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Home My WebLink About20190328 Ver 1_F.7a.No_survey_required_20190307Project Tracking No.: 1%-0%-��12 oa�?�: . NO ARCHAEOLOGICAL SURVEY RE UIRED FORM � ��. <•::�.�.�,;� : Q ': �` '` .' • This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ��-' ; �� }p� �:� :�:; : � i;,. .., �o �i. valid for Histaric Architecture and Landscapes. You must consult separately with the � � ¢ �� :.''�, . �;.��`�'" Historic Architecture and Landscapes Group. �. �� .: :.Q� PROJECT INFORMATION Project No: na WBS No F.A. No. 17BP.6.R.75 na Federal Permit Required? County: Document: Cumberland MCC Funding: � State ❑ Federal � Yes ❑ No Permit Type: NWP Project Description: The North Carolina Department of Transportation (NCDOT) Division 6 intends to replace Bridge No. 141 on SR 1819, Stewart Road, over an unnamed tributary of South River west of Cooper. No preliminary designs were available at the time of the archaeological review and very little information was provided regarding the scope and scale of the project. Based on an aerial photograph of the project location and the area of potential effects (APE) established for the historic architecture review, an archaeological APE was established that essentially extends 350 feet (106.68 meters) in each direction along SR 1124 and 100 feet (30.48 meters) in each direction from centerline along the highway facility. On February 9, 2018, preliminary designs were received which allowed for the APE to be revised to the proposed footprint of the proj ect, including easements and proposed right-of-way (ROW). Based on this footprint, APE has been revised to encompass .5 acre (slightly over .2 hectare). SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: The initial review of the site maps and files archived at the North Carolina Office of State Archaeology was conducted on August 23, 2017. As noted in the original review, no previously recorded archaeological resources are located within the proposed APE, nor are any archaeological site recorded within .5-mile of Bridge No. 141. An examination of the data presented on the North Carolina State Historic Preservation Office HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/) reveals no historic properties within .5-mile of Bridge No. 141. No previously recorded cemeteries fall within that same radius. The original review drew attention to results stemming from the 2011 examination of the NCDOT survey for improvements to SR 1820 to the southeast of the current project. Archaeological investigations by NCDOT archaeologists, Paul Mohler and Brian Overton, in June 2011 (PA No. 11-03-0056) resulted in the recordation of archaeological sites 31CD 1993** and 31CD1994 not too dissimilar to those found in the current APE. Site 31CD1993** was recorded as the Simeon Godwin Family Cemetery. Site 31CD1994, was recorded as a small surface scatter ofprehistoric lithics and ceramic sherds (mostly Hanover series). Neither site was recommended as eligible for the National Register of Historic Places. An examination of soils in Cumberland County County presented on the National Resources Conservation Service Web Soil Survey (http://websoilsurvey.nres.usda. o�v/a�/WebSoilSurvev.aspx) indicates that the following soil types fall within the delineated APE: Aycock loam, 1 to 4 percent slopes (AyB); Johnston loam (JT). No further archaeological investigations are required for the project within the area established as the "No ARCHAEOLOGYSURVEYREQUIRED " form for the Amended Minor Transportation Projects as Qualified in the 201 S Programmatic Agreement. 1 of 3 Project Tracking No.: 1%-0%-��12 current APE. Should the project change to include a larger footprint than covered by the current APE, further consultation will be necessary. In the unlikely event that archaeological remains are encountered during the bridge replacement project, work should cease in that area and the NCDOT Archaeology Group should be notified immediately. Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: The original APE reviewed in August 2017 consisted of an APE estimated to be 3.2 acres; the current APE is less than 16% of that size. As implied by the presence of the archaeological resources like 31 CD 1993 and 31 CD 1994, alluvial terraces with better drained soils do have a better probability for containing archaeological resources. In the current APE, this area is mapped as encompassing .1 acre, not including portions of that area that have been severely disturbed by development for transportation or residential development. Even if archaeological resources were to exist within the very small remaining portion of the revised APE, it seems very unlikely that the project as proposed would create significant impacts. SUPPORT DOCUMENTATION See attached: � Map(s) ❑ Previous Survey Info � Other: soil map, preliminary design ❑ Photos ❑Correspondence FINDING BY NCDOT ARCHAEOLOGIST NO ARCHAEOLOGYSURVEYREQUIRED � NCDOT ARCHAEOLOGIST March 23, 2018 Date "No ARCHAEOLOGYSURVEYREQUIRED " form for the Amended Minor Transportation Projects as Qualified in the 201 S Programmatic Agreement. 2 of 3 Project Trackirag No.: 1 %-� %-0012 ix +r �°�i''� � i t �, : �� • i r � ' ��L 4.. � �, R' �- 'S�� 1 * . �s�. . � } ��.'r'�. �� .� '' � . ri '� f �. r. �.+�. � �� .. � �` � �', �3 «� ��"� ��'' t '�� , { �6 ,� ��j ,�� t �� ;t� �� f � - , ti .. �r+� � 1� ,, , •,y �� . , ��,, . �� .. ., ` ��.,� P;;: �,. 6 � � , � e - .;� � � �� . _ "� ,��„/�r� �� ,, , �� '4 �i � „� , 4 , r��p � . � T'> ' � �f .:�f'�'�„"'� �'' . ��°i��`� °� � � *,� .��. _ � ,� � r '� .� # �� . � 'r Y ai.� . �'^� � f �' �., #. ��:a � � ' 4", a' ' ��•'#�, ' s �� , � ��,} a �,�*T., � ,� � � 9 ; �� : �e � y.� -��# x�� y � � ' r:i �' D - R . _ � . �� `�. `G'`.� , ,,z d� F !' 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"No ARCHAEOLOGYSURVEYREQCIIRED'" fonn for the Amended Minor Transportation ProjecGs as Qualifted in the �015 Programmatic Agreement. 3 of 3 � Soil Map—Cumberland County, North Carolina � � (Revised Proposal to Replace Bridge No. 141) � � � 713140 713150 713160 713170 713180 713190 713200 713210 713710 35° 9' 48" N� I I I I I I I I 35° 9' 48" N � �I_ - � � ..i — �S =r, `� . ¢. o .� F� . (�Q M F �� . :�� 3 � O M � � • p �. _ L ��. � � ppp � � � �� . %� i� � .I� k � j � � .. . �.: ! .n � � �i . � A / � �� — � . �^ i A�� ' � �l ($c�`?� r � �" � � J - � ��.. ��. . :, � � .� ,� �p � . � •� �— b � . q� . � i tl � . � } .. � , , . � _ . '� ¢ _:'.. - :' .. F a7 f. � � . . . , ". �� -��w;'. ,�- � � �� , • � � _ � 3Y. a+Y .� � � �� o � � �; � �_ . o � _� �� . -�. � � � �—� � ��'� -� � _ , � ,; � �i . /; _ � �� r �� '�� - � � X — � � � _ - }� � 4� � �� — �'.� � _ �� _ _ —� . _ � , A � � � �. � �� - . - � -� � � � � _ ,� . � ,��° . ._ �� ; �. �. ,_ �— � � �, , - � �.. o _�� :. ''"�'�� _- - � Soil Map may not be valid iat this scale. , - �. 35° 9' 44" N I I I I I I I I � I I 35° 9' 44" N 713140 713150 713160 713170 713180 713190 713200 713210 713220 713230 3 3 �, Map Scale: 1:591 if printed on A portrait (8.5" x 11") sheet. �, ^ N Meters o 0 5 10 20 30 � � � 0 25 50 100 150 Map projection: Web Merotor Comer coorciinates: WGS84 Edge tics: U1T1 Zone 17N WGS84 U� Natural Resources Web Soil Survey 3/23/2018 '� Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Cumberland County, North Carolina (Revised Proposal to Replace Bridge No. 141) MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons � � Soil Map Unit Lines 0 Soil Map Unit Points Special Point Features � Blowout � Borrow Pit � Clay Spot 4; Closed Depression ,� Gravel Pit Gravelly Spot � Landfill � Lava Flow � Marsh or swamp +� Mine or Quarry � Miscellaneous Water (� Perennial Water �r Rock Outcrop � Saline Spot ¢ ¢ Sandy Spot � Severely Eroded Spot Sinkhole �;; Slide or Slip oa Sodic Spot Spoil Area :' Stony Spot - Very Stony Spat Wet Spot Other .� Special Line Features Water Features Streams and Canals Transportation � Rails P.rr Interstate Highways US Routes Major Roads Local Roads Background � Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 124,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Cumberland County, North Carolina Survey Area Data: Version 18, Sep 26, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 25, 2014—Mar 16, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Ul Natural Resources Web Soil Survey 3/23/2018 � Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Cumberland County, North Carolina Map Unit Legend Revised Proposal to Replace Bridge No. 141 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AyB Aycock loam, 1 to 4 percent 0.1 21.9% slopes JT Johnston loam 0.4 78.1 % Totals for Area of Interest 0.5 100.0% 11� Natural Resources Web Soil Survey 3/23/2018 � Conservation Service National Cooperative Soil Survey Page 3 of 3 � � � � � � � � � � • • � • � � ., � •, BEGIN CULVERT —L— STA 12 + 5 3 .13 .J-f . � r. � � - . . � JR� MB — STEWART ROAD (SR 1819) 0 sg _ o— SNRRI� � —L— �� — �, � � � � � � � BEGIN PROJECT 17BP.6.R.75 -L- STA 11 + 50.00 � � � � � � >, � � � � � � � m � /� o_,�; �, c � 00 ��; ��w —�� o �z N �� z �� Q�� O � ff� �� LOCATI01�: BRIDGE 1�0.2�0141 STEWART ROAD (SR 1819) OVER CREEI� TYPE OF WORK: WIDEI�II�G, GRADII�G, PA VI1�G, DRAII�AGE, A1�D STR UCTURE z � � b I I� j �, I �; `�5 � \ � � � � ' � � ' �� , � END PROJECT 176P.6.R.75 —L— STA 14 + 50.00 , —� TO BL UMAN ROAD ��I �. END CULVERT —L— STA 12 + 8 7. 88 � CLEARI11lG 0111 THIS PR4JECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 65% RIGHT OF WAY PLANS �I �' o�� P.� �' ��P � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIG11l DA TA PROJECT LEI�GTH Pre,00red in the Offlce of: HYDRA ULICS E11�GI1�EER DIVISI011� OF HIGHWA YS 1616 E. MILLBROOK ROAD, SUITE #160 STATE OF 11tORTH CAROLII�A 20 10 0 20 40 ADT 2017 = 380 _ na9 Erchr, NORTH CAROLIIVA 27609 LENGTH ROADWAY PROJECT 17BP.6.R.75 — 0.050 MILES () s�6-6sss NCBEES #F-0326 �� o� �,o�� Qo V= 55 MPH LENGTH STRUCTURES PROJECT 17BP.6.R.75 = 0.007 MILES 2018 STAII�DARD SPECIFICATIONS �@ "o� � PLANS TTST = 3% TOTAL LENGTH PROJECT 17BP.6.R.75 = 0.057 MILES BRUCE PAYNE P.E. I'•E• � � Z O � O O Z O 4O 0 � SIG11lATURE: � o D UALS = 3/o RIGHT OF WAY DATE: PROJECT ENGINEER ROADWAY DESIG11t �� FUNC CLASS = RURAL JANUARY 1, 2018 NATHAN CHAPMAN, P.E. E11tGI1�EER p o� ��p��Q° PROFILE (HORIZONTAL) LOCAL PROJECT DESIGN ENGINEER 4 2 0 4 8 LETTIIIIG DATE: CHRISTY WRIGHT HUFF, P.E. SUB—REGIONAL TIER JUNE 20, 2018 NCDOT CONTACT PROFILE (VERTICAL) GUIDELINES P.E. A.E. SIGNATURE: STATE HIGHWAY DESIGN ENGINEER � � � � � � � �� 9 �� BOUNDARIES AND PROPERTY.• State Li ne ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Computed Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence " Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil �' S '� - Potential Contamination Area: Soil -� S �- Known Contamination Area: Water - �' —`"— �' - Potential Contamination Area: Water -� W �- Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � We I I w° Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S — Buffer Zone 1 Bz � Buffer Zone 2 Bz z F I ow Arrow � --- --- Disappearing Stream �--- --- Spring o�-��_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLOyy False Sump � RAILROADS: Standard Gauge - RR Signal Milepost Switch RR Abandoned — RR Dismantled — CSX TRANSPORTATION O MILEPOST 35 0 SWITCH � � � � RIGHT OF WAY � PROJECT CONTR�L: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Point 0 Primary Horiz and Vert Control Point ' Exist Permanent Easment Pin and Cap 0 New Permanent Easement Pin and Cap O Vertical Benchmark � Existing Right of Way Marker 0 Existing Right of Way Line - New Right of Way Line R New Right of Way Line with Pin and Cap New Right of Way Line with Concrete or Granite R1W Marker New Control of Access Line with Concrete CJA Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement - New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement � W i� 0 � W in� 0 .�. �— �c� �A� c E E TDE PDE DUE PUE TUE AUE Subsurface Utility Engineering Hedge Woods Line Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: ROADS AND RELATED FEATURES.• Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality symbol Pavement Removal I�EGETATION.• Single Tree Single Shrub C F CR � �♦�♦�♦�♦�♦� � � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) �� Vineyard coNc � �oN� WW � WATER: Water Manhole Water Meter Wate r Va lve Water Hydrant U/G Water Line LOS 6(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: �oN� Hw � Pedestal - - - - - - - TV Towe r �________� U/G TV Cable Hand Hole U/G TV Cable LOS 6(S.U.E.*) ❑ �B * U/G TV Cable LOS C(S.U.E. ) U/G TV Cable LOS D(S.U.E.*) O U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) � � � � O � � H - - - -P- - - - - -P- - P � � O ❑T � HH - - - - T - - - - - - T - - T - - - -TC- - - - - -TC- - TC - - - -T FO- - - - -T FO- - T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information O 0 � � ----�---- -w � A/G Water ❑c � HH - - - -TV- - - - - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO � � --c-- --�-- �— A/G Gas 0 O 5S A/G Sanitary Sewer - - - -FSS- - - - - -FSS- - FSS • 0 0 ❑s - ?UTL 0 UST 0 � 0 AATU R E.O.I. Note: 1�ot to Scale *S. U.E. _ � �� co' 0 cv � z Q �� oc � r%�� co' 0 N z Q �� oc N 0 N > w � � � � � � � � � � � � � � �, � � � � � c� � m � �- �, � _o � L� -�� : � o �� N 3` �� z r� � Qo ��- �� o� O STACIE L. GARASON & DOUGLAS y�. GARASON (HUSBAND) DB 9059 PG 223 PB 82 PG 178 0 ,� -L - PC Sta. l0 +00.00 EXI�� R W -L - PC Sta. ll +04.4, -L - PT Sta. l0 +95.78 -L - PT Sta. l2 +27.6b END MILLING -L - Sto. l2 +08.00 + 90.00 o Ex ww l00' + �o.00 T APE� � EX WW � 26' INCo , � BEGIN CULVERT -L - Sta. l2 +53.13 + 30.00 45.00' LT +�o.00 45.00' LT -pW�- Pl Sto l0 +94.28 Pl Sto l0 +33.18 0= 86° 26' 46.9" IRTI �= 98° 24' 53.4" ILTJ D= 286° 28' 44.0" D= 286° 28' 44.0" L = 30.18' L = 34.35' T = 18.80' T = 23.18' R = 20.00' R = 20.00' SE = 0.02 SE = 0.02 DS = � lSMPH DS = � lSMPH O�� P� SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED O i-DWI- POT STA.9+80.00 -�w�- +90.0o yy000Y RAY A�AMs 15.00' LT DB 658 PG 8 ` -DWI- +10.00 � y BEGIN DRIVEVVAY �5.00' LT `� � � -DW l - PT STA.10+44.35 � - Wl- POT STA.10+00.00 � i � � N 42° 53' 30.5" E - -DWI- + 90.00 15.00' RT - E ,�-- SPECIAL CUT 'V' DITCH ' �S� " S 38°4/' 36.1" E W� �% SEE DETAIL A . �, � � �� ; ; � 1-, W i -DWI- + 75.00 -DW1- +10.00 - I � ; 25.00' LT 15.00' RT -DW - PC ST A. l0 �10.00 ,'' � o E %% E � ,� ,� � o � � /00 +io.00 "' ' � ' � % TAPER � �, ` 45.00' LT � , � � F + ,' F � � - , � � i - - ;_ i \ �,� �/ / � -DW l- PC ST A. l0 +75.4b -DWI- + 90.00 35.00' LT -DW l- PT ST A. ll +05.65 S 50' 39' 42.5" E -L - ST A.13+90.58 = -DW l - ST A. ll +32.26 BEGIN MILLING -L - ST A. l4 +00.00 + 30.00 40.00' LT + 50.00 C C 40.00' LT E 35.00' LT _ - - EX R�W - \- - - - - - - �'; - - � - � ■ - � �� ,� - , - �� EX�ST�N� R,w _ _ � . - - - � _ - - - - - , _ _ _ - g o� GREU L-3 - - � 2' FDP _ _ � � - - c�n � ~o __ � � �O � N _ _ _ - - - - - - - - ° , O N 4/° 0/' 13.3" E o -- -- 2 FD i � -� __8� _ ' - , GREU TL-3 -� � � � F � � � � � - � + 75.00 � �NC° l3� BEGIN CONST RUCT lON Ex �w +�.00 F F -L - POC ST A. ll +50.00 EX � E LARRY MATTHE�S JOHNSON DB 8591PG 385 PB 82 PG 178 REMOVE +30.00 � ; /e C �35.00' 4T � � F� w �-_--L--- � �� ' , � �_ , � F, R F � - � C_ � �_ � '- - - - �- - � � _� _� ui - � � i < - � < � i F ° I 2' FDPS //' ' �" � - -L - o a o � � _ � N � �, � ...�_ - , N � �� O o � _ _ �__ o _ - - , -_� _� _ ' , 8 �� R=10/2 ° - - - � 4' FDPS GREU TL-3 R-/�� I 15" FDPS �- _ - < � - „---�-< < _ _ �' /4' � F � � _ \ F ' R---% � _ __. , � � W REMOVE � � ; E E- ' E� � + so.00 ' 35.00' RT � ; + 20.00 i 40.00' RT r r '--- SPECIAL CUT 'V' DITCH SEE DETAIL A +�o.00 45.00' RT END CULVERT -L - Sta. l2 +87.88 OBEGIN MILLING +oo.00 F - �W% 45.00' RT -�°� �I ;� - I - - +30 00 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT ��GPS-101 " WITH NAD 83/NSRS 2011 STATE PLANE GRID COORDINATES OF NORTHING: 513966.905(ftl EASTING: 2101300.395(ft) ELEVATION: 141.55(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999872376 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "GPS101 " TO -L- STAT I ON 11 +00. 00 I S 467.8309 AT A BEARING OF N 53°34'50.86" E ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAD 83/2011 PROJECT REFERENCE NO. l7BPa6eR,75 R�W SHEET NO. ROADWAY DESIGN ENGINEER -L - Pl Sto l0 +47.95 Pl Sto ll +66.06 0= 7° 09' S0.3" �LT l 0= l° 40' S5.8" lLT J D= 7° 28' 47.5" D=/° 2/' 52.9" L = 95.78' L = 123.26' T = 47.95' T = 6/.64' R = 766.00' R = 4,198.44' SE = 0.06 SE = 0.03 DS = 45ti1PH DS = 55ti1PH EXIST. TYPICAL DITCH SECTION D = 2.5 FT ± T B = 0.0 FT T = 7.0 FT ± D GRASS LINED STABLE CONDITION B � � AT -L- STA. 13 + 70 LT DETAIL A SPECIAL CUT DITCH ( Not to Scale) � pt ��% ��'�'t?'t D Min. D = 1.3 Ft. Front Ditch Slope FROM -L- STA. 13 + 08 RT TO STA. 13 + 82 RT FROM -L- STA. 14 + 02 RT TO STA. 14 + 75 RT FROM -L- STA. 13 + 00 LT TO STA. 13 + 25 LT FROM -L- STA. 13 + 25 LT TO STA. 14 + 75 LT FROM -DWI- STA. 10 + 80 LT TO STA. 11 + 09 LT 45.00' RT CLASS l RlP RAP l ST RUCT URE PAY lT EM) ALUMINUM BOX CULV ERT l @ 24, _9„ X 8, _9„ � L � "�o� � � 67068' RIGHT � _ _ ELEV 128016' _ _ � � � � - _ �,�� T -- _,- EXIST. TYPICAL DITCH SECTION D = 2.5 FT ± T B = 0.0 FT T = 8.0 FT ± D GRASS LINED STABLE CONDITION B � � AT -L- STA. 13 + 50 RT __ ;_ � 4' �FDPS GREU TL 3� 0401 q.,, =l0' ` � v� �-'- N ; . � �, � � �- ��, N 39° 20' 17.5" E ll' � � � � ', l3' �� 26' INCo , _ � ', �� 04 0 , � � � i i � , � O �y00DY RAY ADAMS DB 658 PG 8 * PAV ED SHOULDER SEE SHEET 5 FOR PROFILE V lEW SEE SHEET C-1 T HRU C-X FOR CULV ERT PLANS � � � � � W �� < -� � E D CO ST RUCT lDl� -L - POT END l�1/LLING 0 � ,� ■ _ - ---- ; C � ; _ _� E `� - - -- C � o `��-- SPECIAL CUT 'V' DITCH � SEE DETAIL A � + -L - POT Sto. l5 +37.78 + 50.00 40.00' RT 35.00' RT EX R�W � PROJECT REFERENCE NO. SHEET NO. � � � � p p N # �� CULV ERT HYDI 1 AUL�C DAT A ROADWAY DE� R075 HYDRAULICS � BM „ _ � _ � � � � � + � � � � � -L- Stp. �2f7�.5� ENGINEER ENGINEER 7 8 0 9 9 5 0'' R G H T — L— S T E W/� i�T R �/� � S R � 8 � 9 oRa�NacE AREA = 2.3� sa.M E� E V= 2 8 o C� � DESIGN FREQUENCY = 25 YRS ��,� ��,�� B E N C H T E R A� R 0 A D S P K E �� oEs��N o�scHaR�E = 4�o cFs �� N�� E �� °,� .�� S E T N 0" 0 A K T R E E" oEs�cN �vV E�EVAr�oN = �z8.8 Fr l00 YEAR DISCHARGE = 844 CFS � � � � � � � � � l00 YEAR HW ELEV AT lON = l3/.l FT OVERTOPPING FREQUENCY = +/- l00 YRS � �� OVERTOPPING DISCHARGE = 850 CFS OVERTOPPIN� ELEVATION = l3/.2 FT DOCUMENT NOT CONSIDERED FINAL � � = f UNLESS ALL SIGNATURES COMPLETED , Pl l3 50.00 o � � � � � � EL = l3/.75' � � D RAD � �' �' �'� K= 84 �� - OT ta. l4 50.0 —�— �� N ' ' W V C = l 8 0' I � , DS = 45ti1PH" L o 134.2 _ _ _ _ _ o� � � 00/ _ _ - - ----- - --- -------- - ---- ---- �cn v� v l � •_ _ - _ �_ � -----_ _ - - - - - P OPO ED RAD _ - - - � - ----------- ---- � - ------ -- ---- - o'� '� �' = - - � )2�9 �I°o--- �- +�0./6/% ___--- -� ___--_ - - - - - - - - - - - - � - --------- ----i l+I .340 % __ ___--- ' �� _ _ -_� �= - CU DlT H o � - _ -- -- -I__Ir�� 1 --- ------- -��---- ----- - o - - - --- �"" E S ECIA — — / RA � � II I , � - - +� p�/ _ _ _ _ _ _ - --�-�-" � � EL = l3 .l7' B G N D � + 00 e_ -° / H _ � l�0. 2 __------- — CU D C __ , __ _ -- --- - ------ ` _-- . � - _ — _ - --- • _ _ . . ___ _ ---_ _ - ------ _ _ ._ _ E _ l 1.07 � � - - ------------- --- - � - - _ _ _ , � � r - _ ------ ,--�"�� Pl=l3+ 5.00 LT � EL l 1.75' --- --�_-- ------`T^_-- � , _ � � _ - - - — - ------------ � � i ----- -- - -- - ------------- ---�_ � � - - - � _�_, ,,-�" ; . _ - - - _ �� , � - ' , : � �� ;' � � EGl SP CIAL CU DlT H . - - : - : ' ' : - - - � - - - __ - XlS NG RlD T BE REM V ED " _ � �'� �� : ; � ' - � CUT DlT - EL - l2 .39' - . - - - /=l3 08.0 RT �+ - - - - - ; � Pl=l +82. 0 R - _ . _ . _ _ ,, - _ � . EL l29 24' _ _ _ _ _ _ , � _ _ _ _ _ _ - - - _ ' BEGI S ClA � _ : . - . _ _ _ _ _ � � . . - - - - . : : ; P�=� �oo. o � . : *45 MPH CURVE ALLOWED PER . . _ � . SUB REGIONAL TIER GUIDELINES _ - _ _ _ _ _ ; __ - _ __ _ � ------ RT °�Tc" - _ - - - - - SEE SHEET 4 FOR PLAN VIEW ---- �r oirc� . - : _ . _ _ - _ . - ' SEE SHEET C-1 THRU C—X FOR STRUCTURE PLANS 11 12 13 14 15 _ _ _ _ -DWI- . _ . . _ . -DWl - D RIVEWAY . _ _ . . . . ._ __ _ _ _ _ . _ _ . _ _ __- _ � �_ _ � �- _ �_ _ . Pl = l0 +80.00 _ _ - EL = 132.5/' _ - __ E GR DE _ __ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ . Pl = 10+22.00 VC = 30' - - . . � ' ' _ ' ' ' - - EL = 129.95' -- K = 7 - - -- EL = l3 .63 VC=40' K = /2 _ _ _ _ _ _ _ _ _ _ _ _ ROP SED GRA E q.40 4� - +J0.3 00% . �-� � _ � — '8`�6 % � — — — , , � � , , , �+) .1976 ° EGl SP CIAL E lST l G G DE l=10 80.0 LT CUT DITC L=13/.0' �� _ � _ � �� EL=129.8' I�, � � � �� , � � �� , � �' BE lN RAD � —D� l — OC ta. l0 00.0 _ __ _ � _ _ � _ Q �, EL=12.69 : : :�,� � � �� - i _ i ii I- - i II � - L � � 0 � L n �� ------ RT DITCH L� --- i ,-- i i__ _ -- � i -- i �Q � - � � �- � � �- � - � � � � � � � 3� ---- �r oircH �W SEE SHEET 4 FOR P VIE �� o� �� o » �� 0 N z Q �� o� � � � � � � � � � � � X � � L � � � C� � m� � � i� �� ,� �w —x� �� o � N 3W I � z r� � Q �� 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 . • ,,, ,, ;,,, �� , 3':� � :�j�� ii I iii iiil i � , � li iiii iiii 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. 1 7BP. 6. R. 75 X-1 � I I i _ � i : _ — — — _ — — — : —: — - I �i ; li �i l _ _ — � i i _ _ — � i i il il i _ — _ � . _ _ -_ -- - /3/ 07 _ .� _ __ -_, i i i I i - . i .- ,.._ _ J _ _. _ _ -. - - - _ _ _ _ , ,i I 1 , I _ I _ _ - - - - _ I _ _ _ _ , I _ I I - - --I i � 1. I i i � I - j,� - �_, _� _ � _ _ . _,_ _ _ _ � I_ . . _.-_, _ -.-. �- - L • I III III . . _ I I _ - -._, _ , _ _ _,_ �._. _, _,_ ___ , _,__ _. __ . . _,_ _,__ __ I I- I I I - I - � � � � , � : ; i _ ' ' i - - - r _ - - - -I . - i . . . . I I III !II II II I_ I I I _ _ _i i-, i_ . , . . , I , . . _ _ � � I � � � .� � �I � � � i i i i ' I __ _ -i _, I i _ , i i �_ i __ !. ; �_ l _ , I I _, , _ _ _ __ II�IE�IEsILe�l�'II��TAl��' II�II�A��T� ! � _ , _ - — -- -- _ _ _ , , _ _ , ,� _ _ _ _ — —. — _ _ — — — — — — — — — — — .— -- — -- � _ �� 1V�`J[° �T51E 1F�1E3 ��N�`1[`dBUC`ll°d�N � � � � � _ - — - � -- � 'i ��-- I� � � ��T��'1[l[�IL�IE�]E l[�1L,�1�� . � — --- - _ . _ _ - — � �_ �� - - ! _ _ _ ; - , � /3 /3 � _ _ � . -- , _ � : �� U�� , � .�� -- . i — � , o � � i � i � i � � _. i � � .; - I , , i - - . I� _ ', . _ I_ __ - - - � !I r-Ij II, I +� II, �I �:-�I I �I � II �I I �I �I _ _ 1 �I 1 I II, _ _ _.,_ _- _ I __ � � 0+ 5. 0 � Note: "Quantities are a roximate onl . The Resident En ineer will re—cross—section the pp Y 9 work accurately when the project is staked out. These cross—section notes will be used in _: ;__ : � computing the final quantities for which the contractor will be paid.,, _ _ . I _. I _ i i -,_ i i _ . _ � - _,- � - - - - � . _ __i_ , _- I I I I I I — - I - - - - - 0 : 5 30 � 25 20 1 1 : 1 1 20 25 30 35 0 5 i �� 0'� '� '� �i — _I I : _- � _ -i _ - � � � � � � C �1 � � � X �, � � � � � C� � m� � f� /{f} � (� f� � CI) W -x� �� o � N 3W I � z r� � Q �� f� �� o�� 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. - -- -- - __ -- - - - -- - - -- - -- __ i 1 7 B P . 6 . R . 7 5 X - 2 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 I� � �� I� � I 5 � � � � � II _ I�I II____- � � � �� , li �i �i�i � � i ' i i 3'• 3:I ��I �� _ __ - - -- --- - -- --- -- -- - J I - - - I - - -- -- - — — — — — — — I I — I I I I -- --- — — --- — , C U LV RT E LE - 1 8.0 '�� - �� , I-- - II � � _ � . I • T - - - _ _ : _ _ ' _---_ . �.. � I I 1 _ � � i � 1 _I l , _ _ � _ _._ __ . -� _ . _ _ - -� _ : ' —' I �li _ Ili �li I . i il III — :_I . —_ . _. . — . , — . _ _�f _ __ _ �i __ - _� �_; _� � i _ _ �_ . � � _ _ _ .I i _�. — _ I _ ' �i l I 1 ' ! II I I. — ' I i� f'. � � � � _ _ _:_ _ I _ _:_. I ' _� _ � I _ _ . _._ _,_ _ I _ -,_� I_ I. . _I I_. . _,_ _ _ -,_. I .. - _ _ _ _ _ I �_� ' I j ll II II I _ _ I _ I- . _ -_ - - - - - - -._ , - , _ _ . _, __. _- _._ . _,- _.-_ , - - - -- - - � I � � I : . _. I . -� � • -. i- � i -', . � - __ I . . _ . _ I _ I - _ _ _ _ II L I I I . � _� ' �. • I II I_ I I I I _ �_ . __ ,_ � - - -- - � � � il- . I -' - , -�� . l30/8 � : , ,�� - - � i_ _ _ lili _, _ l_ ' , _, � __ , ,1 _, _ , _> - _ _ _ , _ , ��,��A��i�' ��A��.� - - _ � � _ — _ — — i I �� 1V�`J[° �T51E 1F�1E3 ��N�`1[`dBUC`ll°d�N I I - - -- --- - ° - ._ • IIII �il �� III + j ��T��1'1[l[�l[,]E�]E l[�l[,�1�� _ _. . _ _ _ - - - _ -- -- _ : . _ _ _. �� v��° u�� t �a � w .��rd��°d��v I I i _ � i � _,i i � i i I i i �� i�_ i � i i i _I i _ i i - - j i i I _ - = I �-- -i. I_. _ �. i_ __ _ _:_ _ _ �I II I II II I II II II II II II I II I I II II I II II I _ I _�I , � � � � � I I - _ —_.,— , —.,— ,_ ! _ � _.,— � , � —_.,— �_ — � — . —� _ I � __, __ ' ��, � � � � � � � � � � � — — Note: "Quantities are approximate only. The Resident Engineer will re-cross-section the _ : work accurately when the project is staked out. These cross-section notes will be used in -- _ � computing the final quantities for which the contractor will be paid.,, _ _ . I _. I _ i I —,_ i i _ . — — — — — — — � — _,— � — _ — _— I I I I I I . _ i I . i ' ' � jlll II I -- — -- — _I — -- . — . _ __ I I_ � — � � 51 � 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 � � � � � i 0 _ _ - _ i i_ _ -- - � _ � � : __ _ _ _ _ � � � � � � � � � � � x �, � L � � � c� � m� � f� /{f} � (� f� ,� �w -x� �� o � N 3W I � z r� � Q �� f� �� o�� 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. - -- -- - __ -- - - - -- - - -- - -- __ i 1 7 B P . 6 . R . 7 5 X - 3 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 I� � �� I� � I 5 � � � � � �� I � II _ I�I II____- �� . ��, ��, o.0 5 0.025 ��, ; ', ��, ,_ _ _ _ _ _ _ _ ___ ----------- _ ,.�------ --------.-__��, +-�,-�I�_ '' 3�- _ _ �_ � � .� �� . � � /3 25 � �� II II � � � 2 � 9 � 12 9 12 �� 'I �, ' �� I I , I i I II I I II I i I ' I I II . II II II _ -- - - -- - -- - -- --- -- -- - - -__ - - -- - -- _ - -- - - - - - - - - I - - -- - I I 0.0 5 0. 02 5 �, ;I �� ' � �� 3.. _ _ - _ _ _ _ : �' � �� _ _ � �� ---- �� ,, �� _ _ _ ` � ! _ . , -- ,_ ,._ _ , _ . - � , ; : _ __ � , __ - 12 � 7. 8 : _'_ _ _ _ _ _ . . � . I �I I- �I II I , I 'I'll III _ . -_ . _. . __ �- '� __ _� �_ _� _ � �_ - � _ _�. .i _ -- ' _' � _ - - � � i � _ _ _ � _._ � i �� _ . . . , � _ I __ _ I _ __. I I ' _� _ , !_. _. __ _ _ _ . I .- - _ . 3 3 .I _ _ _ _ � I� �'� ��1 I_ _ I _ I I- _. J _ I I I I I I I - I __ _ CULV RT ELE 1 7.6 ; - - _ _ - - _ __ _._ _ _ , - - - -- - - i � i i i i � i _I i : _, - _ _ j , _ � _ 3 _' ' . - _ � . � _. _ : : � . - � - _- _ -- - - � - __ , o I� � � �I - - _ _ _ - _ _ , -- _ _ � � � � �� I , : II II I II _ I �I_ _ w _ - - _� . �_ �_ � - i � i i i 2 i � i � — — — — — �- i i -! � � � � � � � ! I I — � y � � _ � �_ _ - — -- ,— ^, _ 1 i - I� _ I ��A��' ��A��.� I! �i _, i i _ - � , i_ _ i _ _ _ _ � , _, , _ _ _ _ _ _ _ , _ _ _ _ i I� _ �� v��° �r�� N��uc�°d�N _ I _ I _ _ i � i ii -- -- -_ _ _ ' �� - i- �_ � _ i ��T��'1[][�lL�]E�]E ][�]L,�1�� _ _ . �Z + � -- _. � _� �� v��° u�� t �a � w.��r��°d��v I I i _ i i i _,� � • i i i i� i�_ i i i _i ' � i - 1 . - - . � �-- -i. I_. _ �. i_ __ _ _:_ _ _ �I �I I II II I II �I II II �I �I I II I I II �I I II II I I _�I , � � I ; - _ I � -.,_ . , -.- ,_ ! _ � _,_ � , � -.,_ �_ -� _ I , � __ __ ' � � � � � � � � � � � � � � - I Note: "Quantities are approximate only. The Resident Engineer will re-cross-section the _ : work accurately when the project is staked out. These cross-section notes will be used in -- _ � computing the final quantities for which the contractor will be paid.,, _ _ . I _. I _ i I -,_ i i _ . - - - - - - - � - _,- � - _ - _- I I I I I I . _ i I . i ' ' � jlll II I -- - -- - _I - -- . - . _ __ I I_ � - � � 51 � 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 � � � � � i 0 _ _ - _ i i_ _ -- - � _ � � : __ _ _ _ _ � � � � � � C �1 � � � X �, � L � � � C� � m� � f� /{f} � (� f� ,� �w -x� �� o � N 3W I � z r� � Q �� f� �� o�� 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. - -- -- - __ -- - - - -- - - -- - -- __ i 1 7 B P . 6 . R . 7 5 X — 4 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 I� � �� I� � I 5 � � � � � II _ I�I II____- � � � �� i i � i �� , � �i li lili i ' i i �_ � � - - --- - - -- - - -- _ -- -- - - - -- --- - -- --- -- -- - I� II I - - - - - - - - - - - -- — - - -- - �� i � � . 0 � ,� _ . — — T — — — — -, , , , - _ _ ' ! ' : il- _ � ! ii � �� ii �i ii � % --- — - — � -� - _ __ . _ _— .� — � . _ _ � _ . / I . Ili l i � : � \ � ' - \ .. ' 3• II �' �_ I' �' I 1 0.4 /3 06/ 30. 7 ; ;, . 14 + � . � �� _ �� - : '� 5 . Q _ �_ � - � � � _�_ �_: _� � i _ _ _ _. .I i 1 . _ I _ _ , l I _ � _ I I l. I l. , II l _ I ! I I I i i ,:i ; I I i II __ I I _:_ _ I _ _:_. I I ' _� _ I _ _ . _._ _ : _,_ _ I _ _,_� I_ . _ I_. . _,_ _ _ _ .._ _ � . _ _ � I L I il III III _ I — I _ _ I _ I— . . . _ , _ —_ — — — — — — , —._, — , _ _ _.,— �._. _, _,— _. ___ , _,—_ __. __ _,_ , _,—_ _— — — ---I — — i i � i i I I I � � � i i ,i � � � _. . —� _ r . . _ , _. _ . — __ I . . _ . � _ _ I — I -- I — — _ I II L I I I I _ -_ '� '� - � �- 0.0 1 0 019 ; � �� _ '�_ � � � — — — _ _. � . - �, � — -- — , . . . . . . , . . . . . . . . .�. .�. . , . , . . . . . , . . . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . . . . . . . . . . . . . . . . � ��. , . . . . . . � ,_, . , . . , . . . . . . . . , I_. .. . , , . . . . , i ; . .. .,_i _ � ; ._ i i - i i i i i i i i i i i i i i . , . �. . . . . . . . . . �. . �. . . . . . . . : : : , . . . . • . . .. . . . . . . . . . . . . . . . �. . . �. .. . �. �. . �. . �. . . . . . . . . . . . . . . . �, . �. �,. - . . : . .. . , �. . . . , . . , . , . , , �, , , , � , .. .. .. � — r � ; — � _ _ _ _ _ - — T � — _ i_ . _, � • �, — _ ,_ I I • % — _ _ _ , _ _ _ __ II�IE�IEILe�I�'II��TA��I' II�II�A��T.� ! � _ _ ,, _, _ _ _ � — I �� 1V�`J[° �T51E 1F�1E3 ��N�`1[`1[8UC`1Cd�N _ _ � . _ I _ „ — ._ � o I I II III j ��T��1'1[l[�l[,]E�]E l[�l[,�1�� ._ _ _ _. _ _ _ _. � - �- - - -- -- _ �� v��° u�� t �a � w.��rd��°d��v I I -- . _ _. i _ � i �_ i � i � i i i I i i �� i�_ i � i i i _I i _ i i - - 1 - - . � �-- -i. I_. _ �. i_ __ _ _:_ _ _ �I �I I II II I II �I II II �I �I I II I I II �I I II II I I _�I , � � I ; _I -.,_ . , -.- ,_ ! _ � � _,_ � , � -.,_ �_ -� _ I , � __ __ ' �� I Note: "Quantities are approximate only. The Resident Engineer will re-cross-section the : work accurately when the project is staked out. These cross-section notes will be used in -- _ � computing the final quantities for which the contractor will be paid.,, _ _ . I _. I _ i I —,_ i i _ . — — — — — — — � — _,— � - _ — _— I I I I I I . _ i I . i ' ' � jlll II I -- — -- — _I — -- . — . _ __ I I_ � — � � 51 � 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 � � � � � i 0 _ _ - _ i i_ _ -- - � _ � � : __ _ _ _ _ � � � � � � 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 13.� : 0. 20 0. 20 3 ii �� iii�� - -� � +�� +�� t��;� �� i;� �T�� u - - - ��I �� T�� 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. 1 7BP. 6. R. 75 X-5 C � � � � x �, � L � � � � � m� � f� /{f} � (� f� ��W —x� �� o � N 3W I � Z (� � Q �� ' - . - _,_ ' � I � -- ' -� - : -' I I I I _ i �I . I_ lil . , _. I . I i il III . _ . . _ . _. . - . __ . _ , __ - i __ _� � _� � i _ _ �_ . � i _ _ _ .I _�. I _ _ I �i l 1 1 ' I i II I I. - ' I i� _' � i i i I i r—:_ _ _ _:_. ' _� � _ _ . _._ _,_ _ _ _ _� I _ . . _ I I _. . _,_ _ _ _ . .. — � III III IIII . . _ , _ —_ — _._, _ , _ _ _.,— �._. _, __._ , _,—_ , __. __ _._ . _,_ _.—_ , — — — -- — — � i � � i ' � i i j . . ,. . _i _ �. . .. — �. �. . I.— . �. , . � I . — . �. .. . �,—� . . . . . _ I . .� . . . _ , . . . . . . . . . . . . . . , . ,. ,. . �. _� � : _ . .I . ... . . � . .� ,- : . . . —.:� . . . . . , . . . . . . . . . . . . . . . .. . �, . .. . , � . I - 0. 33 0. 33 : : - _ _ _ _ _ _ ;il '�_' i i i - _ - - � _ _ _� �_ _� --- - _ ,_ _ _ � � � i ; C � _ _ � � � � ' � _ ; _ - _ i i � � i _. _ ��A��' ��A��.� I� �i _ -� _, _ _ - -_ � ._ i2 069 - _ _ _ � � _ _ I _ - �� N��U��N ' � � �I ._ :. _ E IN RI E _ '' I _ ',,- '_ ', ' - - �� ,�� _ � i � _,, i i , � I� I�_ I I I i I _I _i —. , �D� N�7(° u�lE 1F�lEt F8 // W.��TII�d7l°d�N il , .. _ . 1 _I _. . _ _ _ � �.- -. _. _ � - -- -- - �I II I I II I II II II II II I I II I I II II I I II I I i � • r � — -- —._ —._ _ ! _ —_ —.__ —._ __ . __ —. __— I __ _— � Note: "Quantities are approximate only. The Resident Engineer will re—cross—section the : work accurately when the project is staked out. These cross—section notes will be used in _ __ � computing the final quantities for which the contractor will be paid.,, — _ . —. . —,_ _ . __ i i I I I i i _ � - � - - - _,- - � . _ __i_ , _- I I I I I I — - I - - - - - 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 �� i ''i -- 0 -I� �I o � � � � � � C � � � � X �, � L � � � � � m� � f� /{f} � (� f� ,� �w -x� �� o � N 3W I � Z (� � Q �� o�� 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. — -- -- — __ -- — — — -- — — -- — -- __ i 1 7 B P . 6 . R . 7 5 X — 6 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 I� � �� I� � I 5 � � � � � II _ I�I II____- � � � �� i i � i �� , ' '� I� I� I� I� I � �i ii ii _ _- - - -- - -- - -- - -- -- -- - i_ i i - - --- - - -- - -- _ 1 - -- - - - - - - - - I I I i_ I-- — - - -- - �I �I �. 2 Q Q. 2 � 3, I� I I� , I I — _' — - - — - - — — — i 1 I — — -- _ ,_ _ _ _ _ � — _ _ _ � � • ,— -�I . : � . . I ! I� � � i - i i _, : , I _, _ _, _, I i _ �. _ . i i � � _ _ � :- I I - r / � . _ _.. , �—:__ . . —� _ ... ' —. o I II i II II I 1 0 �. 0 • O _ . I I III I I I_ _ I I— _ I I I_ , _ _.. — _, _. . _ . _ , . _. I — _ — _— . . _�_ �_: _� � i _ . �_ . _ _ : . .I _: - _ I _ ' �i l I 1 ' I ! II I I. - , I il ff— — � � � � _ _ _:_ _ _ _:_. I ' _� _ � I _ _ . _._ -._ : _,_ _ _ -,_� I_ I. . _I I_. . _,_ _ _ -,_. I .. - _ _ _ _ _ I � III III IIII I _ _ I _ I- . . . � . _ , _ -_ - - - - - - -._, - , _ _ _.,- �._. _, _,-_ , __. __ -. _ _ - - - --- - - � i � i .. I I ��. . . . . . . . 1 . . �. I � . I � . . I . I �. . .. . . .. .. �. _.� �.. �. _ t : . . � .. . �.. -� r . . .. -. . .. . _ ' _� _ �. . .. - . . . . .- . .. �, � . . . . . . . . . . . . .. . .. . .. _ . . . 3� � __ . _ . , . _ _ - - - - _r • - _ . _ - - - - _ _ �, _ _ _ _ _ _ _ _ _ _ _ _ _ _ � �� . - - '�_ � � � _ _ � �� , �i __ 'i ' _ _ - - - _� , _ , � i _ � i � � � : � I - � � � � " i� i a �_ �� ,_ l.. _ , _._ li I� _, � � _ , l[�I�]lElLs�l�'II��TA��' l[�II�A��T.� _ , _ , _ _ _, , _-_ , _ _, _- _ � _, , _, , _ _ _ - - i �� N��U��N - � - _ � � � � .- � �� ; ��T��'1[][�][,]E�]E ][�][,�1�� _ _. . _ _ _ �� - �- - - -- -- -- _ : . _ _ _. �� U�� .��d�� i i i _ i i i _;� � i i i i� i�_ i i i _i _ � i — _ 1 - - . � �-- —i. I_. _ �. i_ __ _ _:_ _ _ �I �I I II II I II �I II II �I �I I II I I II �I I II II I I _�I , � � � I ; - _ _ —_.,— , —.,— ,_ ! _ � _.,— � , � —_.,— �_ —� _ I � __, __ ��, � � � � � � � � � � � - — Note: "Quantities are approximate only. The Resident Engineer will re-cross-section the _ : work accurately when the project is staked out. These cross-section notes will be used in -- _ � computing the final quantities for which the contractor will be paid.,, - _ . -. . -,_ _ . __ i i I I I i i — — — — — — — � — � - . - — _,— _— I I I I I I . _ i I . j I . _ IIII -I II I� -- - I -- - =I. - -- - � � 51 � 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 � � 0 � � � i 0 � � i _ _ - _ i i _ _ __ - � _ � � : __ _ _ _ _ � � � � � � C �1 � � � X � � LI � � � C� � m� � � i� �U� ,� �w —x� �� o � N 3W I � Z (� � Q �� o�� 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. - -- -- - __ -- - - - -- - - -- - -- __ i 1 7 B P . 6 . R . 7 5 X - 7 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 I� � �� I� � I 5 � � � � � II _ I�I II____- � � � �� i � � END D Iy A , , , � � 11 � 2 . 7 �,, '�,, �,, � �,, ��, ��, I i„ � I I I , ' '� I� I� I� I� I � i . ii ii ii _ __ - - -- --- - -- - -- -- -- - I - - -- - -- _ ' ' -- - - - - - - - - - 3 :1 0. 2 . 20 I ' �- I I I �=_ -__ - - -- - 3. '�' - - _ _ - - - - - - - - - - - - - - - - - - - - - - � '� �, . ; __ 2 ,� . -.-' • 0 � i i � � i _ I _ � � I ; 1 � i _ 1 _i 1 l _ � 1� O. O I :_ III I - , —' I I li II i __ i i . i i ili i � �_ I _ _ � I I_ _. _ — _ — _ _ _ _ _ I_ �i _�_ _ . , ; _� �_: _� � i _ _ �_ . _ _ _ .I i _. — _ I _ ' �i l I 1 ' ! II I I. — , I il ff— — � � � � _ _ _ _:_. I ' _� _ � I _ : _ . _ I _: _,_ _ _ -,_� I_ I. . _I I_. . _,_ _ _ -,_. I .. - _ _ _ - - _ �-- I I _ Il j i ll II I _ I _ I I I _ _ — — — — — — — '— — — — — — _ 0� �O O. �O _ I I I I I I I . I — �- — — — — _ _ � . — -- — - _ _ _ � - - - - - - - - - � . . _ -� _,- - - . � � . ._ _ -_ - - � i — - __ _ _ _ - - - --- : . _I_ . _ '- _. _ I• i I - — � _i, I _. i � � li I ', . . � __ . . I I - _ _- — _ - . i I_ _" '_. .-- _—� i' I I . I I I I — — � - _� � / III I_ o � —�- I .. . .. .. . . . . . . - _. ... . .. . . . . . .. .. . . . . . . , . . . . . . .. -.� . .. . . . . . . . . .. . .. . . . . . . . . . . .. .. ; . . . . .. .. .. . . . . . . .. . . . . . . . . . . . . . . .. . . . .. .. .. . .. . . . .. .. . .. . . . . . . . _ . . . . I. . — —� I. —I-- — _i i-, , . . , _ � L I � � � �I � � � i i i i ' I __ _i , �,7 il : _ I I _ , i i I II_ _ � i— � li_ �.. I I . , , _ _ . _._ �� I � _ � , —, , _ _, _, , —_ , , ,_ � _ . , . _, , _, . _ I �� 1V�`J[° �T51E 1F�1E3 ��N�`1[`1[8UC`1Cd�N - I - - .= I II I III � j ��T��1'1[l[�l[,]E�]E l[�l[,�1�� -- -- _ : . ._ _ _ _. i _ � i � _,� I i i i _ i� ___;I i i _i _ ., � i .. - �_ _ - -- � � �� v��° u�� t �a � w.��r��°d��v I - - j � _ �. �ii �ii i � i ii _ I _,I , , � _ , _ _ � � _ ', , ' _ _ _ , I - _ _ _ _ _ _ �I II I II II I I I I I I I I I I I j - _ -.,_ . _.- ,_ ! _ _, _,_ __ , ' I I - - -.,_ �_ __ _ I � __ Note: "Quantities are approximate only. The Resident Engineer will re—cross—section the -_ : work accurately when the project is staked out. These cross—section notes will be used in _ __ � computing the final quantities for which the contractor will be paid.,, — _ . —. . —,_ _ . __ i i I I I i i — — — — — — — � — � — . - — _,— _— I I I I I I . _ i I . j I . _ IIII -I II I� -- - I -- - =I. - -- - � � 51 � 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 � � 0 � � � i 0 � � i _ _ - _ i i _ _ __ - � _ � � : __ _ _ _ _ � � � � � � C �1 � � � X � � L � � � C� � m� � f� /{f} � (� f� ��W —x� �� o � N 3W I � Z (� � Q �� o�� 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. - -- -- - __ -- - - - -- - - -- - -- __ i 1 7 B P . 6 . R . 7 5 X — 8 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 I� � �� I� � I 5 � � � � �� II _ I�I II____- � � � �� i i � i �� , � �i li lili i ' i i �_ � � - - --- - - -- - - -- _ -- -- - - - -- --- - -- --- -- -- - I� II I - - - - - - - - - - - -- — - - -- - �� i � � � i i � � i _ �, _ � � � ; 1 � �� i � � � i . : ' -' I �i ; li li l . i i ili _ _�f _ :_ . -_ . _. . - . , - . _ __ _: �i __ - _� �_; _� � i _ _ �_ . � � _ _ _ .I i _�. - _ I _ ' �i l I 1 ' I ! II I I. - ' I i� f'. � � � � _ _ _:_ _ _ _:_. I ' _� _ � I _ _ . _._ _ : _,_ _ _ -,_� I_ I. . _I I_. . _,_ _ _ -,_. I .. - _ _ - I �I II� — - — .� III II I II III III II _ I I - � _. _ . : . _ , _ I -_ I - - - -- - - - - - - — — � _ .-, __._ __.-, - - - --- - - __ _ . _ . _,- �_ . _ _ _, — — — �i � � i I i i i ; I — — — — � I .r _ rt _I I _ . � —I — — _ — i — _ _ : _' _ _ _� _. L . — — __, _ _ I — _ II . I I I I I _ I_ I I I I II . �_ .. .I .. . .. .. . . . . . ,. _ . . ... . .. . . . . . ... .. . . . . . . , . . . . . . .. _ .� . .. . . . . . . . . .. . . . . o . . . . . .. .. ; . . . . .. .. . .. . . . . . . .. . . . . . . .. . .. . . . . . . .. . . . . . . . .. .. .. .. . . .. . . . . .. .. . .. . . . . . . I. . _ —. .. . --- — _i i-, � L I � ' � � �I � � � i i i i ' I __ _i , il _ I I _ ; i i I�_ _ � ,. i_ � i_ l.. I I _, , _ _ _ __ II�IE�IEsILe�l�'II��TAl��' II�II�A��Ts� - ,, _, _ _ _, ,_—_ _, _ _, _ _ _ _ I �� 1V�`J[° �T51E 1F�1E3 ��N�`1[`1[8UC`1Cd�N - I - - .= I II I III � j ��T��1'1[l[�l[,]E�]E l[�l[,�1�� _ _. . _ _ _ �� - �- - - -- -- -- _ : . _ _ _. �� v��° u�� t �a � w .��rd��°d��v I I i _ � j � _,i i � i i I i i �� i�_ i � i i i _I i _ i i - _ 1 . - - . � �-- -i. I_. _ �. i_ __ _ _:_ _ _ �I �I I II II I II �I II II �I �I I II I I II �I I II II I I _�I � i �� 0• O � I I - - _ -.,- . -.,- _! �-_.,- �-, -� _ , �__, � � � � � �, � � ��, � � � � � � � � � � _ _ _- - - Note: "Quantities are approximate only. The Resident Engineer will re-cross-section the _ : work accurately when the project is staked out. These cross-section notes will be used in -- _ � computing the final quantities for which the contractor will be paid.,, — _ . —. . —,_ _ . __ i i I I I i i — — — — — — — � — � - . - — _,— _— I I I I I I . _ i I . j I . _ IIII -I II I� -- - I -- - =I. - -- - � � 51 � 0 5 30 25 20 1 1 1 1 20 25 30 35 0 5 � � 0 � � � i 0 � � i _ _ - _ i i _ _ __ - � _ � � : __ _ _ _ _