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HomeMy WebLinkAbout20151218 Ver 1_08 P4405I_90%_plans_151023_20151123� � � � � � T � o�. � O � i � n �U / z �o� �z �� �W � z o �� Nz'z \ �W � O N�Q ��� O� i � � O � � � ., � � •, See Sheet � A For I ndex of Sheets � �i � �i 1� � � ��� � � ��i1 � I� � � � � �IT ,�i � � �t See Sheet � B For Conventi onal Symbols �1II �II J I� J V1 �I J� J I� I�I .� * * � * RECOVERY.GOV ���� �������� LOCATI01�: PASCHALL DRIVE FROM GORD01� THOMAS DRIVE TO SR 1716 TYPE BEGI1� TIP PR OJECT POT STA 10 + 08.20 -L- (COUCH MOUI�TAI11t RDAD) A11tD GORD011t TH�MAS DRIVE CROSSII�G CLOSURE WORI�: GRADII�G, PA T�I1�G NCDOT CONTACT: DAN HAVENER, PE PROJECT MANAGER � � � �' � � � �•. . BEGI1� C0111ST DR- STA IO + 38.47 E1VD C01�ST DR- STA 11 + 09.41 E1�D TIP PROJECT P-4405 I POT STA 41 + 13.50 -L- SUBMITTAL:90% PLANS DATE: OCTOBER 23, 2015 GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH Prepared In the Offlce of: HYDRAULICS E1�GI11�EER o� �o�p� 5121 Kingdom Way, � � ADT 2 �� 5= � �� Suite 100 p� �° � ` Raleigh, NC 27E07 � ��Q� JNC License No� F-025A � � 50 25 o so �oo ApT _ Engineering � ° � g � D H V = % 2012 STANDARD SPECIFICATIONS ����p oQQ`� PLANS p_ o�o LE11lGTH ROADWAY TIP PROJECT P-4405 I= 0.588 MILE PE o� p�p��� SIGNATURE: �� ��������N� �� 50 25 0 50 �oo T= %* T�TAL LE11tGTH TIP PROJECT P-4405 I= 0.588 MILE RIGHT OF WAY DATE: DAVID C. WALLER, PE a �������������� PROJECT ENGINEER ROADWAY DESIG11t *• �.,,� V= 3 0 M P H MA RC H 11, 2 Ol 5 E1VGIIVEER RAIL DI vISI�.�N PROFILE (HORIZONTAL) * TTST = ����������� ������������ l0 5 0 l0 2p * DUAL = LETTI11lG DATE: ALEXANDER D. SNIDER, PE �N� ������ FUNC CLASS =SUBDIVISION DECEMBER 15, ZO�S I'ROJECT DESIGN ENGINEER `�, PROFILE (VERTICAL) SUB REGIONAL TIER P.E. SIG11tATURE: 1 �ote: 1 �ot to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND l'ROPERTY.• State Line ---- County Line Township Line -- City Line - Reservation Line - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence 0 EIP -� � ECM 123 —x x— Existing Wetland Boundary - - - -WLB- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site r�� Potential Soil Contamination: Area or Site BUILDINGS AND OTHER CULTURE: WLB EAB EPB .�. Gas Pump Vent or U/G Tank Cap o Sign � Well ° 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 Buffer Zone 1 Buffer Zone 2 F I ow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump � � �s BZ 1 BZ 2 � �--- --- ,,,�_,,, � � � FLOW � ������ �� ����� ������L��� � J� J_� �� o ��� � J_� J I� 1� � J� J I� �� J!� � RAILROADS: Standard Gauge RR Signal Milepost $WItCi1 RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 � SWITCH � � � � Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES.• Existing Edge of Pavement — Existing Curb — 0 0 W . W �� 0 � W / C \, �A� c E E TDE PDE DUE PUE TUE AUE � Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp �R Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal I�EGETATION.• Single Tree Single Shrub Hedge '�' Woods Line � � � Orchard Vi neya rd EXISTING STRUCTURES: MAJOR: 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 Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � � � � Vineyard CONC J ��N� WW � CONC HW �-----------< � CB O � i b � --� O � � �� P P Existing Telephone Pole � Proposed Telephone Pole �- Telephone Manhole O Telephone Booth ❑� Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole "H Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*� - - - -T�- - - - Recorded U/G Fiber Optics Cable T FO Designated U/G Fiber Optics Cable (S.U.E.*� - - - -T Fo- - - - WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line Designated U/G Water Line (S.U.E.* Above Ground Water Line PROJECT REFERENCE NO. SHEET NO. P —4405 / lB O 0 � � -W- W A/G Water TV: TV Satellite Dish C� TV Pedestal ❑� TV Tower � U/G TV Cable Hand Hole "H Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable T� F° Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- -- GAS : Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.* Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. AlG Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information 0 � -G- - -G A/G Gas OO O 55 A/G Sanitary Sewer FSS FSS • 0 0 0 - 7UTL - 0 0 � m AATU R E.O.I. Point # Chain Station Northing (Y) Easting (X) 1 L 10+00.17 827325.4614 1996849.3429 2 L 11 +00.00 827392.2083 1996921.4648 3 L 12+00.00 827399.6193 1997020.5532 4 L 13+00.00 827399.6607 1997120.5532 5 L 14+00.00 827399.7022 1997220.5532 6 L 15+00.00 827399.7436 1997320.5532 7 L 16+00.00 827399.7851 1997420.5532 8 L 17+00.00 827409.8098 1997519.7832 9 L 18+00.00 827445.0967 1997613.0423 10 L 19+00.00 827503.4284 1997693.9116 11 L 20+00.00 827576.8126 1997761.8068 12 L 21 +00.00 827651.0331 1997828.8241 13 L 22+00.00 827725.2536 1997895.8414 14 L 23+00.00 827798.3727 1997963.9903 15 L 24+00.00 827848.0693 1998049.9997 16 L 25+00.00 827877.1289 1998145.6831 17 L 26+00.00 827905.9297 1998241.4451 18 L 27+00.00 827929.2171 1998338.6773 19 L 28+00.00 827950.8995 1998436.2984 20 L 29+00.00 827972.5818 1998533.9195 21 L 30+00.00 827993.8831 1998631.6214 22 L 31 +00.00 828010.6304 1998730.2068 23 L 32+00.00 828027.3198 1998828.8034 24 L 33+00.00 828046.6088 1998926.9219 25 L 34+00.00 828066.8427 1999024.8535 26 L 35+00.00 828093.5629 1999120.9785 27 L 36+00.00 828142.6934 1999207.9695 28 L 37+00.00 828196.2808 1999292.3956 29 L 38+00.00 828254.5618 1999373.6295 30 L 39+00.00 828304.8325 1999459.8824 31 L 40+00.00 828336.9653 1999554.4033 32 L 41 +00.00 828351.2232 1999653.2997 33 L 42+00.00 828361.8449 1999752.7340 34 L 42+50.00 828367.1560 1999802.4531 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CENTE�INE COORDINATE LlST Point # Chain Station Northing (Y) Easting (X) Point # Chain Station Northing (Y) Easting (X) Point # Chain Station Northing (Y) Easting (X) Point # Chain Station Northing (Y) Easting (X) N V' � �' �1' N � � • � : '� �� i � i �•• • • � : �� i i � � � � � � / � � � � � � � � � � � �� � / � � � • • • ' • • � i • � • • • • • • ' ' • • � • ' � • ' • � . � • ' • • � • . • � � � � I � � , � , � � � , � � I , • 1 • • .. • • , � • • ,. . • • � - 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......................................... __ __- ■... --■■■■■■■■■■■■■■ - - - - .-- _ _ _- ......................................... __ __-■...--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-■...--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-..-.--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-■...--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-■...--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-■...--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-..-.--■■■■■■■■■■■■■■ ---- . . � • ' --- _ _ _ - ------------ -------- -------- ---�-m-- --- ' � - __ __- - -----.....-........ - - - - S'T'A'T'E OF NOR'T'H CAROLINA DIVISION OF HIGHWAYS �lC�[l��[l��J[A\]E��Y �0�]F A\�G►�G�][�]EcG�A\�[�]E �lC�[]B�cG�][�A\]D>]E/ �'7['A\]B>][]L][ �A\��][�0�� Aggregate Aggregate Shallow Class IV Geotextile for Stabilizer Class IV LINE Station Station Type* Thickness Undercut Subgrade Soil Aggregate Aggregate Stabilization Stabilization Stabilization ASU/AST INCHES CY TONS SY TONS TONS CONTINGENCY ASU 150 300 2100 TOTAL CY/TONS/SY: 150 300 2100** *ASU = Aggregate Subgrade *AST = Aggregate Stabilization **Total square yards of "Geotextile for Soil Stabilization" is only the estimated quantity for ASU/AST and may only represent a portion of the geotextile quantity shown in the Item Sheets of the Proposal. STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL lNDEX SHEE�'' � � � � � � � Q � � � � �� d-- �� Q �� � o� L� �� �� � ��� O 3� �,�. � �� �, o �,� < �i� o °�Y � DETAIL A SPECIAL CUT DITCH ( Not to Scale) Front �� Ditch Gpou d 2•�� �\pl'�e� Slope Min. D= 1 Ft. FROM STA. 10 + 50 TO STA. 11 + 50 -L- LT FROM STA. 15 + 50 TO STA. 19 + 00 -L- LT FROM STA. 18 + 79 TO STA. 20 + 00 -L- RT N� �RID NA� 83 NQ 2011 BEGIN TIP PROJECT P-44051 -L- POT 10 + 08.20 -L- POT 10+00.17 _ -EL- 12+84.4/ � - - OVERLAP BENVEEN PARCEL 9892-78-0191 DB683 PG613 AN D PARCEL 9892-66-5857 DB 145 PG 550 + 15.79 � 48.87' EXISTIN� R�W � �� 0 � 87' 27� DETAIL B STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �_� ,L.'� Ground D Min. D=1.5 Ft. � B = 2 Ft. STA. 17 + 50 -L- LT DETAIL C STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground �.� ,L.1 Ground D Min. D= 1 Ft. STA. 19 + 70 -L- RT -L- Pl Sta 10+94.3/ Pl Sta 17+8/.47 0= 5/° 46' 33.1" <RT ) 0= 47° 53' 45.0" (LT ) D= 52° 05' 13.5" D= l5° 04' 40.2" L = 99.40' L = 3/7.66' T = 53.38' T = 168.77' R = 110.00' R = 380.00' SE = 0.04 SE = 0.04 V= 20 MPH V= 35 MPH DESIGN EXCEPT lON REQUIRED +oo SPECIAL CUT DITCH 37' SEE DETAIL A � +41.09 \S, 2� �� �� � � � '��.6" w� -EL- POT 15+94.66 � ° G EX TING R�w -EL- PT 14+67.93 -BL-6 � �� �RE -EL- PC 13+96.92 � '� -EL- PT 13+84.57 +�8.49. DORIS S PASCHALL ETAL 4 2. 4 0' STEVEN D PASCHALL -EL- PCC 13+47.32 m �B 145 PG 550 -EL- PC 13+22.46 PB 4 PG 2� 4 -EL- PT l.3fi/.8/ -EL- PCC 13+02.23 -EL- PCC 12+2/.89 -EL- PC 11+60.45 BM-I9 ELEVATION = 475061' N 827258 E 1996809 BL STATION 23+83000, 73' RIGHT RR SPIKE IN BASE OF 15" SWEET GUM � �� -EL- POT 10+00.00 � ' u OBLITERATE � x� ac c� � � 'I -L- PT Sta. 11+40.49 �� .� ,• !/ �. � =� �� � -:! ►r �._ ' �� t ,!� � �' _ ��j�i' : . r: ����� J m X uX-, 50 00' `� -� z z �, � � Z � � � � � 0 � � . -p N (� � DETAIL D SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural ��'� ,�+�et Slope Ground ?'I p F�� d Min. D= 1 Ft. Type of Liner= PSRM Max d= 1 Ft. FROM STA. 17 + 00 TO STA. 17 + 50 -L- RT CHARLES W. ERWIN ANDREA C. ERWIN 2 DB 683 PG 613 DB 407 PG 273 PB 27 PG 122 +50 c� E � E � 39, --_ _ E� � -_�� � " o,.`. - - � =� � 0 � E �� -�- 40� � E --- + 9�2.2 5 /8' o ��I�, �-vn c� � �rn � � + 41.09 -"�'` � ' 25� UNIF�RM � � I��T�SRpES� W � cg TN _ -L- PC Sto. 10+4/.09 RETAIN EX. WALL AND DRAINAGE PATTERN TO EX. DITCH DORIS S PASCHALL EfAL 1 STEVEN D PASCHALL DB 145 PG 550 PB 4 PG 214 � -L- PC Sta. l6+12.70 OVERLAP BENVEEN PARCEL 9892-78-0191 DB6 AND G613 PARCEL 9892-76-6980 DB 654 PG 230 +oo E 35' � �� � E - L- -- � �E .-_-_----- � + 39 10' X 10' PSRM FOR EX. DITCH TIE TO PROP. DITCH 30' ACCESS EASEMENT DB 240 PG 234 -EL- Pl Sta 11+9/.27 Pl Sta 12+63.86 Pl Sta l3+/0.04 0= ll° l3' 2/.5" (LT� �= 40° 57' 00.3" lLT) 0= l0° 06' 22.5" (LT) D= l8° l6' 00.5" D= 50° 58' 10.6" D= 64° 53' 18.7" L= 6/.44' L= 80.34' L= 15.57' T= 30.82` T= 4/.97' T= 7.8/' R= 3/3.66' R= 112.4/' R= 88.30' Pl Sta l3 +34.92 Pl Sta l3 +65.96 Pl Sta 14+32.43 0= l0° 06' 22.5" lLT) 0= 4° 50' 25.3" lLT) 0= 0° 5/' S3.3" (LT1 D= 40° 39' 26.3" D= l2° 59' 3/.2" D= l° l3' 03.9" L= 24.86' L= 37.26' L= 7/.02' T= 12.46' T= 18.64' T= 35.5/' R= 140.92' R= 44/.0/' R= 4,705.06' +12.70 2 5' �E c PROJECT REFERENCE NO. SHEET NO. slzl xingaom way, P-4405 / 4 suite loo Raleigh, NC 27607 R�W SHEET NO. Engineering NCLicenseNo� F-o25s ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER -L- PT Sta. 19+30.36 2' BASE TAIL DITCH SEE DETAIL B SLOPE = 0.64% DDE = 20 CY CLASS I RIP RAP � EST 17 TON EST 30 SY GT +50 90' + 33.41 5 25 2 5' SPECIAL CUT DITCH SEE DETAIL A +50 41' E __� - � -� i S 8�`°58'3.5�� r---_ - .----- l8 � w N 89°51'S8° R TY N`'' 10' X 10' PSRM 2�°97� N FOR EX. DITCH + 5 0 W � TIE TO PROP. 39' DITCH SPECIAL CUT DITCH +50 W/PSRM 39' SEE DETAIL D � i � � i� z �W _� w 61 A � N � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED o� � � �C� ti� /� F �� � S� DONALD PASCHALL�� DB 777 PG 197 Q PB 15 PG 73 X +oo � 130' Q +30 � +30.36 +00 ��O 115' �, 0 25' 36' <C. �- � pp ° ° E o� � w v� M a CLASS B RIP RAP EST 5 TON + 82.96 EST 14 SY GT , + 00 50'O +50 32; �c � 25' 38' i' ��/ , ���,1� f! �r • �;, �� ' � ,.. �� •.r � / ,�� -� , ..��•.::�� , ��/ � ��� �� , , . 1� I ,\ , . �.� .� .. .. . I `� 0 wW wo �� �; .� m �� ' � � +45 G 35' / � CIAL CUT DITCF. � SEE DETAIL A 'V' TAIL DITCH� +30.36 SEE DETAIL C 4 25' SLOPE = 1.8% DDE = 3 CY DONALD PASCHALL DB 777 PG 197 PB 15 PG 73 ' � � �'!.lII + 5� 2 5' �� o` � � � �, ti� OF �� � w + 9 'V 45' O + 70 • s 55' + 61.25 36.25' +84 �� Q 2 5' y � + 87.60 2 5' REMOVE � N 87°I6'24" E 27� � JOSEPHINE PASCHALL 93-E-156 DB 279 PG 1102 3 ROBERT L. PASCHALL s AND TO HIS HEIRS AND ASSIGNS 308 66�3"E DB 654 PG 230 � PB 4 PG 214 FOR -L- PROFILE, SEE SHEET 7 �� � � � � � � � Q � � �, � � �� �� Q �� � o� Lc �� �� � � �� O 3� �,�. � �� 0 N�� ��� o °�Y � DETAIL A SPECIAL CUT DITCH ( Not to Scale) Front �t Ditch Natural � p,'1 ,�gt Slope Ground ?• j p F\a Min. D= 1 Ft. FROM STA. 20 + 00 TO STA. 21 + 00 -L- RT FROM STA. 27 + 00 TO STA. 27 + 73 -L- RT FROM STA. 29 + 00 TO STA. 30 + 50 -L- LT FROM STA. 30 + 50 TO STA. 31 + 50 -L- RT DETAIL B STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2.� ,L.1 Ground D Min. D= 1 Ft. � B = 2 Ft. STA. 2 7+ 71 -L- LT Fi� �;� 5 00 °� o� o;�°' � � 9892-77-8862 CATHY 0. PASCHALL DB 4172 PG 568 � THE SOUTHERN LINE OF THIS s PARCEL WAS POINTED OUT BY THE `�s s LANDOWNER AND DOES NOT � � FiA CONFORM TO THE DESCRIPTION IN "� � DB 4172 PG 568 s � �� � �� o ` s ��` ISFD � � � / �� � Z � � < ������, +50 � ��' �� �`� 39 � � I � �I \A .. � � � t� +00 36' �� � G � � `' o � a � 50' .O O +I � 3! � z � � 0 � 050 �E I P� �� G v �/ � � i � � F � +39 � G �G +00 25' , 16' ACCESS EASEMENT DB 238 PG 1281 �SPECIAL CUT DITCH i SEE DETAIL A � DONALD PASCHALL DB 777 PG 197 PB 15 PG 73 4 � c� o ti ti ��" �W �,�o' \ � �5" / �/ � F F + 71.90 ,,, 2 5' 6 SUSAN G. MIKELS DB 317 PG 249 PB 15 PG 73 +71.90 2 5' DETAIL D SPECIAL CUT DITCH ( Not to Scale) � Front o Ditch Natural D��, ,�te� Slope Ground ?'I D F\a d Min. D= 1 Ft. Type of Liner= PSRM Max d= 1 Ft. FROM STA. 27 + 73 TO STA. 28 + 50 -L- RT FROM STA. 32 + 50 TO STA. 33 + 00 -L- RT MARY ALICE ELLIS CLAIBORNE 0. ELLIS DB 207 PG 776 PB 15 PG 73 7 �V -L - PT Sta. 2 +07.56 � � �m m° � � �o � �o � _ F � i i, ��. i ; � � � � � � ' , i � + 70 45' + 82 + 07.56 ,�46' 25' �i� �' � r� .,� � � � + 07.56 2 5' 20' X 10' PSI FOR DITCH TRANSITION � + 69.39 52.01' F +s2.s2 25' F � � � + 77.92 ��� F � 25' � \ F T . R °i ,.ra„ _ � C +50 ��`� - 35' _ _ \ C aN, DRAW F����u � i � i �,. i � � �� � � + 82 .32 + 16.74 25' 25' + 11.58 47.71' � >��''� tio �� �G' ti � -L- PC Sta. 22+7/.90 � C � E -L- PC Sta. 25+82.32 + 97.10 6� + 57.47 +57.47 � 2 5' + 08.83 2 5' l� / �--,�� - � � +57.47 + 25�57 4�0/ 2 5' SPECIAL CUT DITCH SEE DETAIL A e PROJECT REFERENCE NO. SHEET NO. 5121 Kingdom Way, P-4405 / 'Jr Suite 100 Raleigh, NC 27607 R�W SHEET NO. Engineering NCLicenseNo� F-o25s ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER / �qo 8� ��j 3� 0 q 2��� -L- PT Sta. 26+57.47 ROBERT L. PASCHALL 1 1-E-208 � DB 207 PG 444 � PB 15 PG 73 9 � ,�� � oti �o I � + 85 70' CLASS B RIP RAP �EST 5 TONS EST 14 SY GT +75 16' ACCESS EASEMENT i � +45 55' +00 DB 238 PG 1281 � , , 2y 50 SPECIAL CUT DITCH � 2' BASE TAIL DITCH � SEE DETAIL B i SLOPE = 1.86% � DDE = 10 CY + 00 + 60 . F + 55 70 25� p RE OVE �p' R + 00 Q4� � 2 5' i I �� � � �` .'� . : � �� � ��� ' ����'s ' � �� �N � ' .' ' �.,.... ��.;. ;LK'� SEE DETAIL A 20' X 10' PSRM � + 72.09 /8� � FOR DITCH � , TRANSITION I 25 25 ��' X� +25.68 ��0� �39� 25' + 00 � � C 44' 4� EIP \ � �\ 36� +70 �X +63 E � �v 25' +83 � 50' 25' � 50' + 50 F \ � SPECIAL CUT DITCH 42, C �\ w/PSRnn JOSEPINE P. MANGUM SEE DETAIL D OTIS C. MANGUM � DB 210 PG 152 8 PB 15 PG 73 +72.09 � 2 5' -L- Pl Sta 23+4/.44 Pl Sta 26+19.9/ �= 3/° 05' 28.3" IRT� 0= 4° l8' 2/.2" lRT) D= 22° 55' 05.9" D= 5° 43' 46.5" L = 135.66' L = 75.15' T = 69.55' T = 37.59' R = 250.00' R = 1,000.00' SE = 0.04 SE = 0.03 DS = 30 MPH DS = 35 MPH Pl Sta 29+98.89 0 = 3° 04' 12.9" (RT ) D = 5° 43' 46.5" L = 53.59' T = 26.8a R = 1,000.00' SE = 0.04 V = 35 MPH Pl Sta 32+17.87 0= 2° /3' 17.5" l LT J D = l° 54' 35.5" L = 116.32' T = 58.17' R = 3,000.00' SE = NC DS = 30 MPH ,ti�� �o �ti � -L- PC Sta. 29+72.09 +25.68 2 5' -L- PT Sta. 30+25.68 DUKE UNIVERSITY SCHOOL OF FORESTRY DB 108 PG 311.5 PB 3 PG 13 PB 3 PG 133 �� 1 � 44' N �6o F � � 8'�a + 73 5 /8 0�� �� X . N�o +59.70 ll8Sg6%S„F 25' 35' � C � R� F� F �C �r � \ � � F \� +5o F � 40' SPECIAL CUT DITCH � SEE DETAIL A +59.70 BM-2, ELEVATION = 471059' 25� N 827971 E 1998683 BL STATION 44+87000 50' RIGHT RR SPIKE IN BASE OF 22" POPLAR -L- PC Sta. 3/+59.70 0 �� �F � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FRED T. BROWNING SANDRA R. BROWNING DB 211 PG 590 DB 256 PG 1257 DB 364 PG 612 PB 21 PG 43 PB 15 PG 73 11 � �• Z � � +85 � + 50 45' 36' + 76.02 � EIP 25' � � + 90 c7 2 5' �N �8\� F O /g- 0 o � °g"F 0 � � � � +�� 2 5' SPECIAL CUT DITCH W/PSRM SEE DETAIL D -L- PT Sta.32+76.02 �� _.� �M l � Q F l� � + 95 V 2 5' � 45' � Z � �C.� � � FOR -L- PROFILE, SEE SHEETS 7& 8 � � � � � � � Q � � � � �� d-- �� Q �� � o� L� �� �� � � �� O 3� N�. � �l L N O N�� ��� o °�Y � DETAIL A SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural � �'1 �,�g< Slope Ground ?• j p F\a Min. D= 1 Ft. FROM STA. 33 + 00 TO STA. 33 + 10 -L- RT � 0 Z W 2 � DETAIL D SPECIAL CUT DITCH ( Not to Scale) t Front o Ditch Natural ��1 ,�+�e� Slope Ground ?'I D F\d d Min. D= 1 Ft. Type of liner= PSRM Max d= 1 Ft. FROM STA. 33 + 00 TO STA. 33 + 50 -L- RT N N�� 83 �R/0 Nq �oir / Fi,o � FRED T. BROWNING SANDRA R. BROWNING DB 211 PG 590 DB 256 PG 1257 DB 364 PG 612 PB 21 PG 43 PB 15 PG 73 11 I.�J 2' BASE TAIL DITCH �/ W/CLASS I RIPRAP vi EST 15 TONS EST 30 SY GT O +10 DDE = 3 CY 50' SLOPE = 3.30% EIP � +15 SEE DETAIL E 0 25' +06.95 ; Q 43.83' REMOVE M Fo 20 � +ao.oa r'� 6 \ � � '� � CH' / � � I D' ' � � FHW � F F DETAIL E STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� �,•.� Ground d � Filter Fabric B Min. D= 1 Ft. Max. d - 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class I Rip-Rap _ �� ti o �o �� � -L- PC Sta. 34+33.8/ STA. 33 + 05 -L- LT MICHAEL M. OSTOYICH VALENTINE A. OSTOYICH 1.3 DB 1080 PG 88 PB 49 PG 119 -L- PRC Sto. 37+86.24 � DO lV OT DIST URB r FENCE OR T REES I � ------ � F � `"' �° o W �E +�5 � � 0601 25� Z +15 � F 2 255 25' +�s E/8 TDE V 45' 46' � � TYP � + 33.81 2y � TOE PROTECTION-� � �' W/PSRM +40 / SPECIAL CUT DITCH SEE DETAIL F 40' W/PSRM SEE DETAIL D SPECIAL CUT DITCH SEE DETAIL A DUKE UNIVERSITY SCHOOL OF FORESTRY 10 DB 108 PG 311.5 PB 3 PG 13 PB 3 PG 133 TOE PROTECTION W/PSRM SEE DETAIL F N 62°35'52" E 18� � 414,38' � \ �P � F . F � � �'����° - - E F W /, TDE (GAP) ao' ' JOHN A. TAYLOR CLARICE D. TAYLOR DB 167 PG 275 +4�.,0 12 2 5' -L- PCC Sta. 35+42.10 � i � 1= 1 �1 F E + 91.51 2 5' -L- Pl Sta 34+88.46 Pl Sta 36f16.8/ Pl Sta 37+38.90 Pl Sfa 39+26.99 0= l9° 05' 30.8" (LTJ 0= 2° l5' 09.9" lLT) 0= 4° 3/' 22.7" lLT) �= 3/° 26' 38.7" lRT) D= l7° 37' 46.1" D= l° 30' 28.0" D= 4° 46' 28.7" D= ll° 27' 33.0" L= 108.30' L= 149.4/' L= 94.73' L= 274.40' T= 54.65' T= 74.7/' T= 47.39' T= 140.75' R= 325.00' R= 3,800.00' R= 1,200.00' R= 500.00' SE = 0.04 SE = RC SE = RC SE = 0.03 DS = 35 MPH DS = 45 MPH DS = 25 MPH DS = 25 MPH F DETAIL F TOE PROTECTION ( Not to Scale) �� NATURAL `L�'\ ��� GROUND ��' � d d = 1 Ft. FILL I7 = $ Ft. SLOPE Type of Liner= PSRM FROM STA. 33 + 05 TO STA. 36 + 00 -L- LT FROM STA. 34 + 25 TO STA. 36 + 50 -L- RT i I 1 � DETAIL G ROADWAY CUT DITCH ( Not to Scale) t Front o Ditch Natural ��, ,�+�et Slope Ground ?'I p Q\p d Min. D= 1 Ft. Type of Liner= PSRM Max. d= 1 Ft. FROM STA. 37 + 50 TO STA. 41 + 00 -L- RT i _ ,w`°� o � ww � � LUCILLE C. KING � 4 DB 234 PG 1529 PB 19 PG 185 � � r N +50 3 7' + 39.28 2� � +53.39 � /8� +00 25' � TYP 37� -- � - _ E �► �- E- C +86 2 E � 25' 4� �� �IS` +" +62.51 +14.93 �'F'� 40.48' ' I� +42.5' 55.71' c � �� DETAIL H STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground ?.� 1 Ground D �' � d Min. D= 1 Ft. Type of Liner= PSRM Max. d= 1 Ft. FROM STA. 41 + 00 TO STA. 41 + 62 -L- RT _ e� o° BM-39 ELEVATION = 457049' � tiw N 828570 E 1999558 � �w BL STATION 54+37000 215' LEFT � RR SPIKE IN BASE OF 15" TWIN SYCAMORE � + 00.00 2 5' GRADE TO DRAIN +19.17 + 75.00 60' 54.30' ��5`_ �, E C ��_ C .;��-, ., ���.. r.�_� ��� � 2 5 -� � v � � ROADWAY CUT DITCH EI � W/PSRM + 40 ,o P SEE DETAIL G 58.28' +80 �� oo`� ry + 15 o� �,,'��° 70' 65' � 14 MARK L. KING DB 2415 PG 291 / s PB 54 PG 131 w o -L- PCC Sta. 36+9/.5/ o�;°� �.5 �, � .�� ��o / � -L- PT Sta. 40+60 � � ti`N co`'' � � ��� / �� �5� eG � Q��PQ� �O � O� �O� 5 PROJECT REFERENCE NO. SHEET NO. 5121 Kingdom Way, P-4405 / 6 suite loo Raleigh, NC 27607 R�W SHEET NO. Engineering NCLicenseNo� F-o25s ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � S J�' � N ��O �°o � ^^ � Q c� �; Q o�� �N o°� m � Q�Q� ���� ��h �, �� Q� �,�°� G��� � Q-G O� � �o ��' ��O E N D TI P PROJ ECT P-44051 �, ,�� -L- POT 41 + 13.50 BOBBY C. COUCH �, SHIRLEY COUCH 16 DB 4277 PG 122 PB 104 PG 77 � T�F � ,� ,`O�' +35 33' /+ 75 35' ? + 82 � � + 69 39'/� �� + 45 52' / 'V' TAIL DITCH W/PSRM SLOPE =1.5% DDE = 65 CY SEE DETAIL H / ' -L- POT Sta. 42+50.00 BOBBY C. COUCH SHIRLEY COUCH - DB 4277 PG 122 ,� 1 6 PB 104 PG 77 � ETAIN � r� . �� � \� \ \ BOBBY C. COUCH Syo�NqccF \F DBHI 2LEY POU122 \ S `CA ��V pe �S PB 104 PG 77 s� \ �9 pCFi�T Sr� \ 18S 9�'� F \ \� \ \F \ \ \� \ 16 BoBBY c. coucH \ SHIRLEY COUCH \ DB 4277 PG 122 PB 104 PG 77 \ � BOBBY C. COUCH SHIRLEY COUCH DB 4277 PG 122 PB 104 PG 77 FOR -L- PROFILE, SEE SHEETS 8& 9 PROJECT REFERENCE NO. SHEET NO. , 5121 Kingdom Way, P-4405 / 7 Suite 100 _ _ __ � _ , I_ -I__ _' _ i . Raleigh, NC 27607 ROADWAY DESIGN HYDRAULICS __ __ Eng�nQ.p.r�ng NCLicenseNo� F-o258 ENGINEER ENGINEER I I I I I II , �i I , � I� � A , , , , , , , , i i � II i � � � i i DOCUMENT NOT CONSIDERED FINAL , i I � I !, � � i, I i ,� � � � UNLESS ALL SIGNATURES COMPLETED , , : : , , I I i I !I II il II , ! II II l i II II II , , , , , I , , i I ! i I I I i I ,i ' j i , , , il , I I I �i i i II , I �I I ' I i � � i l I i I I I I I i , , , , , , , , i I ,I II I II I i i I i I I I I I I I I Ii i I� ii , � I � � , , , ,II , , I �� �ill I I III I II II , , , , , I , , , , � � i I I ��, PIPE HYDRAULIC DAT A � � � � Stae l7 +50 —L — 24" RCP � �'� i � � � � � ; DRAINAGE AREA = 4 AC DESIGN FREQUENCY = 25 YRS I' '� i BE lN RAD � � I I I � � DESIGN DISCHARGE _ l2 CFS ! I'� i '� � � � � , � � � � � ELe = 47 e80' �� DESIGN HW ELEVATION = 463,0 FT �� �� , � � � � T lE T 0 XlS lNG AV E EN i l00 YEAR DISCHARGE _ l4 CFS I, i l00 YEAR HW ELEV AT lON = 463e2 FT � � � i� OVERTOPPING FREQUENCY = 100+ YRS � � : I i'� � OVERTOPPING DISCHARGE _ l8 CFS I��� I I I ' , , � 463e6 FT � � � OVERTOPPING ELEVATION = i '� Pl =_ ll 25.0 '� �� �� ��I � _ V-- l 0' Pl l4 D.0 �,I �I � 'I K— 3 EL = 4 9.49' Pl = l5+ 5.00 I', '� � � — . � i I� �'� '� K 68 V C l00 � Pl = l9 00.0 ''� '� _ � � � I ; � , _ K= �g '� E= 2.5 ' , i __ . ° ' � : : : : : -_DS 40 MP :-- - : : -- : ---: � � = : : : --- : _ : : : -_ : : : : - : : : : : : : — _ : --- : : : -1 � '�_ � -- _ � � � _ . i 2,9 y -- —___ ---- — — — - � _ . � �± �, � 7 _ _ � �— � (_1 &642 e . _— _ _ _ __ _— _ o . _ _ _ . . ° , -- _ _ - . _ _ . o d � --- . . . . - _ _ __ __ _ _ _ . � -� �i �I _ — .-'� , - _ _ � � � � N � — � �_ I_ J _ �_ i- : � - � � � -- , _ _ - . o � — — - �� ii 1_ I_ �n —� i � - 50 � -- — � a � i _ _ _ _ _ ._ _ _ �r, '---- • . , � '- - _ _ � - i I i _ V p ' ! 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' ! _I I_ II ' ' '-I _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _I I 1j I li. . � - il � !_ I . i� - _ . _ . . _ _ . _ _ _ _ _ . . _ _ - _ _ II . - . . _ . . _ _. . _- . __. . _ _ I . . _ _. . , . _ . . . . _ . . _- . __ . _ _ _ - _ _ _ _ _ . _ , _ _I I_ I J _ _ _ - _ _ . . _ _ _ _ _ I_ I I_ I _ _li '_ II _ _ - --- _ _ _ _ _ - - - _ _ _ _ _ _ , _I II � . . . . . . . . . � i_ _ _--- - __ _- _ --- . _ - - -- _ _ - - -- -- - ---- _ — - _ , � -- _ i _I I_ I -- _ _ _ li � _. I _ I I I I_ I _ _ _ _I �i � ,I I , � I �I - I _ _ I I I c,. _-------' _ _ . : _ _ _ _ n II III I I i li II II II I I � I II I II i - . - . __ _- . - . _ _ __ _ . _ --. . - - -- _ . _ - _ -- _ _ _- . _I I I II II -. __ _ __ . _. . -I -� _ _ _ r _ . - --- . - _ . . _ _ --- . _ _ _ _ _- - . - _ . _ _ _ , _ _ 1 I I s� i � -1 I _ . , -I _ _ _ _ _ . . _ _ _ i -i I_ I _ _ _ _ _ _ _ _ _I �i __ _ I I . -__ . � - _ _! �I J !r _ . !I - _ . _ _ _ - . _ _ _ . _ _ _ - _ _ -_ _ - _ _ - _II II �� ---- _ --- -_ _ . _ _ _ _ _ _ _ _ -_ _ _ � , � I�� ' -- - - _ . - -- --- -- _ ----- I I � - . _ -- - ----- - . - � � � � � � � � � � � _ i-_ i i-_ I!-_i_ !-_i_!_ . I__ i_i i__ _i i-_�_ . I_ I_ - I.. i__i_i_ � i__ i i i__i_ � I i I i i , . . . _ _ . I - � _ _ -_ _-_ . . . . , . . -- - -� -� -_ _ __ . . - _. ----- - ---_.. r� _ I _ _ . _ „ ic- _ _ _ _ _ _ - _ _ - . �_ _ . . . . i _ . . . . . _ . . - . . . II , 1 L -_ I _ _ I I 1_ � cL l� _ _ ' _ _ - _ II I I I_ / i � _ � ' �i_ il _ _ _ FOR —L— PLAN, SEE SHEETS 4& 5 �� i o' _. _ -. _ __ _. _ _ __ _ . _ --- __ . _ _ _ _ . _ ___ _ ��' � ___ - ---- _-__ ----- _ —_ _--- ----- ---- _ _ . _--- ----- ---- _ __ _ _I 1-- ----- ---- _ - _ _. __ -. _-_ _-__ _. _ _ _ _-_-_ _-_ __-_ __-__ -_-_ _-_- ---_ __. _ . . _. _ _. _ __. _ __-_ - _-_-_ _-_ .-_ ------- -_-_ _-__ ---__-_ _-_-_ _-_ . ----__-__ _ -_-_ _. . . 1_ !_ r� u_ �I ' � �i i � � N� �'� 11 12 13 14 15 16 17 18 19 20 21 22 23 24 �, � o� PROJECT REFERENCE NO. SHEET NO. , 5121 Kingdom Way, P-4405 / 8 Suite 100 _ _ __ � _ , I_ -I__ _' _ i . Raleigh, NC 27607 ROADWAY DESIGN HYDRAULICS __ __ Eng�nQ.p.r�ng NCLicenseNo� F-o258 ENGINEER ENGINEER I I I I I II , �i I , � I� � A , , , , , , , , i i � II i � � � i i DOCUMENT NOT CONSIDERED FINAL , i I � I !, � � i, I i ,� � � � UNLESS ALL SIGNATURES COMPLETED , , : : , , I I i I !I II il II , ! II II l i II II II , , , , , I , , i I ! i I I I i I ,i ' j i , , , il , I I I �i i i II , I �I I ' I i � � i l I i I I I I I i , , , , , , , , i I ,I II I II I i i I i I I I I I I I I Ii i I� ii , � I � � , , , ,II , , I �� �ill I I I , I i , � PIPE HYDRAULIC DAT A I, �' I' PIPE HYDR ULIC DAT stao 33+07 —L— 36° RcP ''' '' ' I A A � � ' Sta, 27+72 —L— 24" RCP DRAINAGE AREA = l6 AC � � DRAINAGE AREA = 3 AC DESIGN FREQUENCY = 25 YRS ''' � � � _ il i � DESIGN FREQUENCY = 25 YRS DESIGN DISCHARGE — 34 CFS � � � � DESIGN DISCHARGE _ l0 CFS DESIGN HW ELEVATION = 46308 FT Pl 37; 15.0 � , i '� DESIGN HW ELEV AT lON = 466e6 FT l00 YEAR DISCHARGE = 40 CFS EL ='� 4.36' I l00 YEAR DISCHARGE _ l2 CFS l00 YEAR HW ELEVATION = 464e1 FT = i � � — f K /9 �, � l00 YEAR HW ELEV AT lON = 466a8 FT OV ERT OPPING FREQUENCY 500 YRS OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING DISCHARGE = 49 CFS �S � i�P I — = 46506 FT � � OVERTOPPING DISCHARGE 28 CFS BM #2 OVERTOPPING ELEVATION OVERTOPPING ELEVATION = 469J FT RR sP�KE �N BASE OF 22�� POPLAR o �', '', � ', , '', — ' 20 ° ' r�� ./� � L- STA. 30+46.84, OFFSET 31.66 RT �p II I ELEV - 471.59' �,Q � � ..3� V e i = , Pl = 2 f00. 0 �� L= 460. 2' � �I I Pl = 3 +00. 0 _ —` ` ' _ , I � � � , V_-- l 0' Pl = 2+00. 0 V= 00' o� —� � I I'� I I K- 3 E- 7.87 K= 3� +� S 25 MPH � I'� '� � � - _ — M � �, I lil i K= 3 a w �' ��i� �!i : I, o i D= 5 M H � J � � , e _ .9� _ , �_�, � _ � o — 3, , � _ � 9/ . � +� .66� /5�j - : : . � _ _ _ _ _ _ _ _ _ __ _ -- - - - - - _ _ _ _ _ _ _ x ,, _— �� � � , x -�29 0/ _ _ _ _ - - . � _ _ _ _ _ _ _ � �� �, � � � � � � � — �� , � �- � �y� � � , , � _ , � � ��� � �� � r , ,� �� , �. , � � ,�, . , , . � ;. , _<,�_�_ _. ., .� i �� x� <�. _ _ --- . . __ _ - _ _ . . � ., � ,� � ; � _ �, __ __ _ _ _ _ !�� . , � � -- .�� , . , . ., , , .� :x: � �. ��. ;�_ � � �. � - -, _� � � - __ __ � �� � �.�, ,,. x ; , , ;, X ,. ; , � . s � i_. 1 i � � � _ � � n r� . -- �� ` � , � /� � . '-- ��- - - � ��' - -- - - , 5� � , � I '� : �� I_ , . • • 0 . - - . ,�, � _ _� - � ___ , _ 4.37• , 8 _,,, 2 - _ i - i _ i i i. i i i i i i i i i i i — i i i � II i i ' �� � _ _ _ . . J _ � _ - _ _ . _ C : � '� �-�a ° _ _ _ _ I I -I I � -i ' , , � _ __ _: � _ � . _ _ _ _ _ .� - - , _ _ . . _ _ _ 'i i i i i i ii ii ii �°`� ! -i- � i i �r�-- �°°• _ _ "' .� _ �_ _ -_ _ ° : : _ .__. � II Iii o ao _ . � O �, --_ _ O � - � -- - _ _ - _ � _ _ � ----- -- _ - — I I I I � . . . .� � + � ! _ , � r = o e� Q + � . _ . _ _ ,n � ��- _ r __ _ . - _ � _-_ _ � . - _ __ _ _ - I � i� I _ I � �` � v. --_ - + �p p �-- _ _ -- - --- - - - _I-,- -, , 1-I- li I- N - . I i'M . _I- � I -I-' � dp �. .� . ' - . ---- _ - M � - Lf) . - . 2 Ln � - - . _ CQ - _ � . _ �`— -- - . ---- - -----_. . - _ . - - - -li I—, -- - ___ .- - _ - . _ _ _ z • ? �` _. - � _- '}' CO � . _ _ � . _ 4 - . .. . . _ . . I-, � I � � � I ' -. - - � Q w + - p N . U, Q � - - , � _ � L2 + CD - U O . � = O . - - -- I W F— J . r- ,� w�� Q w �„� � F— —� �; I::f) I+r� �. U ln f� I_ I m N W N � Q W OD (R W H J .] p 1'� � 0+ Cp_ �p �+ eS� _ Q • W N LJ . � J — p Q- W M_,_ — O 0 M , _ . _ , I I I F, Nw ZHJ ZQ� M� Q> _ - I II I � _— II _ .—_ W V)LJ mNIW M> wNW _ _ _I II I i � � - — H J __ ! N w I II I _ _ _ II II I --- — --- --- -- ° — —I — --- °-- -- — — —I— — °— --- _ —I — °-- -- ° — -- . . — . _ — . — . _ . . — . — _ ---- . . _— — -- _ ---- . _ -- ---- --- _ -- ---_ _. . . . . _ — --- . . _— . . _. . . _ _ . . . — . _ _ _ . . . — . i I_ I . _ _ _ _ _ _ _ _ _ I 1 I Ii .� II ! - __ _ _. . _ . _ - __ _ _ - _ I . _ I I _ _ _ _ _ _ - _ I_! ' ! _I I_ II ' ' '-I _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _I I 1j I li. . � - il � !_ I . i� - _ . _ . . _ _ . _ _ _ _ _ . . _ _ - _ _ II . - . . _ . . _ _. . _- . __. . _ _ I . . _ _. . , . _ . . . . _ . . _- . __ . _ _ _ - _ _ _ _ _ . _ , _ _I I_ I J _ _ _ - _ _ . . _ _ _ _ _ I_ I I_ I _ _li '_ II _ _ - --- _ _ _ _ _ - - - _ _ _ _ _ _ , _I II � . . . . . . . . . � i_ _ _--- - __ _- _ --- . _ - - -- _ _ - - -- -- - ---- _ - - _ , � -- _ i _I I_ I -- _ _ _ li _. _ I_ _ _ _ _I ri I I I li I II III �� i �I il , � I �I - _ _ I I I c,. _-------' _ _ . : _ _ _ _ _ n II II I I i li II II II I I � I II I II i - . - . __ _- . - . _ _ __ _ . _ --. . - - -- _ . _ - _ -- _ _ _- . _I I I II II -. __ _ __ . _. . -I -� _ _ _ r _ . - --- . - _ . . _ _ --- . _ _ _ _ _- - . - _ . _ _ _ , _ _ 1 I I s� i � -I _ . , -I _ _ _ _ _ . . _ _ _ _ , I i � -i I li 1- li i -i _ _ _ _ _ . - -. - - . -. _ . - . J li_ I i _- _ � � _ __ . I - _ _ r _ . I - _ . _ -. - . _ . _ . _ -. - _ ' � I �� ---- _ __- - _ . _ _ _ _ _ _ _ -_ _ , � , � I � II�� � _ _ . - -- --- - . _ I � - . _ -- - ----- - -- - . - � � � � � � � � � � � _ I-_ i I-_ I I-_i_ !-_i_!_ .. I__ i_i i__ _i i__�_ .. I_ I_ _ I.. i__i_i_ � i__ i i i-_i_ i_I_i_I_ i i _ . I --------- . . _ � ,, I �I � . . _ _ . _ -_ _ __ . _ -- _. -_ -- _ --- _. . - _ r� _ I - - . y 11 �, - - - - - - �/ i� _i_ _ _ -- - - . - _ - - - -- _ _ _ _ ' II ° �� : _ : - : : UNDERCUT EXCAVATION li_ � ��� -_ . _ _ _ - - _ _ i _ ; � _ � ' �i_ il _ _ _ FOR -L- PLAN, SEE SHEETS 5& 6 �� i o _ -. —_ __ _ _ _ _ . _ --- __ . _ _ _ _ . _ ___ __ �� - -- - � 11 i c� ___ - ---- _—__ ----- _ —_ _--- ----- ----- _ _ _--- ----- ---- ___ _ - -- ----- ---- __—_ _—__ _—_—_ _. __ _. _ _ _ _—_—_ _—_ __—_ __—__ . _—_ _—_ - ---_ __. _ . . _—_ _—_ __. _ __—_ _ _—_—_ _—_ .—_ ------- —_—_ _. __ ---__. _ . _—_—_ _—_ . ---__—__ _ —_—_ _. . . � r�u_ �I I I� 1 I� � �o �'� 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 �, � o� PROJECT REFERENCE NO. SHEET NO. , 5121 Kingdom Way, P-4405 / 9 Suite 100 _ _ __ � _ , I_ -I__ _' _ i . Raleigh, NC 27607 ROADWAY DESIGN HYDRAULICS __ __ Eng�nQ.p.r�ng NCLicenseNo� F-o258 ENGINEER ENGINEER I I I I I II , �i I , � I� � A , , , , , , , , i i � II i � � � i i DOCUMENT NOT CONSIDERED FINAL , i I � I !, � � i, I i ,� � � � UNLESS ALL SIGNATURES COMPLETED , , : : , , I I i I !I II il II , ! II II l i II II II , , , , , I , , i I ! i I I I i I ,i ' j i , , , il , I I I �i i i II , I �I I ' I i � � i l I i I I I I I i , , , , , , , , i I ,I II I II I i i I i I I I I I I I I Ii i I� ii , � I � � , , , ,II , , I �� �ill I I III I II II , , , , , I , , , , � � i I I � I I , I , ! ! I I I I ! I I I I I I I I i ,i , I i „ I I �i I , i i i I i , , I I BM #3 I�I �I 'II I , O i -- � � � RR SPIKE IN BASE OF 15 TWIN SYCAMORE � , , , I , , -L- STA. 40+38.68, OFFSET 228.53' LT ii li I ' i ELEV = 45 7.49' + � i � � � i , , , , , , i , � � ° O� I I II i I II ' ' ' ' �I �I �I ' ' P OP ED GRA E U E c � � � ��� �!, ! I' � ii � - � J � � �� I L= 74.0 ' i w � � II _ , � = Q � �I �ii � �!i S = 30 PH ' ! � '� i!� �� � i ii ii i i i � � il , _ _ �i _ _ i _ _ , � _ _��� �� i _ �// j/ � _-_ _ _ _- _ __ ___ _ _ _- __ _ --- . __ . I i �i� i� _ ! _ __ � _, _ _ _� ! �� ___�_� _ __ --- _ _ � J3 — . _ _ _ _ _ _ _i �i_ _�i _ --° ��2 � _ � � _ _ _ . . _ _ _ _ _ i_. i i � �� �� � _ i, I_ _!-- _I! _ _ -- — --- _ _ _ - . . � --- __ _ _ . . - _ - - . _ . . __ _ . _ _ , _ _ — — � _ _ _ _ _ _ _I I_ _ . _ _ _ I_ I _I I_ _ _ _ _ _ _I I I_ � EXl TtNG GRO- ND lNE - _ _ _ � _� � _ '_ � _ . _ ii i i ii iii ii i i i_ ii i iII II I ii i iiii i _ - _ _ _ _- . _ _ _ _ _ _ - - _ _ _ _ _I _ II I ! I I I � I I � � . . . _. . _ _ . _ . _ _ _ _ . . _ . _ - _I I I . I I _ - -- - _ . I I I I_ I II I I II _ - . _ _ — — -. _ _. . _ - _ - — -- . - . _ _- -- _ ---- II I-I I II li .� il ! - __ . _ - - - _ - _ - - - _ _ _ _ . _ . _ , _ I , _ - - . - - -- - _ -- -- - _I-- � -� � � � ,- I-I-� � '_ _ ---_ _-_ — _ -- -__ . _ - - . ----- . - - --__ — _ — -- - _ ---- - -----_. _ - _ _ - - _I _ I-I-I- I-I-I ., � �� _� I-I- I-I-I- I, . I-I I-I- I �, I-I-I- I-I-I , � �� _� � . ---- --- �, , , ----- - ----- . _ ___ ._ .________-_ ___ . . . . . . . . . . . . . _ _-_ _ __ _ __ _-_ __ _ _ _ _--_ _ _ .. _ __ _ _ _ I . _ _ _ _ _ _ I . . _ _ . _ , 11 _ _ _ I_ _ _ _ _ I_ 1 II _ � _ _ _ _ _ _I - _ _ _ _ _ _ II - -. - - - � - �� i , II i II I i --- - --- --- -- - - -I - --- --- -- ---- —. _ — --- —. . _ . _ - --- . . __ . . _. . . _ _ . . . _ . _ _ -- - - -I _ -- --- - -I - --- -- - - -- . . _ . _ _ . . . _ . . . . . _ ---- . . _. - . . _ --- - _ . . . - _ _ . i I_ I . _ _ _ _ _ _ _ _ - .� II ! - __ _ _. . _ . _ - __ _ _ - I_, il . 1 II il _ _ _ _ _ _ - _ I_! ' ! _I I_ II ' ' '-I _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _I I 1j I li. . � - il � !_ I . i� - _ . _ . . _ _ . _ _ _ _ _ . . _ _ - _ _ II . - . . _ . . _ _. . _- . __. . _ _ I . . _ _. . , . _ . . . . _ . . _- . __ . _ _ _ - _ _ _ _ _ . _ , _ _I I_ I J _ _ _ - _ _ . . _ _ _ _ _ I_ I I_ I _ _li '_ II _ _ - --- _ _ _ _ _ - - - _ _ _ _ _ _ , _I II � . . . . . . . . . � i_ _ _--- - __ _- _ --- . _ - - -- _ _ - - -- -- - ---- _ — - _ , � -- _ i _I I_ I -- _ _ _ li � _. I _ I I I I_ I _ _ _ _I I III �i i �I II , � I �I - _ _ I I I c,. _-------' _ _ . : _ i _ _ _ _ n II II I I i li II II II I I � I II I II I - . - . __ _- . - . _ _ __ _ . _ --. . - - -- _ . _ - _ -- _ _ _- . _I I I II II -. __ _ __ . _. . -I -� _ _ _ r _ . - --- . - _ . . _ _ --- . _ _ _ _ _- - . - _ . _ _ _ , _ _ 1 I I s� i � -1 I _ . , -I _ _ _ _ _ . . _ _ _ i -i I_ I _ _ _ _ _ _ _ _ _I �i __ _ I I . -__ . � - _ _! �I J !r _ . !I - _ . _ _ _ - . _ _ _ . _ _ _ - _ _ -_ _ - _ _ - _II II �� ---- _ --- -_ _ . _ _ _ _ _ _ _ _ -_ _ _ � , � I�� ' -- - - _ . - -- --- -- _ ----- I I � - . _ -- - ----- - . - � � � � � � � � � � � _ i-_ i i-_ I!-_i_ !-_i_!_ . I__ i_i i__ _i i-_�_ . I_ I_ - I.. i__i_i_ � i__ i i i__i_ � I i I i i , . . . _ _ . I - � _ _ -_ _-_ . . . . , . . -- - -� -� -_ _ __ . . - _. ----- - ---_.. r� _ I _ _ . _ „ ic- _ _ _ _ _ _ - _ _ - . �_ _ . . . . i _ . . . . . _ . . - . . . II , 1 L -_ I _ _ I I 1_ � cL I� _ _ ' _ _ - _ II I I I / I I � _ �� � _' �i_ il _ _ _ FOR -L- PLAN, SEE SHEET 6 0 3 �-- . . _ _ _ _. _ _-- _ _ _ _ _ _—__— _ _ _ _ _ _ ___ _ � il __ c�, ___ — ---- _—__ ----- _ —_ _--- ----- ---- _ _--- ----- ----- _ __ _ — -- -- -- ---- _ —_ _—__ _—_—_ _—__ _. _ _ _—_—_ _—_ __—_ __—__ . _—_ _—_ — -----__—_ _—_—_ _—_ __. _ __—_ _ _—_—_ _—_ ---------- —_—_ _—__ ---__. _ _—_—_ _—_ . ---__—__ _ —_—_ _. . . � r�u_ �I I� 1 I� � �o �'� 38 39 40 41 ,, � o�