimal mixinq. 6l ,tilulcfi ��r���nd ;,��_��t� r�; �>r;d tr�=� ;;lir, �;�,n� �tr ��,�; i�_, ,=,F=nt/,, Combl/;o1%onS al`e ��ut:Slblea r INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL ii'� 5 � r ; S nthetic filter fobric - Place the cloth filter directly on the prepored foundotion. Overlap the edges by at /eost l2 inches.ond spoce onchor pins every 3 ft olong the overlop. Tem��vr-�ry F'eseer_� according �� o��llrn��rn ,sP��son fc-r �� y���` �' t ,k A '] . - ' 1 / ' - ury tl� upstream end of the cloth a mirnmum of l2 inches below ground ond where necessary, bury tl� lower end of the cloth or over/ap With tl� next section os required. deslred �er�i�an�nt ve���;tatlor�o Do not ��!lc>w trm orar � cover to 7� Tr n�� �_�� ary ,: _:���� CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION Toke core not to damage th�e cloth When placing riprap. lf damage occurs remove the riprap and repoir the sheet by odding anotl�r loyer of filter mate�iol with o minimum overlap �" �, � � y � {-._ i �� �> >`,� , ir^ r�,; --<<- -'; �- �=�� � , ,, � �, f � , /a� lb_o _hrowi� r�� n�ill_t l� �� _qe t�to /�9ay tlu o��lr ,y� �u��t ��o of /2 inches oround th�e domoged oreo. lf extensive domoge is suspected, remove ond reploce th�e entire sheet. � ro�v over lL in�h��,� In hFlc�ht L��- �re movvin� o otficrwl,�e9 �����,u�� J�, - nu constrUa�on mu5c be �n a«oraan�e W�tn an �o�ai, State, and l�Oy f �' ShC7Cj�J OUto _ Federal Rules and Regulations. Wh�re /arge stones are used or mochine placement is difficult,a 4-inch layer of fine gravel or sand may be needed to protect the filter cloth. L�� lbso �nn��al i yr��r�_ �-�l� ���� � �s��oTt, �,u���_�r �� trirou��i� Ap��il� TRANSPORTATION FIELD SERVICES �'':� Maintenance Requirements: Refe�tilize if groWth is not The flnished s/ope should be f�ee of pockets of smo// stone or clusters of /orge stones. Hond plocin� moy be necessory to ochieve the proper distributlon of stone sizes to produce fully odequote. Reseed, referti/ize, ond mu/ch immediately PUBLIC UTILITIES a re/ative/y smooth, uniform surface. The finished gradeof the riprap should blend With th�e surrounding areo. No overfall or protrusion of riprap shou/d be apparent. folloWing erosion or other domage. STORMWATER R/P RAP MA/NrENANCE lnspect channels at regulor intervals os we// as after ma�or roins, ond make repoirs promptly. Give special attention to the out�et and in�et sections nd ot�r ,00ints wl�re concentrated /�/QT Eo EROSION CONT ROL REV IEIN AND /NSPECT lON lN/ LL BE PLANNING/ZONING floW enters. Carefully check stobility ot road crossings and look for indications of plping, scour holes, or bonk failures. Make repoirs immediately. �aintoin all vegetation od jacent FIRE to the channel in a healthy, vigorous condition to protect the oreo from erosion and scour during out-of -bank f/oW. Contro/ of Weed and brush growth may be needed in some /ocations. ADDRESSED BY NCDENR, iV �T T HE ClT Y OF RALEIGH URBAN FORESTRY PREPARED I�,I THE O�FI�E UFo �F?I�i��;�T� ■ ��,,����,,�Y ,�,,A,�� NEW BERN AVENUE SIDEWALK N� �,�ENSE #F_o, oz E R 0 S I 0 N C 0 N T R 0 L �� ��T ��s� ��R ����Tn���T�o� & T RA N S I T I M P R 0 V E M E N T S P R OJ E C T FEve N�.a PEvisioN:� oATEe nr�aw�v e�re �HE�-kE� a,: I�!'�-1T Ti_'� �'�qI_E P.O. BOX 33068 D E TA I L S RALEIGH, NORTH CAROLINA 27636 I� ��is docurnen�, tnqell��er wi���h ThP con-��p�rs and d2signs presenl��e� her lr�„ as �« ir�str�m,�er�1- �f servi �� is PHONE:(919)677-2000 ir�tended orily for the sper_.ific pur-pose and client -For whi��h� it w��� �_�r����red R��.� . e�1= ��nd 1inFroper i- � � ier�t without written .�!_ith ,i i:�itic,r,� c�r�:� aJ�:��ti r� I; I inil� �-Hr_r � ar�:_� 4,s� i�te�.., Ir�-, C 2017 li �i �;e un tr�is dc,oun � c iJ�l L�(- WITI"1CUt IIQ��Illty t ��IIIII�,�J-Hul rl ��I"1�1 A..�C.;1�.7iP-:, IriC., J�iB NUMBERe �i�EET hILIME�;=;- I�I I��_� V i l i'- ', i ��- l_. - I�) C� y�� igl �t It�ml�v H%_�r r-� �i �J P,��-c iates3 li ��_�o� ��_� i i � -- c o, � ; � i � � M O � O 0 i � 0 v c 0 .� O i W -� � � c 0 � c 0 � a� c � Q c � m � Z � N � N \ � SANDBAG -. 10 mii PLASTIC LINING �� � � STAPLES � STRAW BALE BINDER WIRE- 3 iII=1III-I NO�TO CALE �z PER BA�E> / ; ���'�������, _ STANDARD INLET PROTECTION \ / - 10 mil PLASTIC LINING / LATH AND � - �� , PLYWOOD FLAGGINGON =III1_IIII_III' �-BERM � -- NATIVE MATERIAL 4$ X24 BLACK LEITERS PAINTED WHITE - : 6" HEIGHT 3 si�Es -. CONSTRUCT/ON SPEC/F/CAT/OIyS � / (OPTIONAL) - - �� ��� � i '� 10' MINIMUM - i ' l. As synthetic fobric. use o previous sheet of ny/on. po/yester, or ethy/ene yo�n - extra strength �" 'r' (50 /b/l inch minimum) - thot contoins ultraviolet roy inhibitors and stobilizers. Fobric shou/d be ; I '' CONCRETE" ,� �A� scREws 0 �) � (_I (_J (� sufficient/y porous to provide adequate droinoge of the temporary sediment pool. Bur/op moy be �� SECTION B-B ,�, WASHOUT ,�' \% � sa,N�Ba� used for sh�ort-term applJcotions. lt must be rep/aced every 60 doys. % NOT TO SCALE i woo� oR � I f 2. Cut fob�ic from o contlnuous roN to eliminote Joints. METAL STAKES ( I I�J l- (2 PER BALE) 36" - WOOD POST � .3. For stakes.use 5-foot stee/ SfS. \ � 3.5"X3.5"X8' `� ; � � \ 10' MINIMUM r �_IIII- 1111-1111=1111= III-li' � A � A 4. Space stokes even/y around tlae perimeter of the in/et a moximum of 4 ft oport,ond securely 36�� VARIES �l drlye them into the ground,opproximote/y 24 inclaes deep. o �� u _a—� u —�� o �u— o U ,� � �� 5. P/oce a 2 foot f/ap of Wire mesh unde� th�e groye/ for anchn�ing. I � PLAN B��-� �� n�l B CONCRETE WASHOUT NOT 7o sc,4�E 6. Fosten fabrlc secure/y to the stakes and frome. Jolnts must be over/opped to the next stoke. � � SIGN DETAIL O U � � _ i � 7. Th� top of the frame and fabric must be Wel/ be/oW the ground e/evotion doWns/ope from 'I �� I�I (OR EQUIVALENT) ;. BERM the drop inlet to keep runoff f�om bypassing the in/et. lt may be necessary to build o tempo�ory dike on the doWn slope side of the st�uctu�e to p�eVent bypass floW �oteria/ from Within the vaRiEs � � � 0 U I� 0 ❑ sediment pool moy be used fo� diking. PO�����O�N GROUND �,I I �� �� 8. "57 Washed stone sholl be incidentol to ln/et Protection. I) ��11 2" 10 mil PLASTIC LINING ( � � � TYPE BELOW GRADE � �- Ma�NTENANcE � � � � � � � � � 10 mil PLASTIC LINING �� � �� $„ lnspectthe fabric barrler ofter eoch rain and moke repolrs as needed. 1.12" DIA __, �_ _ - _ � STEEL WIRE �� Remove sediment from th� pool oreo as necessory to provide adequote storoge volume for the GALVAN�ZED HARDy�ARE ►�IRE ' ' next roin. Toke core not to damoge or undercut the fobric du�ing sediment remoyol. EXTENDS TO TOP OF BOX � STAPLE WOOD FRAME SECURELY �' 10 mii PLASTIC LINING -/ � DETAIL FASTENED AROUND � SECTION B-B PLAN STRAW BALE ENTIRE PERIMETER NOT TO SCALE NOT TO SCALE (TYP) WITH TWO STAKES TYPE °ABOVE GRADE" WITH STRAW BALES ��o' MINIMUM� TWO-STACKED MEr,4� Posr ' 2X12 ROUGH �� ' /� WOOD FRAME — �o � � � � d NOTES B B �� � � �a" HAROWARE 2, ��_� o� 0 8� 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. 3� CLOTH �" a 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED _ O� �O W I T H I N 3 0' O F T H E T E M P O R A R Y C O N C R E T E W A S H O U T VARIES /� � T Y P�E "57 STONE �O O FACIUTY. ! 0 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE �� � 0 0 o —� WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE , 2 /6" � �O � � � OF THE WORK AND DISPOSED OF OR RECYCLED. � � / � � � � � ro$ a O �� 4. HOLES DEPRESSIONS OR OTHER GROUND DISTURBANCE � OO o CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE � � —_ O � o WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND � �' "` ����,opp� � o a����� STABILIZED TO PREVENT EROSION. J! PLAN TYPE ��ABOVE GROUND�� Z� �_ — —� 5. INCIDENTAL TO MOBILIZATION 10 mil PLASTIC LINING � NOT TO SCALE �/�/ITH WOOD PLANKS 2� 6. MAINTENANCE: THE CONCRETE WASHOUT STRUCTURES REACHES 7,5%NOFITHE�STRUCTURES�CAPACI�TY�TO PROVIDE "Jr7 y�ASHED STONE PLAC�D ADEQUATE HOLDING CAPACITY WITH A MINIMUM OF 12" STANDARD CONCRETE WASHOUT TO A HE/GHT OF /2"-l8" MiN. OFFREEBOARD. ABOVE TOP OF BOX �°-0" MA'x;IMUM `✓ARI,AC�` A� DIF:E��TEC� BY I HE � f l�_If�l� EI�' I I io� o.c. MAxiMuM VAR/ABLE AS DIRECTED BY THE EN�/NEER STEEL POST WOVEN I�IRE FABR/C � ; ORANGE, UV RESlST,4�/T, f i - �I�T �ENCE FABRIC ! ` H/GH-TENSILE STRENGTH, MINIMUM 10 GAUt��� � � � �A AR I G IG � I f�,l E W I R E`� �� i I N S T A�� E D I� S F C 01'�I D ; POLY BARRICADE FABR/C (TYP/CAU � �� MINIMUM 12�� ��AUGE � WIRE FR�M TOP� I i ,� IN�'N�NG S/GN ��� i �� INTE�MEC�IATE WIRES DO NOT NTER � i I � � � � � �, 0 C,I�ADE 3 � —�-r�nr—rr��nr �r—nr rn—rrT�rr-- ��-����Tj���� ���-� ��-���-���_���-���-���-���-���-���-���-���-���_���-���-���-���-���—���-���-���—���-���_���-���-���-��� ���-����11���-���_ _ � �—� � � � �(—� � �-� � �-� � �-� � �-� � �._� � �-� � �-) � �—� � �—� � �—� � �-� � �-� �(-� � �-� � �-� � �_� � �-� � �-� � �—� � �_� �(-� � �-� � �-� � �—� � �—� � �— � ' I I-1 I 1-1 " ":I I I I I I- =1I I I I' -I I I_' � ADE =1 I I � iii Ili _n iii !����III II'—-—--———-—-——- �� _ ��i—�ll 1==— III II: I 111=''� I I F R 0 N T V I E W -, �- OR,�WGE. UV RES/ST,41�1T, � =1 I1= I I I I � � � � � —� � �_ II II -II I- - HIGH-TENSILE STREIyGTH, III II= N I II III IIII III �III I I I I I POLY BARRICADE FABRIC fTYP/CAU =� � I_ I- -III —- FRONT V�E� I II,—_ I—I ii� iii � �� � -�ii=iii- , , ,—„ , , , , �- �TEE� POST f�� � E SIDE VIEVy USE SILT �ENC� �N�`r" WHEN DI�AIN��E AREA 40� OTES 1/� W C� V E N W I I� E F A B R I C: �j � E S N 0 T E X� E E D 1/� A C R E A N D N E V E R I P J 3� W QRN/NG S/GNS TO BE MADE OF DURABLE, yV EAT HERPROOF MATER/AL. ,� � I � T� E I`�I C E � A B R I C A R E A S Q F C 0 N C E N T� A T E D F� 0 W. LFTTERS TO BE 3" H/GH M/N/MUti%CLEARLY LEG/BLE AND SPACED AS DETA/LED. S/GNS SHALL BE PLACED AT 50� Max�MuM �NrERva�s. � ��' 4" PLACE A 5/GN AT EACH END OF LINEAR TREE PROTECT/Oly AND 50' ON CENTER THEREAFTER. � s ( M I PJ j FOR TREE PROTECTION AREAS LESS THAIy 200' IN PERIMETER.PROV/DE NO LESS THAIy ONE MAiNT����Ar���-:�� �� � TREE PROTECTION AREA � 3� S/GN PER PROTECTION �EA I N S P E C T S E J I M � N T� E N C E S A I�I D�� E N C E 0 U T L E T S A T �� a �� � ��.. � I��`' �- �� F' � 4A 18x ATT ACH S/GNS SECURELY TO FENCE POST S AND FABR/C. � E A� T 0 N C E A W E E K A I�I I� A F T E �� E A C H P A I�l � A L�. �.i z � MAINT Ally T REE PROT ECT lON FEIyCE T HROUGHOUT DURAT lON OF PROJECT. M A I� E A N Y� E��) U I R E D R E P A I h? ��; I M M E D I A T E L Y. S I-I C� U� D � L�� 3" D O N O T E N T E R ADDIT IONAL SlGIyS MAY BE REOUIRED BY C/TY OR IyCDENR. =� � 0 R R E P A I P 0 F � I I T� E I�I C� F A I L U R E S BASED ON ACTUAL FIELD COND/TIOIyS. THE F ABkI� �1= A SEDIMEI`,I I�EN�:_:E C�JLLAP�E, ���� �� '��� USE REIN�ORC;ED �I�T �ENCE C;l_1TI ET DETAI� 4" 5/GNS SHALL BE /NC/DENTAL TO THE FENCE. TEAR, DECOMP�=�`�,E OR E�ECOME INE��ECIIVE, ��' 's��'���=^��'���"�, �;�,q'�� INFRASTRUCTURECONSTRUCTIONPLANAPPROVAL � , � � �rrrr�r . n���i_rnrr m�� i7r — REF�AC� IT FR��MPT�'r REM�VE �EDIMEI�IT i=Ill=lil - '- ni= ' MA�NTENANCE ` � '�-111=1 II�'I III � yVARMNG SIGN DETAIL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION DEPC)SITS A� NEC:ESSA��Y TO PF�UVIDE ADE��I_IATE =1I1 III� III=1i" �' � MIP�IIMiJM C�VE� �NSPECT TREE PROTECT/ON FENCES AT LEAST ONCE A WEEK STQRAGE VO�UME �OR TN� NEXT RAll�l AND TO -1 II-1:��,�.1�' OVER SI:IF�T � AI�1D AFTER EACH RAlI�IFALL.MAKE A�IY REQUIRED REPA/RS AIIConstructionmustbeinaccordancewithallLocal,state,and I I I-�, ����Jl�� P�E`,��I�KE ��`� Ti�E ���LE. I,�I��� ���:E T�) �� II-�� �� FederalRulesandRegulations. IMMED/ATELY. SHOULD THE FABRIC OF A TREE PROTECT/ON A V 0 I C> U I��l U E R M I N I N G T H E F E N �, F D U R I N G C� E A N U U T. - I I �� P, f'J C H 0 R S K I R T A S FENCE COLLAPSE. T EAR, DECOMPOSE OR BECOME IHEFFECT /�E, � I,i _� TRANSPORTATION FIELD SERVICES REM�JVE AL� �EI�JCING MATERIA��� A��ID UN� I AB�E ��III = DI��CT�D BY ENGINEER -� REPLACE /T PROMPTLY. SEDIMENT DEPOSIIS AND BPING IHE AREA 10 ���IIII II� PuaucuriuTiEs c�ArE AN� sTA��uz� iT arTE� T�E coNTRi�uTi��i�; ���'-_'� TREE PROTECTION DETAIL STORMWATER r�A���A�E ,��EA HAs �EEr� r��or�°E��� ��Ta��uzE� -���-��� S I D E VI E� PLANNING/ZONING STANDARD TEMPORARY SILT FENCE FIRE URBAN FORESTRY PREFARED I�,I THE OFFICE OFo PG��'�,JECT; ■ ��,,,����,,�Y �,,,,�,� NEW BERN AVENUE SIDEWALK N� �,�ENSE#F_o,oz E ROS I ON CONT RO L �� NOT «s� F�R �a�sTn���T,o� & T RAN S I T I M P ROV E M E NTS P ROJ E CT �Eve No.a PEvisioN:� oATEe or�awN �Ye eHECKFfl e,�: �!OT Ti'=! �;CAI_E P.O. BOX 33068 D E TA I L S I� ���is docuiT�ent, tnqether with the cor���e�ts �nd �lesiar�s preser� 1 ed herelr�� as c�n ir�strun-i2r�1- �f servlce� is RALEIGH, NORTH CAROLINA 27636 intended oril for the 5��ific ur �se an� cli�nt -For wl-iieh it was ;�r��areda Rause �-.�f an�� im�ro �r PHONE:(919)677-2000 Y P" f-' P� -� r P- ��liunce on tr��is doa�ma�r�t without writt�n auth��ri�ation an�J a�uF��tiun hy I<,imle�.i-H���rn and 4,so lotes, In��, � C� 2017 � �c�ll �ie without li�r�ility t� Klml�y Hc�rn and �ssc���I�Tas, Inc,e ���� NUM�Er�e � sHEEr rduMeEra __ C�,Pyrlgl-�t IUrr�ley-Hc�r n an� A���C�_�iaTes� Inuoy �u I I �� I I �_l �v _� l r �`� �i I_ l_; - I I � N��TEo I!�.E /NLCT TUE'E'�� A� NCECiED T(I �'Fi'EVENT �ILT AND DEBRI� FP,�1M ENTERINC INLET� DUf;'ING CONSTRUCTION.� �IV I I Ub'� 'T FENC'E ED� D) � ��� �� � �F,��� „��� � PROTECTI�JN �SEE D�TAIU 'EIGHTED �EL�IMcNT TU�F li�ilet I ubc� b�4aterials Use inlet tubr�s tl�i�.�t exhibit the followlnG proper�iF�s: Prc��Jurecl by a Manufr�ctur�r eXp�i�ienc�d in sedir��ent tuL,e manufacturing. i;�n��oseci �f �ornpacied c�eoteXtile�, curltd �xcE�ls�c�r woot�, ncitural cc�co�r�ut ribers or har��lwood ���ulch or a mix of these makerials enclosed by a flexli:alc nettin� muterial. Dc� not use straw, straw fiLer, straw bales, pine needl�5 or leaf mulr_h i_iricfer this specificatir�n. Uiilize an outer r�ettir�7 thr�t consists of secar-nless, hiah-density �olyethylen� phot�der�rc�dnblF inai_eric,ls ti��nied wilh ullrcaviolet stabilize�, �,r �i :rc�n�lrs�, Iii��i�-�I?nsir� �,olyethyl�iir nar�-degrc�ciabl� rnal_erials. Installa�.ion: In�tall i��Iet tube� lyir�g flat on the c�round, with r�o ya��� l�et�v�_�er� tl�F�. ur�derlyiny surface and the inlet �tube. I,�s��ection and Maintenanc�� Inlet tubes mr�y be temr>orarily rr�ove�J �iurin�_� cur�sl_r�,rtlon a� iiPecie�l. I�eplace inlet t�abPs damar�ed durmq In�tnliotion as direc'ted by ihe I i�pectr�r or Manufacturer'� Re��r�sentative at the eont����tor's e�x��ense. �Ul_l�J '�I��� FU�� l" RFBAR �I�T FI�TER �AG F�OM IP��ET USWG REBAR FUR HAND�ES. OVERFLOW HO�ES (OPTIONAL) �� s� --iN��T c�i;Ai� s �. �'` t �� i � �,i<< �� ���c��� �iz�r� FOR �.� J�� '�'� I' R E Ei � � z� ' � �r �, � z, / - PEQAR � ' � ; � � TO LMi \,��� �AC4< �� SEC?IME �l � ,� � COL�� C � , LOCATI ���'° � �„� �Uf � r,, B��: GEOTEXTILF BAG— � 1 �4" BRIGHT�Y C��OREC I'�YL���N P,ONE EXPANSION RE�TF'AINT SEC�iRE �IFTII�IG LO���� T�-� oR uNr�E� suRF�ouNn����� I`��METRIC VIEW ���,��� � � � � �REC� NYLON FXPANSION RESTRAINT EMPTY FI�TE� SAC4��; WHEN B�IGHTI_Y COLURED EXPANSION RESTRAINT CAN f�10 �ONGER BE �Er N. i�E�TEXTILE WI�� BE A WO�EN PO�YF'ROPY�ENE FABRIC THAT MEETS OR EXCEEDS RE�UIPEMENT�, IN THE SPECIFICATIC�NS TABLE. AN 01� ADSORBENT PAD OR PI�I OW CAI�I �E PUPCNASED WHEI'�1 01� �PI��� ABE A (��NLERN. INSPEC'T PE� KEGU�ATQRY �'� C�UIF�EM�NT�. THE WIDTH, "W", 0� THE FI�TER �ACK WILI MAICN THE INSIDE WID�TH OF THE GRAI�D IN�ET �i�X. THE DEPTH, "D", OF TI-IE �I�TER SACK WI�� BE BETWEEN 18 II�ICHE� AND 36 INCH�� THE �ENGIH, "�", 01= THE �ILTER SACI�< WI�� MATCH THE II�J �II��E I_ENGTH �")� TI-IE �„��ATED IN�ET BOX. SPECIAL INLET PROTECTION r�i��� i i �-� _;!=�,LF E�EVA I ION �IEW PROFI�E VIEW OF IN�TA��ED FILI� �: SAC4< LOW TO MODEF�ATE FLOW GEOTEXTILE FABkIC SPECIFICATION TABLE � PROPEF?TIES TEST MtTHOD UNITS GRAE� TENSILE STRENGTH ASTM �-4632 300 LBS GRAB TENSILE ELilNG,4TIijN ASTM D-9r�3-' 20 7 FLINCTURE ASI�M D-4333 170 LBS MU�EN DURST A�IM D-3786 8D0 PSI TRAPL701D TEAI� ASTM G-4533 i20 LBS UV RESISTANCE ASTM �-4355 30 % APP�RENT OFENING SIZE ASIM D 4751 40 U5 SIEVE FLOW RATt ASIM D-449i 40 GAL�MIN�S� FT PERMITTIVITY AS1M D-449i 0.55 ��rC -1 MriDE�ATE TO HIGH FLOW GEOTFXTILE FABFIC �rFCIFICATIUN TABLF FRl�i�tRTIE`� TE�T MtTHOD UNIT� GRAF� TEN��iLE STRENGTH ASIM D-4632 '65 LBS cRAe� TENsi�E E�oN�APc�N AsrM �-�c�� z� ;� FUNCTU�E ASTM D-4833 li5 LBS MU�i E�I BURST A�TM D-3%86 420 P�I TRAPEZOID TEAR ASIM D-4-'-�33 45 LB� UV RESISTANCE ASTM D-4�355 �0 i APPARENT �PENING SIZE ASTM D-4751 20 US SIFVE FLOW RAT- ASTM D-4491 200 GAL�MIN�S(� FT FFRMITTIVIIy` ASTM D-4-4J1 L5 SEC -1 1�l'DES GE1�lERAL S TORM WA TER PERMI T S �IL S TABILIZA TI01�1 TIMEFRAMES SlT E DESCF�IF'T l0/1/ S7-A�ILIi A7-10/1/ T lME l IM�F�'AME E�'��,'E�T l� �l1/ '�� PF_RIMETER DIKESa SWALE�o DITCHES �,ND S�OPES 7 DAYS NONE HIGH �UA�ITY WQTER (H�W) ZONES i L�AYS NONF_ ��OPES � I EEPER THQN 30l ��qY� F S�OPES APE 10' OR �E�� II�I �EP��GTH Qf�JD QRE NOT STEEPEI� TI—IQN 2°I� 14 D/�YS Q�E A���WEGo S�OPE� ��ol �OR FLQNER 14 DAYS 7 DAYS F�R S�OPES GREATER THAN 50' I��J �EN��THo al � OTHER QREQS WITH S�OPES F�QTTER THQN 40l I� DQYS I�IONEo EXCEPT F�R PERIMETER� AND H�:�W ZONE�.� � NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ,�r�p�red F'au5� � f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an�J a�u��tiun h� I�,imIE i y���rr� �nd 4 so iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 PREFARED I�,I THE OFFICE OFo ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 0 om H � � H' Z ��oo �o��� �z-I=D =�Dnm � �zD =a'oo z ,� -o � -n 0 nDyD �� (� ~ i o . z . � � a < m mz r �' r H � � � z cf, � D � z C D C'> � � v � v � � Z � mz Z � � � a� � m iHEET 1 OF 1 1607.01 / NOTES 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE ENGINEER. 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE MAII�IT� NAI�.I��:F f�l(�TF�;� MAII�ITAIN THE STOf�IE PAD II� A GONL�111CIN 1�U PRE�E1�11�� MUD (��� SEDIMEI�IT FROM �EP,VING 1�HE �;OI�ISTPUCTIUN ��ITE ��HI� MA r'� RE�UIR� �� I�IODIC TOPDRES�ING WITI-I 2—INCI-I STOf�JE A�TER EACI-i F'AINFAL�, INSPECT AN�Y' STRUCTI�1f;E U��ED Tp TPAP �EDIMENT AND C�EAN IT cjUT A'�� �,I���E_`=�AP�' IMMEDIP,IEI_7' 1='EMC�VE AI_I_ c">�JE��TIOPJAI,�_f:= MAIi_1-'IA,I_:=, r��'ll_I_1=D, W��PIED. ���' T1='P,CP'r�� ��!f�JTC% Pii�;i._Ic; F�C�Ai���IVA'r,� EROSION CONTROL DETAILS PRELI�VII�IAR�Y PLA�1� D�0 NOT 1�5G FOR CONSTRUCTION PG��'�,JECT; Z o� H } QQ ���v LL J � i--i oo�=z z wQ �_ QU�O� H cAl-�O� o��Q z � °C 1 J � H 0� W V �Q o pC � � C� Z z W H a z o O N � v o � z � � N � Z 0 � v H J J � W wa � 3HEET 1 OF 1 1607.01 INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY NEW BERN AVENUE SIDEWALK ��� �� T�=� =�����_L & TRANSIT IMPROVEMENTS PROJECT Jii�, NUMBERe �HEET P�,IUM2Er;a � � I � ��_l �, �i ( r r`s 'i �- (- — I ._ � c o, � � � � i � � O � 0 0 � 0 i � c 0 v c 0 .� 0 i w � � � � C O � c 0 � a� � C N � Q c � m 3 a� Z i � � 0 O i � � � 0 � Q � Y 0 v "' H � � � � z 7o�Op r���� �m-+z�=D =�zyrn 2�0� z,�o�-n �DyD �� U' o Z � m 3 z a� � H � � F"� _ � D �z y D � � � ao r� rD � z � � z �' 0 � >HEET 1 OF 1 1631 . 01 J-HOOK MATTING IN DITCHES MATTING ON SLOPES 18,� � �miN.> BACKFILL-, 6" �miN. � �IATTING SHALL BE PLACED IN TRENCH AND BACKFILLED EXISTING GROUND STAPLES ON 1' CENTERS IN TRENCH �" MIN DIAGRAM OA DIAGRAM OB NOTES: THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION. STAPLES SHALL BE N0. 11 GAUGE STEEL WIRE FORMED INTO A"U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1 INCH AND NOT LESS THAN 6 INCHES IN LENGTH. z o� H } � Qa H��V L.L J a �--� z OO�= wQz�'= QU��H H fAH�OJ O�cnQ z , > °� 1 �~ W � � Q STAPLES ON 1' CENTERS IN TRENCH � o Z `` o � H z � Staple Check Pattern � Q 499 � � oQ az o H z Q'R 99 ~ V Staple 4 � Z H � H DIAGRAM Oc � Q z � w NOT TO SCALE SHEET 1 OF 1 1631 . 01 MATTING MAINTENANCE NOTES� 1. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY. 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP. 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. 5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. S/LT FENCE J -HOOK PLACEMENT ��� V� ��� f. 'EEDEDI J-HDOK lV%!TE� U�,C �,iL% FENC'E J-HOCi�'� FLAr=;rMENl ri�� N_FEDED TD DIRE�'T RUN-C�F� TU SILT l= ENCE OUTLET � AIVD PRE��NT accr �Nru�ATioN a�v� r_�NocR��iNiNc o� s�i�T ,�eNCE. ��� V� ��� � NREVe No.a P,EVISIONr DATEe �JRAWN BYe CHECKED 67': � I� i��is docuiT�ent, tnqether with the cor���e�ts �nd �1P�iar�s preser� 1 e� hereir�� as c�n ir�strun-i�r�1- r�f �ervice� is � i��tPnded orily for the s�aci-Fic purpose an� cli�nt For w' iel� it w�� ,�r�p�red F'au5� � f- �r�� Pii �i up�r � ��liance on tr��is doa�ma�r�t without writt�n authori�ati��n an�J a�u��tiun h� I�,imIE i y���rr� �nd 4 so iot�s, In�-�, �p shc�ll be without liar�ility to h.imlcy-Hc�rn and �ssocl�Tes, Ince C�,Pyrlgl-�t IUrr�ley-Hc�r n and As�oc�iafies� Incoy 2n 17 �iET AL ST AKE J -HOOK DET AlL PREFARED I�,I THE OFFICE OFo / L/'11.L / VJ/ J 1J/ /'V�LSI ADJACENTLY ,41�1D BllyD AT TOP �ITH y�IRE. ■ NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 CO 2017 STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION Steel Fence Post Washed Stone Filte� Across Pipe lnlet BLir� r��r i v� r i v� i iy vv �v�, Upstream En�a of C%� r rn �l r rr i n OV El"f lOW Hardware Cloth ;�%ON� FILTL-h lIULET �'l-�Cl%C���%lC1N I/VILL B� 'OlV�lIJERED lN��IL)EN%AL l U%�lE �.�C)N%�r�����1 ��NiT �r�ic� Pc �; �iNEA� F� >� �� oF Pi��E ,�,��u� �Er� � iN� T ���aTioNo PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION T ,� .. ., .-, h l l,. ,. l,—,. r, ,,,. C,. �! „ F C'+., �— ,-.-. rl � �, ;.. J/ `7 L/�/G/ IVl l l�/W�JVU PL�"W�?C�D /NLET PRr_"�TECTION WILL BE �'UN�IL�ERED lNCIDENTAL Tr! THE ���ONTRAC'T UNIT FRICE PER L/NEAR FOQT OF PlI�E CULVERT INSTALLATIr�N� l/3 Pipe Diameter n�AiNTF�v�Nr�F Nr��T� s F���� Fi�F iNi FT F���nT�ci in�v r��n�w�n�� ,� �Tn�vF�� INS�_FCl� 57-.ANDAR� PIPE lNl__FT PF'OT_FCTION A� LF A�T ONCE A WEEI� AND AFi ER _FACH f�'AINf=,�Ll_� �,9A;�C AIVy� REOIJIREC� l�'_F�AIF'�, IMMEC�IAT_FL � SHOULC� THE FLY�WOOL� COLLAPSE9E�'Fr_FAI�y�R b_FCOME lN_FFFEC7/VF_, REPLACE lT PRONIPTLY� REMOVE SEDIMENT DEPOSITS AS NECES�ARy' �0 PROVIDE ADE(�(JATE FUNCTION F�R THE NEXT RAIN AND TO RLDUC'E F'RES`�LiRE C�N THE /NLET PROTECT/�N MEaSUREo Ta0<E C'ARC TO AVDID !INDEFr'M/N/NG THE /NLET FROT_FCTIUN ME�ISURE DURINC� CL_FaNOUT, REMOVE Al_L lNl._ET FROT.F_C'T/ON MATERIAL� AND UN�TAF'l_E �_FGNNIENT DEPO�IT�� AND BR/NG TH_F �AR_FA T�� ��'RAD_F A,ND S�AR_ll_.l%E Il aFT�R 7 Hl= �' i^�Nl RlB!lTING D�AINA!-�� �,h'F_ a Ha, _ r� FN ���5'r)F'E�'i_> _> �;���li_.l- FD:. EROSION CONTROL DETAILS PRELI�VII�IAR�Y PLA�1� D�0 NOT 1�5G FOR CONSTRUCTION INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY PG��'�,JECT; NEW BERN AVENUE SIDEWALK ��� �� T�=� =�����_L & TRANSIT IMPROVEMENTS PROJECT Ji i�, NUMBERe � � I � ��_I �, �i (_i r`s 'i =HEET h,lUM2E-;e