Loading...
HomeMy WebLinkAbout20150635 Ver 1_Application_20150626� 4 ��^ :.. � � : �, Soil Horizons, Inc. PO Box 1063 Youngsville, North Carolina 27596 DATE June 26, 2015 Memo TO Mr. Rob Ridings Transportation Permitting Unit, Division of Water Resources, Wetlands Branch FROM RE John R. Davis, Jr. Candlewood Road Culvert Replacement Rocky Mount, NC o��C��d�D JUN 2, 6 2015 DENR - WATE� RESOURCES TRANSPOR7ATION PERMITTING UN�7 Mr. Ridings, 1 think you have had some email communication with Mr. David Revoir and Ms. Cherri Smith about this project. I am submitting the PCN plans for Mr. Revoir with Appian Consulting Engineers. As an overview, they are just replacing an old existing undersized culvert with this new twin culvert. The existing culvert has been in place for more than 40 years and should qualify as an existing use as far as buffer impacts are concerned. This culvert is a present and ongoing use that is mostly exempt from buffer regulations; however there are minor areas of buffers on each end of the culvert that will be impacted by construction. The PCN application has some photographs of the site for your review. There will be minimal new impacts to streams or buffers with this replacement. This culvert will be placed in the stream in a manner that it will allow for fish and other aquatic life passage through the lower culvert "B". Concerning the buffer impacts, I have only listed those at each end of the existing culvert that may affect existing vegetation. No wetlands are found on this site due to steepness of the stream bank. Please let me know if you need any additional information for your review. You can always contact Mr. David Revoir at: drevoir ,appianengineers.com related to the engineering details and myself, John Davis, at: soilhorizons(c�gmail.com with questions about the PCN. Always available by phone Thanks John Davis 919-818-5087mb �,�Gl(�eG' 1 .S�Is' 0�/ G�% ���un� d G h e c �<' -Fc�'� ��Z �-%� % �F W A 7F9 o' %� ��'y��i���c > ', I.�JI `- �� � r �.- _ -� _�.�., O�ce Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Qualiry Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Candlewood Existing Stream Crossing Upgrade 2b. County: Nash 2c. Nearest municipality / town: Rocky Mount 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state NA project no: 3. Owner Information 3a. Name(s) on Recorded Deed: City of Rocky Mount 3b. Deed Book and Page No. Plat book 10 / Page 116 3c. Responsible Party (for LLC if NA applicable): 3d. Street address: Near 121 Candlewood Road 3e. City, state, zip: Rocky Mount, NC 27803 3f. Telephone no.: p 3g. Fax no.: NA 3h. Email address: 2 �• D DENR - WATEti RE.�vUR: �S TRANSPORTATION PERMITTING UNIT Page 1 of 1 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: John R. Davis, Jr. 5b. Business name Soil Horizons (if applicable): 5c. Street address: 285 Dreamcatcher Trail Sd. City, state, zip: Youngsville, NC 27596 5e. Telephone no.: 919-818-5087 5f. Fax no.: 919-554-2363 5g. Email address: soiinonzonsG�arna,i co�T, Page 2 of 2 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): Road right of way near 121 Candlewood Road 1 b. Site coordinates (in decimal degrees): Latitude: 35.966843 Longitude: -77.858325 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: < 0.10 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Winders Creek tributary of Stoney Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C, NSW 2c. River basin: map is available at Tar-Pam http://h2o.enr.state.nc. us/admin/maps/ 3. Project Description 3a. Descnbe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: There is an existing 40 year old culverted road crossing that is aging and is in need of repair. This culvert is in a well landscaped residential area. See culvert photos on Figures 1 and 2. 3b. List the total estimated acreage of all existing wetlands on the property: None 3c. List the total estimated linear feet of all exisfing streams (intermittent and perennial) on the properry: Approximately 140 linear feet of perennial stream on the property. 3d. Explain the purpose of the proposed project: To replace the aging old undersized culvert with a newer twin culvert design. 3e. Describe the overall project in detail, including the type of equipment to be used: After locating all utilities, install dike and pump around practice, silt fencing and inlet protection on inlets. The existing culvert will be removed with large excavating equipment and replaced with same type of equipment. See Construction Sequence on Sheet CE-2 for more details. Page 3 of 3 PCN Form — Version 1.3 December 10, 2008 Version 4. Jurisdictional Determinations. 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type � Preliminary ❑ Fina1 of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Craig Brown Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. NA 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. NA 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 4 of 4 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries � Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdicfion number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T W1 ❑P�T ❑Yes ❑Corps ❑ No ❑ DWQ W2 � P� T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P � T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: NA 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 39� Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) o� intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 � P � T Twin Culvert Winders Creek � PER � Corps 8 90 ❑ INT � DWQ S2 ❑ P� T Rip Rap Winders Creek � PER � Corps g 45 ❑ INT � DWQ S3 � P � T Conc Encase Winders Creek � PER � Corps 8 5 ❑ INT � DWQ S4 ❑ P� T Up Dike Winders Creek � PER � Corps 8 5 ❑ INT � DWQ S5 ❑ P� T Down Dike Winders Creek � PER � Corps 8 5 ❑ INT � DWQ S6 ❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 150 3i. Comments: The concrete encasement of sewer line will be in the same area as the the rip rap. Permanent impacts will be 95 linear feet. Temporary impacts will be 55 feet. Page 5 of 5 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary (T) 01 ❑P�T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: NA 5. Pond or Lake Constructio� if ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: NA Sh. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit I D no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: Page 6 of 6 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts be{ow. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse � Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora T im act re uired? Silt ❑ Yes B1 ❑ P� T Fence Winders Creek � No 750 0 Up Silt ❑ Yes B2 ❑ P� T Fence Winders Creek � No 880 0 Down 83 ❑ P ❑ T ❑ Yes ❑ No 6h. Total buffer impacts 1630 0 6i. Comments: .The existing culvert and road banks are considered as a present and ongoing existing use. The only buffer impacts will be to the vegetated areas in zone 1 at ends of culvert necessary to get equipment in to conduct work and to install silt fencing and erosion control BMP's A few trees will have to be removed around a drop inlet and culvert ends. see photos on Figure 1. Page 7 of 7 D. {mpact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The new culvert will be place in the same location as the old one. b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Temporary practices such as the pump around method and rip rap and silt fencing will be used to control sediment in the stream during construction. See details on Sheet CE-4. Stream bank vegetation will be allowed to regrow after installation is complete. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: NA 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool �cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian weUand mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) weUand mitigation requested: acres 4h. Comments: Page 8 of 8 PCN Form — Version 1.3 December 10, 2008 Version 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires � Yes � No buffer mitigation? If ves, vou will have to fill out this entire form — please contact the State for more information. 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., paymentto private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Existing cutvert qua�ifies as an existing present and ongoing use so very few buifer impacts apply to this project. Page 9 of 9 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: Only upland disturbance is the temporary location of a haul road on high ❑ Yes ❑ No ground that will be returned to vegetation/landscaped area. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? <1 % 2b. Does this project require a Stormwater Management Plan? ❑ Yes � No 2c. if this project DOES NOT require a Stormwater Management Plan, explain why: No new impacts to uplands. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 10 of 10 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of pub�ic (federallstate/local) funds or the use of � Yes ❑ No public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North ❑ Yes � No Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer ❑ Yes � No Rules (15A NCAC 2B .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): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a c�alitative Qr quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narr�ve desCription. The area is built out with established residences. Work is classified as maintenance and repair. No new development. Will happen as a result of this project. 4. Sewage Disposal (DWGI Requirement) 4a. CVearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject faciliry. Existing municipal sewer service to residences. 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? ❑ Yes � No Sb. Have you checked with the USFWS concerning Endangered Species Act impacts? � Yes ❑ No � Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NC natural heritage program website. See attached report. No federally threatened or endangered species have been found in the vicinity of this project. Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA website. http://www. habitat. noaa. gov/protection/efh/efhmapperfi ndex. html 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National � Yes � No Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NC Natural Heritage program website. No historical sites within'/ mile radius of this site, 6199 Willams Point 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: No new fills will be placed in the 100-year floodplain. The twin culverts will provide more storage for flood waters than the old undersized culvert. Sc. What source(s) did you use to make the floodplain determination? Nash County GIS website and NC Flood Risk Information System website: http://fris. nc.govlfrisll ndex.aspx?user=General%20Public&address=6199%20Williams%20Point%20Rocky%20Mount%20NC&ST=NC&ST=NC John R. Davis, Jr. 6/23/2015 Dw►� ApplicanUAgenYs Printed Name pplicant/AgenYs Sign re Date (AgenYs sig ture is valid only if an autho ation letter from the applicant is provided.) Page 12 of 12 � .�.,� Photo 1: Looking south, existing culvert under darker asphalt. Photo 3: Looking north, west shoulder Conditions. Trees around drop inleU NTS � �:: Date: June, 2015 SOIL HORIZONS, Inc. PO Box 1063 Youngsville, NC 27596 Photo 2: Looking north, east shoulder conditions. ��� �; : �� : � `-� ,� . . .r _ - �: f , � ` � �. _: :. . <n; �.. � � �. �:�;� " ".� I r. .-�. �� n� �d ��. ,,r� ,� �,� ,.. r ���.� r � �,;� , , , � , _ '�� , � �; � ', �� ` � -; �a� ��:.: � s = �, �; �'''� 4 e ' • 7 ,[ � �r � :.� �� ;,. - ��`i �,'�:�'+� , � � � � w�a `' ` A ` J � :�.� � � �f� X . �+ �+ �.° �- � � r - � • ,/ , ��. .�, :� � ,�•, , - ' 7, �. �`:•' ►�- . �� . . � � � �_ ; , � .A - �..` - �.. . `� � � o , L•� • Photo 4: Aerial view from above. Candlewood Road Nash County, North Carolina Figure 1 ■ ' � � � �� �s�i� � #L:r - . _ . . y -M�� � a i�.. '`k'�� � �r ' � •. y . 1►Y ,s� .�q�yj - ' � -�! �� _ , _ ..�: � � r _��^�..k .n . • � t`d � � � � �-" -`� . a . ti� ." J . .- Y.+►:_ � .� - .a����� �."��c�`'�`-,._ -•..'�"s.+ �f�l ,�i`���,',l��3 � `e `*i f ``°°�a� T � s � �{. � � d��j�� _ `a. _ . . , _ �a� � �.Y� jy. , � " w^. , � ��'.l. . .. . _ _ F �. - �4. . ' �� . f �r i 6-��� � . _ '. . , r ' F.�. wi�' . .. . '��5�/^�^"'�7G �. TsT,� �.�IPi.I' �'.. j.: . ���� � ' , ".�, 7 � �p � v..:. `� - �Ir%� J�`.. � Y '� . —! y- �Y .-. � � ~ / • � � 1 t f � � f y' � :3i"li R . y ,�. ., +�r 7i *L ��- i e� �. 4� v-� -• y .rv{��r'� S%. �,y.,;� � �-�" .. �*, p . �r. .. - � . -a '����y',w.�. ! / � _" 1� v,�; ,. -,} - f•�'�� �. �s�s . � . �. • :��.� � xv -� '� ... } �r�'M�� 'I-� �# __ � �-'c'-,K~� z+Y''i M��R� �� ��4- _ i_�. -y�-. {��,• � .. . `._.-o�.. ��X � I' ' . ,.�' �yf�._- ..e .�... (�.l � -- rP . -I.: • ■ �� a-..J..r < �am.~ � ll _..'� -. - � . Photo 5: Looking at inlet end of culvert with brick wall on west side of road. f: - .. t i.. .�.� \. � �� Ii ' 1r', ' �+ i � � . � y � .. . �/� � � • � �`�'✓ �• � iS���` Q'r r � 1 � �•.� .. .• -. .r''' ^� -:.1� '�-- ���� r p, f .�.... _ :, F .� - , 4 '. �RO . . . -' �, a'. �`��i„'='�'" : sr�,i�".' . . �,3' +��� �� - - - - - I r' � ' -� . t �' - � . �s :' � �����r'��- �p" � �.� ����..�� -�`}�..� - % a y . � i �.� . �'""� �. � �~ . - . _�� c _,� � ,A: �- � -. . ',«�4'1_, _ , � �•� ' �iry •�F.. ��� -:����w4• . .� - *I ��-# .< ` ' �.. � � a. 1+� .. ... �.�..y�^�_ � : .:.1 t- s � Photo 6: Looking at outlet end of culvert with damaged brick wall on east side of road. ' NTS I � - � ���;� a;��::v�;�.�, a..�. 1 :`'' PO Box 1063 �:�.._; `' Youngsville, NC 27596 � Date: June, 2u15 j " �.ar�aiewvoa rcoaa Nash County, North Carolina Figure 2 i ��� � � l�i�DE�R North Carolina Geparirl�F►7t of Enviiorn?��►�t and Natura! �e����_i��_F� Office of Lantl antl Water Stewardship Fat I,1c Ca�v� Br�an c,r,�sa� Dc�nalu R, van �r'��art Gin��fll[7� oi�ector SECfErdly June 25, 2015 John Davis Soil Horizons PO Box 1063 Youngsville, NC 27596 soilhorizons@gmail.com RE: Candlewood Road Dear John Davis: NCNHDE-417 The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources from our database that have been oompiled for the project referenced above. A query of the NCNHP database, based on the project area mapped with your request, indicates that there are no records for rare species, impoRant natural communities, natural areas, or conservation/managed areas within the proposed project boundary. The attached `Potential Occurrences' table summarizes rare speaes and natural communities that have been documented within a one-mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists and is included for reference. Please note that although there may be no documentation of natural heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have been surveyed. The results of this query should not be substituted for site-specific surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. Tables of natural areas and conservation/managed area within a one-mile radius of the project area, if any, are also included in this report. Please note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may not be redistributed without permission. The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve (DNP), Registered Heritage Area (RHA), or Federally-listed species are documented near the project area. Thank you for your inquiry. If you have questions regarding the information provided in this letter or need additional assistance, please contact Allison Schwarz Weakley at allison.���eakle �¢-ncdenr.gov or 919.707.8629. Sincerely, NC Natural Heritage Program Page 1 of 3 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area Candlewood Road June 25, 2015 NCNHDE-417 Element Occurrences Documented Within a One-mile Radius of the Project Area Taxonomic EO ID Scientific Name Common Name Last Element Group Observation Occurrence Date Status Freshwater 21947 Elliptio lanceolata Yellow Lance 1991-05-06 Current Bivalve Freshwater 15588 Lampsilis cariosa Yellow Lampmussel Bivalve Mammal 24389 Corynorhinus rafinesquii Rafinesque's Big-eared macrotis Bat - Coastal Plain subspecies 2001-OS-22 Current 2006-PRE Natural Areas Documented Within a One-mile Radius of the Project Area Site Name Representational Rating TAR/Stony Creek Aquatic Habitat n/a (Not Applicable) Managed Areas Documented Within a One-mile Radius of the Project Area Managed Area Name Owner Nash County Open Space Nash County: multiple local government Nash County Open Space Nash County: multiple local government Current Accuracy Federal State Global State Status Status Rank Rank 3-Medium Species of Endangered G2G3 S1 Concem 3-Medium Species of Endangered G3G4 S1 Concem 5-Very Species of Special G3G4T S3 Low Concem Concern 3 Collective Rating C3 (High) Owner Type Local Government Local Government Definitions and an explanation of status designations and codes can be found at ht� s:i'ncnhae riatureserve.ory�content!h�. Data query generated on June 25, 2015; source: NCNHP, Q2 April 2015. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. Page 2 of 3 NCNHDE-417: Candlewood Road June 25, 2015 120,574 0 0 175 0.35 0] mi � Project Boundary Managed Area (MAREA) ` ] Buffered Project Boundary j� NHP NaturalArea (NHNA) Page 3 of 3 0275 0.55 1.t km Sour;es'. Esn. t1EnE. Delofine. Tom7om, 'ntermap, muemen: P Corp, GEB:.O USCS, fAO. NPS. NRCAN GeoBese, IGN. Kadezle• YL, .. (� �:f'* r.i.,.. 'r? t � � i •, r� � � � i +' (, � n ' n -> r . P T . . . . .. � r, _.... r> �� r � ,-, c � - ... ...� c> t c f ._ ' , f r } ; .� r ,- � .- , , I I � I n n '��. m r,, � � o ;-•,, n -, + , ri r r'�-i . ' ��.. c. +' , r + ,. h ' a f c � r i-. . .. ., .., `� +' ' c � i r m � ,c -son �00 �ou, a� �o?s.,,�ir�., _, a� .t..� s A, hese draw�n s ha��� b. _n ;',...�� r r i r .. .- , I �� � ; h .'1. e. ...�sS!Or'`. .v} ��c�� ., . � , J r. � _ o� p4 a�te o, b�, d�„1 „��;,�,�v.�, �,.��� �,d e,,,c�,�� ,re �rope, k, of t,�� Eng�n�-er �or u�.� unde, ���s s��,�erv,s �,�. lo ep,oduc� on � oth�, �,se �� c�l o�.d w t out s p e a�4 .�v ns�. n ,ervice o ca �r,, �uld. wr � �, ,' 1. The p�rp�s� e�f this pr���ct is the repl�c�r�ent c�f the �xES�in� 77"vv x 52"h c�er�a�ated rr��tal arch culvert �ue tc� struct�aral failures. C7ouble 7'� 5' preeast ��ncre�� b�x eulv�rts are pr�p�sed, Qidders n��d t�a c�r�fully read �he Spec. �l Prcavisiar�s sectic�rr of th� cantract speeifieat�or�s, as th�y wil! b� adhered to tightly re�ardin� wh�t each b�d rter� in�iudes. 2. Location and t� a e-a hical ir�fc�rrrtatican sl�ouvr� h�r�r� �btained fr�rr� �n act�yl fi�ld surve erfr�rm�d b C�c�rrald S, Hilhors� PL 2L24.14 i f R k P� P YP Y , S, ,Ctyo c�cy Mount GIS and Nash C�un�y �IS. Ref�r�nc� E�aturr� is M11AV� ��. 3. �c�und�ry inf�rm�tion �b��in�d frar� N�sh C��anty C�IS �s sf�csvvr� f�r r�fierenc� �nly. Ceansult Profi�ssional �and Surv�yor far bour�dar� d�ta. I�c� Ic�cation af r� ert bo�n ri rn n vv I nd d lir� �ti�r� flood z�r�es car buff�r� �r�s erform €� rr� p p y d� es, �ase e ts, efi a e� , p ed, a d ust be done by a Pr�f�ssi�n�l �.�nd Surveyor. This docur�ent is I�(JT to be �sed as a I�eed e�� Easert��nt, n�r is it t� b� ge�nstr��d �o permit the loeati�n, descriptian, es�abfishrr�er�t ar re�stabiishr�er�t c�f property fin�s c�r deseripti�ns �f lar�d bour�dari�s fear cc�rrveyar�ee, 4. �II mater�also c�nstrsacti�n, workrnans�ip shalf rneet �h� City c�f Rca�ky �iour�: �and C?�velapra�e�t �c�de ar�d Man�al of St�r�d�rds ar�d D�si�r�, �9�C�E�1Ft and �IC[��T req�ir�ments, as va�ll as sp�cificati�r�s ar�d ccanditions �n th�s� plans �rty ��andards shall b� rr�et. 5. ��niractar ar�d s�be�ntractors �ha6� cc�rr7ply vvi�h �II �S�6� r�q�irerner�ts �nd �ertQr��nt provisrans crf the "1�i�nual caf Accid�nt Pr�v�nti�r� �ra C�nstructian" issued by ��� �f fi,rr�eric�, Inc., ar�d �he Saf�ty and �€�alth Re��alati��s f�r Ce�r�tru�ti�r� iss��d by th� �1.5, Department �f Lab�r. 6. �or��ract�r shall saw-c�t to pr�vid� smooth tr�rrsiti�r� at �ie-in �t� ��is�in� ed�� �af paverr�en� �here applicable. ?, E}CfS�( C� �9TIL1 !ES a. The Cc�r�tracte�r shall be respc�nsible for re�i�snri�g �nd v�ri�yin� all �xistin� ���e c�nditir�ns. Any adv�rse existir�g canditiar�s affectin� work shrawn shall be brau�ht to th� attenti�an af th� en�ineer fcsr pc�ss6ble clarifiea�i�a� car reec�nc ',Fatie�n. b. The contr�ct�r shall be resp�ar�sible fc�r the rep�ir �f ar�y pauerr���t or ���st��� utili�ies th�t may �e damaged due icr cor�struct��n ac�ivity. Exercise eautian. c. Existing utility (ac�ti�ns sht�wn, if any, are �pprcaxir�t��e ar�d sh�ll �� u�rifi�d ir� th� �ield pricar to beginning wark. Cor��ractor sh�ll cc�r�tac� the 81� f�ne Call C�nter far locatit��s c�f �xistin� utiliiies pri�r ta b��innin� cc�r�s�ru��i�r� d. TFIE C��IT�ACi�R S�AL! �E �ES��?IVSI��E F FI�L \fERIFl��41`i�t� �F �HE L CAT��RI AI�� C�E�TFi �F �LL �!1`I�ITIE� l�P�� Si�2l1�TE��ES i�1Fi6CH ��G1SS °FFEE R SIT'E !� Y E FFE�T'E � IS �ER 1°1 Sm e. Contraetor is resp�n�ible f�r determir�atic�n or discc�very caf �xistit�g und�°�re�und s�c�ra�e t�nks (U�T}, septic tanks, abande�ned utility lir�es, graves c�r cerneteries �hai rna� exi�t or� the si�e. f. Contractor shall videc� the �xistin� cor�ditior�s pric�r to b�ginnin� e��rk t� �r�t�ct ag�inst un�nrarranted claims. Canstructi�n areas are tca be left ir� a conditi�n �quai tc� �r b�tter thar� pr�vi�us c�ndi�i�n uporr ceampletic�n c�� �>��k. o ELECTRIC: a. Contracte�r shall �xereis� exfir�m� cautic�n vvhen a��rkin� �nder, ar�und, ��d/�r adjac�nt t� existing povv�r iines. El�etricai lir�es ar�d povuer p�les are owned �nd maint�in�d by City �f Rc�cky Mlou�t Publie Ut�litie�. Fc�r ir�farm�;�on cc�ncernin� ef�ctric service, ccan�act [�arryl Strcather, Gity Energy Services, 252.467.4�0$. b. The C�ntraetor shall co�rdir�ate the reiacation c�� th� existin� s�r��t li�ht G�.� el�ctrical service with the City�. Contact Darryl Strather, (252.467.480�) at least �wo (�} weeks prie�r te� ce�r�struction. Cit� tc� r�ie���te existir�� str�et I����t ar�d electrical service pric�r ta eanstructie�n. 9. ��S a. A Crty representativ� r�ust b� preser�t pric�r tc? �r�d d�arin� ar�y cc�rrs�ructie�n �rit�ir� the ar�a of existing gas mains. b. The �ontr�ct�r sh�ll caordir�at� the adjustrt�er�i ar r�la���tic�� e�f �as rr�air,� with the �ity. Contact �loyd Turner �252.467.���9} at le�s� twrc� (2j �nr�eks prior to ccanstr�ction. All adj�stments �nd relocatic�ns fc�r gas lines will b� p��rfc�rrr�ed by the City. 1�a E VI�� E T L �. FL QPC 1; Tt�is �r�a is Ic�cated in a FEMI�, rr�apped fle��d ar�a per Fc��IA (�lap Par�el 3720.3830.00lK, dated 6.18.13. According ta fVC Floodpfair� Mappir�g, the Wirrders Creek tributary v�as CVCJT st�died by FE�/I� �r the ��FlV1P, �r�d such no Fl�c�dw�y has b�en mapped far this section of the creek. F[aoding shown or� the maps �s de�e tc� back�ater frarn Stc�ny �r��k. Nca N�� da�a is available fram �iCFMP. The 1Q0-year flor�d elev�tie�r� at this locaticar� is approxFinately 112.0�° �n�t shawrr�). A de��il�d drain��� c�r flo�d study ��s not performed fc�r this pcaject. . 9PA 1 IIFFE So i. ihe stream shovv� �n th� plan is prat�ct�d by � i�r-Parr�lEeo Rip�rian ��t�°yr 50' frc�rrd the tap caf bar�k, Er�crc�achmer�ts intc� th� riparian buffer shavvn have beer� permitt�d �nd �pprc�ved by IVC�E[�R. (�� additi�nal dist�rbanc� ;s allc�v�ed. ii. Contracte�r to install silt and/�r or�n�e saf�ty fer��e ai�ng the (imits �f th� ��affer t� ensure th�t the k�uffers are prot�cted at all times �rar� ceanstruction and sedir��r�t�tion. ��ntra�t�r is respc�r�sible �car �ir�es fr�rr� N�CiE�iR incurr�d by additic�nal disturbance of the b�affers 11s � ��El"�: a. DO �!(�T PC3tJR AfVY �t�(VCRETE BEFQRE F�R�/IS ARE P�lSPECiEI� �11V� �PP��V�E� �l' TNE �ITY �ND PRf�JECT EI�GII�EERo F�ilur� ta do so rt�ay co�stitute removal �f work p�rf�rrr��d at C�ntrae��r's cc�s� ur��il rrs�d� satis�actory by� :°�e E��in��r. b. Contra�te�r shall �r��c� f�r ar�y pote�tial up�rad� d�pr�ssior�s �djaee�t ta a:=d b�hind prc�posed car�erete. Shauld any be detected, fili tc� pr�vide pos�tive surface drair�a�� over ec�ncrete 12. �AI CE a. C�ntractor tc� can�irm �izes �nd location Qf conn�etic�ns with ��isting drain:��e pri�r ta eor�structia� arad c�rdering culvert. b. Starm drair�a�e pipin� �haPl be rein�orced ecancr�te pipe (RCP}, Class Ili, c��fc�rrrrin� to ASTI�tI C76, unl�ss otherwise nc��ed. All joints shail b� sealed. 13a 1' FFIC � 1' L: a. ,41i methods, si�ns, p�vement r�arkings �nd �th�r traffic c�rrtrol devices ���II caraf�rm to the M�r���l an Unifarm Traffi� �c�ntrcal ��vices {MIJT��) ar�d RI��QT st�ndards, ar�d are th� C�ntr�ctor's r�sp�nsibility. b. Sin�e the existing rna�lbox a� Edw�rd A,stir� pr�pert� v�rill b� blt�ck�d d��°�� c�nstructi�r�, inst�ll ne�r ternp�arary m�ilbc�x at the sa�athern drivew�y. Rel�cate mailbox p�r NC[�C?T Sectican 107-12 e�f the N�C��1" St�ndard Spec���catic�r�s for Rc�ads �nd Siruc��res and cc�ardinate vJmth �he US PostaC Service. Any dama�e to e�istEr�� mailbc�x, driv�vvay ar I�ndscapin� shail be r�paire�` �t r�a �ast tc� �Mty. e. Contraetor shall l��� black �h� briek driv��ay �r�trar��e tca lerry �ilcardsw��t� (Candlew�od Estatesj pr€�perty. The brick parkin� ar�a near the mailbe�x shall NOi be used �r black�d by cc�nstructi�n v�hicl�s. Any darr�a�� to exs��in� rr��ilboxes, br�ck areas or land�caping shall be r�p�ired at r�o c�st ta City. 1�k. Contractar shall be respc�nsibl� far a�y c�sts ir� exc�ss �f ne�rrr�al ccr�s�ructi�� r�eih�ds d�� te� adverse cor�ditiorrs, or fa�l�are tc� �isr� raot6ce, th�t precl�de the �se of the �ity's st�ndard installatic�� rn��hsads. Examples c�f s�ach are, :�t ��t lir�aited �c�, bc�ring, cor�dui� installatic�r�, pav�rr�e�t patchin�, concret� replacernent and lar�dsc�pin�. 15o AS� UICl°S � S1° �T'1 StJ VE�Sa ��r�tra�t�r shall ernpl�y a qualifi�� Prc��essir�raal Land Surveyor (P�S} tca prcavide ccanstructic�r� and �s-built record drawir�gs as noted �r� �he prc��ect specificatior�s. Surv�y �nr�r{c fc�r this prc�ject i��I�de�P but is nc�t lir�ited to: i. Consfiruction stakin� ii. Staking of existin� eas�m�nts �rrd right-of-way c�n the f�ur pr�p�rti�s inve�a���d iii. Staking af clearin� lirr�its iv. Cc�nstructian surv�� caf sew�r prie�r tca plac�mer�t c�f cc�r�cr�te �r�caserner�t �a creek v. Canstructior� sura�ey �f eulv�rtjv�ringwall f�ur�dati��s pri�r to pl�cerr���t caf ��undatior�s vi. As-built survey �f all st�rm dr�inage, sevv�r ar�d �at�rlir�es. 2�0 �(��0. A iEE: The C��tractar sl�all �uarar�tee the qu�lity �� I�is work �c�r a�Qriod af twelve r�arrths after accep�ance. �ho�ald the vvc�rk fail ta perforrn according to thes� pl�ns and speeifications, the ��ntr�ctc�r shall b� r�quir�d �� cc�nduct e�rrectiv� actions afi r�a cost to the C�vvner. Such adequacy shall be left to the discre�ion af the Engir��er. • 'w � ' • � �. �r�� �� � � : '�. : + ?�- : �� �ity �tar�dacd f��t�� 1. RII r�quir�d improverr�ent� �h��l cc�nform tc� the City c�� �c�cky Mo�anfi`s ��nd ����Ic�pm�nt �ade ar�d fv�anuaf af Spec�ficat6or�� ar�d [��taii�, lat�st �ditian. 2. Qmitted. 3. Omitted. 4. Omitted. 5. The disturb�d area fcar this praject �� less thar� 0.5 �cr�. Th�r�fore, �tarmwat�r �et�ntic�ra ar�d nutrier�t man�gemen� are nafi r�quired. 6. The disturbed �r�a �c�r this proj�ct 6s ie�� thar� 1 acr�. Th�eefare, � forrnal �ed���ent�tion �r�d �rasior� CantroC Plan i� r�ot r�quiredo Mow�ver, the �ifie is subaect to �ros�an car�trol prov�s�on� and th� �or�tractc�r �� respcan�dbl� fc�r cQn���n�r�g all �rasior� �nd �edirr��ntatian �vith�n th� projecfi limffs. 7. Capies af all permits �nd apprc�v�d pl��s €�ust b� k�pt on �it� in a permit box °�iat i� �on�picuously locafied and eas�iy accessibl� during constructior�. This ir�clud�s �pprov�d c��structica� pl�ns, en�r��chrn��i �gr��rner�t�, �nd drive�va;Y p�rmits. �. Ce�ntours �nd/ar spcat elevatioe�s on th��� plan� w�r� ab�afr�ed from �r� ac�ual `E�Id �urv�y p�rFarmed by Dc�r�ald �. I�ilhor�t9 PL�, 11.24e14, CEty of Rocky M�unt GI� and Na�h Ce�uniy �I�o (��ferenc� D�tum �� (�aVCt ��. 9. Site li�s ir� Flaod Zane AE, the 10Q�yr floodpf�ir� per F��tIA FIR�� 3720.3730.����i� d�t�d 6e1�.13. Accc�rding fo f�� Fioadplain fVl�pping, fihe VVir�ders �r��k tributary �a� N�T stud6ed by F�N1A ar t�� NCFMP, ��d ��ch nQ Fi�c�d��y h�:s been mapped for fih�s section o� the creeke Th� 10Q-year floc�d �levation at this locatican a� apprax�mat�ly 112.0±. i 0. �ontractor/Developer �hall cantact �ity c�f Rocky f�c��r�t �c�nstr�a�ti�r� Ir��p�c�ar �ill �ridg�r� at 252-343-3156 or�e v���k prior ta b�ginn6rrg constru�tsarr. 11. Gontractor shall contact �ifiy c�f F�ock�r fVEe�unt P�ab�i� fJtili�ie� �t 252/467R4�0� �,� �oordinate th� inst�il�tian af eleetric services �nd 2�2/467-4�27, 12. �ontractor shafl own and be re�pon�ible fc�r th� in�tall�t�e�n caf �Iec�ric ��rvice ic= �h� point of delivery id�ntified by Fte�cky Mo�ant Publoc UtilEtoese 13. �antractorlawnerfd�u�l�ap�r i� re�pons�bie fc�r �II ca�t� rei�ted to th� r�lc�cat�c�� �f any ��i�tEng utilities. 14. Contractor s�al! b� r��p�nsible for any costs ir� exc��� �� norm�f c�n�tructian ��thod� due to adv�r�� cor�ditic�n� or faiEure to g��r� nc��ic�, that pre�lud� th� use af the Gity's �t�nd�rd insta�l�tion sn�thc�d�. �xarr>pl�� of s�ach �r�, but nca° �s-�ited to, boring, cond€a0t ir�staii�tic�n, pav�ment patching, con�rete rr replacem�n�, and I�nd�c�pinga 15. C�mEtted. 16. The contr�ctor i� r��p�nsibl� for callir�g th� �!C C}n� ��I� Genter �t �11 to Ie�c�;� �xssting e�tilities priar t� b�g�nnir�g �ork. APPIAN �QN�ULTI(�G ERIGINEERS, �eAa 154 Roundabaut Ct., Rocky M9ount, N.C. 27804 Phone: (252} 972-77�3 Fax: (252} 972-763� Email: adminQoppianenginsers.corr� World Wide Web: www.eappianengineers.com �' � ` � � � � � � r��� � � � � � +� „� �. � ,�, � : �� ���.� � � � J �� �!�°� ��°� c���� ��°� ��°� ��°� � � � I�1 �������� ���������� a I�1 �[�Vt� � L��- ��� lJ LIV Lt�'" L� Ln1 Ul� �°- U�t1 � I�-" ��? � L� tr'' I� L�=,1(J�1 � � p `�'- � � � � � �`-`.✓ � � L�/ � t1 Lr-�l � � � ��o�oa� co����� �c��c� ��� ���' ������� ������� ������������� ����� o � �Q��,� ���1����1�1��U�U�1 �����L�� �', 3 i . � . ..,. , .... EX. EDGE PAVEM'T ------------- TO REMAIN . EX .AREA LIGHT �..�� � CONCRETE _ � �4 -- — -_ �X. ELEC. �iNE � PRO. UNDER-GROUhID __ _ ELEGTR�C .__��__ _ _� —�5____ __ �X. SANITARY SEWER ,, __ _ _ . --s�r— _ _ _ _._ EX. WATER MAIN --- -; Ex�sT�NC car�TauR 9so ��o�os�a ca�vrauR � . � EXISTING GRADE , 95a.Q0 PROPOSEQ <<NISNED ......,....._.. �. GR A QE ��� � ��,���� � �� C I T Y 6 � �"'u� ( ) �y ,. ':��.. N D R T H C A R❑ L I, i A +I�� � j i � .' � � �: �� a � . « � ! L� �� � . ' � # ' � �.�;.j : �, I A�� �» I�I II ��II��� I����I ��� �I�II, _1! p.�� �#►. � « � � I�� t �, , �,, . �, 1 � • � � � � . � � � � W...v.�.,�..�,.�...�..�,.W.:.� � �` t � �' �: �i, ���iV. �;��� �iu �� � ��� ` � • • ; ��, � i `. � �EFORE YOU dIG, CALL � � 1; ! NORTH CAROLINA @NE-CALL CENTER www.ncocc.org � � a N � � N � � 0 � � 0 � � 0 � a� 0 � � � � �� � i �? . . ... ... . . . . . . .. . . .. . . .. .. . . . . . . t . ,` ,. �,e.. � 3 � � .. �GP r� ( � ( 1 ���° � I �', I , ' .� � , �� � � � � vt � � : ex. sonit�ry s�wre^ rr�crnPtcal� �r r � rrm et�v�z�iczra� fpS,S� �� � �1 o I � ���` � � c� `" rn e��rt In - 9C�i. 74 1� �, 1 t 1 E 1� � �` � � � �� � �� � �, P Ana�, � I, ^� J1� I � @�3 , � , z4 e" e'� � e �t � ��� �2 � � � / �° . � � F � ��� ����������� �� .�CI7Y...�F ... ..�.' ' � ~'' ry� <^ 0����P \P� � °� ' ' ` \ '-� Q �� t � ,n e��'f � ata t °� 9�1. 6� � � r �� �, *� � Z � r- � " i- \,,/ .r° � �` �,, � �"e � �. T \ It �,�'� ` ( � ' � � ' '4 . �FR 8 P 5 � e�v '`� � / � � '� � � � � � � E � ��� � ;.. � " e� � �5 ✓ �' -°'� ��`'>> ��' ' f N a R r H c a R o � i N n � � ° � " � � 9 � � �' � ,� � � �/ .�- � � � r . � � ( ��` � i � ! � § _� z � � �LE,�RIN� Li�1�TSy / � � -' P�,P�M� � �P � �-' _ � ; � '. � E E ,�'�`� �?. /`�`' � � I � � � � �: � � ��� ���e ���� � � � � � � �� O � / ; � ( , .�,�'� ' [ � �, � P � ; � � ;-� � ' �- � � � � � � /,,; _ , � I � i �� ��b� �� �' �'' ' . I / ' � j �� . � . I i ,-�,` �� � � -,}�f�`��� _ � I � � r t �� � , / ,,�, � N C� R T �H � I [ � �� � �R g �� � / -'' � � � , , � l/' �f' ,3€_-. _ � vi � • �! - g ly � t ; �' y ;.. .. ,. � . I - 1� �?�O . _ O i � � � � "__- ___'_ [ . / / *' t e - ( ,� . / p ' � f � / � l � � � � � ! � ` 3 � � : � - ' / f / � 1 � I � { I`� �� -6^� � - ✓ � .� � / � � � _ i `� �` >�� c � .. � ��°i�l �` �; � � �'� � -� � � , � � ��� � / t i � ' '' �� -� ��' � T o -' � ,� � � � � � �; � ��, � � � ; � � �� � � �� �� � -�' ( ( �'' � � � � E � ( � r�x �* wr� ¢`s.~ � / ; � i' j` I � � ° ` o ` / � 9i�\ �'� j -�'� � f �'',,,�� r,�. f � � � I ty p ( ' y a � r d $ t . / � � � • \ � �. { `�e� � � ( � > � � � i � a � ' , / / _ j ,,�' � i 1 1 �� I � � � � ' � � � i6 .}. � i t �1�� / `. � / s � < '� � � ,�� ,,, 9,� i�� / � -- : '� I 4 , �z � � � , �� � � � -- %' � t � �� �' j I I "�� E � t r � ? ; � s �'� , / � ,.'' i'..r � cy� ` , � � ( � � :. € a � x � { < i 4 ��. ' / " � � I�e�\ �9 1 � �GQ %�) � � � �"9 .f r ( l� ." L �, �� � � � . �. ' S _ .�..- t �' � ` { . <e � o-. •� .-' � f � , i 't I r i Y � 4 i f � d �� �� . � '` � � '� �„ �2i � � ,,�, , i°. � ,-� s , � l. � ( � � ' a r r � . ,} /,' '�•,, , /" ' � 1 e,S � � � '` ..- ... � i � e .r �.# � , s „� X- ,,r _ /" -� Afy j� / Y r .r � �/ i � ? � ( �? E : a I t :..� � , A � ` , ' �r� . ,� �.. � j ( S � �° ,/ P`� </�, ' Q cC`g� ./ ^'� 1 � � , � � 3 � � � . I :'�t� ,'� , � ��� 4Pa'. SG%flt�iGlf S�kYL'�i' :fFf,'t.'f1f71E? ' `� �,,,�,.r'.o � � � � G y�� ,l e. ��, � s i � p i �# � � �� � �f � � w � � / �i 6? SE �'�� i i ea � � ; ' '^ � 3 � � � ,�, j,,-% � �" Z� '_'.� �/� � rrrrrrnv�rP �l�� 9Ei�� �� {l�, � .. .�( � I � �,,, '� ,� ��" ���J %. � e �oo "i , / �' ' , / f . /�^' f ',, , � . i � �; �' r s ��' /� � �i� �2�- ,�.;,��� . 1 `�' � �; � , � �„ C` d N � I � � � � � � �� „ r � l � �. '/ � fa`' Inv�rt �uf-9�.& �, d` r s°� ,� i f ! � � ���. �� pt�� 5� �'' � `' � _ � � � � � � a � w� � � � � / � � �:� � p<< � 1` � � � � � ( � j �ER (3 P i �5� e° � � /� �/ � � � � j � � � � � � �, � � ;.. � ,' � l � ;;-" � .:/ i '• , i `�� � � !: � ! g+� ��h O f� 4 � � I 1 I � ( � � � � £�`'� '�i �f 1y'�� 6 { t� �� � D! p� f ' f �� .. � � _ex. oriCk dr�veway._ iz � � � E � � 3� .�.:x.d -�l .�� / �4��� / �� } i �� . , ` / , '� - � � . � � ; I �� ra"-�,-� � !P .iJ� �Z � i ! <:, >- e ! �' � �h'� � �. � � �` E , � % / { � ; / / -�. % ` �� � � -� � -� ��n� % � -� �" � � `'� � ! 1 ; j i , � I i � � f �- §� ��,� � �;.� l� �` ,��' � i I ,-�.�" ; � � s � .g' � � r l 1 ' � r ��'� � , . 4 � _r'�` i 1 r-- _ � � � �X d� �� l i E ; � ' I � � `� a; � ` , „; � �.R. �,�;.� -� � L. , �� ,,� � , � � � � � �_ . / / , �, � , � , °" ; ,. : � 3"� � �`L , � f� ( ; / c c 1 � � ! � i ! � � � �- � , �#j, , � ; �� r' �: � ,� �} o� � ��, �. l ' �,�� � � , ; � ; , , t.� . , � :� � , � t�____-___�_ .�� � � � � � � � � k ` � ,;,. ....t ,,:�_ �.,� ����04 � � �« � �� �� :- ! � if .. .�' , ,,' �, - — m — �- _ � � � , �. . 4 ��: � , � � , ,,,;�� � ,� � � � � _ _ � ,_ _ � , ,y�� � �" '` 1�'�� �. � i � � � � I ; � ,,. ��a �x�� , , ,��� � - �, � � � , � � � �, � ,� �� � I � � i �� G � � ',� ' � `',, ,� �� ,... � � � � �� � �� � � ._ _ � `�.,� � � I r �� � I f ;.� �� . ;�. S�' .. � v � gq�� , � � � � � ,.�.0 1 � �'' 9 { I � �; �� � � ! /� ; a�' ` l , j r' ' �"�� � '�'�. ( � i 4:., ' y. � � : � 1 L: �.. � "w.� i / , p � .. � �, , . � �J � � . , � �.;. -�(.( J� � j P , � j � ; �} � � / , .., .. � . � � i • d�{ I <' .� } � . ��. � j� v .r' \ �� � ; � � � I .,r.�.b°j 2... ...� 4 i,G.h� .,� % �`� � " ; i �a'`� l � %f's p t Ut .. � � � WO:J(;S �.,. � tj .�� / ,. { ` ' ' � , p , `' , E % �. 4 '. �. . : °} �' r�... . . -" � ` �. � .. ,, �+' � �,,. . �.��d , i i ' �;...: �.. ( e- �� '. . ` . �[ f � f A ,' X.' � �r I { ( { ( , b�' _ "�(�. � �. � i � � ( 3 0 .:' , „ `u� ." �` .°t_. ! 1 �. � �a � ; ,�� C i a'7 � ���' ..- �; �f + ° '-e. 1 � - 1 . � `4'� � / - / � � " \ ' ` \`c- - �'-- -�- _._ - , . _, � t r. ` �"� ��r;c% ,..,,. , . K.w.:.��� '�C` 0 � � �` ' K �` � ,' GQ �n � � � / • �' ;� ._ _. � / -°' - �\ `°�. _._" � �' � `�° ---- ._ _ - . e. _._ � �" � --- -i-- -� � � � _ a. .;,:�: ,r `' �� ���/ G (� < 5K . � « . � �% � r p �t f �,, ( ( ( � vy � t{ ��� ` / REMOVE �PPR�X � S p� lf I / \ �i, �� } � ( � — —_ � � �,� Q�'� . V / � �. , /�'�� " � '� 9f e� /' // .. 4 � �`'� � . t 1 � . t � t '. ` �, � //� ,� " \ � i I � � z � �;: � E X e E X o 1 2 � M P A T � - -` �,�; � } ( �! E � i.� � �'f \ � � 1 I � i �'� .� , � / {vr- } .- ,� ,� +,! ( q �;[ � � , � � �\ 3 � F I� � � �'. � `� �- i �' (r� ..J ! `Q A^�Y..��SY' � Cw." � d . y � ! �. E � � 1 � i f i / � / �. �,h``� � I k i _f ._ " ��;� � � �< << , �:�.�.__ P R �, �/ I N � �fi� L� � � E E �- � � � ,� � � � � ; i f � � � � I / a� '�:� l l k � �; ,; �` I ,� x r r r,; � i e. d o et ote � i � I F'` �, � /' � 4 ��� ��� � A � � �, I T�R � / 1 , '� � l i ti :��; PR�P�SED P1��4N E �°1 j Q � � � �� j I elevot;on � 10 . 32 2 �� `j ^t ,' i � f C { � � � ��� 'r i l i �'� ,� � � I �� i I /�' w i � . �� � Y� � �� •4^ �.' 'v . . 6. ��€ .,,., t i���� f�� T _ ' + � ,'�'>'' �' ., ;�, / � v- O (, � , ,� � a �— �— � ouc ',gg 2 a° �� f> � < e 6` @ r�^ � � e P P i � t� , Q 1 � a I � f , � , , , , , . I �.,� , , J . „ � � ,., .; ��� � _: , � � 1 �; � i i �, � � Q v ti � sTA 1�+a�� , < < ,� � ,,, , , � � / � I � < in - t t � 1 r i , .,: > . „ e , � e . a , � g , � G �^ ;-.: � .. ; � '�.`�t�< .,,...:. ...n.-.. / Q/� � ?' . , �. - '� � 0 36', 2 cp � , ., -.- .... \• .��, �% �:.-\ „ ..,� ,`.,.i � � v ..! f..,� ..., � �..., y .- iA : .'.� .' .; ....�_ ��. ��.� G � , - , ,� , � , � - ,_. , � ,. ; 1 . , , . i . � ' ,,, �,. ,�' � ; ,� , �; . � -� � � � ; . i � a,_ - ._� aP . ,, � � ..: . ..,..�., , i � � � �� - � oG 3C, � � 4� � l . � i s_ , , , ,'/ r � : . � . ,;� . ; , ; ..... � � � / ; /+. ;� �o 'x; ,�� t� , . `; �: , . , � � _ > � . �. G *, r s , �. .. l / '� � � , : e ,. � , i .K , � -.. ,� .r' , -�,F, '� . . . -,, • _ �, � �.. .. _ ., .. t . �- {,' � . � . ., .' .'--: r � � � ��E � � , . �, � �.. . �' ,, % l l � ,. a w < - .: T � R � o � �, �; , � � � � � l � /� v � {1'3. � E ,.,,� .,/�`�, , ,. , . , ,� . r,� ; � �. A � a ' f i�. ,. , ,... : / r . � j € � � \� '.�'' c ' � � ` A. �''�, � t� ,�... ��j . / /1� ,. �i , �. � � `,� { � . p .. q � . ( ..� , . � � 1 P� � 1 .% .! ' Y I/. �' ,?'. 6 k i � . G �/' 4 • •,.�f �� � { V P �'� . - ! � ��. 1 1 . i.:�.. f. � r J' 1 � 1 y c� ?c / � �l ,.. %� . e� � �- „ ,�; k. � ,, ;. r ,. _, _. _ , [ � � 1 , °, I e 'pi , . __ m „ �, �t . ! . : " a a� r € =�,< � - `�.,�� , �- . > > >. � � ; . . _c. ,_:, «:-. ._.,r,::. � � v � � ,_ ;: + � 1 ,� � ��.�,. , < �, �. ;.' . _,, �- a� > , , '� � : . ..Y..�..... , i' � ,' / 5 �, �o / h ,�_ <, . � , , , �! o �Pa, .� , �� „ . x :, EX, �9EAD�I�I�LS T� � � , ( � I 1, id ,� � , � -.� ?�.'� , - � ,,i t,�„ ,.. ,, . �X : . , . _ a. �a � � g � '� � � / � � R <i 9 ` �' ``# � \ � . , > > ":': !� � � / � I o P C� O t � . , ' ,� ; , •. i :e , � ,: , ;! , � � �� . , ! / �� �- e � 'pi � I � " 1 � , ,, �'� `� >, . , ,. ; _ . ; ,,..,. _ f �� j , , � , j �i � � , '`�,t � , .. � \ , _ , � �E REMO�CED , t � �, � a �,., � � , �� � � , . a- �, p, . .�_ , � / -ex. d �ck o vewoy- ; [ � `" � � � ; , , , , j o .ae 9 - , � � „ � �<, .�' � `� t,�E, � � v � � x � . „-°� 2 � � � 6 ) ; � C � � �c � '� i � � , � �� �- - .. � : � � , f ,; , o I � T�R { ° i . � ; ,� � � � � .� � � d � Qi � � �� a � O d � � � � � � I '�� .� � . � w � s-- „ <C � C3 C] O � � � Z I I f...,. �; �;; � � ¢ � � �,} �� a � �' %= 4 �,.. �� �` � � � # � ,� ■ � r, . r , � � . �. � .. . , . r � x �.<,t ; "�;``;�i�f�,'�``�, • � `�i ;,';�a4 f.��� ^ , ',, -°'.. e,'`�i� �i ,<+ ` , ; .j,.� ..�, { / % : � � � ( � I �, , ,/ ! � ��ocr ,� a. � � 1 5�- Rourtc�c�bout Gt. ,.z��.,r., ., .,,' .�� i _ ..x,� q/ .. ..� � i '.:, � .. . -.�, ' � i� i i � i6 fi ! �� ��5. �� . . ;. � .� . t �... � �I € z, / � I i F D I T U R N �� E � ,. : � 1, , J �. ,, ��� , A , , � / l � � / ; c � �,� ,� � , ryp L P�I S 0 � �A CE 1 1 ., v . „, ,� \/ � F � � j:.�� , � v � ., tt� � : �.; �LEARff�G �f�IT� I � , , ' �,';! / � � z [�v�nt'�/ `,v� J. (°'� �} (},9 . � �\ �'h. .''' �;, �K� ,i.. .� �X , � { ,v, ,_. 'S �,,:�.:,,rr. - 4°.7. '� „-� �.tiv YY G i `� .,.. C� ., �.�.. .... 9 % / . ���� �r �� 4 � :?,n. �` { � / � \ ��! (iVbK INItJ�..��i �,ls. t` / CJIJ'�N � .,, ...k, .. .. �>.,;/" , y � � �: °,! 1 'r `<' � . s,. �, s1,'�*. ; '� , . , ..,.. - . ;. a W °'° �1s�1. :..,_ . ..,�.... � .:.. ��. I � �., ( y 7 . ( 1 ?<f :�`^`��. �-°. / .. {., , . .� E. ,,.. , �. ,u -��... � s ..,.,...,sa : �. � . �, ,:. . 4: G.L _ a' �_ . ...:z .,..: � ; � . r j � ���... � � ,. ,. . '� f ,i 6' ,' � , , -, , . � � � '� '' + \� /��. P�a �: / : �EE PR�P�SELi PC.A��i � , � � ;nt �� � , v� �� r �:.. , ,� SEE PR�e PLA� � ,,, -.1 i � i �- y __ � z , R � �p \ � � � . �', : ti � � % r „y i I 'c Et<' � % ex P t � � i � ( � �; �_ � l � t `�{ t �� � � , > _ _ ° � � 9 ` I ,% ��, Phon�: 252 9i2-77(�3 ""� � � i � ���� � �e �. a < � �' � 6 . � '���.- _� � � �. �.y . ,� . G � . � � . � � .-� � . 4 ..... ,� , �- A � � 1\t `� i �i, / ` ! I i �'�1 �� C -ra`�I M e t � �� � i J �� / S� ,�, st. _ �, r! i � a - Q � % I- e� , � , ; � / x � , l �� ._� � , `.� �� , E � � . _ E _ �l / �.., (7 .� A C.. ♦ !� �.. � � r{� � ;�0:� "� / � __�. _n � , . , , : ' t „ ; ,. '.1 a . , � ; � � _ .� � - s' e' .? � C1 X ; � '�J � � % � --° % � � $ �� , ,_ , � / } , z � ,� .�,- ` ( \ _ e ._._ _ie ti k X € n� k � , ��-- o > Rs aa p.,, ._. �, ..�.� � ( I � ( � ,' s<;, ... ,,.,. w ^ tk,-°s=, \ 1 � � / . r f e' r ^Y ft P�� i .`-r�' "�.- .^- �-�....._..,�._..a.e... .. -.._ [ . � . x - . v., � q �C r � � , - `� ' i� ;� ", �ri��� x! � t€5�'s�`��ti� ✓ � ...A...,., ,» ..._. ._._. _..... _ =-�`.' / , � . , � � . �, �__.__._ _� ,�--_._ �f � � �i� . '�, ° � ; � I a � �� ,,, �, � � EX 77 x 52 ,4R ,F# G P � �, _ ���� ����( �, , , �- �, ,���� ,�' .,� ..� _____ -- � � i,�� ������ ��� � � � �?� ��. , � � , ������ �� � . , �, , ; � , �., � --.� �. � � - � � � ����� � � � � � � z� / s^ _=-°+-�, i / � i / �/ � �:��>'` � Lf � ;., .... . � , � Y' � 4x;� 3sSi f� ,;�' _ .,�.-r � _ � ^.. �¢„' �,a-� " -- — -- -e,. � i � E �,, ; , , �., � 1 Y� ��: ;���� �, �� �. , � _ / �� _.,�. �, � � � �,� �;� �� � .,g / — � � �,, ,�.� , �= z �� � �� 9� LF C�➢ Zo13� T�R i _ �o � ���, ( � � � �;� o �,� _� i t { 1 Y` � � � �. � � U ,�� �, . ,� ,. � j . � i �, � / � � .:,.,, , �. , _ ,.�, >: � r � , . € r __.- � , .m. '�, �;, , .� ., � ,...� � , �:� b� , ,� I Y� ! _.. f � , �� � - ��a P��,,,✓ �� � F. _ ���., � � � ` � :� !� �: @ ; / �. I � , , � � ; . : �_ .'�. .� ,� �., ",„/�, :. __ . } s`s .�K.i �� �� i'�;` .. t ;. q::s.r .... � � j � � � \ � I �_ ` ... , t 'F , �'�. ,. ���.� Q � .�.t ,- ,r, � � � °� f !. � . '. Y. \ �' s: ' .-`v! , �..�� i< ��x� �; . r�9 2£:.�I 2 €� � / ! � i. ` . . � , t . � � . ,� : , , � F , t � �r � .1l t .� i ` :,. • ' � � t . ;, � , � s � i F R I AT WI7H � �p , . , ,, � . ...,, �, _ ; N� � / ' / v.. . caa ��v E � , � ,: ,: �' . � . _. , � � � 3��� ex �oo��. , `7° ,� � x 1 � s , ,, < ; $.r�.w,� I y, k , . , < � ,� < f. , �f F ;�, < r� .. , � � / . '� , i i �c- _ rt / � ��r4 . . � , - _'-. ��.� ,... 1",,^� 7 ., ... �, k :..« �v:.::- / ' 9 � �, sa �� .\ � � .:; ;� . e, . �. " 4� \ I / �1� (,... y ., � ::.._, � > � � � , �� .� r�x- L � � EXa STREET L �!� � p 2 � j s >� � � ,s � ,` `Y .. �� � ;_. . . . .. , , � �. , <, � .� ,/ _ __, �. .�, � � � . �, ^ � „ � �.� OWNER & CITY = ,,,, ., �.. � , . ,, { � _ i` ,, s :�4 , ��,� ..F, . . : � m��� q� �0 _ _ � �--. � Ex,. � , . - ,..,,. -�� � . -. ;c x g <.h a.,<, PX. y ✓% -. % �: �'^ � :L."�.°*' }..-,- ��.: "i"" f] � � ^ ' � � `.. „3:� �- / f , x, , � n .. . ,. � / ; z • �+6e�g- g°y /� °��/ (J C� r' � ; t \ - ..�.._ � ,�., _ � , ; �rr, r, � c � ' � � �._ . � 1 . �. , .. ,. . , � i , � . > _ � �, i R r -�. . _.. _. � y! T �, \ � � . J ... .;,.�, � a�:.._ � :., `..,, p ..... � �,O c� � � �.. ..: �,... �.... -�,- :: �, .� ��.: � .-,.- �». :�-- � -.-.,: : �. � . _..,. � � w ..._... � �t. ,:. ` � � �O ;' '� ,,,r:�T pC ! ? t ._.. .,.>�:.. \ � �. �` ._ ,.. , ,. :.�:: .a,,.,..�o-.3 ,l �. � „.. � -� - _ ._ _ .. ,_,s _ .._ ._ , � ; , .� � ,. � � , � . . . �%` � .� ., , � s t ee t �..� . � � � � �4J 6. k^d E E V � Y i� l 6 q i , h? . � d . � � `i� ' ---r � .. �� �_. �, F . /�":�,�� , �0 _. _.. 1 [ , � ., � r y t � rs��.� t ... .,� : ,, _. r - �4 ip � , . / �` � � \ � �-� - ¢ r , '_ N� ; � � ✓� -.,.__, , , { � , x . r � . � ( � ,,:� r� ,-� �. s � / � ra \ } � "'}- - - �.m � C t � � ; �,.,. � , 1 �,., . �,,.,'� , r., ..., � ., E - . ',,, .. /�.. , ., � '"� t :..:,a•F ,� nt � . � ', ` i-� .�.; `t p ... � .� � �� � ' .. . ._ . _ _ . t . � { ,, 1�' . ,� F. , :.. , y� �., ,, } fi> �t� `� YZ -: .,< g , r �^/ % / ' % /� `� � � � 9�� � 2 0 _ � � .. / ,. , , y •, , q ,, . . �y�l �::." � � 1 � � � ,�� � f ..�E, .� s:� f %� - � . . -�, E R... � � >� ; x-- - ; ., x � � ;�; � �, x. � S �._ ; r� s ,�n , � � � P A!vl � � � g � � . t rL ..�` r �x. 5 rirt �er ;� c � . � ,>, 1 ,i i • ,- � r%�'�� i .' R (i uF^ / �\ � � `;t� + . f% � .._,� ; � , .ig, ,,,,, �, ;:� , �� ,... , .*, ,<. , ;?F2 .;� � P P-. h / � y t � . +. Q � 6, � -0 .e�'� � � � . t � �' � O F, �, � I � _. °� �.° f � , : r % y ,, , ..��,ri� � .. � � ! / 4 � � ! . ,'� � /- � �"' / _�, /` `: ,. ! � � � � ; . � , . c � � , � � .. � � �_ F,,_ , „� �, .� ` IOC � � .. . ; [ � `� ``r -P,X. �fQSS; SO'� ^PProx ... �;� s ex, r�igatron e.� .,.� ,� a.�yg s� `.�' � �. �::y�.� °� � � �, __..._. _ _. �.� . _._ �.� _. , �� �cr? toP ex. qos - }�T y\y �y�i � ." lrnB 102.u7 `.� t ie,.v'. /�` ,. EX. �° DIR TO BE REMQVED fi,ND �...��:�_.._�__ _ �� ��! y REPLACEQ WITN, NEW SERVICE TAP, �" , ; ---�-----;--�-�--` `�`� MJ GV, �ENDS. ETC. PER DET�i� 9t�2.03A � �`s ��'' f' , � EX. 2" STE-I� �; �6 ,� ��� v = P � .� � -� .� . . � GAS TO �E € � `4 � � �<f �� �, ..�- -�° .�. � � RELQCATED = N ; 4 , �v,, � `�� r r w °-a . �.,` �- � Y C I T Y � =N � . ��"` � . „�e s���° � i �6. ,'�;' __ e y. . i! �' ,�� � t� � � � '�,�}` i { � 'i� `y T { � `.,` _'_.. `i'. Z ,Y i i � � �N� g �;. ki � � � ¢ � �`� �„ � � �� / ���� � �e � �� ��'� e�. h;'r,�t�r �} � � �� ,� � e* ,�G ���x, r' i � (,` ��i � ��, _ c� ' r_ e.� .: w � , 3 � _ , -., r .. �, '.. f � ' <., � �t,� ��.: �. � ��Q �� � �� � j �g��� �. �� 0 � EX< D>i. � I U `���' 's 15 � , , i3 ��o���` �E REl�dVE� ; � , e DND �� � Q .�' � �y�� � � �,. A, �Y � � ��t . ;� � _k -ex. w,�bds- &f !`x'� �'n ...F �, � •l 3K 1^ Y`� , :,� � fi ;� T�R ��`��' ��� �, Px �;c a��; <> " ��' �4�= � s;: " noge, eos�ment ' � � r', �-�=' (>5' each sL�e of '1 �� }{N.� �',�._ , t�,.1 ;..' C�l� 4"�^f'A � r �. ,ti .. � �� �.^ ��' „ . � " N"� v t "�� a..�, _ �. k r . _�_.�._.__�x. �h�Uo� T � R ���" � � � � � � � "' �^F � i �� . _... „,, � � ' ; ` A xc�- .. �- '� � ` `�<' t� 1. .. i M^ _ `t Z J t-.. _. _rt ` i A +i •-,-^Fti �, . ,- fk � 1 { �0 5 ��''Y r � - -� �;.�` c,�' ,4� � 4 ��y� �, �� f,,.. ,. � '� ' . , ! _ . ? :.-.,� _ . .. ,. 61 , \ � . , ... . _ . ,. .. �r` s- '� :. _. _. ` °�-�.^F ' r . � ' � � ��% ( � �\ %'/\ ; .. : - �, - - ' A ° � �i" � �,� � ; _ . _ _ _ , -y:; - - . � ¢ s�e . , a'' � I t; �,, � A �=� �, � '[z_ �' <�, ��,;, � �: .� �, ; I t>; ,. ov✓ �, ex. �orch cm ,> a„�v v a , :. r� � y _;� P f o-� r�. _� q �� t _ _ In v. rn - 39. 69 b u�. p o�o �� 6,/ , �- r a , ..'i a:. q ' � `� _' __' __' : � ._, °- ; __ -- „e__ . . � �a �, i °��.g � � . " '� , . �x�� shrutrs � -� „y �� � p ���,, � . �k TQR � ,� ` ' e� � � � �,._ � � �. .-ro� � 'eX �C� ,^�`;w °„";� °x^,,n rr 1,,, ( q�y ,,. . - � Q Q Qry }k�/,%` nk � ,c,i"' �'l^ �� r� a ,� �q �,- F^ ,��,V � Q V t l o r , ., , , " ., _ , a �' ; m ' o b ` �' ` �, 1 , iox... 'J`,,�,�,T .;_. �� h�;,` � t`„�;t �,,• ri < , � u j / ; ,� �- ��� TM�.�,,� � : A ;-,� �+q,,� �, T � R � � � >' � � : , , � r � ._:,,� k _„ T.. _ � ,.l' _ q _ ^ � . _4 , ....-'' , -. _.. �� � '� ..� �i� � � � �_ �{(� ;- t' ��.v�� T�R °- �,4 ti _-�-r:� � � , J �:; {.�i.. e �� �,��t �l ' y ,� # ItA,l. �,; � �, r °' �<, - - «?" �e°e+rt fi ' 6,(� ? �� �''. .^ �'� � t` .-i�^.v\ � „1 "l3 6 it 4 Pr'Q. \` , , ,,��,. �X � � i J �? �/�. v ` � n i � - r i �r � �. . / '� � o- � _ /r � .., �.p�. f/ t �4 .� `� f °�-pp p�$ s;� e �(G �. > w < a It �q a �� o! „ �. cn � ��, i C� R �,1, ✓' `0 � i, � - 1 � q ! 'q� ` r - �. A / �� [ ( . E: !�`•. ... q+ap . . � /1 0. .�._ :' r ♦ �ag� e � � .. _ � 4 i l n'.k -.- �� . .G a," ( r I � � � �t a. �g�r A t \ � C� " t., < ���� � �, e �, .._.. ^ , , ..�. �. P .�� / J �� l , T r m } i` 0 6f1\ � .t� ^C* � �,, `p P j tb _ � ; � �,_ , e :_ � � � ` .� , _ K_ � ..� / t��V �� ,t'P ; `ya,,/` r + �q ��'_ns�` , y:, ___-°°.a3�"-'� ^,�--° s'- , � � ; a. ( p e p u�i�,.-� � droioc9e e,3m�t���� ; � � '`�� 1 �.nJ� ,' -rt � !�s ov,� t � �. � .� ��de of r/,'j F f r t +� ' � � �� e �fi � � � � �. � � � � � - <.a �. g� �� 'f ,,,`- ' 1 � /� � � � � � � � � � ' �, � � � �� � I . °X. wGOCJS- � , � � �� � � �d ✓i �i� f � � I � . 6G , ��--- — - — These plans are for bidding purpases �nly c�nd � �r� r�at to b� u��d as Can�tr�cfiorr dreaw�r�gs �anl�ss ini�ia�ed and da�ed a� �pprav�d fa� ��� Ce+r��truc4i�n b�law by the Er�gir���ra } �pproved for Constructior�: � Dr�t�: kt � ��� �.�. � , y Y ,� - � � i w . .. Y � • i � ... • i� • •'�. i i: � ♦ ��" i i1 . ,� . � . : � i� ' `i i� � ' - r • • s • � '�r � st • a r a � r�� _ . _ , � � � � r • r • r� • � r - +� � ,. . • r r • r + +r !r +► r• r � r' � w r s �.� � • • a r • � �.. r � _ � . �.I . , / 3 . , h ,- - . s� x - , , >... i ,.8� . . � r �ii3 ;,,r �� ,� "�✓ : i',., /� � .�._;. �... ,�� �.: . � �.. ¢Q ,n°�. , , ` - , . , � � ex Jrop��..,;niet a�ote .. � � � j � . ; � : �,i' ". {,� 1 � � EX D I � ,.: , ,,,�� � �..� „ , . Ax e t,F,.F�� T�R � f , �_ �. ... ,,1 , � - „ � � , € ��, / o x �. � � � f . ... fi. c :- . . e / , � � � ; / � , ,, , _ , , t; , ,� :, : � � � _ � - z l I 1 ,_ . ,; �,, ' N / / �'�4 ,� _,. %�.. ..� ,, . .:.r .z j:, s , a ,: y., � � % � ��2✓otion,�04..�271 , ;. ,..: �.. - .��.-,� �'�� , P �. n, . . x � , � �r .;- . . w„ ; �>, 1 �� .- ' � { ; � � : , ( ���, ' � �_ } ,r��:. � Y.. _ .,. � � I 1 �' .. ,,%'', �! , , FLlJME T� _ _ i - _� �: ,✓, �<.a .. � , . , + � _ _ . ,. � ✓ .�:�J�. ., �'/ ..4:-� �: a.n �. �n ::�._=..3 i r... , ; _ -; 7 7 � {` ��. ,-� t y � , / �_,-n out �.99..2 8 v� i.ro [ > � � �,: � .. . � � ,_- < ... . ! - ,� ..., F"\ ��' . �. .. -.. ; � .,y._. .�r . � „ � `, � \\ i\ � � t� �,. � � :,. .. ,.. J . ../ :. ,.. � , .. „ , , ..�� �. . ,. �e.< v .. , ...... o P P n , . , a :�: k, ,., .,. ...,��' r n w � . . �.,: ...,. .. . . T ��� 'S� � � �.., . �, -.- .. J ., �, . .., , / .. .... . <, � C / T "� , y < >; e ,..�r,� 5 � � � � / � d , , , �. , ,.,� .�. � � , � � . �/ , � t q � F . � , . .. , c ,„ . w�, ,. , � . �� ... . , fi . � . F � � ., > , . , . . _ 1 , � .�. �., . . '�.....� . .., , . . ,.,..,..,: � ,. . , s �. . � -o f _ , t a . . ., • � «. :.. g , . . .. . �,: . ._: ..� uw:a-� r ...' ;! .;, , :.: . , s ...»,x.. Y<, a . �� �t� '. :i.' ir � 5 + ., . ;n ,0,.36��.,12 �CP � �i a> .: �<?,,,7 .� <...�:..:. y � . .,�, ,� r � .� E � , �E REMQ E� F P � I _ m�..� �- , ., , ,� � .f ,;:�K, ...1, ,4 �� , . � ;>;fi ,�. . , , , R s o � .,, , ( � � _.._� , £, �. �.�. �; _ ,. ,_ � ar e .P , s h / _, : , , a Xr, . ,,�, ..,. / ;; �, ,./�., f�`.. �,1� ,.b\, ., -. , � Yx:h- e�.. .. t J � .P,-...e.... , .. �/ : � / . „ � y t, � :, a::� � : . / �o. + , r ,��.30 , � � p I � >': � a , . r. s � ... ... �; <<` � E � o ,µ.�_ p" �, � :.: ,. � a, .. �,, , t ,, .. ;� �;+ a s, i ( � '` l`. /-����� .; r. .?', �.� � , , a ."'r' ,,:.' N a .;y �� �� • x. ,.� a, p.. � . � .„ y , •_ � � , � �. �< , . � F.. � � ... � { � � � � - � ; > ; ! i � � i ° . � ;� ..� j �. ,e , .. �� .� , ,, � � 4..9 � � � , r � ,� ; �c � � a � } ���. � � . ,� � , _ ., �9,.. �; ...� F , t , . . ,,� .� .::. � p �. � � .. w. : : : r � ! _, r ,, : y a '� . / � � �( �\ / / � � � � } s � x �f DNQ , , �- ,?` ,�� x , ✓ � / a �, ��`� ,, a � ,�� , , _ e � t 1 �l ' ` { �^ ( k ✓� »y�. :�,.. .i � � . � z �ea �: y� T�. Vi i �.,a . � � i ' _4a_..__e____-��_____� -0� 3 . .> '. q "� ^ �i . �.;- ; ; \% / ,. .., �,� , n � .�.� .,a,�,y I a.ao _�._ � Z �'-�.s,�>i .� _ ,. ,,,.P. """ � � I ' .. � ` . . n.. . �.\ ,, . ,...� .. ,zF..'��„s`�"�� C� ^m � e -.. � .� : ,�-^ . I . � �, t, •-���.q `Y o, t � 4 � / 'j / r� ,� ., �, r . � �,���.a� � � o; �' ..;• � � � . � '� � I - � � � > i � , y ,; ,e s � a � � ,: _ ' . ` . �. � � o � � � � _ � > 1 � � .T , y�%: ,; , , �� �, 1 __ � ; , .... REM�VE �F; RC}Xe � LF .� i i_ .� rn �e , , , , ..--° l �� °; , ` i I I ' � � � !` . ;: % .: ,. � ,- ..�r -., " � O I ,'� - ' �':;;>,.; , � . � � t � cU N x / ,; ,. , , � "',, �.;� �: �, + v. ,, ..�- ... � ': � ,,,,�. „ �'� i�; �'. , � �. { _ a �. � � � � � l � l 1 _ _ �, � , e . � , / ; ,. ,',, %� �,.1 ;,� d, . ,,,, l.. -"'`t a � ; � �. e .� a,,,. �� / c � � r , `¢ { G { / '' ' . S;� r, { � �, ,�� . �,� ��.. � q� C � l � ,�.. EX, EX. 1 2 PE PIPE, � o� S q (�� / /� . �-.. i .,. .. ,� / .�`� � � O� d,. � { (J S �. i �� � � .-? . . ;, �C : 4 ; / ?5Qi .. S .; ( " -.;�' v' :. 7.,, ✓;- x ` i O °' Q ! � si ,�' .�-�°, � ...� { ��.. .. � ' `. }-g ' / , . , , � ; w�, � � � � _ : .-.- � � � �- `, ; . . ` h { � . "` � . , �� � ,. : � • T�R � SEE PR�P� �ED PLA�} �` � ; � � � _ /' __p .� ; _�x `: `E / ���� A � � ���� I ,, ;' � .� . ��...� � ) 1 � � � x � , �� � � ��F .:� � y Y npGc,e I � / . }. ic. � O a > . . I(1V. X Ri 7CJ.C3CJ¢ %' e � ,'�a� e✓ . { .,,,� .m�. . �. f a/ x .�' � G .. . / ::}'.. � .. Pr�`�„�x J "F : 4. ,'� � � .0 .0 � i . � . W ! � . , ��\ 41 CA .. ,.. I .�°" , d . � . , / . \ � ' �"�.t ... ., N ,�;X� . � � .. h. . ,'���� . a� ,� � r� , , � ;� ,>;,. F �� i , �. �- `� top ex 8" ss 9�.67-� / � � � �� � � � � �� � �� �o� <� � 7 �; �� � � , : �. ,. , � ._ _...� _.,._ ,�° � �� , 9� ,� / _ ._ ___ .... , � � l �o � „�,4 , '�.F ,, { ; inv. ex 8 ss 9�.00� -'�°_ �„ __..._.._......... �, ..._..._.. _. _,.� I x� R„ �; �, �� � �:. ;�., ,�: 1 � � „- - . 1 �, � �, ,� �., .�, � _ _ � � � ' I � � 3;� ,4 e;� �1 _. � � �y, , ,, ,�� � , ,1 e f� , -- � �. � .�.. , � � � i � f � - .,F K � �-. , �� ., � F � .. , � ' � .. -� � . . � .� � ,.a' �,. '.�°° -�, ; ; �. � � � i . � '' � -� ! �_ � � _ � 'y ° � n -. . � , : -� � , ��, . , - � .� � .� � ����: � � � � � � � / I > r , � �� _ � i � Zp � � �,�p , � _ _ � i / -- � � � � � � i `' � t� � �- -� -eX W�G� - � '� NE , � „ � � � � � � � � ` � `'� � 1� � ;� � � � ��. !�� 2 t ° � � � ,� „� �� <, ��� f � 0_ _ -_ y , ����a � 4 / ,,,� pfer / r ✓ � i � � �� 1 ` y � M �T `� � •, ��� >{ t � i �� ` P IT /` �m bu \ �' � � I � PLUG & REMOVE EX. � VC SS. SEE S E o� _ _ ,,e _... � .i.�: �,...�._.; . .. .. ,.. :�j ` � � �� I �/ ��,4 � � ,, � , , i , � � �, � � / , � , _ � / � � - Rip FR . '� , "h Q( . J _..... ^�•i,: ....... � � � . ` -,LIE'E;� y'. �., ��`j___- � > �` • ` , ``/ `f 'r; '> ; n x ', ' t ,�'^ ,� f _, i i � ) � � 'r' 1 . . � , .... _ ✓ _ %l�� � ' 1 ��,��— . ��a�osEa ��a� �o� �ac�T�a� oF P�ucs. .,� ,� .� 50 � ,. �, � ,5 ex. �' � � _ ' ;�` � r� ' %N �J , �� ,,, -v,,�� r; -, ; � �g p I I .�- � � ,. ,: i . ; , ( i � { __ F , . .�„'° s'm'° ii,��" � � .,,x. {' rrt�€t..,r �/ �: . � y � y �--1 � , I °�' ,� PF�Ox. / `, � g s �r` '�' �,j ( top eic: `�I � �' � � � e P��P M<!C,o_ 8(/F F ,l , _ .. ,{ �' ;u�� , r y ,, `., `}-. � ._ . i� � _ _ ._�.. ._ - - ,.,� c. -A,� ` �� `��- _..`k.,.{'� �-` c �� � I �� f �, � �. / � -��, i �. -.i .4/..,.. �9 'Y... .> >„ � , �� � �- . m°° / �. � � , -...,. £ � ` E�WOC2Y�� lirlE ` � O. � �...�.{ ��� �»._._ ...'v� . ' . �' ,. . i. �', � i ' '- -� _ __ _: ...- ^ , ..� e � � .- �_ r� V ,y4 � �ly. b ' . i G . __ _ A �.�'`•,,::°�,� , <. .;. ., t, ',< , '9 r i i ,,,� ` , U ,� �0 � , ,y .. ::s ...� 99 20 .I. , .v,.,�, g ex . _ _ ... _ . " ,� . .. ,, ; � I �^ � � _, �� � g0�.- rox -oc. � w . i � ' �-� � ``�s;,� d�rrck� � e i � � �._ R � i�.. ^.,;��".. i. �� , E � . .,�«° , �, 7 G , � ra5s, �pp ,. .: �- . � t ����� �� ��� 3 � � �� ,..-. :+. <� : .g., -? �: ,{ , . . . , , 9 . . t `� ; , . . --. ; , � � , . � . � . . . � �> ',: , -.. �. , , � . . ,, !, - . . ,... , ..,.,� � `,, � -_.6X. `� ; n atic� une � , � .�.�..._.. � .., € �� ,y ,.,( '�: Lcan �.:�. � ` �� � , .. / . � �. , � ,,.� , b a .Z` ex. . � g _ _,_ _ . 4�` h .,.� , d,,��: ; � , ! �. � � � 5�' � / ,<. , , . , -_ � / , _._. , ,, � � i � f • � � _. „ _.. _._ , � � =L2- _._., �-9�- �._ a._. � F:S; t�` % .._.....� ,....... Z � . ....ti ; � , ,�«° � � ,�L �.. i , , �_ �..._ ...... p� . :��� . . .> .�, ; , � U ,� .,, , ,, . ., _. , .._._. _,..�.. - . - � .. . / `�. % `` . x � < , `; . y� <` -.� i � I ' ^."� ; �� , y � _ ,u � _ �x �r�n top ex. gos , � � � � �( { � � f � � a.. + r`e 1 � / FR g pGi , � �� , � , � 5 � i; p E > [{ / � � , ,,. r� '• . / . ,. :. � -,�- } � e_ ' ...�. , ull,�g I �'° / '� \ L-� _....., ; � ` # � .. �V /' ( ; q � ..l i , „»a �,�� , Q� �01 g ..s�„.,,. \� � � � � . /`.. � i , , u��E ,,� L 5 \ rne 10L01 i , : �, f �'- Y �' `./k, . .(� . . � i ( - , x , ,,. , ,> ,. y � �x. .,� � F� P ^; _ ; ,, �'� v ��3� ��� „��. .�. , f � � � , � � � � ,, � � � (� � i ( � � / J1 � f` . i �. /" O e i 4 9 - �.�� . - �+° � i ( � � , I ro.- �;� v .- M. .. .� y ^y �.. � r w, y i I � — � � I i �C � { �.,/ .. .' .., -. ., / �i� �/`.x. � � , " . , : . '� . , � � % i I c� 4 �:� .m^^ � ,,� _ ` i 4 ... f � � � ,, .. ,,, � : . ! . _ _ �% -, � , �% �X � ,, � 2=. � - � .,: � �. i � -�. ; -T;.� o . � � .,! � v, � ¢� � a z. � �.� . i �,,. f i i � :^ �' � � � �,� , , . j , s } � �t � j'�� ' , �' �'1 :� , '< ,: ::� �� %� 1 �{ c2 � ` �"^� . . . .. .. . rn ; 1 � � R�i � .'u'J N ....^" , � ,f � ! � . , � _ ���� `� �` ; � o vi,.rn . f � , } - � ...� ,�.,j� �' �` � � `.,, J� /�. � '� i x' >. t � � �_� � % .. . . . ; ..�- � � . . . .. . .. � .. . . ,. � ti � ..�� ��� � � � � � c .�, cr, ,� �, . ' f \ . ,. '� :� � I � '� / , � � } �i ..,.` , _ . `, � . . .� . , q � � � �,;� , c cr, . v�0 �, f t d f ... / } �`' �' :: , ". �;� 1 , ,. �X /i , `,. �. -� � � � � , � � , �} � rn . � � � :a. � - ,• ",..; ; : ,,, . / � -,.'. •� �. , � � 3 � k ,. , ,�, � � .....{i . ,l --:�- i': ....- , .. � . o ;..� ��.` -'�-S a, � � �, �... � ,.� � � � � � �. % .� ,,, i ., .., ,_ �,, � � 1 . � ,:. ..-- °°.� � i � 3 . � � m .-�. c .c � �i &.:° C� ` .< ,.,..- `' _ i � �, � � � : . � , - . ,, � , � t � a. 1 � / .,� . \ .,.. / ...."' ... ..^�m � ....� � � � X �.; Y O " , . ,B ; ,.. ., d ....�% ', �, . � . .�,� , . . , ,.y f .�: r- I " .., 4 , . . . : �� ,� �N { � ` ...- �. : ^ .� ,. � f.t / . ' , v .. . !' -� iUW � ..t E �a , a �,w, .,� :.. .-....�' � � � ��„ °, . „ .k -. . ; , , , � 4 � , � , 5 � � '� �� � b � � � `� ,t ,� � 1 � ....,<, .. � . : � . i s- „ � ,. r . c. , a � i � . <" , m •- w, �, -` � �� ::`, .,. �,,,. � � ; , : _ �s l _ / , x 5 <_ a � _, .� a� � ,' _>- � 1 k y� , � . .. ,; ___ .l- , k�� . � .� >> f,. , �., , , ; , , ,, � , ,� , . , . _ I .e--- � i � � , ' x ._ ._ ., ,� . �*� /,. ,� r ___ �€ 1- � �.�.; � � � ' � � '' cli s.� .� �;.. '. w't r: � : , '� � ,...<`�, ,� , ; ,, �. I I r-- – – – � i ,�. z� <<, F � � � � i I �.- 1 �. , � °� � � �. :.. ;: , � __ , , � �, ��.. st , � �,, , ;; .., `; a ; � ,� � , , , , , �-_ .�-- `, - �. 4 � , � ;� . . ., ;. , ; � APPROX. LOCATION SIZE �c TYPE � / ; ._� _ � I k � / ,. , �, , ., , , , ., , � � �, , , _ _ , .. _ � . � . i : ��.<�k , , �, v_ �- i� ; , � ,� , . � � ` , II t / ,;., << � , ., _. �� � , _� , � r., �. , ,:�,�,., r , � ,�°° � . 1 : 1 � i � , ` ✓ ;. .,. , ., ; �- : i � � � , � x .,<,, o ,v, . r. x ., r i '3 � 1 l ,. � . � �; � QF EX. TREES SNOWN. ValoF, ,.� � .� ; , ". i , � -, � _ - e , . >, , ..., , � ✓'� e.� � . _.. �. , . . .. � ,� j � x. / � / -r, _ , � : � . _ . „ ,. . � � ,... � y �- `-' ,�.. i ...... .. ? � -' - -.___ �, ,+� � -.._ , ; k, . , �� _ , --- -- ---- ,�` I 1 � I � � k � , � . , �. � �-E- ,� � ,; : � � ;� A� . . : r � 1 I ,,�. .,. . , � � k � ,� �;. k�i '� ! _ § ,.� .... �� -., . ,-.; . , , ,.., . ,.t.. � . � � �. F' \ ,� ..,, � .,.,�. , .-,. � . ; ( ._ ., .. .., ., , .e� : �.�:. ��f .., , � � , �i i-. . . . , ,4 , .. .� . � , . . .; , /°��"� .. t ....,.. -, ,.zr„ : ,,.... . ,,. � ./ s , ,_ T� ,:: 3 �: ,., m . _.. i x � � t i { 4 i 1 ,: ,,., <,, , � � � .:',,:�../-..%:. . :.;. ,.i �. ,.,; ,. . .3 : I I ...��" �. . ? ., . .:,'" <:_�. _ �x . i m ! . � , ;: .. ,- �. � � I ., _ � .f° > , �. , � ; � -`' ! P�; � ,� , , �, , . ; . _ ,1 , _ , C { .. . � .� � � _ , �, v t u . � _ � i � . ,..,... .., � ;� ,� � /. ( i4 i . , . . � v k � � > � � O r � � o y � � � { 1 ,' l\ ,.� <' �?� „ /, � , � ; 1 . � J a> > � ' �}- 0 , ,`�- � ,.:� . c° , I � ' I q J , v: � ; . , � s� { � -, . , .. ; . , ...�� -., : � < "�"� " r,' -s ., � : ;. >.'i ' �r :� �� . � . y ` � .., ,,. , �` . -�- . k . ".,.. . } ' � � .. _ . . , . . . . . �. � ,.,�i�.,y, �,� � � ,.�.,. . ., ....i �, �_ . ��.; .,� o �.. �, , �,. : � . , .:}� , �i x ` .l.. �, �,. , �< ; ,l ;' , , � - ., , i , � �, ' � s . . ,. , i � .<. . ,. ,_ f . ¢� � . v i i , / .i ,/ ... .., �i�, :..,i ; i _.; ._ ,.. /�... 1 � I a ;� y- . � � _ ! . � . � � � � � � .� � . � ,.. , , . , � , � . � � t ,-� -, I I .�. � �, < � ! ���� � y i ;y e' a.� P � � . + � z `o O � ,! � d � ,� \._ �- - � _.a .. � �/ � � s � � � a c Q -� 7 _� �� ....- a,,.^^ %� . �i ., _ f �n ( i %�' J,/ ./� . ' s� t . ._- � ; i �. � � e* i � _ _,— � � ;�,� ; �: � �� ��� � � .,+ �-t — _ � ,� i. ./� �.��.x �'`, . i . �l . � 5 � I.. ! ! �{�' .., , ,_ "". .. , i �° . / , �k- �t . � . � � a�P .. � � � n � i �" J"�� i . � . �" �' ._ ., / % . ; 3 w�" � , �' � ! �' :�. � � � ��' � s i f I .�' { , � ^� .� y � � �� � t l I � �� � � p �' ; > � � � � `. . ��� ,. � �` g � 1 .. . . . ^„"° /, p ? � 6 � � ! �' '3 fj / � - % � p+' \` / � . E'> '+YOOG�S 9� < � % � � { f i ! � ��. t � ' \ , ; : , F ; ..., ; , ,'' . ; . � , , � ;'*; , � � ., , � \ - � �. % �. ,� ., , , .; � . �� � , � ,�-� � c :<. .; ,. �: t-:.>�. E ' � . . .. �. . ' �..,, 1 .�. 5 ' F Y , ' ( �.:, � � y { . i x r r i . : ,, � . .'� . � . � .. _.� `��; ...,. ^ . '%'„�:. �, ., h ... �E , . � ' r. , ����.".�. �.i- .,.,., .. - �, ,_ ' � ER BP' � '�.�;,�.- .`d.��..� ,>. >z ;., . � � �I . .. s . .a' � �, � � / � � : t ...., � . ; . �� 1. , <., ��: .� �! . m � i :; � -� : -. j �., � .. � � .. „�• . .� ... ` �� � � �.. . 4 �; �,� . , . .. � . _. ,...�. �� . �',-:,�:., -_._ ,t^ �� i� � , �t e � e i [ N � , ,, i_ ..� � � �� � : .� ,� , e� � `� a, ' : F . . _ �,. �,� .,. , �....,, ...,.,. _'_ --_. -_._ -�,._ . �,. ;�s�• „�:.:� >. ; .:. � .. ` ;� i _ . ` .. v �. .,.:� ... t t f � % . . . -.� � c , t . . . - \ / . . . l� ., . . / �.� -_.. . , __� �` �� %.. I . � _..�.a� { f �y 4 r °X. � � ,. � , t I :. . i � .^,r�• � y , ., �J , ..� , , �-> , "� � Jin � �{ , A O ' C c� � � ,� _ � °OS° ` . . .\ i , � , i., ; ,.., '. y ( � y . , } < � .. < _ ! ? '?. , ,- ,: 9F .rnAnt �,.4 � .n, � , „� �. ' l € _ . � ._, , , �- � „ � . .,; . i �- . _ . , . . �, , , , ( � ,x � , �, _o � � , 4 . � , i i e, , �. . f. , ; _' ; f i _ .. ,, .r-' .. 5 r , s� � _ , 1 ...� , . . _ :. , .. d,. o r c .,.., _.. . , �` '��. , a .� , . � , , .1 , ' t,,, • , ,. � . i . .� -�. . I � �. � . i- m. �l ., ,..� ...,,. ..,. .., .:;. �. � ... ....... . ;-.,., �. /�i . ... �... . � . S , ... i ' ;m°"° , . �. � �. , , , � ., ,• ,_.� . , ��,.,� I � . ., . i . . ..:' ; � ,... �. G � �.. � �.� I: „ , �,F� . , i . , , y � �: . i � >. , , , z , ,/ , i � �, , _, k , � . t�, E . _ � � , .; , � k u; �-° ; . ,, <,. , _ � ,. . , _ . ,. : �. ' I : ,� } �. . , �. . . , , _ . . . : � } � �_ „ .: ,� , � � ,, , , . : �. - , � ._ � o � , , � , ,. � ,: � � . _ „ .,�t �6I' ., I , .., ; .. ., �. t . � . . ...� .. ..; �. ,_... �_r,. sh . .., � 1 � . . . .,i�, ; , . . ;,: ,..� ,. , x. . , J� T, , , � .-�. ,; , ,��a5 wuw.; / ,. ; , � z „ I I; : , , ,� �E ,.. , �, � ;>_, . , � � u ,, . � , � � � � . y, . . � � , , �-- � _ - ,, _. , , � ,� � , l� ,, �:;M �* «�a .� , _ �� , " y � ', � � � � � � ti-. , - , ��. � � . . � , � ,, „ �� � � � .-- � `,� � . �::,`�.�;, ;� �^ � �"��'�� � +� 1 �� � � I ��{ � � � M �', � A � � �� �. �' i I �� i � �� � i r� � �/ s t ,<. t , ��� � � °`� '� %`�';° :C`;���;/�� `s° � /'�. ' i - , ,�s,>'°. fd� , (�J 1 ; , _ _ „ .. ..,, .. � ,� ,. ., : ; � , �,� �, � " � ,. .. � � � . .-' .. . . . ^ � " . ` � . .. .. . � .. � �, :. q'.. ,�, t ` . i ,., .. � ._... .._. '-�z�.�+.,....,,..--,� ,�.�..,:r' . . . '� . � �. , � � �, � ; � �� i � , , . - � o / .����� o. ;� �. � � , � � .a .-������� � ��� � �� � �����i � � i ; ��. ��. ��._„�. ` : , , v���, , , ..- ,,;� °_ -� �a,,': �, �' . ,; �� ti i 1 k ; � � �_ � x. z, fe� �., ��., � � r , � � _ _ � „��,�,,.,,<!- .�; ,�. /��,����; . / .� /-�X _. � � ���� � �� �� _-� � � ^° ��.. � � .:.s= F< +� ; � , _ _ <% ,�. ,� , � r,. . � ', _ --�- _ � � � � _ < . � � � � _ � � �< � � � _.- - , , � �f i , q , ..-, , > e .� u �: � � � r �.> ��. .�,� i. • b:� / � � . . ,- . ., : . ,�.., , ...�..., � : .�t Q `;. : ��. ��,. .. � -. ; [ t . ,n t , ( •:�i .— .- e .. _.__. . � � ,� � ,, ,, �, ,�� , , � , � � � - . _ _ � r � ----- --- - --- , "�` / � �Y��,� �� � �. � �. t , � � � � � � r , � ; !`, ; ,., ., �` ,i . , � ; , � � -F � ,,.. ./ .,, / , , <; ._ r. � � ������ f �� � �� ,�,�i"� i / • y , �y i,� F ����� � ;Y� .,.. ' i I � � , l � ,,,�, �'h x � ', � ° � APPROX. �OCATfON, SiZE & TYPE �, � �. � I / ;- --- � � � � � � � � 1 , �- w : v �� l� - �� - / � � � k ,, �' . C J i`'. �'� w , � ;, � _ , :.; ;r ; � , �� , . �<,.T�,/�,^ ; „ � i , .,,- �__ eX. cr�n �n, € °�:�, � �. � , �� ! � � �� ; � 4 a � � € ; .� � oF �x. T�E�s s�aw�, v,i.�o ; .�. r, ,� f � + �;%M, o �n. t , s i` �y� /'•• F , . ..! �� .-.., , ,.,; _ . , '..,_ .: . . .; � , ..: , ... '.a ., �cn � . � �\ .. _-- —_. .. _._._ .... � � ` .. �' /'- ' � ' � i ' � 1 ^''� - - �-- -- m ✓ � , 99. 69 e �}(� ! � t t��* 6 � o f--�-�(- _.. ` � s , �. - -- -- -_�,... -- g t ¢ 'i� � a �0 y o`" "{ ` � � � � Yj � a ; , ` "'' 4 :, ; ` � _ w , � ' . �- � 6 � � „�� �` � I � , '� � t ���... � � I ,r, � . � ��. w ) - ,� ; x ��bs , ! � � f ,* , � �; / �;: ,o� s�o ,Ue sn s°' e+ t� I c °� ; ° � � 4,� t � ( � . I . C.. ' . �J J - u 4 �`s } v�. . � � � O i �o x � � a , � 1 ( � j e.€; . 1 . � � � ..,,p, ` , \ � .t.,� - �`L 4 e � a O { f S f � � �t ( � { a.i . � � i i` � � _ n � O > �, ', { �' . , � l •� ��, • ._ . � l w. .; ; �. �t��, ��b � 1 � < ex, h�, ti% � ': � � ° l � � �� � P. `s ' � ., , '� , � .x.. ' g { ;=:- ' ,, � "x� � � .,, ` _ . ,. � ( � �t {{� ,, } ( , ( i � e0 ' � ,p'� ' ,r�w � .':( t � ;t , + y t _� � " r a ' ' ° �, _ ( y �, ;' a z 4 � � : � i,. - �..� . �, „ 'f , _ , � � ; • , , �! f � � , , ` ' W r' � �,,_ ::,_.,.�..,�_.._ _,,, ', t�� } : gy=z � . _ . .. '>�,,µ'= a ,? �' � � 4>f� �� �i 1 i � _ �;„ . ,_ �i ,� ._.. �,� �. I ,. _..._ _ _._. _..� .__ _... ...._. ... .�,, .. , . ._. _ _ _. . .. I _ . . -��. � _ ; , � _ .� °� � � � � � ' 1 :_ � _ � � W s � � j � ,� , ,- , ..,�___ � ���aF � �`� � � , ; `� �� � �, 1 � lI I � _ , � _ _ i� � � �� ' � , N � � � �_ �n �� - � � , , � , � , i ��'' .��. � �.:�� ao �_ �. �, 1 � � � �� � '� �� � � ��� C ' �� � �� ` � . � ( � � �`�� Q� �r � � � �'`o �� .��'� , �, m � � �. � � � � { .. � � � •� t . I t i� � � �� � � � � � L�i�� � � � �� ���'. � � � � � � � � � , k.� � ' 7, ; . � `,_. ; - -. .. '1� t ... _. ° , � J , � k � s..' `' � � � , �� � > � w r � � ' � � �, 1 � c � '� - � � g �1 t t.. • ! � . , � `�� � i: _.�.-I , , .. . �, ,-� � `, �.. �, � . � �� - ..,� � � � � � � i � � � .. t � . �k � ,� e j. _ , " '; --` . q t i _..__._ ..... . . . G�. ':(, � „x; j �. ,. ,�>. .. �;:.. ET'. ,`/, �._ '_" � ,. ,..� . } ( 1 . ,� �? j 1 ,' ^/' .r � _ �_ �. .. V' -'... „�`� ��', r .�J ...: "-�°.. _.�� .a.�g ..._ ' i. �...� ' . � � � . i '., `:, ` . � � . . �� �' , � �' t E i i , .._- .. / ,� �Q' � �, l i � � � ' d al�o9 � . � _ ..E � , , .. , , , , � � _ - - ` � � e �, ,5, c F�rn � l e, r�l�- ,s�de _ � � � w � — 1 ' � � � � _- � ,� �--�- � � Z � � � ,, � � t � ; I �. � e or ej�' ` ', � I ` �` � `�t � i '�� , ` � � i �a � � � �; ' �`�j ;L} � ��� � � e� � . � � ��� �� � �',� � � �' i �-� 4 , l � �� -� ��� ,, � � ° ��� � � 1 � � � � � � �, ! x ---i ��: � � �� � � � `� f �4 �� � � � �� } � � � � , � --° � �� � I � I �, � � � � : j i � � 5 �.! �' � , � �,g � ! j � I �{ � J � d � I 1 = o r�l � ' �� � � 4 � � � ��� � I � � ._, l I i� �� � i-� I = _ �� _ � > � � � SCA�E: i" 10'-0.. � �� � , , �- � � � -- � �y � ex wooas- �' � E � � � ? � l � i� � � � �� � ' i� �� ��� -����- �� n��'����� � 9 C � � 1 �; t i � � 1 � �'� t � �.�`�� � ��'t�� � � � } �� � V � � � � ` �. SCALEe 1" = 10`-�„ -� �. � � � � l ` ', �� 4 � `` --�?� �,� �, � � `� 1 j � j 1 ' r ; ` � , � � i �� { � � > : � _ :,�t _.. ._ ___ .. � khr _ _. ..,.: _ ... ...... ...... .. _. ____ � � � i 3 � r. _ _ y,_� _ _ �_ � � ; � �y 4 ��� k� � � � � � � 1 � ' I� � �� � � � � � 4 � ��, , � � � , � , � � _- 1 A , ,� � � � � � ����� � �- � � � � ��N� , ,� � � ��,, � � � - _ � -- � j --- �;;- �,,������ ;����� •'" a � ,�� :�" �� _�-� _ - _ �°, . , X � 6 _ � O � � � "_ � _� l �_q Iti ��'F � � � d 6 � ' � `� { _ —l--�----------____`,iL- 4 � � F R E' l 3 ----- , ' { �'� G / J � �_� , _ • � f � - � AM� �__ �� � �� � { � ,r�i-� I � ' 1� � �� � � � �� �, � � � �� _ 1 � , � � � � � - --� � �g "° %z'1 1 � � ,1 < ' ,; � � ' �. i � ' - ' �i ��� �`� 1 � �� 5 � � � � C� m � � �% �� �FR e�Pc� � � ; . `-° �� � � ,-- .-- I { � i SCALE: t" = 10' �. � / ... __-__-- _....-- - ! � a / � � 0 i0 20 25 30 35 40 _ _ _ _ _.._ � •ii i.. . �:� � i♦ '...i'i!•�.i •�� • .: ff J �C ti � �'� i�,�. yka�:� � yy i`\�'ul.iy°,' �y �� , ��Y�' � �� +/� . ���i���' � ��.,� � ' i ��: �i "� � • �` • � ♦ 111 4 �.:: , � tj fk s 1 �.�° � � 4,, t �s= tt t� w 7� „4=zt ° �z. ��i`., � � t, � c ,�, ,:� ' �i,' �: z � ��,��� �' ���. CI�' ����,. � Ilttr,,�, ~t �� '� ' ;� . +�;` � �t �,., i +� � : � �.. ����, � �° 1 +�'. �r 1 � €� �.: =:; � '°° t�� L> % i...l. z� �, � � !/ fi'EVfSE'C� �..Z.iS t � � � ; }� t �^ 6p�^ ¢� P^ � � I Z. �4� i,� �� � ���5 � � �. � t, �� ���� a � � �� I� � i. � �� �� ��� . �� Gtb..�' ��s FERE 4E :'� @ ! 6 A '�. ' � � . a 1 i IiH � iE��4CT �, R E� ST X F�i E� t EE a� CI ,��ntr�ct�r �� pre�vid� �chedule caf E� F� 1 �06.65 ��e�6 (��} 9�;�6 {ex} Existir�� � d�� M� (C�i�,�� � ,.r F �; , � I � ar�tici�a�ted r�aad cl�sure, installa�ion and ce�rr�pletic�r� c�f pr�j�ete C�ty will cc�r�t�ct resid�n�s enrithi� �� days pri�r ta 4�i� PPv�lli�r r��t�� �� r���� �I��r�ti��, �,a�#�rtl��� t�P {R�r� � , ,' � canstructior�. 2 1�542� 97.5� ��.��� ���} a �,7� I I ��t� �,1, �,�� �' � 2. Ei�E��T 1�AL: The Cor�tractc�r shall co�rdinat� th� rel€�c�iion af the �xistin� str��t li�h�t �r�d �I�ctric���i sereaice �rith th� 4` C�i� �r1�,���� irtl�t�r�i�ht;, �1�� Tc�p'htlN 2" �bc�v� �dj�e��� �rade,� o `� � � � � �.a4.�� �s.a� ��,s� �.�� 3' � � City. �ontac� �arryl Stra�f�er, (252.467,4$0�) �� least tv�� (2� vu��ks pric�r to ��nstr�ciio�. Ci�y tc� r2'c�c�t� e�ist6n� 12" �xt�nded ��s� �p�° �RI�I q�tA 4.5, �.i} � j i f f street light and �lectrieal service pricar tca cesnstr�cti��. 4' �ia ��i��9��lS� �1H ����� �� TS'� ����r� , �t T�� , , i � � �V���rt[�ht FI 3. �AS: The �ontra�tc�r shafl c�ordinate the adj�s�rr�er�t or relc�c�t��ra of ��s r��ins w�th the City. C�r �����;�c� Llayd Turner 4 2�6.�°!° �4,56� {�x 15"� ��.�� ��"} 9�.5�� ��� l�"j , � 11,�± � i i ��. „�- (252.467.4�09} at I��st two (2j weeks prior te� constru�ti�n. �;I) ad�ustrr��r��s �nd relac�tE��s for �a:; !ir��s �iil be �1� � ab��� ad�����t ���d� {p�r �RR� i3��, 4,�, �,�, �,��� � � 9 i � � � � ,.� perforrn2d by the �ity. E� 5 1t�5.�9 94.65 {�x;15`") s 96,✓4 {e� �"� 96,�4 (�� �"� Exis�ing 4' di� MN (f�fV!�� � ' e � 2�`� � n.; � t� � f e �o ��r�tr��t�r is t� ��tify Er��in��r, �n �ity at 252.3A�3a315 ( ill Prid �r�} at I��st 4 h��ars pri�r i� s���rtir� w�rko � � � i� � ��; ��e� f� � 5. �ontr�ctor s�ail contact the �11 �ne Call �ent�r f�ar I�ca�ions of �xistin� �tiliti�s a� least 4�� hours c°ior tc� be�innir�� t r � �. �, °' construction (1-�00-632-4949}. � � � �� -°,�'�p � � 6o S �fEY R to locat� and stake th� Drair�age a�d lltility �aserra�r�ts �r� th� fa�r dist�rb�d parcefs p� �r t� ��r�str�ctior�. � Y�� --' � � j �'� 7, 1'��FF{� �(7[ViR�L: [nstall per approved WZT� Pl�n �r�d �atify resider��s. VVc�rk �r� t�e pr�ject sha ;�cat c�rr�rr�er�ce �.ast Revised 5.2�.15 � ' ,`� ,� � i' I � %� ��' � � � � � � ,, until all required signs, barricad�s, warn�n�s, etc., are ir�stalled and appr�v�d by the City. ��. ��,,�t�-x��� ;���r .���n�f� _� ��-'" i rIm ei���:`��n -- I t�5. �� 1 ( � 1 '� � a, Since the existing mailbox �t Edwrard �stin prcaperty uvill b� blocked d�arir�� �c�nstr�u�tie�r�, ir�stalE r��nr t�rr�pcar�ry 1. Refer to t�er��ral fVc�tes on c�aver sh�et. %� � �� r,����r f�--�s.?� �� ���' i� � J' v e.� � � �°" � ,; �, ,� _^ , ,a s° ,� a �- � � �✓'r�J� �`�` .� � C I T Y ' � F . ... � e � ,�- c - ` � / ,�,, �� r�0� �� s� � `'�� ,�~`�� � ;� P� ! � ,, -r' ��\ !,- ,-- i �.,1 .aP�\ � � � ,,- . ,r- ✓ � ��� � �� P�� � � � /' � � �O /Q ,% `, N Q R T H C A R❑ L I N A 1 � � f ��,�ar��, P ,-- I � c� � � � ,,� r �� "� � ,� �� `�� � �� ^� ,,r' ,, � r� ��p g��/ � / `� ' , - °"� ,,� � � .-- / r � � � ,� _ '� ` -'' .i ` � �� �� .,' 6 L� / 'N �,, ,i" X � � / � / \ ,,.. 9,� �,� /' �, a. � \ �, / � j -�' �',� �p � , � � -` y„i �, ,' �' � r' �, P A P,�� ��j � � / ��. , � � / E f � / , P �'O �j ;� ,/ efi �� � f, / I �, l / ��� � �� � � � � �, ,b �" �� , �a�e�e o ,' f,, � / l i�" inv�rt aut�-9�.65 ` � mailbox at the sou�hern driveway. R�Icac�t� mailbc�� per fVCD(?T �ectwor� �.Q7-22 c�f th� �C�OT 5:.��dard 2. �II materi�ls, ca�struc�i�n, vv�rkrnans�ip shall rrfeet the City of Rocky I�tfr��an� �arad `� f �,, ��.° °' � i 1 � �s '� Spe�ifications for Roads and Structur�s and coordinate �nrith th� lJS Pea�t�l S�rvi��. ,4r�y d�ma�� :� �xistir�� mailbc��, Developr�ent �c�d� and the �i�y of Rc�cky Maunt Mlanual c�f Star�dards and �esi�r�, �k��E�IR � ; i � � PLUG EX. �� � drivev�ray or landscapi�� shall be r�p�ired at no cost to City. req�airemer�ts and the NC RE�r�bir�� �crde, as well as specificaiiarrs �nd �onditians �n °���hes� � t ` f ; ;�" �.5. ��,�� �� � �� �, �C}6VSTREJ�iB�IV �'F��FFI�; Inst�li shorten�d constr�cties� �r�tr�r�ces e�n C�rrdl�woaad R��d i� ac�orc��ce �rith CR�Vi plans. _� ! � �� ��;� � °' � �� ss Detai( 3.17. Canstructi�n traffic sl��uld �ccess the site from Sunset Aver�ue �r�d �1C�i thre�t�gh� Cand ��vc��d sukadivision. 3. 1nl�fier and sewer is t� remain act�v� at all tirr�es d«ring cc�r�strueiian. if this is not p�.�ible, �he � �! �'� � ,t �� I 9. E(VSi,4LL PE�� ET�E� I�EASl1�ES; Contraetor shall fallo� th� �ity c�f Rc�eky Mour�t speeificat��r�s �r�d nc�ti�y Ciiy ar�d a�;��er�i s 1 1 ,�,��`,i �" ��i �`� ��� � �� i'� � - d Ff fiir� T�arbi� �° Curtair� �arri�r �rn r ri r th ch dule s�rv�ce ir�t�rr� ti�an. ,'�,`" � I !� �� tt�-�� �,I "� ( ��° � a. Irrstall impervious dike and pump around practic� per �R�l! �etail 3025, 3.26 an c�� � � / o e s p o tc� e s e p � ( i ,,��, .���, ,� �� � � er fVCDQT s ecs at downstrearr� limits �f ��nstruction to d�ter r�e�v�r�rer�� c�f sil� ar�d sedir��nt ��rir�g 4. t� �ity representativ� rr��st b� pr�s�nt pri�r ta and d�rin� ar�y constr�actic�r� w�thin th W ar�a of ; ,.-'.- i.�` �� - _ ��' �; � � � . . . . . � ° . �����t-����� ,s�G����, "�. �� ��� � ��� �� �� , ' i�,�' �� � � ( cor�struction. existing ���er a�d se�rer. �lc� �xESt�ng �nrater or s�wer lines shall b� op�r��d �ri�h�ut ,_�pl�cit . � I I�� _.. _t� �"� Deed BooK 2 5B4 Page 985 � ,.� .�° �� � sI t � b. Install SELT FENCE ta rotect e�istin trees �hat are nat tr� b� dist�arbed �r�d �t I��r�r lirr�its �af c��structi�r�. Install permissior� fr�rr� the Ci�� of R�cky �c��ant water and se�er dep�rtr��nt, 252.4�67.49�:a. �n� eooK fo aa�� vE ,�,--,. ;� ��'� j�; � i� , � � ���o�;< �i � �-' l i �`' ( . �; � ,� � � I�iL�i PRt�TECiIC�N or� existir�� inl�ts per CRIVI Qetail 3.7. 5. if an existi�� w��er or s�vverline is damaged d�ring cons�r�ctic�rr, Car�tractc�r tc� repa�° /�,, �' ,, �` � I �; j� �� I m r�s shall be obtair��d ir� writirr ricrr to distu�'�ance. Contaet irr�rnediat�l wi�h DIF Class 3S0 at his �x ense er �it c�f Roek Ma�rrt UtiEi� S ecif���:atic�ns, at �:'"� ��f� l ��, � � i j�' ��� �� ' i 10. C11'Y APPR(�VA� e�f eonstructed erosie�n contra eas�a � p Y P P Y Y Y P �-- . a/ �7 °- �� 1 ���� 11��i��3" ?� �� � � (� � � � �� : ,�, � � � � City caf Re�cky Mount Engir�eering Inspector �ili Prid�er� at 252.343.3156 to ir�speet ereasic�� c�antrc�) �; �as�r�s priar tc� nQ additional cost ta the City. Cor�tr�ct�r shall replace a rr�inirn�ar� of 10 F�et of sevv_ or water � P� 1�� ����� € l i� �� � , any land disturbance activity. �nrith DIP Class 35Q wher� drair��ge pipe is �nrithin 1�" vertically �r 10 ft hc�rizarrtally. �:�` / ���;�`'" �( f`j �� � ! I i , e� i ; � � y � � � � ( � � 11. EtIR��IAR� �i�lFFERSf �"REE �tEE�l��iAeLe C�ntra�t�r t� have �n �IC licens�d pr�f�ssi�e�al (ar�d surv�ye° locate ele�rin� %`� / ��1 i i I� ,� `� P�uG aND �.BAt�DQ limits and install c�ran e sec�ri� f�r�ce and c�r silt fence at cl��r�r� lirxiits tca ens�are ri �ri�n b�ffer � pratec��d frorr� �. �����e / ��,�` �� ��� � � �� P�ACE ��5 I�F± � v l � � �, � � Qi (��� ���� _� � i � � I ����� � ; 1 _ R� �E LECTTftEES a. C}UCTILE IR(��I PIPE (C}IPj waterlir�� to be press�are Class 350 Ductile Iron Pipe ar�d �t�all ,� �% � � I ,, $ � Ex. �°' SE�/ER d�sturbance and sedimentati�n, ��d t� enssar� tl��t r►� clearing is d�r�e b�yc�nd th�t r�quir�d, RE !� SE �; �� 0 � ce�nform ta ANSI/�i�t/WA �151jA22.51-91, Pipe sha(I be slip je�in� ar mechar�ieal j� nt pipe / Ni I §'{ � � �� '� �I��Y AS SFdQV�/�E. Rlo additionaf shrubs ar tre�s �r� t� �e dis�urb�d ur�l�ss e��herwi�� direeted by E��in��r. P,i r�at ,! � i ��'��y ��,� / . . . �,d•+ � . � � �. k . . . . . . � V . ! ��. E UV 111 A22.11. Fittin s sh�il b� ductil� ire�r� in acce�rd���� with 1 1 � pruni�g is to be perf�rrr�ed per praject speci�Fi�ati�r�s. Rerrtc��e tre�, grub ar�d r�rn�ve all �eapsoil, r��t rr��� arrd ai6 confearming t� ,4�51/�VU t� C / g / �,�, , a> I � 1 � ° i�- uestionable ar anic materiale Fiaul off-site ar�d dis c�se of ir� ro erE �rrr�i�ted iar�dfill. the requir�ments caf AN�Ij�t�1lNA C153%A21.53, A�i51J,A�tVVA C11Q��21.10. Pipe �:r�d °'` f l � I�. � � ( j� I q � P R P YP / n 12. SE1fVEB� realignment: fittin�s shall haue cee°nerat r��r�ar lir�ing and seal eoating, wh�re applicable, in a�c�:�d�nee � i� ' 1 I -eX b';`k d�,�e'"oy- �� i � I `� f� : I ae c�ntac� eity V�later � sewer. � � �� � � �tI I �� � ��TE��E�C�w � �� �� �+ � � � v�rith A�l�I A�IWA C10�f��1o4. / '' ` �� ( i I � 3 b. �xcavate and ins�all new alignrner�t. b. Steel �ncas�rr�ent pipe tc� b� ir�stall�d per CR�lI D�tail 1.7 �nd �ity Specificationse ! �,�' -- �6 I I i � � � ��� � �_ �F '�-� � eX, di f � � � a � � INV. 12" �' c. �e�r waterrr�ains shall b� install�d with a minirnum cover of� 0�r�less a�her�nr��� ,i� , ¢ I �, �. c. Qbtain as-built survey of new see�rerli�� pri�r t� pc�uring fc�rms ��r c�r�cret� �reek er��as�r��nt. / \( -!/ ��- E�` � t 20 � �' P 9.6ot` de Sev�rer testin�, accepta�ee. approved by Er�gin�er. For pipe bedding detail, refer to �RIVi 1.Ae / L�`- ��� ���- �i i�1 � � �� Q + ,.,� E��'� CM 8 � e. Connect new aii�nment and abandan%plu� existin� ses�er lir��. d. �n waterlir�es, "IVl�gal��„ joint restrair�ts rr�ay b2 used ir� li�u of �oncret� bl��kir�� �t fittin�s ,� �� __ j��-�°\ o� j � �!' I 13, 1'E I��nrerin�: r�orr°nally requir�d to ha�e ccancr�te blackin�. if�rify �cceptability wi�h Muri�ip�l�` � befare / ,� �, ��� ��. �(� � � � I I aa Cantact City Water � Sev�rer and notify r�sidents. err�ployin� for approval. � � '' l � � �`-�`�.�-- � � i � i •`TM � ,^ � � �ex.' �� ,rP �o ATE� SE �/I�Eo �1nless c�thera�rise re �ired b the Cit �rater service to be 3 4" � � � �.- � � -�. �--€ - � - `- - -. b. Exeavate fc�r waterline, instal! vertical b�nds ar�d w�terline �r��as�rn�nt. q � Y, l ,� \ f-°� - - �`" .-�`� --- � i +- � .- - - �j -� � � T � � _ - c. V�/ater testin and acee tance. polyethyler�e (PE) tub�r�g �C�R 9, Class 20Q �P �IVater Service T�abing (�.T.So - �.�.� ��,�eting / , / � � � �� i i � � 11�-1Q � i � ' fi � _ � �'- � � the re uirer��r�ts caFT e Ili C�rad� 3�lass C rr�aterial as descriE�ed in Staradard i �;_' � o '`� ; i� � � i� � ° C�. �f1St�il ��� C12UV CUt-ICl ��t2 Vt3�V�5. a ��l ' r / �; x. dror� inlei re �h�ia/ �"f.IT �� � I Y I•_ � e. Connect r�ew �lignrn�nt and rem��e existir�g �aterlir�e. Specificatior�s f�r Polyeth�l�r�� (P�} Pl�stic Pipe (SDR-PR}a t�Si�MI D�si�r��tior� [�-22:�9, �li % i- � �,e��f,o„-,04_ z�,z�. � �� E��� ������ �� `� 103.�7 f- 14e fd��� 11���°�LLATIO�a fittin�s, ct�rr�pr�ssic�n joir�ts, end connectors ar�d co�plir�g shall be ir� �cc�rc6a�ce �,a ���f� � p ,.� , ,,,� ,,,,r �G ,z �° ��� P�VM`T C� �� �� � I ( � �� � > : ` �, ra � ��c � n -'GO 30: 12�� ��p � Sjf� � 1 -f-�}�J� k ��� � ..... �: � , � �' � �� s a. PRECAST BQ7C IYIAlVUFA,CTURER REPRESENTATIVE SI�ALL BE CJ�iSITE �URdtVG lNSTALLP,TIQ�I. AWWA ��00. Bid price tc� include ccast of rr�a�eriais and labcar af pipe, 4 stone b� �'ding and � �, / ;� - ` _ �, � � i ' b, ��cardir��t� �i ir�� �sf � �liti�r� �rt �t�lv�r�t ir�staliaiia� ith ��iy ��d Er� in��ra ,As rr�uch as ����ible, ir�sfalla�ior� traeer v�rire, � / °�-,1 ��/ i' f / � � l � � > ` � ; ° � ° ��� 9�,'ZQ ; should take pl�ce during "drier" peric�ds vvith lovv flav�r in the cre�k. f. �II v�rater s�rvic�s shall have � rr�inimum ccruer oF 36". �II w�ter service lir�es sha� �e �` ,� a � ` l w �' . o / � � � � 11-�-OQ � , � -� �' ` � �o F�lJ Ai�� E}C�AII�T'I�N: ir�spect�d by �he City priar to back�ill. �,�,� �� �o �, _ � � � j " t � �. � ;� � �' �� � ����; i. Perform faur�dation excavation a�d rel�ted �c�rk in such se �aene� thr�t no ortican c�f the cu��u�r� v,rill be �4 1`ES1°EfV�m The �ity v�rill cond�act bact�riolagical testir�g c�f ��ter�ines, whic� have �:��ccessfully ° �A' / REMOVE & REP��CE �SP�a�.T � � (� �� �� � x y, � ���� � � � � FAVEMENT PER CRM DET, 1.1 � ° �° � I d f! t f � bl t" � passed hydre�static testir�g and f�ave �een disinfeeted in ce�nformar�ce with bca�h t� � City of '`\ / �� {°' �� j�� �i ���� '� \ �--_-.._.� �� �� �z ,� �t��� 5` .r � �E� e P� / � � ea° � �' - �� e �1 � � � k / � ' ° 1 �N� l �!�-. � � ,��`e �-�t� o , ���"�`�� ''� {„1 / / , d � j \ e �o G �' `�.f � � ��� �o� � % �- � o / - / i �- / . ` / ',, � ', , � , ,, � � , , F , ,, , i � �� �, � % � ;,`� -' ss � j / � '" �F�� /� ;�� � � � ` >; � ' , „ , ,,, � �, �s- � � � �,, ,� , � � ',. '' r ; ��� ,i / i �.- , ��.�,: � ,�' 1 / / � ; ' ,� '�� / , ��� � ,� �� ,� ; � � � �� '' °` ,,, � � ,. � �� ��� ���� � � , % " �;% � -;e� � �o ' ��� � '�� �'���� �„�,;�� .�° ��' �F � � , � G 'f;.' �' �,o > � � � � � � �� � i � � �°'' �� �� i� , � i' c, -;,�' /�" 1� �i � j� � � �° �.f �o �� �,PAM� � 9 � i � s� _° ' pQQ � %� �e o �P �'o A 'p, O'� , �' i / d�.b� ' q 5 � � � �� � ��0�� �� w�� � C� � G �� :"�� . ,��� � �JC �a �i� �� ��� ���� / l � j ��+ ,`h ER g P �� �: � \ ,� ��` /" `x9�� � Y / . � '��z: � � � G'.� � . � .. "���� ! � . � / � � / / � �j. � �: � V ..t V t. { e�d�n��red by subs�quent oper��i�ans. Protect comp ete pc�rtirar�s o cu ver rcrrv� as ir��„ , � ; �: ° = � '°f� . ' � ii. Rernove and dis ase of b�ulders v� �t�tiv� matter and �n �ther e�b��ctic�r��bie rr�aterial. Rraeky I��urrt ar�d �WWA st�r�dards. This prt�c�d�sre r�quires 5 days tc� ccarnpl��e Ta avaid �; �/ , ���, { vl -�` �' ` p , g Y 1 �� / / RE-TAP YVATER SERVIGE �' � '� � . dela s the ��nfiractcar shal! ive ad� uate r�atic� t� the City for sch�d�lir�� of �nro, <.. T t � �, / iii. Excavat� t� a de th as direcied belo�r tl�e bott�rn af the barr�l c�r vvir� f�c�tir� ar�d re lac� `t�e excavated Y, � q `� f PER C.R.M. DE 5.5 Y �� � � � p d . . ,�. �, / 1 C}+94.9 . . . . . e ; � � ` F /, g t ii tl . OV �(�C l���;�14t1S � � �z �,� �> ' �, ,,�, / 4 C `L R A D S T h. Cantac� �tl�ke Tc�lsc�r� PE 252.9?2.1�22 rr�ike.tolson�r�ck rr��� � c �^ �` , � _ �_ �__� -� �__ ��_� _. � � � � _ _ Mw z� n material vaEth faunda�i�n conditEOr�ing materE�l. � � P Y � ^ q , / � --- -._ _._ - � --= ! � 10-�90 � � � �� s� � ;,' p�S R��9.�3 A . . . . . . . . � i r nn i ra. `' �` --- - - -- -�- -_. � � I' � �, � 7 � „ cancerr� r� c oss co e�� e� � " iv. When the found��ion mater��l bene�th � c�rtmc�n c�f the barre€ �r v,rsr� f��tir� is rock or onc�r� r�ssibl� � -----9- ="----- ----- -.._ � � �: �, P � � P � f, - / .� { r � x � f ' I N V. 1�" f/ . . . . . . a.� � i. W�terl�r�e t� be tes�ed artd appraved by �ity pri�r to r�c�nr��c�ion to existir�� wa��rlin�e ,�_ ------- �.,�" 1q � � �- . . d': . ; � s; ,�k` r- . ��� '" �," - -' RCP 99.6� T ZoN materiaC and soFter mater�al as ben�ath �he r�m�inder caf th� b�rr�l or w'ng f�e�t�r��, �xcav�tU the r�ck rrrater�al _-. � .� / � � � ,; �- � � , ... . .. � �� � �: � ex. �o�as ,r-� __-__.---- f qR�p � 2 w��hin the r�eat li�es c�fi the barrel c�r fcrc�tin� ta a depth e�f 12" b���� the b�tt�m o� the bar°�I and fe�cstin�s and �, ,,.p- --°m � rre' �\ �, ` ' ; _; i ', }` �;� g,�,'� � X; 4 2� �F 7�" ' ��,�pp(��� _ 1 � backfill with fca�ndation ccanditionir� f71a��il�i, 7, �E ��e �r � �o ,,"�� � �, .�- `r��,pa / � � i:,r__ _ _ ,:. _ � � � � o��/ '�°� �� a �,� FZ�� (9�% 1.Q% f ?; __ �/�l/,q R 20'� � � a. Existir� c�r r��v�r c� erabl� IV�anh�ales or Wetwells u�lif as ccanfiin�d and re uir� --- ts �x / �� �' t � _ / N , l . . . e . .�' �s �-� � � Y CI I i; r� i \ _ _ � �x, L�rtrtb;.�'� - l t � � f,:'� � �,�`9�'�' ��,., l -� _ t �� P A/N� � e(JF v. Not�f the En in�er and ac uir2 C(�f�STRI��Ti�iV SURi1EY after e�ca�atrr�� e�ch fe��ar�datior�, ;�k� special care . „ . „ . .. �x. �` ,� v.i.�. COQ�Di�ATE �._) � ro eX �{ -� �; ,,, ��� � _. P, �__ F � � q com lianee �ith OSH�, �c�r�fin�d �cc�ss Er�tr re u�rements. �ert�fe�d e�i m�°,t, pre�penv� , > �, �': � +,, P�' �rvr,:, f � o ER l � � � � � ,PAP��i, ��, , � water l� rb nat to distur� th� b�ttom af the e�cavation ��til rrr�mediat�ly b�ftar� installin� fc�undati�n. . . . . . � P , c,�� ,_. wiTH OwNER & G�T� �N 1 Q �q; �,.� ,� v. _. IE I e ui ment and �r devic�s ma b� n�c�ssar to :=roteci � ��� _ �- � d� L . „ . , . . . . natifiiea�ior� �nd other a cab e / y Y / � _ od - , ,:, ' - ;� ,y ,. �� � � q P _ ,.. _,: „ h lirr�it of this ur�.�reut excavat�on . \ v ✓ J / � � �g2o � _ \ � ��, £:, �,� , � ,� �. d. Provide 12 of undercut and back�ill with #57 stcar�� as shov�rn can th� pl�rrs. T e s ..,, {`- � '. ,'a a� � „rGcs s aparox ,oc i , �niorkers after s stem is � eratior��l from h dro en-sulfide as build-u c�r �r� oi� Yrwis� / �,� � < �,, �, � _�x y PX ;��,gpr���� ��1e _ 4��: � � ' ,,��`°�; , `� � , ,.;,; �/ �_o � , , � shall be at I�ast the lim�ts c�f �he bc�� culvert �nd h�advval! tr��ch. , Y P Y � � � ,_ _ _._ .. �� ; l e � �� ��, X,,e ' a�� ��.� e, J �,�FR gP��= . . . , . . . ax er�-less environrr7er�t. / � �� \z , � � _._ _..t ,. _ ��5 ( / �� ,°.x �r top ur . �` �' +� .. '�2.07 -- i � �'';�� , ' � d 1 e' �;' ,�� "z, yh i �J� L �s. � J e. Pr�ar ta ir�stallation of the unit, �he or�si�� GEQi"E�NRlICAL ENC�C�IEER shall insp�ct th� ��eavat�cr� �rea tca assess . . � f / FR �� � � � � ,� � �..�� °-A '. , b. Guetile Iror� Pi e DIP shail ccsrn I wifih �VVV�(,� C151 A�SI A22.51 ar�d AST(VI A��6, `',, �`� , /,n� �°, ;�'� � `� � �� �r� � / f F� � � P Y I � INSTAL� 4d �F STEEL ENCASEh�ENT, 8" ,��,° , ,; ( �� ,,� � � . �� � whether suitabCe soils �xist at the sub�rad� IeveB. If �he �eatechnical en�ir�e�r deems th� f�aun�,�tic�n scails �s . .. . .� . . �' r v �vDS ETC. PER DETAIL 902.03'a N �-h� � ; I '.� ' ,� ,, _ _�- .-1 . . . . pressure class 3S0 and thi�6cness cl�ss 50 rninirrturr�, ar�d sha(I c�nforr� �a Cit� spe_.fications. n. o � ,-- f unsuitak�le, �he �ns�ai�able rnat�nal sk�auld b� r�r�av�d and r�pia�ed �na�th praperly c�rnpacted ���kfill r�at�rial �s ,� �� G, BE , �� c. Mar�h�le frames �nd covers th�t are b�lov�r the re uored bas� flc�od elev�tic�n + ��ry � 2 fe�t , � � , � ��' � �, :., �,� � �, � �. � �;. � � -- � S N ' directed by �he onsite �ecat�chnical er��ineer. . . � . � � � , . �.- =� -== �. .� � EX. 2" STEEL � ; i � t,�� 1(}�-7 ;!� � �,�,, I � z � ` C� �2C?Q � ' � � � .., 1 . . � n uvir� walls �;����� CONCRETE shall be watert�ght. RirsgsJFrarr�es shafl be br�lt�d dav�r� intca the concret� rnar�h�,� t�ps and . � �t �-- ° � -- -- :�., :� ` GAS Ta BE ,� ; I �. � ���" �,,' ti'� s _-��'��_� � l I � ° �_:�� �r- '' � � 2�3 D.i. (2'�3' �C�x) I �, C�NST6�tl�T"I�N Si1�9lE�f� Prior t� p�a�r�r�� c�f ec�rrcrete fc�r cul�ert fcaur�datiar� � d g , ���� � . have � minir°a�um eaE three b�lts ar�d a g�sk�t t� sit the caver �o the fram�. Frame :�d Cc��rer ..-- '' , , � st� �w- �".: - -- -� RE��CATED �N � i e .: � `�:;, '. �' � " ; a` � `'�' ' ;-� -- ° Tt�P �03.9ot FQRMS SHALL BE SURVEYE� by prafessEar�al land surveyor (PLS) tc� certify ccsr�pliance v�rit� appr��ed pl�ns. -- . �, �, � Canstruction s�rve shall be c�m leted to sho�r that th� fr�u�d�tioras for the eoncret� culverts ��d en�ir� vJ�ils �ill shail be th� V-�3�4 V\fatertite Fr�rr7e ar�d ��ver ma��fi�ct�red ir� the �lnited Stat�v by East �...�. -° � ; BY CITY x , ° � , -, �� T` _.. .� -° iNV. PRO. �S°' erv iaa.17 �� h II be (VA� �3 Jc�rc�ar� Irc�n VV�iarks, Ir�c. car � rov�d e�al. °° �...' y*a''`, i 1 `� �'�� � h ° Y P � i�K� q �-- �� s� j. �; 9//zr� � � �- INV. Ex. 12" mN t00.16± 1 be installed ir� the exact locatieans, elevati�ns and dimenske�r�s as sha�rr� ca� the plans. All �I�vatro s s� r -, ^, � � £� i I I , �NV. PRO. ��" OUT 99.96 l d. C�EEK � 5S1 a �� � E°FE E �A5E E �e Provide cancret� encas�r��nt �t cr��k , -' �`� �, o ,; ��4�' :; �x. ��r,�,�; .� . � 1 � , ; � � l $c NAVD �3�. . a , . e .,.,� � ti Z '� ` � ! � � _ _,.. �y� I � �. % crc�ss�rr er �RM C7etail 4.22 mir�Ar��am 20 LF. Pr�ar ta lacerraent c�f concrete er� m:�sem�nt �, '� � �, ,_ : �� , �.:TM'� ` �' `" ;` , q' y , � " � � f � I ! � _. °. . CRM DET. 6.1 �, 6.12 f � P , p , ,�-` , a ��� - _ ���� , � � � 1 t� 6 4 �. h� � � i. Constructi�n survey will be required t� b� submitted tc� and appre��eed lay �it}e �� this r�il�stc�e. . . r�: �,� `, �, -= �., ��<. .��' „a� � � �,� , , �; �,' � �� � '� `�. ; � q - ��� � I . . . .. � sewer grades and fc�rrr�s �re tc� be field surveyed by a profess�c�nal land sur�reyor ,��S} t� � � � �,. � j Ei. Foundation ta be paured or�ly with explECit appr�vaE by the � ty. . , , e . . . . r. . � '� � �� ,, _ z ,= � ` ` , ���� d °��° , �� 1 � .��: � �; � ������ �, Q ��,;.�� �"�� �Q� � Saw CuT, ��MOVE �EP��eCE Ex. CONC. certif� c�r�pli�nc� v�rith apprrav�d pl�ns. R�fer tc� Sp�cial ��nd�ti�ans m prc��ect sp _::�ificati�ar�s .� ��� �. � � iii. Th� Cit will not be res or�sible for cc�nerete �ured or culvert la��d �iithc��st �rmissian �h�ch ma need te� . . } �� ' ° ;�s ., � y�' `� I I , AS [?iRECT�� BY C�TY. iNSTA��. 1/a°" E,� ,.� _ _ _, � <Y , , ...-- Y P P � P ) P Y . � s � i i2���2Ci t(7 �f3t1StP'UC�1C3C1 SUi�VE'YIII�. � " ' � s� 'r ', i ' � '- ,g o � m . � ` � VVH�R� ��v°i! C�NC. ABUTS OLD. F -' ,. m -a � � � Fr . Na�<iswcrth be re.moved and replaced a� the ��r�trac�or s �xpensee � a �, �-�'A���,, �. � ��, �`% � r - �� �' ��� , , ��� ���� � ; ���� .�s � -, � f � ,- e. A�II sew�r testirtg t� be cc��rdir�ated with the �ity of Rocky IVlaunt and will b� per �: �ty of ,�.� �P c� , o , �e���� �,:,K ae� ?o�e �3� j �,_�� � ��� ;� a, a� �,� �� i � �.- . After a roval is ranted b the �it reeast uni�s shall be ��refull lac�d �n the r� ared fc�u^dati��, fer�ale end > Q �� � � ��-� ; �, ,��;; a��K ,o ��a�� ,,� , � � � � �� '�� ,` � ' �� � ' � � ���3 � `` o� ���� - _ l I _ _ - -�- _ _ .'" � pP � Y Y� � Y � P P Rocky �llour�t sp�ci�icatic�r�s. , '�, 2 ,��� %�; K A, i �� � �, � � �r,�,�," �� � � ���,�� E _ _ -- - s �- �-- �� � `, �; `� , b oc i , _. . ,; : _; ,: o ° t , .,.; r� �% ��: .. s_ , .�. 4 � '.. , . .. ,--- u rade ��vith ma4e end full inserted arrd ea�h 'oint ehecked for ali r�rr�er�t. �atisfactor fittin ��d ra er r�de . . . , , a � _ : ,s, � x ,� � � � , � , ' � � � - - �" , �. P� 1� 1 � � � P�� f. t�ll r�e�r se�neer �o be tested a�d � raued b Cit ir�cl�dir� as-buil� surve r�c�r `� rem�val �� �_, � �,� ..��_7,�N,oar y� �' £�y� ;, �� � l{ _ ,! .-� P P Y Y { � Y � p = � �� z , �- . , � . _ ;�` , , ; .�� 10 r� ; ; � � } v � �,,,, shall b� maintained during installatione . . , . . . � % � 5� --� - / � � � � : ; .... of ex�stong s�v�rer, pl���irr� the Gr�e, �nd �bandcar�ir�� �� placee , �',� aP � eX NL��S- �� , �'� ' }„ I �` , � �" i� " � �' �� i e . .�- �--- h. Contractor t�a fill a � between the two box c�alv�rts with flo�nrable fill. , ` ,�n -, �:�; ' °�� ' �,�>�" `� � ' '�� � � ,� � �. "" � ' �� ��� j „� ,, ., �� �„ , ..-- „ � � � $, AS-�lJILiS: �ar��ra�tc�r is to s�cure the services c�f a Pre��essic�nal Land S�arve c�r PL� ��� to , �� , ���- -�'-�` - - - - - __ -. � � �� '�� �� i , � =� ,"� ' s . � � Y i . � _. � � , � i ;���� ��'' � , �: ��� ��P�� �� ;: . ., .; � ; , u -.; �- ,, . . . . �,� ,a . ,.. ✓ r,o,n;,,,e „<a`� ,?,?, � ��� r ,� � ,r- min�mum af thre� ���3 d� s of curir� . . . . . . • .... � �����,r „ o � � �� � �- e,�. ( � .: k 15. �AFFLEa Install �oncrete bafifl� at b�th the inlet ar�d �utlet af Culver� �o P�fter a � ,. � . : t . � _, e,. , ,,. ,,.: , � � -- � Y � _ � ,-- .. :. ; ,� F c� ,���✓ �, �, ,-3 ,� �' i �- { . / rovEde as b�a�lt surve �f the storrr� drair�a e waterlin�s and sewerlines tc� Err ine�� a c�n H , ���;, S;d , .,� , .. :,� �,,�. . ; 1 _ ,,.,N <r:.' P Jf r l ,;.<. . .4 : ,. ,! �. ..��, t ��.. `S �;' . ;�o. . .° ,. ; ,.4..... . . „ . . . . � � P Y r � P � P s,> . ; . .- /� � � time fill Culvert,4 with 12 of com acted sc�il and char�nel E��d rriateri�l e�c�v�ted frorra the existir., channel bed in tl�e . . . . . .. . ,-. ',, a ��. �, ;1Q�.50 u� ,, �� , ...; l 4, z---- P�oviDE ���P. ����BOx (MEE�"ENG us�s �c p �.� , ' complet�an �f cc�r�struetsc�r� as deta�led En the pro�ect specificatf�nso `_ ,.. . ,w � , .. � � ::: '' � '`�' � � ' _ � � ,: "� � a � , "' ,- preserrce of �ity ir�sp�e�ors. - 1 ;; ,�,-� �g � � � I: � � ` � �� �> 1' ` NCDOT RE�.JIREMENTS} aUTSIDE OF VVQ�K ..� �„x... � , . 5' 4�'. , ,,,. '" �, :; ; � ;� ��s,�'>� : �:', 1 i,3�� , � r � ;,�.� �` =�' ZQNE DUR'?iG CQNSTRUCTION. GOQRDINATE �6a ��CK�ILLe - . . . . . . . . �,.- _.. 1 C}4- 1 C)4�.2() ,,,� , � , , ,y.., �o+a�a ` 3 I. � � ,,,, .. ,, ,,,,,,.. ,,..;; s , , � i; ��, " �XACT PL� �EMENT WETH CITY. a. Dur�r� b�ckf�ll and com action c�re shafl be taken tc� maintain RCBC al� r�mer�t and reverri d� ,a e ta the oEr�ts. / , .. ��_ ..._. °.,., ,o ri:. ... 4.. �%, � ,. ; j 6>'' , � 1 � � � � ,, � P , � P � J � ..,. ...... _. s, � � _ , � , . . . . . _.: � , ���5 , : r.. -.�_�, ,��.� , z I, I _ <'x. � ...- 0 ._ er� �� .,. � �� , ! ( ��. � , EJnits that becc�rne misaligr�ed, shovv e�cess�ve settler�rent �r have atherw�s� been dama�ed by e�e �e�r�tractc�r s / . �,_ . �� ,. , , � .a£�, , � � , �°.- _ _ _ . . . . A . ,�,. --- ; _ :. , _ ,, , ; � , i ' :. :. � j k� � � . I I ' " - _ _ _ - - -F __ _ -_ _ -- - �p�r�tian shall, at the discreti�n e�f th� Engsneer, b� r�m�ued �r�d replacecf by �he C��tr�c��r a. n� cc�sfi to the CitY. / i gg.7 0 ' , f. �; ;��3 ; ' o . . „ . e . . . -�� �� `��"'. �,��>` ` � � _: � � J, �PPROXo �Ci�ATI(�N, SiZE & TYP�� b. A mir�im�m a� 24 from the outside of th� RC�C sh�ll be pr�vRded fc�r suitable b�ckf�i� �s d�terr� r�ed by the c�nsite / -`,; � ,�--- f;: , ��� i� � � �� ,,�,,; Fz � , � r;r, � ,���.. � � 1 �: '� � � � OF EX. T��.ES SHC}WN. V.IaF. � Geatechnical Er�gir�eer. Backfiil sf��ll b� placed imrr�ediately pla�er�errt c�f R���, with fill ara�ar�e �:he b�x pla��d in , ,- ,- ; � --- -- - - -- �� 99 � �� . � �, � � ;� , �� � I �� �I � `� �, � ��-�- � � � , � .._------- --- -- -- , � � � � I �> , maximurn 6" lifts. Compaction requirerr�er�ts shall be met throu�i� rr�eci�ar�i�al tarr�ps (�nly}. E�i:n and every lay�r '` �- r, (o ��o�„), �eK ,, `�-- -- ---,� ,` � A' � � E, �� �� 3� �i I � -��� i CONC. . / ` { of backfEll shall be laced and thorau hl com act�d in lac� er s�cs. , �' � � � � � � � � ��P rt�o� 7r , ��, � �� . � � k 3 :� "` :-� � � � !� � � .. � ��i���ER �dwoFd G Asfln, J�. . . . . � �" i��� x �'� on'� �, � cl"� '� � �� � ��� � l i � ` , � '� =ed Book 937 Poge 10; c. Under no cireumstances shall water be ermitted �nt� un-baclefilled trenches after b�x �s been w��c�d. � / � � ;; e o �, e � a�°x ;c-� ,� 98.�0 � � , � ' � [ � � ��� � �, �, �. �� ; � PER �CDO� ,:�p aook �o �age r�s P �' ,,�- ::. _..., . �- . . ..� .: ., ; ,: '.. . , n � _- � �� g �� � 3 � � � � � � � '�J > � 17. EiC�d�dlR�i�Q�]l EAf��'h�i�/C}��(: ��' ,� str � � o`� � -:z'�. ._ �� � � � � � � � � 1170.01 21 �ondlewo�d Rd. � � � �� ; �._a ; � � � ., � ° '� 1� 1 a. For prcapased embankr�ent, imp�rt suitable OFFSITE rnat�rial and unl�ss onsite rr�aterial is deerr��d s�itable by �; ' �;i STA 20+35.57 ,�., , � ,�cS�". �� ; m; � � � , j ��= � onsit� eotechnical er� ir�eer and a r�ved b Cit Contract�r tc� ens�re that e�technic�l en �eer � rcaves OS � 3�.7� �° � �� t x E ; � ,: � � � P� Y Y� � � �P � �� , � � �� 1 �! � ,� ��� i0P WEIR 99_10� '�''. ,�� � �; t �� �,�� E� G/� ROAD STA 1Q+33.04 offsite material as suitable backfill prior te� pi���rt�er�t. ��� , � C�5 �, � � ' � � ,..e- � � ��� t�-�-2 � ' � �NV. ��.�a - b. Sui�able excavated rr7ateria! shall be used in fc�rrr�i€�� �he ern�ar�krr�ents. Th� rrrtateri�l tc� k�e usee :�� err�bar�kments � -�`, � _ _- � , ��� ...�.�� "���, � ` , �� � ; � ���( [ � �� 1 � I 0/s R' 2.4s shall be free af frazen ar organic m�terials s�ach as I�aves, roots, gr�ss, v�r�eds, and �I) c�ther m�w�� ial ne�t consistent with constructi�n of a stable, horr�ogeneous fill. c. Unless c�therwise prc�vided, embankrr�ents shall be cc�nstructed in successiv� layers n� mare th��, � inches thick, loose measurement. Where ert�bankrnents �re built by durnpin� frc�rri dra�lines, trucks, car c�the� similar equipm�nt, a bulldozer mus� be operated constantly tca spr��d the rnat�rial. Th�se lay�rs e�tust b� ftall �rvidth caf �r�tbar�kr�ent, T���� plans ar� far b'rddir�g p�rp���� Qr�ly and each thorou�hly corrapacted, built to �h� tru� sl�pe, a�d not widened with laose rr�at�rial fre�m :�� top. �r� r�at t� be u��d �� Cc�nstr�ct�can dram�ing� ur�l��s initf�l�d and d�t�� a� approv�d ��r d. Wet c�r imp�rvious materials will nc�t b2 perrr�itted fc�r formir�g err�ba�kra�ents about, agair�st, or �ver structures. The �����ru�fiian b�low by fih� Er�gira��rm materi�ls shall be d�posited in layers c�f nat mor� th�n six (6j ir�ches in thi�kr�ess, car�fully �am��d, and sloped a w a y f r a m � h e s t r u c i t � r e. F i l l o� r e r a r c h e s, b c� x e s, a r� d l a r g e p i p e s s h a l l b e d e p c� si t e d t ar�if arml y or � a fih si d e s. � ar g e �Pprow�d fcar- G���tr�cffar�m stones si�all nat be placed within two (2} feet c�f th� extradcas of ar�y arch t�p and sid�s of box�s or c�s�tside of ��t�° � a �-- - _. _._ _._._ .a .__ _._ � ` - I ' , � .! . AX. 3� _ . , � � i{ � � `� y E , , _� �_ ,,� , ; � � � �F° �� � � � � _ , �- , , 1 ,��Q �-'" .!� , ' � � dra�r�oge .esrr r ..,° o �,,;. �, � � ,.. %' � � � �� � } . � _, . � , �� . , � - . F �� � ; I � , � e J� / 1 ��c�. s�de oF e/li i , `� �, r ' J. � I ; s �°� � � � � ; j �-- e , � ; '� � � , ` 1� 1(� i � � ' i � ` 1� , c� �7 oa � ; l ; �� � 1 � � / 2x3 a.l. (2'x�' BOX} e % � �' '� i � � � j,/ T�P 104.1± I 1 t , `, �,; � -�.� ,i� IRlV. OUT 1Q0.50 � � ,� t} , � � � SAW CUT / i G%'�, �E�.- �.11, (?.12 'ex. woovs � , ( iaAV'� � P e g , !/ `, ' � � ; ���..��°� ���`��;�t � � �' � � STA i0+30�� �` � � �� ��� ! , a �"�, '1 � � i � � � �� � � �. `'` �� � _ � 3 � I � large pipes, /` �t � � �a�t'`�� ; � ��������� �� �� � � e �� � � �� � � ��� � �� ��� � � ����I � � x � ' � � e. �li �xeavating is ur�classified and sl�all includ� all r�aterials er�ccaur�t�r�d. /� \ �� �'' � k f � � �`� �G�R� �RA�IN��� �. �, , �,, � � �=�fl� �� �� � i °' ,., �. The finaf grade sh�l( be compacted and finished �c� � true, leve! c�r �le�p�d surface as caiied fc�r b�<� �he draw�n�s, and . e ..� 1 � � � �_�._ _�,�,�._ .. w ____ .�;�,W_ _.� _... __.._,�__� ,..r _� � ,,:........ _ . __ ,�, ; _ _�_ y:...�. .�__ ___._.. �ZTC: ��NTR�,CTOR TO iNSi��� TRaFFiG ih��� dre�wir�g� care b�ls��a�d �� b� a corr�ct � , � mus� leave no depression or irregulari�y whieh wifl hold wat�r ar pr�v�n� pre�per dr�irta�e. Cha��es ir� gr�de shafl � � ,r�� �, �;f� � E, � �� � = CQNTRC�� FOR TEMPORARY RQ�iD CLOSURE r�pr�ser�f�fii�n �f �cfu�l f�e�d �or�d�$i�ar�s bu� � �� � c� ��ok >49y ,�oq� yio � y � �� �^ ��� � � � PER S���T ��-5. COQRDINATE �X�CT be accorr�plished by smooth parabe�lic curves. �r� no� ��rr�nP�c� �� s�ch, �� �,� aoo� ,o Pa�e „� � �� � C/� RO�,D S�a � � � [ � i '; p ! s; 1 P�ACE�/=NT OF SIGNS AND BARRICADES l�. Install r��w catch basins and s�arm draina�e pipe. .�� � �� re�o�k �� ,?� 10�-QO = C/L ,���1`- � 1 t WiT� Ci��t. ONE 1Q FT LONG CONCRETE 19. Inst�ll ri ra inlet and c�utlet r�tectior�. _.--•``� \ ; ,� EX. MANHOLE t I� �9-�y�� �� � �� BARRIE� PER NCDOT 117C�e01= REQIJIRED i� P P E ����e -_-- � � ���- �0. FI�LL �EP1�F� ASP�IAET F�l��tf is required �ver th� r��wr cu(v�rts. l�se 2" rr�ir�ir�t�r� SF9.5B corr�pact�� ov�r 6" t�a 8" �� _ , � ,.� . -----� `, C -f�Y ° � ' .- , � t � ' `� 1 _ __ ___'°� EaCH � �E OF WOR� aREA �� � j -.� , � � , � � _ - ; �25,OB or I-19B over $" c�f #57 stane. , i . ___".--_ { 5✓1 ,1 . .. .. � . '--' `', `�` \ , i _ - `� C ; /a � ->- ,� F � � � l� � r i W �{ ----- - ��- �--`_ � �, i (/1 � � 21. SEEi�111iG: Permaner�tly seed areas tha� v�rill ��t be re-disturbed, [�� nc�t all��nr �r�y dis�urbed ar��s °� rerr�air� dist�rbed Th��� drawi�gs d� no� cor�t�ir� fh� req�ar�rr}�e�ts ��r- r -- -� F -- ' . � an (or� er thar� necessar and do nc�t rerr�ove rat�ctican cievi�es �rrti) ad� �a�te re�ur�d �caver h�s ���r� achie�red. ��b �a��f ,All r�vi���ns far saf�t �hall b� the ��I� -- I �`��` _=- _ ______ _ � - � , � �s �� � � ' � Y � Y P � � �° � � �F � <%, � � p � �,�� 22. t�nly after City inspectiar� and acceptance of site m�y �raffic b� rauted t�a �he site. re�p�n�ib�l�ty �f th� car�tr���t�ro ,- / �, ____ � o o'� � �� , , �' i , � 2 3. � N C E T H E S i T E I S �(� I V I P L E T E L Y S T A� I L( Z E� A N D T F i E P R C� J E� T �� M P L E T E, � 1 C} i I� Y C i l� i' P R I� R i� �-� I�� E R 1 G � ��� °� �% �. �-� �?'�7�1`� I � � D e EXI�1°I� ��tV I�N�� �, � TE�lIPQRARY IVIEASl1RES. C�r�tractor is t� r��iify City and �r�girreer fc�r fin�l insp�ct�ca� priar to r�n^�va) af E�&zC � _- , �'� �� ��� / � �� � I � k �� r� s Th� c�ratr°e��t�r �hall b� re�p�r��i�l� for rev��wir�g �il . �"' E� e'�' � V � 1 NC�RTH meast�res, exi��rng j�b c��tdEtic�r��. Ar�y adr��rs� ex��t°sng cc�ndi�iar�� ;� ��- '- � RL� CQIVSTRUCTION ACCESS - � g SCALEe 9" = t0' aff�ctirag we�rk �hs�wr� ar� th��� �r�wir��� �h�ll �e �'._._ �_.�._-_-_."" / o FRON9 SUNSET AVENUE ' braught �c� th� �ttenti�n a� PF�� eng�n��r far pa��i�l� f ` � p '0 20 25 30 35 40 cic�rifEC�fic�rr �r r�can�eli��i�r�. ` _ _ _ _ � i � Q � > , !� � � -� -° � CCs O Q � d � � � E� u'� a C O F� � � �� � ca � f� >= � v t-. � � Q � � � U} � v =t -y�� ���, ��� � ' � T (.i .. �� � � ���� x� �, 4t"�: � �� ��a �.��,�� � � ; �t � �' � � � � •: i y + •, . ., . � i • r � r . . � �• �it• '�. . :� . � . � � r # r . �. . . . � • ��..iM� i ����� � � '�.. � i �. � � , � �, , << ' �i .{ k}�n4 tef � 1� r� i �'r;; ;� �� ..: ; �, . ; �, .. �, +r +. a � � ,� . 1:f ,. t , � , �, �a d ; t4` i t � �� � �, �_ ��; �` ,' �+���"� a, � ��i � 1'� � � k AUi: ,,, ., ��: . �,, � � �; rrr, � � s; � t �'' v}� {�l '� . ,�� � � � � �" �' �`' ,`� � �;. �;: 1. �; � � � �����: ��°°���f� -- �J z= � EXTERhIAL tMRAP AT JC7INTS 12" � MIN. � CV � � � �U6J�lERT � 7'-d„ 0 � �� c� �' a/c � c� �R�L� a� EPaxY ��z� t2"N x�"TH CAST-IN-P�AGE �ULVERT, EM�ED 5"- CQNGRETE BAFFLE AT UPSTREAM & DOWNSTREAM HEADWALL IN CULVERT °'A°° FILL INTERIOR QF CULVE�T ��W BAFFLES PER NQTES 2` MIN. „� _ � ._ � PAIN. 12" ¢�57 STONE ----��•��`�' ovE� �-a��ic F�LTE� , � �., , . `� � � I I � �, � � A . �;` ,� . SEE [�ETAIL 7Q7.09a FOF2 WINGVVA�� � ����'R �\ � ��Q°° � \ � � ��,, .� � � � � WEEP NQLE � � PARAPET-- ` .� ♦ O UPSTRE� ` �" � ` �11L;� T � ^ � < � WEEF' HCi�E- f �� ��\ � `� _. � :�„ ��1�,��RT � SEE DETAIL � ��� 707.09� FOR � Jp� � WINGWALL � �p., v �� � \ p •. �� � � � � �,aT Ta sc��E • ,.. 12" I�IN. � N 45° BEVEI�D EDGE ON --- UPSTEEAM INLET, �OTH CULVERTS 7' - 0" 0 CUN�/ERT � f (r ��M��. / Lav� F�aw cu�v�RT} � � �„ �' P,PPROX. ECEV. EX. ��' c��EK �aTTOr� 2' M�N. � a� ■r '� ilr ; ; , ��. �. � SEE �ETAi� 707.Q90 FC}� ;��NGVdA�L �, _ 0,4 �2 3,_0" °�TRIhf ,�X. 12" GP�P AT � � ,�` � V�IN� ��A,LL> GNV. 9�.6Q v -- -�--� V1�EEY• HQL� SEE DETAIL 70i.09c� -> FQR V'VINGVYA,LL ��, � G- �sr � �� tft�EE=" HOLE �'RG�JSED 15" RCP AT WING rVALL. INV. 99.62 * � � , � �` PROPOSED DOUBLE 7'X5' �� ; PRECAST CONCRETE BQX CULUERT � �; (PCBC). FiLL GAP BETWEEN ' ' �� CU�VERTS WITH FLJWABLE FI�� ' ' !r :i i �� j�A I � I I r �t � i � � , �� i i � � r � i i ��� ri ,i � ^�, � , � � ��� ,, � � ; , � ,, ;r�- � � I �� J TOP PARAPET 104.77 ' ' � ` � 12" PARAPET ; ' ; ; �. ;�.' � �LEV;°' -roP cu�v��-r �a3.7� , ,, �; � � �. , i� � ,� � vF �ie��.�� ���� � ir � � .a} � I . / � 'l . �e � .� ,' , .. ,�` �% y' ' �,, ���-�� � ,� ``�,�. � ,� �: � � � ,, .��� , �; / � � ; � �n' .� ����� � ,� � �` � .-� � � � �� � ;..--�� ' �; � - � �9�,1t3 vr� � ��� `• �' ��. �. '��. 1 °H x &"TH CONC. � r� � y �_ r� `� r . . - ,.- 7 � , , -- �-- .- .- ,� .. ,� �-�. � �. "� ` ,, � ,. . AFF P R TAI , . �- . � . °�; s �� e oe � � 100 IN CULVERT A ;`�w �gP �WEiR ,� `� �\ t � - � , y > , �� F , � � , �-: �-w�" � . .. ..m�1"m .: � .�:.. 4 ; TYPICAL WEEP HQL.E ,. -� INV 9� 10 -� � t [�� • C ' � " P�Ra� T 2 E � e BOT BC 96.53 ELEV. 1Q2.50 - r rv v. t g"' - RCP 99.68 ELE V. 94, 70 � � ♦ ::� .Y� „l� - ?ca � _ V • � � �. \� \� � � �\ � � ��� ELEV. 95.60 TQP PARAPET 10�+.37 TQP CULVERT 1Q2.�7 � . . � . __....,M+*w"° , t � i � - ,. � ELEY. 95.60 .� - 1 ELEV, Q3.20 � F. : , � �' ��.��. �✓ v.� .�-•- �. � � � t3 _�����_N����- � ir,�, s7.zo � � c.> � � � _ � _-- 11 • � • - - . � � � � � �: � 8" CONC.. CUT-OFF wa�� To �E�TH aF 30'° BELOW PCBC INV. ELEV. 101.7 l � � � � � . �'�� ., , � , ., , , . ...: . �RaFw ��� �ou��E 7'x�` ��EeasT RT P F1 AP CONC==TE BOX CU�VE CBC. LL G ( } T°_� RT ITH F A �i BE W__�! CUI.VE S W L04V ��E �� � � ; ,; �� r.� � i , ___ , t _`:. _ i i i �. I i • i � T , � �f �. _ �. " ��� i ` C � I � �_ ' ,:, ` ��, ' "'ti �� """.�" � TYPICA� �..-._..-°--�°"�. , ;, . , , , j . ; � 4�EEP HO�E �� ' wwe�^. i .� � ,' ,, � � ��. �. � _ _ _ - . � v. � s ELE 02 0 �-�-° _ � � -- � � � _ - - � -� __ - � `, � .y - � _ � .f __ �� � ,, __- � � � T(3P VtfEIR � s 9�.20 � t ��, INV. 97.20 � � , k; " _ - ,y _ -- "" --- �., ��vv. �2„ CMP 98.60t � �--ELEV. 94.7Q �� �� �.. LastRevisPd 6.1�15 1. �esign, details and shap dra�uin�s fcar the precas� box cuEvert shall be s�aled by a North Carolina Registered Professional En�ineer �nd provided by the precast man�facturer priar �o canstructian. C3�s6gr� o� pr�cast members is the respansibility caf the Cantraetor ar�d is subj�ct tc� r�vievv, comments �nd approval. aa Contr�c�or �a submit twa (2} sets o� engineer-seaied d�tail�d shap drawin�s �ar r�vi�w; includir�g all details, size and spacing of required reinforcement, and desigr� calculations. b. Precas� concrete box culvert shall be desi�ned �ar F1S20-44 loadin� ir� accordan�e with the l�test �ASF�Tt� specificaticans. c. Precast bax eulvert design specifica�ions shall be in acec�rdar�ce with ACI-31� "�uilding 1. All ce�rners to b� ch�mfered 1�. Req�airements for Struc�ura) Gonerete,,, AASNTC� "Standard Specification for Highway Bridges,,, 2. All concrete �o be 4,OOQ p�i at 2� day�. ASTM �7$9 "Precast Reir�forced Cancrete �ox Sections �ar Culverts, �tarrr� (�rains and S�wers," r in n Sevvers i n f r Iv r s St�errr D a s� d R inf r d Cor�crete Box Sect � s ca Cu e t 3. Contractor to plac� (2} #6 bars „1°„ in the top �' all end snra(Is ar�d ASTM C$50 "Preeas� e o ce , with a m`snirnum of 3" cov�r and a f�ngth af 6" �s� than with less than 2 feet caf Cover Subject �o Highway Loadings," ar�d A�1S�ITE} IVI2�3, as applicabl�. �n si n to conforrr� to ihe re uirements outlir�ed above and shall uiiliz� rade f0 end�vall. d. Steei reinfarei g de � q � �. �fi �ontractor �I�ct� �r� use construc�ian jc�ont at :.?c�ftom c�f pipe relaars eonforming to the requirements of �STMI A615 arrd VVWF cc�nfc�rm6n� to the r�quirem�nts �ar ?C (dowels} shail b� placed in the base �,�k�cing of bars to of ASTI�/! A1�5 or botk�. be approxirr�ate9y 12° on eenter un(ess EngGn��� dir�cts e. ,�s shov�rn can profiile, pr�vide 45-degr�e beveled edge an ups�ream inl�t oi bcath culv�rts (inside ather�ise. tap ofi pipe�. � 5. If Cc�ntr�ctar elects to us� construction 'oint a: �o�tam caf �� m nless a�hervvise s ecified. J P P 2. Concrete campressive strength ta be 5,0(?0 ps'r minimu u p and pours bas� ��p�rately, the top base �hali �� I�ft rougt�. 3o J�I�T' UVR�Pe 6. Reinfarcement to b� A�TM 615 #4 bars cz 1�' E.W.E.F, unless a. Car�tractor to seal extern.al jair�ts vvith ar� outside sealer wrap tha� is at Eeast 12 inches wide and noted. I�lI r�inforcing steel to b� grad� 6� (6G ��00 p�i tensil� covers the joint covering a!I four side af the box sec�ion. strength). Cancrete cov�r over reinfoecemen ��OR= 1.5" f�. If the ou�side sealer vvrap is not applied in � cantinuous strip alan� the entire jaint, a 12 inch min�mum. minir�um lap of the outside sealer �nrrap is permitted. 7. Weephale drain tca be a min. 3" diameter dra's.� �r�vid�d in each Ge �efare placir�g the autside sealer wrap, clear� and prime the are� receiving �ne e��tside seafer h�adwall and wingwall, ,� minimum af one (� mf af c{�ar� #57 wrap in accordance �ritf� the manufaeturer recommendations. stone shall be pravided in porous fil�er fabric �u�g �t each draine ' I d with shca man facturer instal�ation reco mmendatior�s shall be inc ude d. The sealer wra u P p W�ephol� lacations ta b� adjusted ta pravid� °" clear a� s�etior� drauvings s�bmitted for review, jaints, if needed. �. �Q���- ��� ��g�rr�al �oint se�ler u�ith a 3 ft stri of �ilter fakaric confarmin to i e 4 re �iremer�ts 8. Prior to ordering, �c�ntraetor �h�ll s�brnit sha�. �rawings ta � � � Yp q �ngine�r far all pr�cast he�dwalls and wingw% � far �ppravaf. f� ���tior� 1056 of the NC�Oi Standard Specificati�ns. f. Ace�ptable j�int wrap is: i. Cor�lNrap CS-212 fr�m Concre�e SeaBants, 1rrc. ii. EZ-V\/rap from Press-Seal C�asket Corparaiion iii. Seal VVr�p fram Mar-EVlac Mar�ufacturin� Co., Ir�c. iv. Cadill�� Externa{ Pipe Joir�t fr�arr� Cadilloc, csr approved et�u�(. ��,a ��, 4. Contractor tc� fi{I �ap betanreen the �u�o box culverts uvith Flc�vvable fiil. 'p Sa EE� l��LES shall be constr�acted in all dra6n��e structures. VUeephale drain fio be a min. 3" � ��,G di�rneter drairs provided in each sectiar� (�Yp, �' car� eer�ter sneith �inim�sr� of one (1} we�p hole per f` `s� wail)o P, r�inimurn of ane (1j cf of clean #57 or #7� star�e shall be prc�vided in porcaus fil�er �abric kaa� � a� each drain. \NeephaEe (ocations to be adj�ast�d tca prouide 1" clear at sectiar� jo�nts, if needed. 6, �AFF�E. To ailovv law f6oenr passage of water ar�d aquatic life, the �nuert af Culvert � is irrstalled b d b ffl I( � b t II d t b th th � let �ppr�axirrrately 1 faot belc�vv �he �xost�ng stream e o A a e or s� is �o e Ens a e a o e in f'% �nd outlet of Culvert A. � a. 12"h x 8" th cast in piace concrete baffle ta be �r�chored by #5 reb�r at 2'_0" oJc epaxy coated. , ���`� Dril! into culvert and embed 5". `��'�. � b, Allov�r at least three (3) curing day� befare placing adjacent fill, �anless otherwise approued. �� `�� \ c. Culsrert A is ta be filled with 12" of cc�rv�pacted soil �r�d channel bed rnaterial exca�rated from the � V�lEEPHO�.E Q�` �r existing ch�nnel bed in the preser�ce af �ity ir�spect�es. ,�j, � ?, ��f�1�E�e �or�traetc�r is ta camber the inver� gr�de by an amaun� sufficient fio prevent the � d�veloprn�nt of sag or back slope in the �law line after the backfill is piaced. Carnber shall r�ot � exce�d half th� falf frarn th� inle� �af the culvert to its �utlet Far this project the cancret� b�x �� culvert sh�ll be constructed inrith 3 inches of c�mber at its rraidpoint. �� �. �rades, el�va�iar� and lacation shcswn r�ay be adjusted t� �ccamm�date �snexp�cted field conditions, �s dir�c��d by the Engineer. � � i � t!) � Z i � ; � , � , � '� � n � a �� INVERT N� ; � � � � _ _ � _ ..,._ � �. . �:. �� � � �- � oc�� _ s� � o i � g,9 Th # oe ^ ", � i ?C G�G���`�'��-_��, 6„ #57 STONE ' �� ' �vaT To sc��� �E� K: UPPER STEM HEIGNT, 12" fNCRE�ENiS (TYP.) L: �OWER STEM HEIGHT M: STEM LENGTH, 12" INCREMENTS (TYP.} Ts: STEM TNICKNESS, �" (TYP.) Th: HEEL TNICKNESS, 8" (TYP.} Toe: TQE TNICKNESS, 18" ± (TYP.} T TYP 1 " MIN. h• H N TH " W RP,MEN S 2 � . EEL �E G 6 G , � ) L k: TH 1 F T TOE I�ENGTN, 14 FOR K LESS P�N Q EE , 2�" FOR K OF 10 F�EET QR MORE. ` C E T Y O F �_. .. � a � ;� f � �� � �. N❑ R T H C A R❑ L i N A �� r Ili � � � �� ���i I�! �; � i�' � � �. .� , . . , , ., „ . , , �.i Th�s� Ic��� ar� fer b€ddi� �r a ��� 011i C7i1C� 9 P P Y P rcaweir� � �ar°� r�a� P� be ���d �s ��r��Rru�t��n d g ur�l��� 6r�it��l�d �nd d�t�d as �pproved ��r ��r�stru��i�n b�law by Ph� Engir���r4 Appr�v�d for ��r�s�ruetiar�� ����: ������ ��������� Th��e dre�wwr�g� ar� b�l�ev�d fo b� ca co�-r�c� r�pr���n#c�tQar� �fi actu�l fe�ld corrdc�ians but ar� racat w�rrorr4ed a� �i��h. �ye �ateo TI Th��e drea�ir�g� d� r�c�t car�tain #h� r��quar�rner�t� for �ab s�rf�fyo- ,4Mi pr�vi�i�r�� for �afi�ty shall b� 4h� ��I� r�sp�rs��bil�ty af tl�� c�nfr��fore I �I Th� �a�r�irc��tar shcall b� re��rc�r��ib1� �ar r�vi�wrir�� �fi �x��tang j�b c�r�dit��n�a Any ad��rs� �xi��ir�g c��detic�r�� �ff�ctir�� w�r°k �t���n er� ik���� ��awar��� sha�i be br��aght tcr th� �tt�niior� af the �r�girr��r f�r° p���iE�l� cl�rific�f��r� �r r��csncilicati�ne M �J�rr�b�r �� Up T� ��ph�l�� 12 1 1 �' 2 24' 3 3Q' � 36` 5 � 7�'�� 4"_l., a ._ � ..._........ _ � _� _ . __ . � ' . �.:: �` - _.. �. . � _... o �i� --______..._., a .� � -______ .... ,.__..... ___ _...� � _.. .. . - _ ,;. , , ___...._.____ _._..._ __._.__._� o___.__.. + �ri > EX(�T€NG' C�RA�?E �,�C}VE' + � _.. ` _._ ............ . ..._.... _........ ......... .. .._�. � T._____... _._ . _ .... c°�.. -a �s ....._..... e, o � � P- -o-- PRC}. S. S. _ -� ._ ,,... _ _ _ .._ _ � � 1 c� N �-- d __. __.. _. _,�. _� � ..._._ _ __ i _ � � _ ..._.___ _., _ __ _�_. ____ ._,� � ......___.. _ ��� � � �� �_ �� I Uy� ---- -� - -_ - --- -- �� � I �a __ �. _F- �.. _ _ . � �- ;�.._ ._._ __ --.. . __...._....._.__....__...___.__.._ _ _.._____.._. _ ___'. � � _. ..._.. 1 I . __� _ ___._� _.. _� _.....___ . _ _. �- _ , _ .. � _. _ _...a „ _ _a �. __ � _ _ - i � �- __ !�-� _.. � _, _ r _ _ _ _._. � -_... _._.} _� ____ _. I. _ ._ _ . _.. ... � __ __ __... i2't � APPROX. DEPTH%�OC. I � _... ____ i. EX._U.G.E. TEL _ , _ . _ . �.____.._. .. _ ... .........._ _________ ___.____.. . -- ---__._ __._._ ... ___ ._. ... _. 1 _ _ � � 1 1 , � _ - -- - ----� - ,� - - - _ __ ,- -- _ - fi- - I '' _ � � ,_ t. .... _ _ - - -�,._.` _ _ _.._..__.. __ _ __._ r' � _ _ __ _ ................... I\ P! �_.,� i ll 1\ lf �''. \ -^ °` _..."_'..._.. , , , , .,,,.._,.._........ _ _ ._,,...__„ ....................... _� _ . ,,.. ....... .�..,....... ._ t t- �' . .._ ....._ .__. . ......_...__._,__,,,... . _._._. _. _...._...._._ _T�.."__....., .____�.,........_.___.O__.s..........._ .................__„ ....,�._„ ,,,, , ,.,_ , �, _' I � R P � }'.. ' ' °" -- `° °- �-.. /a � .. °" .-' t ___� � �- ' '" . _.___ _.._... �_..� _� __.... __ __ _ -.. _ .. .__ . _ ___ .. __._ _.--- ___ _ _- � _ _ _ __ a - . _..�.._ _ __ -_{3���htf; �--_.. � _. _ __ ' � � ° _�;_'_�_._ _ E�._,� �.. . ..._.�. .__. __-___ _____ _ ... _ ___. __.___ _ _ __ __ ...________. � _ _ ---- _ _ _ 1 � � , 1 EX. 92......STQRM DF2A,(N,. I �nv. �oa.3a� ± -t - -- _ �_ _ --� �----�- -- I ---- � ____ , ._ _ .....____... __ '. _ _ , _ . ...._ _ ._.._. __�__ _______....__._...._.._.__.._.__ _.... ___ _._� _- _.. � _ ` __ ' � __ _ _....._.._,,. . . . _ �� _ _ �_.__. _�_,.,. . .,, , _ - _.. ._„_ .. . . . . t _ __ - ___.._._ _____ ____ ___ ___ ,� __ � � �_ _ _.� ._. _ __ _ / � , __ __ ' ����� _ �.. ,,.; � � � __ _ _ 65 LF "--' � �., DIP SS Q -1 59 a � _. _ _ . .�_ __ �r_ ._ _ � � _ _�_ _ __ __.__ . �_ . _ _. _.__..__._.. _ .. -____.__... , , ° �� 77 LF 8" DIP S.S. C9� Q.5%-- �- _ .-- �'� v ;___.�2C}._J..�:_ � � _...... _ ... _ __ _.. ..._.. . . __ _ . . , __ __ � _ �_ � _- _r_ _�___. ' �� ' _ _ _._.... _ _�. _ r. __. _ __ _ _ . _ _ , _ __ _ _ �. �� � � ��--�F` �ON�F2ET� i _ . _._ _._ � _ENGA EMEi�tI...AI.._Gl�EEK � __ � __ __ .�. . .. _. ,_ c, _ XING ER CRM DET. 4.2 � �n � __ _ . ua__._ __ _- _� -_ . ___... . __. ____....___ ..__.__ ....... .. . __ _ __ _... __ .. _ ___ ____._. ____._.......�.....�..�__.......___, _._.... _..�_......_____. �, �, . � r, � � �n a- 0 � o �Q � � � � c» � � • rn � � � -_ � � --- - ---- . - . � ---- ------�---- �, �, � P - _ °' � � �-- - � _ _r� __ _.. _ ' _ �? _�.. {_.__. __-_ ..._.._I ___... ....._.. _ '_ _�_.�. _o z � � __ _ _ _ _._ ��. . `�_ .. _.__ . � "' '- _ ........ . ......i _ . _.. . �,_,� . �...__._...,. ..__ � � � _ 1 ...._ � Q - � ( o __..__..d......._ _ � _� � ___.� . 1�" = 2Ci' ��� " _.r ....... �..... 1 _w _._..__. �.....__.._..._. _ . . � _ _ _ .. __.._..__ _ _ . � . . __ �.. ____a �. �__ __.. w � 1�" = 5` ��'JER � °Q � �� �'�J -� � _ _--- ___� � _ __ __. _ _ _ _ _ �___ _ _ � _____ _-�-� �- zz �z zzz 2�+ao �0+2� �a+�o Zc�+sa z�+�o 2 � +oa � � +�� z � +�a z 7 +�o 8'° MJ GV & V.B. PER CR� DET, 5.9 �c 5, i Q - TYP. 1Hausr ca��AR, BEND & BLdGKING PER CRM DET. 5.11 & s.�� - rYP. �--P�o. �c�c $'° DIP CLASS 350 --- 1$" #57 STONE UNLESS OTHERVVISE „ �rAPPRQVED �Y -O-CITY, � . . � � .� �� � � � ' � � ` � ,'��..�. � �.< ,�„ '; i � , I ; I � ; � � AL� �a ' : � ; , �" = to' r�oR �, ; _ , I', _ _ _ 1" - 2' VER ', ', ' ' ' ex. racad ' i , ' �� , ; , , i _ � � _ , i ' �. i i ' , � �, ; i i �� ' i ! ' ' I � �I I �, ( � � � � ; �� � _ __ � _- _ __ -- - _ _ _ - �-- -_ - - - _ �- f _ _ _ �. � ------- - - -- ' -- i -- ' I �-_ � ° � � p --- .. , + I �° ( � II ' � � i _ _ i ___ _ __ ., ! a Q� .. i . . .. . . .. . . � . . . . . I... . (�.. � � .. N Qt`� i I � . � ? � ,,�, � \' � p E r; , ,_ ; � } ' 45° BEVE�EC? E�}GE �'i ° � ���� � � ��� � ; 07 � �' � ar� uPSTRE�M , ;:� �. `°� °+ � ° ,�i -o ii ; a- s �,_ , _ _ INLET, TYP. � '. �����:��i ��, o v� � ^ � � o � �i cc:� L p j ; ��� i � o I � � �_ o .- � N I o> � � 43 � � �� Q f� � � ' � � X � , x '� ~ x � '.° �• � � ' �� �� tn a� � a� v a� ( cu � cn v.� i , ; • ��.��z�� ��� _ _ �� ; ���� � _ < <F��� ��� �, "`���7;'� '- � � �, , �' ' r����� � ti �� � i � �'F �e„�s,��� � �'� ��''�i'��%f��' ' , � ���'S� �3 �• �y ��/�� �,,, .. ',, I ,,,., li ',, '� �"'�, � ✓��`����� �?�di �,$sg ,,, ', . , ',. . '�. . �' � , �'`,�£��, �>� ' �, I . � , ��� ,��f: �� 4,� ' � ' , ; : ; ' ,_ ,� - - , , , , ; F��� ���Tr� �����LT �A�r�� , �, _ , _ r� '� '. � • % �, � i � OVER CULVERTS. 2" MIN. SF �?� ��B � � '�,, �` �I �'� � I COMPACTE�D OVER 6'�-8" B 25 �� QR I-19B �', �! ��� �� �� ����� ����� ������ i� 0 VF R 57 ; S TQM11 E. AS D! R E C TE G� 8 Y CI TY. �� � 1�� . , . . , � + ' . �_. ..-- , _ . e e _ _ . __ ---�-------_. _ -- - . � - -- _ --- - -- __ _ r _- - _ r - - _ -- 1 �-- - , I � _ _ - . � _ , � ,, i . ' \ . e..� "^' I, i- I i � � � �._.- �-. .,, ..--�'� M1 � � I �' ( ' � � ` s � � � � I � � I (tI � i ii i) i� i � I � ' i i ',, II --. ' � � . .. . .. . .. . ��... ti . .. ..... . . .. ... ... . . .. . . .. .. i I i � - -.._ _ _ --' � � �� ( ' � { �`7 5, � I � � � ,'_� , ��, �� � �. �i .' h� � � r , y �__.�_..�,_ i � ��, , �; c�j�' •� �, r �•x �%���j �:. `-�ga p,?.yj�'(� /,v:; : � i.� , � � � , T � � '� �, ���':'� ��--�r� :�s: l�3 ;''i'-,�." � �z�,.� �i✓.,nG ,� �..i. , � � � � , � v � I ', �': � . , . �c,. t�. � ; ' i.� f %/%�,Jmi i a �. - 2 y ,i - ';,, �' \ c �� � � , zr�,. � - ; c'-',-� �' - ' ���„''� .�.,�:: `��*,:�'y,. � <r v --I� .;� I � ' I ,i ,, �::.� x� � , . . . : . � . .. .. ... .. .. .. , . � .... , � � . n 5&;: �'+ "�f, /i i; // ..'lr� :_> f �. .,'�. � , _.,,; � ..,;; / \ ,l�/c�-� _ . . .. . . . . . �.. . . . � . . . I . . . . . , . �.:. ,......, .,. �s.g. + q . -,/ 3s 1 / i,,..., -r - �k . ) 1 .. , ,,: . ...,. -� C �. ✓ �::-� � I � ' � , J� . , , -i, B ..,,i., .. -,3+/� -. s s �. ;, /J� .G / � - Q /n ,-. „x. „,,,,., „ ,,, i i i : �., .,.. . ...�^�. ;�. . � . � i . .J. / � 4 .., // 'i � / .`y�:� < 9. - i <.,,. , , ..,,,,> : S. , , ..;: . .�;, . . .. / / .;�ti i„' .,:,.,, .Fi/ �ki S ,.-;:<<, . . ,,,.�i � ,/� e .S „`z-- � �.�... 3 �. i I . �, , ..... . -. . a. ._ ., ,.:, me. .� � � , , .:. �. . .._..... . . �,. . ,. i . ,,,,,. .� .� � � . C S -:.,r � � ,5,. ,. c, <, � �,� ,... '9� s � �/- ... ��.^�^w � ,.-�:.--� i .�.,<. .,. � ; � *„� °` I , ., .... ..�t. .,._,,::. .�....... . , .x;,.....m,.,El/4 .,.�,!:✓i,.,.,. ,,,r,,. /�fj, $ �. ,� , n'o, , . , . ;: t .. �:.:.. . � . ..... . . .....>:.. .`^'P.. ,- r.�„ C �/ .b.. .,` .,.,,.. ''�i��?��.:,'... l l �dp F� i , . :. . . ... . ., . , • . , r-�4 // �✓���/ a... Z / .:� �: ✓ <- fG m - , �� � z I Y,. Ys - �i � / �, ��. � . �, . +1 ir c i .. . , , ', '�. ��,. , ,. , .: �. .. .. . �. , . .. , . :. � . � . , . .. • �..,,-.. ,..,„„ �,.. .. � ,<,, :. ,6��.� t � 1� ,'., �� � � � � �` .�. �/ K . . . „': „ ,,, , ,.�� . � �� '� ." � '^.^v � : , ' .: ... ��., �, " .. .�.. ', . . . .�. . , . . �. . ',. "", . '^.^ . . .. .... . .... � . ... . ... .... . , . . .: . .: ,.'. . , : �. � : «: .: . .-..� � � :. . . ; . ':, �. �. .. .. , , _ , . , ... ,..,,.., '.�,.., ,.... . . � ., .. . . � .:. . : � ��. ,. �.. .. . .. .:- � . � ,,. ; . I '�, ' - . .:� . . . .'��:� . . . :� � . ': , . ..' '> . : ' `.' ���. . . � . , .. . . ...... ...:� . . .... . . ........... . ..:. . . . ...... . . . ..'� . . ..'�: ..�.�:' � � .:. .. . . »-.v . ,,. , ......,. . ... . . . ..... . . . .....>.. . . .,...... . . .... . . ...... . . . :... .,.; . . .... . �..... . ..... . . ......._. . � ` i .. --^• ^-.... �."'. ,'.. ....! . ' ��. ( t i d q i . 4 �.: ' �,�'.,.�. �� :�.� ..��..' � :� �� . .'. •^`. �•� �...,� :.�....w �.,,r;.- •r ,«a�..���. . . . ... . .......�: .,......: ._........ ...,..', '. . .. .... .�,... ..''�� . ... �'.... ..,.... .y v'��' � .':' .''.��� .�' . �/ '.�^� � ...�,^^°�. ,, .,..:. .,.. ,..::. .•.!:. ,,' ..' ..,, . .::.. . ..,. , . .� ^..:. ` .. .,.:'��' �.:'. �.�: .' . . ... :. . . ' �`:' . .. .' .::: . .. +. .. :. . . .....p�. �° ��. �.q., . ,, ,n pq��°. �r(^p�°* . q� f : . i ... .. . . . ....... . ........... . � ..,.. . .. . ....�... . . . .. ���. ,.. '':.'.. �. ��.. .. � �..: , ....:.. . �6. .. ,.. .: - : . . :^1 lQ...���..- '��.: . .,.'.,^'-.• �•'..: j ..... .. . ....... . ......... . ....... . . .:.... . ..,.... . , .+..... ...:,... . ...�... . ...:......... .. �, . . Po... . �G4.9 .G✓✓I7�,�s.,............ rl.f...... ��'.� , ............. . ... . ........... . . ........ ........ .... ..... F. .. . . ... .......... ...., .... t✓�. .!•..,... . .�.�.[S �G:...,:, .C.F . ..4.� . . . . .... � . . _........ . . .._... . ,.... . . ......,. . . ,... _ . . . . . . _ . . . . .���. �..�.,_ �.� �.�C�. _ ��. . .A�� . .�� _ _,. . . _ _ . . . . . . . . . . . . . . , _.....,......,.� , �.. ...... _ ._..,,_......� _ �.. _._ ... ......... i .... _ , , _,... _,_ . .. . _ . _ . . _ � , � .., . .. .: .. ... . ..:. . .. . _ . .. . . ........ . ....... . . .......... ..'... .'...'-:.. . . ,. .. ,..,.r'.'. :•.'..•.,'.. . . ....•...: �:..,. . ' . �'�:'. , ,':.�... .. ..I .. � .:: .... .�.- r: •� . .:: .... ,.� �:. � ��:':. ���. ..'.',. ..-..,'. , ... ... �.:. ..:. ,.. .._. .�r . �.. . i. , . , , .: ,. „ �:. ( � . ,✓:. .. ; ••.�.. .':.' '�: . '-�.� < :..:; � � � , � .. � �. : • � �... '•'. ''..: �. '�..; . ... . �. ;. j . . .... .:... '•.. '��� �'. •• � ...,. � ..: '�.::��.. . . . ..�.. ...�: ..�.'.'. '.'.'.'. . �� � . .>...> .. , , , . . �.., . , . ..��.:. . . �. . ,. .. .. . .. ............... . , .'.. . . . ... . . .'.'.. . .`:::'. . ..: ..•-. .'...' . . ... . . ....... . ........ .. ...... . " �� ...�.. .�:.. I i.... ...9 . ........ .... . .. � .. ..... . � ... �.. ". ..::' � �.' .'. ;... . «',' � �:��.: ' �'.:: . � � . . . . , , . . �.:' . ..: -. . . �..;. ... . .. , �.. . . . ...,.. ..... ...:. . . . . ... � . .. .. .. ;: . . . .';.; . . . ' • �::'. .. .. '�... .'.. " . ..: , .. ��. �.'�� '. �..'. ::`. .... �,.�. .�. � � . .:�..'..�.. •. ... .::. . ..: .. ,-' :. � I : �•: j � `� � ; ; i ; i �; ;, _ ,, , ; ° , . . . . .'. -. . . i . .' ; , , ; ,. ; ': . -: .: . .. , . . . . .. . .. . .: . _ .. . :. ... ,.. . . .. . , i _... > ._: , . ' , . ...-:, .. �..•..,, . ......, ,,. . .•...... , , . . ,:. ...,::, ,.. .. _ ,., , . ..�..�.f..� J_........ ..., .,... _..... __ _.....,,... . _ . . . . . . . . . . .. .... . . . . . . . . . . . . ....._..,. . . . _ l . . . . . . . . . . . _ . ,,, � . . . .. . .. . .. . . .. .. .. . .. .. .. ... .. . .. . . . . . . . _ . . .. .. . . . _ . , . . ,. . . .. ..... . .. ., .. .: . . . . ,:, . . . . ,,, . .. ,. . .. .. .. .. .. . .. �� _. _ ._ ..... __ . _...... .. _.. .. ��� , , , .,,, :: . , _. __..._ _ __-- � -. . . . , s. . _ . . ,. , 1 ..... , _.. _. , �.�_.�:� - - __ __` v� �. -. �: ---- _ _ : -. : . : <-_ �, . .�_,. � :' ' .. ; . , ; , , , , _ , : .: :. ;. ' ,.. . . '' � ._r .� -� _ - -.► � �-. , :; :� ; T�� �; _-�__ � _ _ �.. .. . � �� � .: :: _ .� _ _ ��. _ � ,,... .; .b.._ : _... . ......... � __ . _ _ _ _.�, _ _ .� . . . .�. . ,. . , . (� �- _ ,. . � .. _ __ . �. .�. . _ �� . _ _ _ . � �, _ _ .. � . ___. _ _ rt _ _ _ . . _ . . . . _ . . _ . ct ch:,, _ . . . . . . . _ , . . . . . . . . . . . . . . . . . . . _ �^e)r . , ,. , .. _ . ;• >- . c , , -.� . . . . _ . _ . . ,, . . t. ; __......_.. .. _. r , __ _..... P,. ,. � , ,3�' � ..... . . . . .. . . . . . .. . - . : ._,. < ,. , ; , .� � .�. : . : . : , ,. I 1 ,. _.,.,._.. _......_:. � . � TQP R �39 Q .�.... . . ; : ,' ,;..., ... . ' E ,. , 9 , , . ,, , �.,.. ,.� ._.;�:; ,� . ,., •; r: , ; _ ,; ...• , �.. RT A ,e.._.. �,,,.,., , <;.. . .. - . ` :: , : , ', �' V ; . . ., CtJL _ _..... ._...,,... .... '"'� ) ( �� f_..,.:..... .�.. .. ,. . ' ( _" , I :..: � �.=.' I (� i 1 �'�.: W�}k2 .�$ 2C}..:, I i i I ' 1 I �' � ..� u1 U�E�.� . A �. � -�-{ � , . --�- .�., , � , ---� , ( . � � ' I ' --<-,..:_.. . . . .. ; ' ' 1 4l � -..�., :�„„ .,': . , ..� ...: ... ... : .:. :...... .� . . . ..: _ I _.. A-- ;. �,. . ' . t ..M;.. ,� ,. ,. ,. , , �.,- , . ,., . . ,...... - ,�,:�,:�3 s { �. 6 - � - . , ?c.=F";�,i . ;/ . 1 6 . �� �. i �, 's i � /, � I c '�� �/i �n il i i `,% . � I i � ;�i � G%, % � , I3 f �F.; �. , . � �, ri I% i!� c a s.. � � � �i �� , 3�t. i6' :, a�? .. 2�a 2 `\ � � �,'� , C .2^ l; I i /� ? . �,�. � �� �! /' / � I � f / F 1C f� l� . 2 /l9 �/ � �. I � % i =a' �� � � � � � i � � � s �i " 0 �r , , � � v � i„_ �, . ..� �, � �� � s � y �,... � i5��- �,,, � x �_„ ,. ; ,- . M� . �; �,.� i �„ � e , � � � �� , , -_ � s ,� _ �.: / F� __ , ; , ; , _ � 9 „ � : , �. � ;: „ , �,.t, �: �, r� �, , . .: � _ , _ ` _ , �. . , , � � .,,� , �. , .._ � . _ , _ � , , ... �....,, i, ' ' _ _ _, , , , . ,. � „s. �� , � , ,. _ _ _ _ , . , . � ...,:,,. � . ; _ , ,, � ���� ._ _�._ , � �� . , .; . ... , ,, .1. „ , - . _ . . _ . _ . . . :�,f,�' Z , , .. . .. ,� . � .. < � , __ . .. _. . . . , �.. . _ .. ,. . i,� ...,.,., ,� . . , ::�., .,.. .. !' � ,. _ . . . . . .:, , „ _.�, � . , .. . . � . . . . .. . . . . . .. , ,.;...; , ,��� . .t:y- ..L. �i ,t . ,,. .� .. ., /i,3;,, , .,,,.,,,. �!....� .✓i,. �� � ...�... i� � >> / � ..::,i , .;- .... / � �I � �,� „ : t .� ,.�:i . ,� ...� � ._. �:. . _,�i.. ,-� . , .�', .�._.�.� . `�� .. � . i I � ,�, .. ......� .. ....� � . i; ��.� i ,... ,... .� �.i< � o. .� . ,;, , ,� „ „ i , . � ���, �. ..�„ ., a. , ,._ ; � ,,, , , , � s�` , , ,. ,. , „ , ,, � ., -;�:,� , , , ., i � . „ , , ,, ,. , ,, , „ ,., , >._, + � „ � _,; _ , ,. � � ,, ' , ,, , ; , , , � _ " �;- 1 ':, ; i � � I ' � \ - � � ^ _. � , ;'. , , _ � LACE ENTIRE � =, �__ , � � � ,: � - , , , . - ;;, _ , r ,� � �,�, �.� __ _ __ __ , I � ; . ULVERT ON i2°' ! � � i i �I i �`':. __ t nh�n�. #�7 sTa�� �� � _ �. � �� , , . j I ' i, II � I , I C,`rQ��EFO�: CORITRACTOR IS TO CAtv9BER TF'„ INVERT Q� � � , .� � � ' I. T T PR V- TH ---- T FFICIEN Q E'VT E _ __ -__ ftA Y ,4N AR�OUN SU � G DE B � `�� .> __ ; " � �-._... . � � � Y _ ---.. . T :F FLOW LIRiE i , � _ -- ----- ---. - _, __._ _.__ -- v� DEVE�OPMENT OF SAG OR BACK SLOPE IN `' LQtMERE WATER CINE & �;' ' ' i ' ' ' ' ENGASE ENT PER 9Q2.03 i" ' A F TE R T HE 4� A C KFI� 1� I S P LACED. FOR THIS �^�OJEGT, THE �, _ ; ', , � GQNCRETE BOX CULVERT $HALL 8E CONSTR!S!'TED WITH 3 ' ' IRICHES OF CAMBER AT IT'S MIDPOINT. ' �� i _ , , _ _ � i� '', i ' �, , % I � i ; I _ i i i � � _ _ i. _ � � ,i � -E-i � N i , o ' a ° ''' � ' �, ; � � , o� , �oo,, � � _ �? > i � _ a � _ , � � 1 � � i ' � � � �; o I i i , � ' � � � , � � ', o a I, �� , � i m � ( '' � � x � � �, _ _ ' _ _ I li �a a , � m � ', I ', I i c� � I; a, > ' '' � I � ° °' I '� ~ , ' � � � ' 9-��0 9+9Q 10+Q0 10+1 Q 1 Q+2� 10+3C} 10+4�� 1�+5(} 1 Q+6Q 1�+7Q 1�+�� 1�+9� 9 1+0� 1 1+10 � ., .� ! C� O 2 > C.) a� � -o ' �-° �? c�s � � ;� �� d G � f.9 �n o � o - �11 N O 6d a � � � �� � � �:: � Q � � � � � f� � �� � � � � l�.J ' � � � � �c � � � � � r \ z ii �� �f.a � � � � iv4 � � � � � � � � ��� a � � � � ����� � �: > � � � �� � � �. � �, � ��� � �, ���� � ���e, ,�.;;. ��,�, „�< � CQNSULTING ENGlNEERS, P.A, CIViL, MUNfCIPAL �C STRUCTURA� ENGINEERS CQMPRENENSIVE ENVIRQNMENT�L SERVIGES �LN = �0562 15� Roun�about Ct. Rc�cky Mount, N,G. 27�0�4 Pi1C�C1�: �2��� �7�-��Q� Fax: (25�} �72-763� www.a�piar�engEr���r�.cor� admin�appianengin��r�,com � ����, � � � ��,: 1 � � � �i ► ���,. ����� �,t:, � +r • � ,� • i + _ : �;��. ,a t� 1 ;« 4", , � �� � }� t� �� , ,.,.:: L' ,�' t t tt. , ��;. I 4'. � k ,Sk;st k � � t {s. 7� , � �, {+� �Z � ,�,.: �' �$ ;t'`"' � � �, � �'��_ �. , � � ` '� ° � _,�`; �. , Z ;. �' �". , s �" �. �� �� � � �. � � ���> ��°���� u� z� <� + c� Copyright 2011 Appian Consulting Engineers, P.A. These drawings have been prep�;red as instruments _ �er� �- tor � particul�r site or ��iiding improvement and remains the property «f the Eng�neer for us� under his superv�s+o�. �o reproduc�.on or other use �s ��lowed withqu� nis p ss �. � i ��E�!���'i ��'T�� ����IC��J ��R�TRC�L R�C�TE� � � ° �f � � i ,% �.ti r ' � � � -.. �� �,s ° � /� � � � / °,, , �F4' -'' ❑ i -r v o F . � �; F � e � �,,,i � '� O� !l,�iY �/' .'� W � � �'' Revised 6��.15 � � � �/ �, ;, � ti�� � , � � � I � ,-- \ ��� ��` ,' �> r� �, '���i�ti�� Pr:�c#i��s �. Cc�ntractor and subcc�ntractors shall comply with ail C7SHA r�quirement� ar�d pertin�nt provisi��s of the � � � ,.- ,� �"� �`� �° � �% ��� � s � '� � �.l �� '� � � 1, ��f�r t� �t�bil�z�tl�ar� Tlr��fr�rr�� 1°able, � "Manual of Accident Prevention in Constr�ction" issued by AGC of Arnerica, ir�c., and the Safety �nd Fiealth � � � � "� `L �� ,: + � � � '' � � / -"��� � � � � � / '� n� � R T t� c a R n � i N A � L5 ��r 1�P�E� �t�rm��te� C�is��ta�e P��`��i f��' �ta���r�tt��ra ��ti�i�i��a �C�{��., �f���c�i�� �u�, �, �QiS, F��gulations for Construction is�ued b� th� �.5. Dep�rtm�nt r�f �abor. ' � � ; ! ; � , �`R a.�,�, �\ � �� ' � ,• ✓�� � �; � ����In� �h�ll b� pi���� Irr the tirn��r���s s�a�v�+r� �� th� #�b1� b�l��nt, i�� i��tr���atn�� ����r� b����n+ 2. This site is sub�ecf to �rosion cc�n�ro1 provisions and the Contractor is responsible for containing �II erosion � � j� I �,�`,' �P �c � �'� -'' ° `� � ���ern ��r �n� �th�r I��� �kr�r����ai r��t� �ar� ih� �1��s t�r ��������t�c��� ��r ii�t� �sn�r��, �nd sedimentatic�� withi� the ro ecfi 6imits. � �'� � ` P � i I ' � � >�� � �'�i ,-' u7 0 3, ihis plan shall b� reg�rded �s depicting the mir�imurr� requirements. Additional measures sha�i b� put in � �� i I�� I ��, �`�� �;� ' �-' � ,- � ° � tfi I ��AAs811.1�#TI�� �'I�IE����'l�� �°��LiE pl�ce as needed to ensure th�t no sediment is released frorr� the sit�. � � ; J y'� �r �~ i'' � � �' �,,' i 4. Erosion control is under the j�risdiction of the Cify of I�o�ky �l8ount. �ity of Rocky �/lount Engineerir�g � j � � � ' � � ' � � � � � � ��� � � � � � � � ; Department Persar�nel rnust be granted access upor� rea�or��b�e req�est to �ny ar�d �li areas of the subject � % � I ` r _ .f~ •� �3' �',` °3 � �' ,� � � � �= � ( � ! ° �,. � _, ,`� / z (/� c.; ? ... + . ..:.. :: :::... ,.; . ,;. .: : , . , . . . . s i l e, ", `3 \ ,_ � � c' ,/ $ g °- � ,,� <C ...: j ; " . . ,:,:.::: : : °` � s�te for the ��s e�t�an c�f sediment�tiora and erosoan cantr�l ade u�c . $ � � , o„ �"�..���,�� �`����,��TY ��r�rr����r Lt�kes, 5uu���s,�:C����ch�s �n+� �I�► �� � c!� s...:: . i�ar�� , p . . . � �' . . . . . ; i � 1 t � t' , t _. =� � / v � �- � � � �:. ,. : �..: . � :. ' 5. Any grad�ng beyond th� lirriits of d��turb�nc� �hown c�n the �pprc�ved plar�s �s �n vsol�tion of the City of �ocky � -..., _..��.... ..... . � . � Hi ����t ����r H� ��a�n�� �' t�� � �i��� i ; ,�� `� ._. �� �z�, �'� `�-° � � ���! � �� � � �;�"��� � ; W � Y � � � Mount's �and Dev�lapmenfi Code and the �IC Sedimentatic�n and �'c�llution Control Acf. Such violations rr�ay � � � � , � , �� ;' � � � �,6,N s � �g„ � �,, / � �'� ��������� ������� � � a , : < . , . .. :::: f : ��z +� ;�r� �.;�r.i �s i� l� �h �r�t� resuit ir� fines fo fhe �ontr�ctar. / � � �� ' , „ '� r � ,� , � � � �% ;� � �`�I p � � � ,� , . � � �i ,p �.���T�:�? � . �! � `�� � � � ; : ; ,: c�' y I t / 9 / ' ,; , � n 1 � '�,��. ., �O U .� L Ca . . . . I . . �: . . . ;.,. :.:� : ; . .. ,. . , . y . �s=+;: � : ;,, : ° : �.� , r 6, The r,ontractc�r �r�d aIB s�b-contr�ctors �h�ll take all necessa r�c�uti�r�s to ensure that a�nts, liquid , �� �� � � ,. ! , � � 5����� ����p�r �t��n � �.:,: : .; ; < � ���� ::. �r� ��a�k �t����., . �t�r�.�.�, ��� �Y P P � ,, � y�, � � " ` : ,.,.:. , ;..: .. . . . . � '� `' i ' , :,... .: m nt do nt�t �nf�;r stre�r�s or stc�rrr9 drarns or h�ve cr�nfa�t ��' � ,. : .. �����ys�c���l�e+��� wast�s, demc�lit�c�r� rn�t�r�als, concrete and sedi e ' ;� -�� �� '' i ' � s ' ; �,. -r P¢�P�,, '' T '�e`` ,-, „ c _ . °. ' ; :' ,. .:. :.. !. ; ��.,-' s � � r e.m"'�o � � / on ,�a; o �• wit� surface wat�rs, w�tl�nds or buf#ers. �ailure to da so will be c�nsidered a vialation �f the �i�y of Rcacky �x °�"`r°r�: ���,�_` °'�,"''�,�. , i �;�� �p ��, B o5� Li �'� '" � � � �k��7� �tii ��i�p�a �,l"����t ��4�?1 ��i I1i >irn �:t��ut,r,�n ,C�4;. �� t -,� �J t I ' � ,-' �� `d ; '`�� J Ge P �s, ; /, ' II � i ; �I�p���.1��fl��r ���� � Mount Code of t�rdir�anc�s P�rt �1, Cha ter 10, Article V. ille al C7isch�r es in#o ih� Stormwat�r S stem. � c�° r����r rr,--�� �v ��, °- ; �;� i_ ,. o ,-;' � 1+e���}� P 9 9 Y � , �' �', � � � ;� �, � - \z ,p � ��o,� �,o� ,, ;, . , , � ; a , . . . . . . . 1' 2 ITl�llt �i'Ot11 �f.'c�V9Il �ilE,' CC7t15tiUCtIOC1 SIt2. �U� r5` rnv�u; t��1t- �",S.F�,� �,s � ,. , ,, ,, , i. f�aant�in cor�siructio� site �r� a car�datior� to prevent mud a s di g rt { � �"� � k i � .';' i %' F!'Y '._ /� �`J�. P,�� ..'"�' ,%� O� _ ., . �: � ::. - ;..,:. �t ; ..... .. .., . J . :.��. :� ' . :'�.. � ....... . . . .,:"i'.:, iY��i�g. .:' . . ' . . . # f �� � ... � - �.: �'`�, � � . �nd dirt tracked mto ubioc streeis rne��t be r�mc�ved irnm�diately (same day). s� :- i�il:iatt�er �re�s wit� �I+� �s �i�tt�t� ���w� �b� �4 �� � :: , ,. . . '� � � t '� ' � i � � ' i� ',� , � 1 , ,' � , � � � m �_ : >� ,�'' ' ';' , � - . , ����..�rt �er� #�����i�t�r� ��� ���N ��r��s : . . . . . o ,_ � ,�_ � � � �� �,�� � � � ,� . k� �, ,.. ... .. .. �o �l1P�F��A��t1�� PRAC`CICE w�th dewatering purr�p will be r�q��red, per �RM �e�aii 3.25 and 3.�6, The � - . . . . . e _ ' ; j r' �� � '� � � ; f � � �. '�35;��.�. �'�� ,' , � Contractnr sha�� �urndsh, �nstall, aperate ar�d r���r�tain any pumpir�g equipment needed for the pump arc�und :: ��� � JJ;; . � .- � � � � _ ti . � � � � ..� � x ; _ 1 � � , ��F � � s4 � Y' f i � �� t G� C I � � 1�� � � -�., l / .0` ' i �I - , � ` i � �� � � � ` ���� �g�,w � i pr�ctice ar7d ather dewatering. a 1 �'� � � ; �, � � ; t ; � �, , ' �, � � , �, P�rrr�an�ntly ���d �r��� t�a3 r�ril� n�t b� r�-d��t�r���, �� ��t t����� �n� di�t�rb�d �r��� �� r�mai� h II btair�ed in v,rritin fror� #he Cit �n ineerir� , �,, ,.- s, � I i «_� ;' - 9. Approval of ccar��tructed �rc��ion control m��s�res s a be c� g Y 9 9 � �f�t�rb�d an i�� er th�� ����s�� ��� �� ��� ����v� r�t�r°�i�� ���i��� ����i ������t� ������ .'� � - � I + � i � � ; , � '�� � � � � � � °"� � De artrr�ent st�ff ri�r to site radin � ' � ,- � � P P 9 � � ,, : �,<:'� _ , b� i � j � ' , ,/ '<' � �', c���r ha� b��n ac�l����. t��t� th�t th� ��rn� fi�� e����l�s��n�r�t �f p��r�����t �r�u�� ��v�� �� �� � . . . . . .r �� i : _ � .�; ;4 : _ , ; 1d. Cont�ct C�iy of Rocky �o�r�t Engineering Insp�ctor B'll Pr�dg�n at 252.343.3�56 to snspect erossr�n cor�trol , if,-�' � , i � , __-- -i ,,,: �, ca���d�r t�ays. • � rJ � -�° I ! -- � i ' ,, �' CYiG'��lli@S ilt7t" t0 a(1 i'�{�8i1 c"�CtIV8ti2�. Cond�ewooc Estotes, L.�c. i-5' ,� " � i�' �%, i € s� � � / (� � g � Deea Flook 2384 Poge 985 ,, .> � / �� ' � Moo Book 7G Po e 116 -' q � / , ',,, ,� ,�'.� /� � !� �, �a�t� �rn�t�t�tr� � � 1�. 6f �dditional erosion and sedimer�tatior� cantrols are require to pr�sent oFfsite sedira�entation, these pians �h���k �,g � �r'�°�� � �`� ; � E+� � �' � . � / ` � � ' � °x ��., w�oods__ „'" 'r �'"� / ,�>��� j ' / , /,�' � {r FA � ���.� �7 � � . . must be mndifi�d and subr�ifit�d tc� th� D� artment of En ineerin withir� five 5 busines� da s�or apprc�vai � �� 1 �� ' I �� j�� � i `� " 1, ��a��r�ct�r a� t� n�t��� ��i� En�ine�r �t le�s� �� ���rs pri�� t� ����i�� ��r�� P 9 g { ) Y � ,�.,, �r.� i i . � 4 I ' r. , , / � % �r J'�� i � �� 3 ` ��� �nd addition to their records. ,. � � ' ��� `, � � � I =: � I , ,�'� 1 !' � � s s '�. � ,� , � ` l tl ���� F� �t �� ��� I����s �f th� ar��� r����i�� b th�� � y � I �,: �, 2, �fi���pil� �nd��r �ast� �r��s rn���i b� r�n���t����� u�� h � � � n rofessional land �urve or Icacate a�d stak� �he CJraina e �r�d Utili� • / C ! ;,� ; � � � 1 � � ! ; � � ,� ..% �� `� �" '�� ' � �'� 12. Ce�ntractor tc� have an NC I�ce sed p y g Y 3� � �r�����c� rn����ar�s �n� ra�h��i�� t����sr�r�l�+ ���d�� if �� �� 1�� ����c1cp���� za��r 1� day�, � ��'/ � � i � , a� � � 4 � , � ° � �; ,;, ! � �,: �� � ��sem�nts or� the fau� dis��rbed parc�ls prior tc� c�nstructione s f,- � o i i'`'' , � ( , C , ,�; i� " � i .- l .� / ���, ��' � �, ��n�tru�Ci�n s��ll b� pl�r��e� snih�� ��a�i�� �per����aa�� ��� ��$�� ��� �n� �s q�i�k�y �� p�ssi�1�. 13, �IF�ARIAP� �IJFF'�R�i iFt�� R�MC�VAt�: % � � �/ :'� �� � � � �� � � � ��� � � � � `� ;� � ��"� :� '� � �� ' ��� � CONSULTING ENGINEERS P,A, � � ���� ; l � � � � �� � I I �� � � / � -, ' �. �i�iF����s�h�ll�lsc��a�i�����1�� r3�sr��s��°a���lr��s�� 1n�r���r��i�ar�. a. This ro'ect re uired s eci�9 ermittin from �lCDEIVF� ft�r �r�croachmer�t into the Tar-Pam Ripari�n j�� �, � � ��� , ���� � �� ��o CiVIL MUNICIPAL & � P P a � P P 9 / ���� `��� � � ���`�� �� � � �4� { � ' � � � � � ���� ! � � � � ' '; , /' � �e�� , � ; �, �,� ��,' 9 �uffer. DO �li�i DIS�URB any more than is necessary, �and protect existing buffer ditch fror� siltation at � �. i , , ��, �,, � ��� �, : �; . -' � � � STRUCTURAL EhIGI�EERS ;5, 'i�� ��ntract�r sh�ll b� r��p���ibl� �ort�i� i����il�#��� a�d ��ir���n���� �f��l �r��i�n �r�� s�di�a��� /� �� � 1 ����� N l 1 ��� � ( ��� ��� ��� � � � � s : %+ �, ' � ��� � � c�r��r�al p�actic��a all tirr»s. / � / �� � l� � � � i � 1 � � _, '�,�� � � �� /� �4,� �o CC?MPRENENSIVE � � �-,� � � ," c �?'�' b. CO�IiRA�i01� T� �Z�i�O!!E ��LECi TRE�S �NLY �� �F�C7WRI. (�o �dditio�al shrubs �r tree� �r� to / � �,�,�' ; � j� �� ; � ��� i �' � �` � � � ����'� i, �; � ,.� � � Q� ;� ��, ��, ENViRflNMENTAL �ERVICES be disturb��l unBess othervvis� directed b Er� �neer. All root r�anin is to be �rfarmed er ro ��t � � ������ ����� I I � � ! i ��� s � � � I � 3 � � � � �� � ' s ��/� ����,i���� . ��`° � ,�� � Q`��,t �`� �,�A"'� �y ,� ��. ����t�tiv� �Sr�uni �i�v�� 1 9� P 9 P p P 3 / ,� � �� � � , '; �" � � �,� � ,, �e ' j z p �� �\',�, o,� _ s �cific�tions. / � �;� � � ,�r�,k �;,;���Wa;�- �; j � �� i , , r ,,- �,, ��, � � ��N C0562 l�'11�Y1 . 1� �� ��� � 91� �N�li, P� � �11 �� �� r����S S�Is�I� ��C���� �3��1�1� : �Y�?i�11�T�� �Y ���'fi��� �flP�C � �!���#i� �� � � I ���r �I � �- .' ,` '�, � ' �' /c,' V� m � v � 1 Y �� �"�� � i� ti.� � � �� �a � � i� '� �, c. Remove tree, grub and rerr�ove �II tt�psc�i3, root mat ar�d all q�e�tion�ble organic material. N�ul �f€-site / ��,��' ���' �� � , � � ° j �� � i � i ' � �, � , �,`�� , , �;��� / ��,-� '�:� ` �,,�, 15� Rounc�abouf Ct, a i���b�� �s f�l9��rs; y�l 1 �� ` � �� � � � � � �nd dispose of in properly p�rmitted 1�ndfill. �, � ���� � ,�A1 � � � i � � � ' � � i � ; � � " � � i�� �;�� ��� �>1 / � P�� �,�� �Ra�� \���,� Rocky Mour�i, N.C. 2�804 r � � � �� /F�"' <' � �� %' ," � �'; � / o �" � �i101"iL: ���J�� ��2—%%�� ex di : ; de �f additiona� trees or shrubs are removed or d�r�aged d�ring ct�n�tructic�r�, such veg�tation may n�ed to � ��'�� ��( �� �� � ( ��� ;� �� I� j � � r-, x �<�. � � bere I�c�db theContractoratnocostiotheCit , � �'�------��-_.--_`�-� l ; I ��� ; � � �1 �, � i � �, ! ,' °:�,. ��� , � .._ / 5����� ,°,`� � .� / Fax. {2S2j 972--�63� . ,�� , ,�f, .-�,< / � , p l `J �,v � �, � _ �. _ _ �r �..-. ��� � � i .�� � � 9 � � j � � � ;°; � � -` � ;: , . ,r` °:'. / � ,. � P�r��r►�n� ��+��d �"�11 F���ue � ��fl�#JA� ��r��a���r��s ���91�d� 'T�I1 F���u� � ���J�� . , . . . . � ��� �. ; � �_ �� � � � � , i 14. All borrow mater�al must com� �rom � prop�rly permitted �&�C site or mor��. �,II construction debris s �19 be / ,, _ �T'�__d �� . , � l�� � i � �- �, �'�� z �� , : o � �� �� ° �r< ��� °���� �3�l, ����� � � ���t��a��k� �1� � �5����, ���� ���ra#u�� 31�, P'I�� . . , . . / l � � � � disposed of t�ff-sete �n e st�te perm�tted I�ndf�ll. / �°� 1 � �� � , .�.:, o � ���� � �� , www.�ppianer�gin�ers.c�m l / ;.'�. � � � ' P ✓ .'' .-Q �-. '� � �" " ' • � �� ��#��'����§��� / `4,� , � ? � { '� �e�=.'" ;'; ,r �- ' � r` �,.W., �?�� ��� ��� � ����~� / adminC�appianengineers.com ���t���+d� � i����, pl�� ���#�r R�� � �0�#�A� � �� / 15. Insf�ll rip r�p inlet and oufiiet p�otection per CF�M Det�ii 3.26 ar�d a� �hoe�vn. Ens�are ihat the firsfi 30 f��t �,�> / _. �`.� ` u= l ( � i iP ;,, � � � „�� l._ LLe, � �„ / ��rm�� r���t� �I#il�t ��� ��� ��°�ro / � _ �. � , �--- � � � �,�,� c / � � j# ,_� � ;�� ��`����� ����� �`�,`�� l � douvnstream of the nevv c�alvert are rotected b rc�ck. Su i�m�nt �x�stin with Class i fZi Ra 18" de �� - -.� .��. __ - :�- -�- � �. _._ W _ _ --°� .._ - � �- ', ' `� ``j /E`� �''° p° �"` ?#�{t¥'��° , - - � � �- p Y pP 9 p p i p ) � i � , -t-- --�- -- - - �� _. �r � � � F F w< � � , ;° �g t ! e . � �.. \� . 3 � .. �.. . . . .. . € .�_ � �..� _r � � _y.._ � _ ._..� , � r . ,;,�r t �� ,..f �-�" �L.. , � zt'��. Y'�:q � � � e � La' i' 3 -0 i� �e S° � � t�8 a� 4' Ld t�'� d a / �r�i� � 1 ��� .�� � �� ����� �`��� � / = I , j- � as needed. , � �E ! ,` t� ; � � ; d l� * �� � � $ � :, ..: : : � � . , , , i 1 � , ; ,, a ; , � � �, �<� Q ��#� ��.� ���� �X6��°������ �� �<�°t / v , � , �;''� : � o .: ;,• .: , ,. , ; ; ; ` :` " � .;.. -. ;, : <, , : ;: .:... / �,`� � � � i _..�,. ,., � Y.. , ' T�m orar S+��e�;. ., ���man -�t�.�wntca ' 't�.�r.r��n.����r��� M�1le�.. :.R � t`�;�r�. ��{�� A� , �6e ���[�IN�. , . � i �- � ;F , � � ,' � � ; � �� � ,a i p Y .::.: ...: ... . � ....:... � : �. .. .,.:.. � � � �� / / / �x. d,�o..,,�ier ,pre � � � 4 � � � � 3�°�` � �t��� � �'�� �;���' �, , , - ;; . . . . g s 1 j � , ; � a , . , f ine Tabie. f�,� �� i i tb3.8� 1, /; �A M�ile��ra�r�:, �Ct� Ac . '�ra.�n- �Ct� �� ::.: a) €�efer io Stabi�a�at�c�n T�me ra i �' e�e�o�,o� ,�4..3z �z �- � �w ,° s ,,, ° °, I �..... � , . .. . , � i , �n . ` � ° � � �;, � � � j o,tb ,� -'� , , �' { <: o ,- � � ������a . .- , :; :; ... . . : A b} Permar�ently ��ed are�s th�t will not b� re-dist�rbed. Do noi ��low any di�t�rb�d ar�as to rem�in �� ,,� � F o�r-99 2 a p �, � i I> � j.,% � ; �, . ., �� 1 / , � . � . � �.. � 1., (, '' 1 .� t~ �� ' i� l`� � 4� � + , .._ J . .. . .. .:. .. . ., . . .. . � ° m-i07 36 �, 12' �cp .. t t�l���r. 1{�m1��1� 2{��` 1�3�t3�F .��� disturb�d any Ic�nger than raecessary and do nat remov� protection devices until adequ�te grour�d cover ,� � o�,3 `�� / �_�003o i= � � � �.� ; F�r � � , � h�s been achiev�d. . / �,, °q / � } '; � � � i i ��' '� ` � f e} � § �:���� ���.� ����"r � , s' 9�3.20 ,. ` ' . / ,_ � tr , , �; 1 � �� 1 , -' � , .� � , -" '; , 'j � � �.' �.,.� �;� � � � � � �� � � � � cl��; �.���/��t�� �� �1�� -� / � 1 � � � " � F 11��a���; ��r��,r �����'1{��i3 �F, �s��as c) �nsure vigorous st�nd of grass befor� remov�ng temporary contro! measur�s. , � ._ • � . / � � . � _ � �� I / s;, �,��. �,__ ;' � `' � � � �1 i �>' � �r �' . ..�� y �,�' ���� S � �� �' Ta��: ��i���i��r����ct���liat�u�c�i's�i� 17a �T°��KPII��AR�A�. �' � � ,��; � � � -"� � W, , , y 3 �i :� ;,;: r'� ,;"q'' ;'� �; `���,A�����i��"� ��� � ' . .. . . . . , � / ���£ ,.���..� ��.��� ��� , , , _ i , , 97.2� � rm tted on aved roadwa s. Contractor to or�cl�de / �_� „�� � �� m „� r , y �, , � . � � Y � ���� ���, �> r, ' s , �p2 ,ie . � �, a. Trench excavation �nd unc9assified excavation os not @ 6 ��� / ' g �, �� % ( ` �; � °' ` , }z'� r. s, . /�,. �, �,', z� ' , , fr �- r' ' ��;� �`��"�» �„ � �? Wp `o��� �s°� �, ���� ��� Rr��a�at��r� . . . . ,, , � .. o� . all casts assoc�at�d w�th h�ui�n offsit�. �,. \ F�;� ��,.,. � �,. r . X , � ,� r 103 8i � � �..__.�...., , ����� ���`� �`;` ��`�'�, ' ... � � �� ,� �1���� �.�.� �: � ���" �'� � �'�� , ,, � W =, 1 LL � ,f ���:,� , ,., ���. ..�s ,. � �, �� 1, 'th� soi� �h�li be sc�ri�i�d �,r �th�e�vi�� Il����r��� t� � ��pfih af r��t I�ss tF�a� � �r��h�s ��c�pt �� � � � �. _. , � ,� � , � ,�. ,�: �,..a��; .. . , . , b. Any onsite stackpiling is to be coordina�ed and �pproved in ad��r�c� by #he City. , ,,; / �. ......, _� 'I � ` -= � s. � �° „ ;� " m___.�. .: � tath�rva��� dir�cte� by th� En��n��r, �I�sc�� �ha�l be br���� a�a�f t�� t��s thr�� ���h�.s �f s��� ����� �� , ��q , � i . �;�= , , , �; � ° � � = , = Location of materials stc�ra e t�rn c�ra to soil stoek il� and �r�classified exc�vatic�n to be coc�rdinafi�d %" ` � .. .................... ......... � _. .». ........,, .,..,..... ._...... � „t X / , �rk�d ir�t� ar� ��c��t�bl� s�e�l�e� by t�,e �s� �f ��a�� �lv�����r�, �r���, �ar h�rrta��s �� 9 P �! P p �, r � .-_ ,�, - -- -�i-�_ _ � ; I :i w� � ;.� !� � y�, ,� � , — -- -- � _ _ — „ � ; u 1 E � - _ . -- ; S L with City and �ng�r�e�r. `�` ,� -- '= -- -- --- --- -_._. _ a j � ���� �, - - � 26�� - � � $ � � a 2, �rr �;�. �It� �s � ���db�� re �r�ti�rr� willl 6� r� uire�i i�at is #h� s�rr�� �� th �� tha� �� �Ir�d �r� . . . . . . . . . . ' -- - -- �--- - --- � _ ,� � , ; � �~ � g , :� ���� ° / l � P P P � � � d. Contractor is to st��k ile to sodl and unclassifi�d materi�l as darected b C�t / en �neer. Max�m�am r' _._-------- .-. ,�-� , �� ;. 1 ,`�` ;. 1'� � � �- ,� �,ti T Z'�� ; �'. ° k= , � P P y Y 9 "� I �. �� r- �. � ,�,�as ': �„� ` ✓E , •� flat��r �reas, ��t�►���h �h� ���r�� of ����thr��s� r�n�y b� r��)���� fr�� ��at r����r�� �r� ��� ���k�r . . . . - -------� J .--. , . :-�- : , .. ..� , ; � �,�. � e> �p � , : �'�. F � .�' � height e�f stockp�le �s 10 feet with � 2:1 sid� siop�. / ,,,,. --� �_;�,E, � � � � ' _3 , � r l , 9 ,�� '� �',; :� � � ��M ��UU _� ,�..� ••�'ci °���;.• ��o �i��So , . ,� .--, ��, , ',� � , . �;� � s•,'�. ; � ,, ,:e?�s � � � ' �c� l .��' �.f '� . . . • �� �`e� e. Prior to arr land dist�rb�nce in #his area, �ontractor 9� to �nstall silt fence aro�and perimeter to maintasn r ,.- 5c o� / -r, ,� _ i i j; � 4„� . � ,,, , � y�, ''._._ _ R,A 2c�, ,� p �F,. �, � . e..- e �' ', `n . _ _ � � ., , ,r� ; ,��> . � ���, / N � 1 r�� � . ��> s ➢ , _ , ...,, , , ,, <;,, , I � P AM b' J p.� 1 3< ����b�� r� ar�tis�� �i�h�n t�r� f���i ��t��� �� � �a� �n ��r�r���t ��:��1 �� li�t��� �� � �� �h �# tw� . . . , . �t l -,.;s � � �, -,:-;, , ,q � 1� C� � Y�+ P sediment and t�rn ends �aphell to form sediment pock�t. Install silt fence along downh�ll sad�s of sta�kpiBe /-;�x ��m I \, �:,�,:-k,�P �. .. ,,... e . . ���. � , . . . . .. . .�er�p� �PA:�/. �� -,�.� .. L..� i� � . �� �''��GX � � �, ;�� cA� Y�6�� , . ; ��s' . s��'� � �,. . Ufi C/�` , tS3 ��'1C�£� �11C�"I�:'� a , �PR . <��'� _ (/��J �reas. Install s�lt fenc� reli�f point in the sh�pe of a"J�hc��ak" tc� ia�ilitate relief af runoff. ;,.� � �R <�^�,, �,_ ` ° _ _ __ ; , �0�4, ;�,e � . �; �.,� � �, � i _ -`....., �.:; �-` . y� �9.20 �, -� � �,� ' �I ; ` ,a .q °�, y'y / _ . ; .� � „�'o. % I , . � - .4 � p� D� / � , i���c, X i�c -, � .�, � , ' ; f _� �. Th� r� �raii�r� s�� ����b��s st��ll r�cat b� ���a� w��ra t�a� s�il i� f��s��� �a�tt����l v��t �r ���n t�� . . . . . . . , , , ,_ r �S ,_ a Gr� p� � � � f. Stockp��e and/or waste areas must b� m��nta�ned witf�or� fh� lirr�its of the areas protected by th� propt�sed `� ��� �� l eX a c_. � ex a � ; 1 ,� _� �; �{-� t - . . � i - .. ., rrri�otion Gne , ..,� ��'�: � ��.�� , � . . � �., '„-- � ` , * � , . 'A' �t <� i En in��r d�t�rwnines th�i it is !n �� �th�n;vis� �a�f���r��l� ��rk�� c����t1��. . . . � - � -�,;+ , / , v , _ „ " �� oe / L, ^ � � measur�s ar�d oth�rvvs�e iernp�r�r�ly seeded �f fio be I�ft �tockpiled c�ver 14 days. � � �� � , � � __. _ ,�,._ ,__ _. � nx ` ( ,i . , . , . . . � �� , Z � ,�y >��5; �;;���� � ] ' i'�� ( . . . E� W > ' , � P. � . �: ,.: .. - � y ' :�.. 9 2��OQ- ��� � m �...�.r.: .. , _... F� �i / �- FF '� - � ' :'� . � � _ .`J� � � U ,"" : � �: a.,, ....: i . ..° � J �. IB�°��r� m�l�h i� �ppl��d, �h� C��tr��tor �h�19 r�rr�rr�� ���! ��sp��� e�� �I� ��p�st�� �tt�n�� o� ��c�s� �f r� m let�on of th� r� e�t all stock ile to �c�sl ar excavatec�n is to b� I�ced ons�te and level�d b / R ti .:, ,o- �� A g. lJpo co P P 1 , P P p Y ', � o. �; 1 �`' � � ' 9 ; � � , , ,. � .. t �� �n� Ir�c� ir� �i�rrs�fi�r ar�d �11 r���s �r �th�r ��bris �hic� r����t p��p�r ������t �f th� r��lch v�ith _ � h wn�r. hlo �tock ile is to remain �a on / , T,-, ,>_ °" ` ` r � a, s_ _� _ - -1 / � the Cor�tr��tor, or r�rr�oved off s'te at no expens� ta t e O P p d, �� ,. j' � �'�°' , '''R^ ,F� -� °°" 1 °th� s�il, ��e r� �il�� �� �� �se� si�t�� ��d�r ��� 1�ch �h�l� b� ���i��d ��� �f f�ur�� �I� �r��� �r ° • � ����w. � ��:���.b�: ���._ � �.,.� � ,, �; ' �, i 1 s� � ;r�� y ,�t _ _. � . ,� , -- � � P P complet�c�r� flf praa�ct. � ,. � .� a, � �, . ... . . . . . . '� ` � � � e g C , . . . . . �; y �, l k. i sed �fi � the �ir � f h En in� r . . . . . • �� �� .o,H �,.�;,.� �.H.� . . . . . . . � J--- --� -..:� � ; � ; 1 � ;, 3 �v � � ", a �, , �� ; , ;�,. ,�, `��, ' .� - 1 �d �p� t ��� �an c� t � � � . ,� � r � ��� ; � y � � � � ,.. - �8. ,411 appi�cable ��� cor�#rol musf be maint�med until � v�gorc�us st�r�d of permanent ground cov�r os ,� .- ._ .4 �,. %����."��.�� �°r �:� � �� � �..� _. ; � .� � £�' � ��, I I � �.-- / esfiabiished. Aray �ddit�c�nal I�nd dist�rbirag activities outs9d� lirrj�#s of dist�rbar��e must be addressed in a �' °' p s.ro�,,- --._ .�� �,�:;�°, ;� ��t.�� "" � ' �� ;`"-- ' �. ����'1��Y1�N1C� i"GV1�2{� �t�� COII�COI (���Cl, ,/ �l'�q m � J > _ gX. P', .. 4� " � ,:' ' o /�� - f `*� �� k; .c� �`< � �', � f ,_, -s' � 1 / �..- � t< � rr £ o� �..1� . � � i 1� R���e� a�,d rr��al�� b�r� ��c�t� iar��r t��� 5���a��� f��t i1r�l��� t� �� r���9r��ar�a v� �1�� a���,� � wil! b re uired from the Cit . � o F. �; � �, :�'" � 19. I� C;ontractor exceeds I�mit� of dist�rbanc�, a revised Erasion Contrt�9 �ermit e q y ,�- � � ,,� E , _ , :� ' , � � �� �� � � � y I , ,,1,` A�� 1 f � , , . . . p . . . . . , `, 2, l��ir�t�ir� �II s��d�d �r��� �antr� �art�f�ar�n st�r�� �� ��c� yta���, ��vised E�S lan �'`�erm�� and/or viol�t�on fe�s will be �t �ontractor s �x ense. �- y_' � � �, , { � ;, ` � � � i'n � r Y � � _A,, Z ::: .V � .r ..� , � � . �` .,x) .,,i x.i` r .: l 4 �,�t! .., � ,,. �. � , -� 3 . � : ., �:. .'� , , , � � . �,,. , . .. . �. .. . . , . . , . a . . . � � ,� ��' q. 4 , ,�� �` 3 , ,� > ,; t .. � I �� � f yy yq � rm G01000 are art of the a rc�ved hICC���lR Erosion �ontrol ermit. The ✓ _ t<, e�� y �._,. ,. ,, ,.� + I , , 3. I� �r�an�� y� r�s�i ����bl��h�d b �n�l ��c� �ct �ns �ct��� ��r��rn�a� � ��rf��d ��enfi�t�ra !u��:�� ��� st�r�� 20. Cor�d�t�or�s of NF'C��S Pe 1t tdC P PP P � :, �, r� ; ��� ;> � ; � ' ;�' ; I „: .._ .... .:a, �.. � 2�'; .�.. tw� �i ,.. ;f .r:,' �,>,s,� �' ;:. t _^ . .r y`' . i � � A� 3 T° ..... is �c�e ��k�l�, con�ractc+r sha13 maintain erosian cc�r�firo! rneas�res on � daily basis. ihese items will only be paid for once. ! y' � �� , 1 � ,., � . . . . . . � � , � ::..� <, � _� ,� , � . . �., � �' v , < � 1 r i res onsible f�r an �ediment that le�ves ,� s . �,,,"`� g � �, ' � � , A" � � � � �� ���;t.:�=3 �.,�:'� 3�� , IViainter�ance shall be an ir�cadent�l to installat�c�n. �he contractc� s p y " , ' z ` ' � �`� ' � ; , ; � i � _.�,.��. . `�� � f �/ 4, ��rr��t �r�� r�pa�r �II u�,du� s�li�,� ��� �r����r� r�l�h�r� �. y�a� ��t�r f���l �r��p��ttl�ra. . . . . . � � ` ` ,;- £ ,,<< � , � y v �,; ;.�.�� � � ;~_; � °� �, the s�te and any assoca�t�d cl�an �p and fines �ssued by t�� Caty c�r N�D�i�R. U , ' '� �r s� �' fi�%`3 , l � ' , �'��. �����, �� ��K � -- 2, � � PA1,� v�' U ,e,� _ wo�d �tn ,�' r v � .ww�. ¢ <i }� % �' t� � f =r ' � f , 1 t --� , i � � � .-- ,� 21. Cc�ntractor is re� or�sib9� tt� ins ect �16 erasion contre�l rne�s�ares �nd fiil out f�F'DES e�erai stormwater ��',� �p < o �eed e k�6 ,ag� � �, __, J- p � � � � %� � � e; p�e rv+cc Bo Paoe %?5 � ' �� N ° �'�:�� ,` £ ��;, � ✓�, ti � � ` � � � permit inspect9on lo� w�ekly and/car aiter eve half inch of rainfaii. A r�in a e must be kept onsite. , �'�� � ,� �° i �k �; �' ' �' �` �F,�' � ,� �: ,�,�;�� `� _ _ _ -� _ _ ° J �;�, � -° `"� ` , u ez. < .' '�:_.. "20 on. wooc Rd. / p�,' � .�°" � .. � ,�j��. . � ' � ` . . � � r � _ �. •-�.. , "� ,�>' , Contractor must ke�p r�cord� of the�e i�spection�, �rad se�bmit with ��quests for �aym�nts. ���� .�� �� _ 9 �� � ;�,% i� , . PX. WOr)(iS" . . , ,,. , � _�� ' ! � � � a ' , i� �3. J � � ��� � � <Y . Y�� . . � � ' � � ,. i r -,. .✓" 22e tJ���[VR �Et���I���EC°�I�iU �Rt7��2AM: COh1T�ACT{��Z is required to doc�a�nent the insialiatior� �nd =� `, � �� ,� ._ � �' ��`, � � � e��, �- �" ,' ,,�U , ---- T, ,. , ,, �,;, :. � _ - ,- maint�nance of erosion ared sedimer�#ation cc�ntrol measures accordin io the a roved lar�. �he -. ,.. , � ,. ,�" �, �' °N 3c d,o,� e,.`� � -'� � �' `°j � � ' ,��. ' � � � ( j F, `: � �-- 9 p p p .K+' , , �st�*�r�^.�n! � � � ;� '' ' �'" , z � ����s f r t ' _� �„; r . ,.,, -- inspections should be conducted �ft�r each phase �f �onstruction and cantinued until permanent ground ._,. _ �..�..A.- %>s ea�,, ;,d -�F.: ,� ,:.� . _ ,.- �� : �,�k �; � � o�. 50 f� :� ,��� r � '# � i 1 . �. -- � cover is established. Site �csntractor is t� ke� �orms ansit� in the �rra�it box �nd u dat�d re ularl ry °, �y�-k''. _ :.. ,° � �� r P � � 9 �� '" �h ,` � ��;.� ; ; � ". ", ��f�� i � 1 ' ' � I i � �, �° _ , ' � ;; �C�� � ' ,, ! i " ������ =��s����� .-- v_...__ � _ £ � � ,___. t 23. {�Ji�C� THE SITE 15 Ct�MPLETELY �TA�IL���D At�D iF�E �ROJEC�i COMPLETE, f�OTIFY iHE �� _ � , -., . < �,- '' ` <:; _ ��,�:n� � .: ��" 1tJ�,2�;, ��� ',�__ �� . , � �::� , � ,' ( l ° _ ;',� i.� � � �. � r �° ;m, i? �i,� s � .e-...,A,,.-, „ � f/ � � : � i ; � ` , EIVC3if���RPRIORTOP��MOVI�JG�E�r1P{.�f�AO�YMEA�IJRES. �. } / ., ,' �.r,..v.k.,. � �F°' ; ,�. � I' � q� �^ , . . . . . . 2..1� i.v »�ieL/�'J _..X. W�'" �—�� ,.✓..r"� -' ._...,,1 _ � ............. ' � ,�'<� . �p.,... r �e , "'� 'l � �. E 1 �.:4 ,_ ' ....,,.e... � 24. Afi�r approval from the �ng�neer, install perra�ar�ent vegetat�on on any remami�g disturbed are�� �r�d � � � - ,. . -�" . r � ,,« ,, , . ,, , ° ,', , _ _ -- _ -�- - . . . . � a; .� . 4 - ,: � ' ,,., , ` 1 � , i ' 1 ..- , -- - --- -- _ � �., ___-- , . ----- remove �II r�ma�ning temporary measures or�ly when a vagort�a�s s��nd of permanent ground ct�uer is / P;r,,.y i� 99.�0 � �,. ,��: �` j`} � �, J�-� APPI;�X. LOCA,T10N9 SIZE & TYPE �,, established. � , , �,, /� �r��W ' ��� � � , � 1 . . ,-- �, ti, _. , 99 : y ; l 1 § ', .--� � � � OF -X. iREES SHOWN. V.I.F. ; ; .i F:. ..., i \__..._.. _ __... _ ____ 25. Maintair� all grassed �reas until uni�orm stand is acceptable. If grc�wth is not est�blished by f�na1 pro)e�t � ;; ` �, �, � '-- ` - `- - - - _ ; .. _,� � �" ,°', , � � � i �� -_ -- __ _ . . .n 'f' tt ntion Ur�#ii th� star�d Is aCCe table. % �` Y,, ��k ���,„�'; e� ''' � . _ , __ .,r . � g �r , . ; 1 1 � - � � I�I:� ��. � - �nspect�or�, conti ue speca sed a e p / ,� , i . I -`, , r t� � �,t � i �rP 9� .. ��J = � i � ;'� G Asr�r, � _._. .��G` '�.- .. ,,2t. - . � �,, , . � ;..:� . ; ....�.._ ..���.....� �, �.. ..._...._ � � ;. ... � "� 5 ; .:� . ' E.��v.. 26. �o�re�t �nd re air all ur�due settlin and erosic�n within 1 ear aft�r fir�al ins �ctit�n. / I . , � , � _ ,_ �,, � ,� p , ;� ,.._..� , . ` , ; ; �hv,�µ>;� „ ,: � ,��� ��oK g�3, ;��� � , � 9 I P � � x r � � - � � Gk c , , v , _ r e� r`�x t: � ,,.'' 9CJ.1 C} t � � # _ . �90 P �, � � '� �, e�� i�t" '=z . l� ��.....�.._. .�.,,, � '� � � �i� # � �� � ���a - (blocB Cj�� �:, § � �,, � � � � � � � � �z � -"� `s 'ti.... � ' � � � � �. � . � Candlewooc "a. " �aw�. 1 � �� � / � E � �Y� i � j ' J y � y � �'� �� i Fft �F ' i hl �'> . � . / ' . -%s � � � S •1 y � £ ' �.. { � '� � � W � . . . J } � 3° p � � �: � i ''I-��." " � �,,�� � � ° y � � .::�. `F i � �� � t�...�...�..�._.. _ � �`Q � � 9 � � i �� '' �: t� � � � �@ �� +4 ' r �� , .. �,._+ . 1 �� � � � � ! . �.!� � :F � � � ` � t ..,, �.J � F�Y� �' S�e, 9 e � x n,�z X .. r ' . ...-. ' A� • { � ^ . y - I y � { � r „ � i � � . � * ��� � � . � � a . } . . '�V a.a . —._.� � _a�%� . , _ .-3� i �� i y i c� Q��A �'" • ex. 30 w,� � . `�� � _ � � � (, 1 � �y }j � � � ' � , �; � � � �. � � �°� �"°� s � �" �� � ,� s j x° dn � ..;. ...�., � a 4 � ��� , v �, >.� ,...� _i � �.�.aa � i>s ea h.� _..�`n i ,, ; �� � , � � � _ � . _..__-________.x .,,, �'t''`�'� i �4.i��.#a�� �1'��1 � .=`�i�i��' �€������,�. ���'��'� 1 ���` �;a��' � �n'" �c s�de �fE"/l) g ��_ �.� � i �'�`s t...� , .� � -'. � � �� �; � � ; �� � � � ��� ����< �P a ( �. _ � � � � ��4���� ���3�' ���e'� ��� I �l �" � �� ; � ( � � � "{ , � ~� These plan� are for bidding purposes only and �������� ������ ��� ���� � �� �"� � � � � � '� 1 � ` � ; � � ,. ���. � � � = � ` � are no# to be �ased as Con�tr�ction drowings �� � � �, � � � � � , � �� �:, � ���. � ` �� �$ � � � { ! d � � , �����.� � � � :� , � `� � � � � �� { i ' unless initialed and dated e�s approv�d for �� ° ��� �}°� � ; " Cons#ruction below by the Engineer. \ ��," � �i ` � _ , � . _ _ --�, �- , � � � A r�ved for Consfiructior�; '� ' �� I �"�"" ,� � �> ����� , � � �� � � „ �' " � ;i � � � PP \�"� � � � ���` `���� ��������� _ ��• ' ; j` �� �� I 1 1 � Date: , 1 =� �� a� � � ; � 7 1 � a �< � i° �� �� ��.� � � � � �� � ,`�� � �� t ���; � + y °} ,;�� , ' .,8 ��� 1 , i , � �1 ��'����,��� ��� �,��,��`� 3`����r� � � �� � �j ,�� � i � 1 � � � ! � '� £ �.._�.3 1 � ✓J v _ ������ ��AW�N�� �w�, ..�W_ '`.,�_ � <� _. ��,__�� _'�.� Thes� drawings are believed ta be a correct i�"� 1 � � � il �'� j � � �� _�._ _ _ _ -� _ � � .. ,, � _.�. �. _ representotion of actual field condi#ions bu# ��" � � rr,eo w Prr� � � � � i `� � �`r � �� } � �� � /,•' , � �Jeed £io�k 1499 Poge 9'J � I { �. � ,- ar� not warranted c�s sucn, /,, � M�p Book iQ ('oge 116 � j � . �� � . . ...' j '.. . � b�o�K �; � r � �f ��`� , . , � �- � } By: �a4e; �_. --->-°°' I Z�� ,, ,'' �� _� ,�� _- f _ - _ � � � --- � : . � 1 � � _ � ---_ ,- i �—_r``� �c� ��°� �RO _ ,, , � ,� ��.— - __ — � �UNSTRUCTION SAFETY These dr�wings do not confain the requi�°ements for job safety. All prov�sions for safety �hc�ll be th� so9� respansibility of th� contrc�cior. XISTING C� DITIONS� The cnn#ractor shall be responsibie �or a-evievvin� c�11 exis#ing job conditions. Ar�y adverse exisfiing conditions crffecting work shc�wn on these drawings shall b� broughfi t� the attention of the er�gineer for ptsssible claraficatic�n or reconciliatior�. �� -��r✓1 RIPqR � �,C g , i' � � � � �'� � __-�� --- - — I � _, ,r-� � � ''� r� RUFF J / E>0' '�W I a. 1�- J � � ' cr� � � _ ER 1 �� _ _ -- -- t �� � �, �� - � �R,PaM��� � ��- '-� % � �� � �' � ' �� �_� � � � - � / � �� �, �� � � I � a �'� � � � N O�h� T� � ��� � , i^ , t � � � _ � .! C a � � � , , � � - ,� �� e`� ? � � � ,- 1 � G � � � , � / ��'R e a � � , � , , = � �- . � � � ��° w� �. � �� 5CAL�. 1" = 10' .-- �� � i.� � � ,, � i,-� , .� E_ , �.� �_ _ _�-_ _ l � � ; 7 n �o �� sa �s ao � � 1 �