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Home My WebLink About20151218 Ver 1_12 P4405K_plans_151120_20151123� �_ �� O � i � n �U / z �o� �z �� o� �, � z o�z � �W O�Yu �� 0 � � � ., � � •, See Sheet � A For I ndex of Sheets See Sheet � B For Conventional Symbols BEGI1� C01�ST EYI- STA. l2 + 50.00 BEGI1� TIP PR4JECT P-440� K I'C STA 10 + 19. 76 -L- NCDOT CONTACT: DAN HAVENER, PE PROJECT MANAGER ��''�� ' �`��J� J�J� ��J��'�,�� LOCATI01�: BYRDSVILLE R�AD - EXTE1�S101� FROM 1�S/1�CRR TO 1�C 86 A11 tD CR �SSI1�G CLOS URE TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�A GE A1�D C UL VER T � ��__ oJ � �� i v ,yv =c� � ,�o �% c '�� rF � Fy2, � �qR� R �-- O� � � _� , ,- �v ,yv � �v Q v� �O �> .� ��, , ,, � )I �� .� � �; �, �, ��) ��,� �� _— ��=- _----___--- � / _— _._— � / ---t� ---------------�� I // � , I i � �i i I � � � �� i �� ' � � � \ / �,i � � E1�D C01�ST EYI- STA.16 + 60.00 E1�D C01�lST DRI- STA. l2 + 22.46 E1�D TIP PR OJECT P-4405 I� POC STA 54 + 15.16 -L- . . DESIGN EXCEPTION REQUIRED � 1 STATE STATE PROJECT REFERENCE NO. �� RECOVERY.GOV �� P-4 4 0 5 K STATE PROJ. NO. F. A. PROJ. NO. � 62000.7.STR28Tl B 43219.2.STR01 P4405K 62000.7.STR30T4 ys � �ti �� 0 o� � �o=; �� -- � ��° �: �' �' � �,�m %'— — /— ___ ___� =-� � .� ��.�—� �� _1-: — — �� - — % �, ., _ — — —1 I \ /,,;;, . � � � -__'. i i I I � l — �� II �� II ----- I -- �l____— I � � �,r I � �; I � I �I I r f� Il II �� I` --__ - --_ �r - L - �; � " � ,�- i� �i BYRDSVILLE R� � � �' ',r �! , I � �� I � I -- _— BEGl1� CUL VERT -L- STA. �1 + 41.81 �, /� /i � ,j � . I �i I __ I h ;� � �\�O I � �'p� I �\. � ; \�� I � ,� __— _-- ��— �: ;� ;, s \��ti � �� F � �� u, ��. �� DESCRIPTION PE ROW CONST � � cY °o 00 N o� QN ZZ BEGI1� C011tST -Y- STA.12 + 58.43 E11tD C01VST -Y- STA.13 + 11.75 BEGI11t C0111ST DRl- STA.10 + 00. E11tD C01�ST DR2- STA.10 + 85.91 BEGI1� C011tST DR2- STA.10 + 00.00 E11tD CUL VERT -L- STA. �1 + 64.19 �� d9� N�°1C U�IE 1F�R 1[8% W.��Q��Td�d°Il°d�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED S UBMITTAL: P LAN S DATE: NOVEMBER 20, 2015 GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH Prepared In the Offlce of: HYDRAULICS E1�GI11�EER o� �o�p� 5121 Kingdom Way, � � ADT 2 015 = 400 Suite loo 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 LEIVGTH ROADWAY TIP PR�JECT P-4405 K= 0.828 MILE PE o� p�p�� SIGNATURE: �� N� �� 50 25 0 50 �oo T= %* LEI�GTH STRUCTURE TIP PROJECT P-4405 K= 0.004 MILE RIGHT OF WAY DATE: DAVID C. WALLER, PE a ��N��N PROJECT ENGINEER ROADWAY DESIG11t *• �.,,� V= 3 0 M P H MA RC H 11, 2 O l 5 E1VGIIVEER RAIL DI VISI�.�N PROFILE (HORIZONTAL) * TTST = TOTAL LE1VGTH TIP PROJECT P-4405 K= 0.832 MILE �� l0 5 0 l0 2p * DUAL = LETTI11lG DATE: ALEXANDER D. SNIDER, PE �� FUNC CLASS =SUBDIVISION MARCH 22, ZO�6 I'ROJECT DESIGN ENGINEER `�J 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 K 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 � 0+02.9200 836718.4540 1976524.2376 2 L � �+oo.0000 836642.3223 1976579.7098 3 L �2+00.0000 836544.3717 1976599.6221 4 L � 3+00.0000 836445.9523 1976617.3312 5 L �4+00.0000 836347.5216 1976634.9773 6 L �5+00.0000 836248.7995 1976650.8964 7 L �6+00.0000 836149.7299 1976664.4843 8 L �7+00.0000 836063.5961 1976711.5593 9 L �s+oo.0000 836025.0145 1976801.8174 10 L �g+oo.0000 836025.0691 1976901.8076 11 L 20+00.0000 836025.5502 1977001.8064 12 L 20+31.5400 836025.7020 1977033.3471 13 L 20+67.2500 R 2 836025.7020 1977033.3471 14 L 2�+00.000o R 2 836025.8596 1977066.0967 15 L 22+00.000o R 2 836026.3407 1977166.0956 16 L 23+00.000o R 2 836019.2220 1977265.1802 17 L 24+00.000o R 2 835948.3677 1977330.8281 18 L 25+00.000o R 2 835848.8343 1977336.6000 19 L 26+00.000o R 2 835748.8469 1977338.1907 20 L 2�+00.000o R2 835648.8592 1977339.7574 21 L 2a+oo.0000 R 2 835548.8643 1977340.7315 22 L 29+00.000o R 2 835448.8660 1977341.3194 23 L 30+00.000o R 2 835357.5091 1977374.6739 24 L 3�+00.000o R 2 835320.5173 1977464.4856 25 L 32+00.000o R 2 835329.4952 1977564.0762 26 L 33+00.000o R 2 835338.7386 1977663.6480 27 L 34+00.000o R 2 835347.9820 1977763.2199 28 L 35+00.000o R 2 835357.2255 1977862.7918 29 L 36+00.000o R 2 835366.4689 1977962.3637 30 L 3�+00.000o R 2 835375.7123 1978061.9356 31 L 3a+oo.0000 R 2 835384.9557 1978161.5074 32 L 39+00.000o R 2 835397.8282 1978260.5941 33 L 40+00.000o R 2 835428.5027 1978355.6100 34 L 4�+00.000o R 2 835451.6783 1978452.5381 35 L 42+00.000o R 2 835455.6503 1978552.4495 36 L 43+00.000o R 2 835458.2397 1978652.4124 37 L 44+00.000o R 2 835457.0225 1978752.3980 38 L 45+00.000o R 2 835452.6279 1978852.3006 39 L 46+00.000o R 2 835448.0101 1978952.1939 40 L 4�+00.000o R 2 835444.1835 1979052.0967 41 L 48+00.000o R 2 835481.4901 1979142.8893 42 L 49+00.000o R 2 835562.8260 1979200.2906 43 L 50+00.000o R 2 835648.2627 1979252.2572 44 L 5�+00.000o R 2 835738.8582 1979294.1997 45 L 52+00.000o R 2 835834.9996 1979321.6427 46 L 53+00.000o R 2 835931.4575 1979348.0221 47 L 54+00.000o R 2 836029.1630 1979368.9849 48 L 55+00.000o R 2 836128.7811 1979376.8225 49 L 55+54.4800 R 2 836183.2359 1979375.4895 50 DR1 10+00.00 836079.9795 1979374.6533 51 DR1 11+00.00 836177.4638 1979357.6175 52 DR1 12+00.00 836258.9381 1979300.2317 53 DR1 12+22.46 836276.4137 1979286.1240 54 DR2 10+00.00 836030.7297 1979415.8965 55 DR2 10+85.91 836027.0210 1979493.2714 56 EY1 10+00.00 836525.4950 1976424.0479 57 EY1 11 +00.00 836614.0174 1976470.5643 58 EY1 12+00.00 836702.8557 1976516.4701 59 EY1 13+00.00 836792.8665 1976560.0295 60 EY1 14+00.00 836884.0369 1976601.1069 61 EY1 15+00.00 836976.3135 1976639.6333 62 EY1 16+00.00 837070.1933 1976674.0467 63 EY1 17+00.00 837165.7534 1976703.4738 64 EY1 18+00.00 837262.7293 1976727.8329 65 EY1 19+00.00 837360.8524 1976747.0567 66 EY1 19+11.29 837371.9928 1976748.9023 67 Y 10+00.00 836622.6509 1979499.1846 68 Y 11 +00.00 836526.0484 1979473.3397 69 Y 12+00.00 836429.4459 1979447.4949 70 Y 13+00.00 836334.7200 1979416.0385 71 Y 13+26.34 836311.3946 1979403.8054 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CENT'E1�INE COORDINATE LlS�'' 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) � v 0 U Z • � : .� �, i ..• • • � : �� i � � ' � � • � � • � � � • � � � • � -i � � � � � � � • ' • � : • � • • • • � • ' ' • • • � • • ' • , � � , � , � � � , � � / ' • 1 • • • • _ • � • • • • �. � � � I 1 � � � �,• , � � � 1 ��1 � I �'.� �'�. • - • � 1�'1 � - • • • • s �� - � �.�. • I _ _ _ � �� • - • • 1 � " • • � • • - � � :• ' 1 1 1 1 ' I �� _ _ - • _ � • � � • . 1 � � � � � • � � � �'�' .� �. _ . - � •' • • � • � � - - - - � • C• - - � " • • • � � - - - - - - � � _ _ •• �� • • � � m � � -_ '� '�------------------------------- '� ----.----.____—..----■■■■■■■■■■■■■■--- � � .-- _ _ _- ......................................... __ __—....--■■■■■■■■■■■■■■ ---- � �' m � � -___- .......................................m.____—....--■■■■■■■■■■■■■■---� .-- _ _ _- ......................................... __ __—....--■■■■■■■■■■■■■■ ---- m � 1 -_ • • � • : ' ------------------------------- " ----.----.____—..----■■■■■■■■■■■■■■---� --- _ _ _ --------------------- ---------------- ----- __ __—..-. --■■■■■■■■■■■■■■ — — — — ' � m �� -_� • 1 - .................................. 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'� ......-...____-....--■■■■■■■■■■■■■■---- 11 ---_ •_ ,_------------------------------------------____-..-.--■■■■■■■■■■■■■■---- m�- _ � � --------------------- ----------m----. ----. __ __-..-. --■■■■■■■■■■■■■■ - - - - • „ .--_ •_ •_- .........................................____-....--■■■■■■■■■■■■■■---- m�- _ � �- ......................m.................. __ __-....--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- �� ' � �� -___----------------------------------------�.____-..-.--■■■■■■■■■■■■■■---- --- _ _ _ --------------------- ---------------- ----- __ __-..-. --■■■■■■■■■■■■■■ - - - - � � m '� -___- .......................................m.____-....--■■■■■■■■■■■■■■---- .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- � � m '� -___- .......................................m.____-....--■■■■■■■■■■■■■■---� --- _ _ _ --------------------- ---------------- ----- __ __-..-. --■■■■■■■■■■■■■■ - - - - � m •1 -_ ', � •� -------------------------------m----.----.____-..----■■■■■■■■■■■■■■---- .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- � � m '�� -___- .......................................m.____-....--■■■■■■■■■■■■■■---� � • � .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- � � •1 -___----------------------------------------�.____-..----■■■■■■■■■■■■■■---- --- _ _ _ --------------------- ---------------- ----- __ __-..-. --■■■■■■■■■■■■■■ - - - - �• : m •1• -___- .......................................m.____-....--■■■■■■■■■■■■■■---� .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- � � m '� -___- ....................................... �' .____-....--■■■■■■■■■■■■■■---- --- _ _ _ --------------------- ---------------- ----- __ __-..-. --■■■■■■■■■■■■■■ - - - - �: 1 � •1: -___----------------------------------------m.____-..-.--■■■■■■■■■■■■■■---�' .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- �� m '�� -___- .......................................m.____-....--■■■■■■■■■■■■■■---� .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- 1 11 m • 1 -_ ' � �-------------------------------m----.----.____-..-.--■■■■■■■■■■■■■■---- --- _ _ _ --------------------- ---------------- ----- __ __-..-. --■■■■■■■■■■■■■■ - - - - �' 1 1 m '�-_ ' ' �- ......................m..............-...____-....--■■■■■■■■■■■■■■---- .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- �' 1 • m '�-___- .......................................m.____-....--■■■■■■■■■■■■■■---- --- _ _ _ --------------------- ---------------- ----- __ __-..-. --■■■■■■■■■■■■■■ - - - - � m�-_��-------------------------------�----.----.____-..----■■■■■■■■■■■■■■---- .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- � m � �' -_ ' � � ' � � - ......................�..-............-..�___-....--■■■■■■■■■■■■■■-- 1 � � • - .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- --- _ _ _ --------------------- ---------------- ----- __ __-..----■■■■■■■■■■■■■■ -- -- --- _ _ _ --------------------- ---------------- ----- __ __-..-. --■■■■■■■■■■■■■■ - - - - .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- .-- _ _ _- ......................................... __ __-....--■■■■■■■■■■■■■■ ---- --- _ _ _ --------------------- ---------------- ----- __ __-..-. --■■■■■■■■■■■■■■ - - - - . . � • ' --- _ _ _ - ------------ -------- --�' ----- --�--- ' � - --- � � - �_ __- - ------..-..---..--. - - 1 � � • :: 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 150 300 750 TOTAL CY/TONS/SY: 150 300 750** *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. PARCEL No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 SHEET No. PROPERTY OWNER NAME STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL INDEX SHEE�'' 4 JAMES J. FREELAND & MAXINE H. FREELAND 4 HILLSBOROUGH CHURCH OF GOD 4, 5 PIEDMONT ELECTRIC MEMBERSHIP CORP. 4 HILLSBOROUGH CHURCH OF GOD 4 HILLSBOROUGH CHURCH OF GOD 4 HILLSBOROUGH CHURCH OF GOD 4 HILLSBOROUGH CHURCH OF GOD 4 JAMES A. GOOCH 4 LARRY W. WHITE JR. & JEFFERY A. WHITE 4 RICKY W. FLETCHER 4 JAMES M. RAY 5 MICOL PROPERTIES, LLC 5 ALFONSO N. GALEANA 5 ERNEST W. COUCH JR. 5 JESUS A. MINTA GALVEZ & NOE SALGADO ALVARADO 5, 6 DUKE UNIVERSITY SCHOOL OF FORESTRY 5 VIRGINIA TAYLOR 5 ROBERT E. REINHEIMER & PATRICIA M. REINHEIMER 5, 6 WILLARD R. CATES & SUSAN F. CATES 5, 6 WILLARD R. CATES & SUSAN F. CATES 6 WILLARD R. CATES & SUSAN F. CATES 6 WILLARD R. CATES & SUSAN F. CATES 6 WANDA D. BYRD 2B-1, 6 DALLAS K. NEVILLE & SHIRLEY B. NEVILLE 6 DALLAS K. NEVILLE, SHIRLEY B. NEVILLE, DEAN K NEVILLE, & WANDA J. NEVILLE � � �, � � � � Q �, � � � � � �� Q /C � O� Lc �� i� � �� 3C o�� o O�< Ni� �� \ �12�., � � � S �� 20.�'�\ Oo79' EIP-R/W ��Q ELIZABETH K. BYARS �9i a90 DB 4405 PG 572 °a ��'� PB 26 PG 143 �`�o ��` � k60 � ��` , �� . \� � \ ��30 \�� \�� S 2��° � �i "9 �d , \ � � � �� 9 � � COLLAR AND EXTEND °� �EI� �� EXISTING 18" RCP, 8 LF �J` FROM STA. 10+80 TO STA. 11 +50 -L- RT Type of Liner= PSRM Max d= 1 Ft. � EIP- CLASS B RIP RAP FROM STA. 15+35 TO STA. 16+73 -L- RT I Type of Liner= Class B Rip-Rap I � � EST 3 TONS EIP FROM STA.20+67.25 TO STA. 21+50 -L- RT FROM STA.16+73 TO STA.17+00 -L- RT STA.15+40 -L- LT \ � � EST 10 SY GT FROM STA. 22 + 50 TO STA. 23 + 50 -L- LT FROM STA. 24 + 36 TO STA. 25 + 00 -L- RT 0406 DITCH CLEANOUT � FROM STA. 23+50 TO STA. 24+36 -L- RT P kp0 Ew F TO DRAIN MARTHA S. WATKINS A,� �- a��, ��, � � DB 606 PG 512 �o o ,�� • -L- \ � PB 45 PG 123 ��- �� \ �� s� Pl Sta 10+53.30 Pl Sta ll+16.02 Pl Sta 14+85.50 °- �- � 0- 37 05' 12.9" IRTJ �- 7° /3' 02.0" (RT� �- 3° 05' 48.0" (RT) �� \ �� D= 57° l7' 44.8" D= ll° 27' 33.0" D= l° 25' S6.6" � °� L= 64.73' L= 62.98' L= 2/6.19' BILLIE MARGARET � \ s T= 33.54' T= 3/.53' T= 108.12' DETAIL C SPECIAL CUT DITCH ( Not to Scale) � Front a Ditch Natural ��1 �+�et Slope Ground ?'% p F\a d Min. D= 1 Ft. DETAIL J STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground 2.� ,l.'� Ground D Geotextile Min. D= 1 Ft. PROJECT REFERENCE NO. SHEET NO. s�zl x�ngaom way, P-4405 K 4 suite loo Raleigh, NC 27607 R�W SHEET NO. Engineering NCLicenseNo� F-o25s ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER O� ��\�� O �G �� PO DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / \ EIP F� � �. LASSITER \ � � �, o� s R= 100.00' R= 500.00' R= 4,000.00' '� DB 480 PG 389 � �o° , �oa c\ _��_ \ � � JOSEPH R. TESTON �p�,�Tj�T �q� jF�) SE = 0.03 SE = NC � PCC 14+8/.99 +85.04 JOYCE J. TESTON AeyF �- F DS = 25 MPH DS = 45 MPH � � � � \� 50' DB 1616 PG 154 S�ASFi, �,�� ; �� E� � 0 0 6' PB 26 PG 143 �%tiT ��`� ��o°\ � i P- � w F Pl Sta 17+26.68 Pl Sta 23+67.67 �. + 43.62 + 70.73 �z� \ � \\ HILLSBOROUGH CHURCH OF GOD �= 83� l0' 19.2" lLT) 0= 89� 2/' J�l. ° ' �o 2 lRT) 89.45 �0 54.56' � � � � DB 3596 PG 388 EiP D= 38� ll' 49.9° D= 52� �J�' /.3.J�° NED C. PARSONS °��p6, BETTY D. BROWNING �� EI � PB 52 PG 10 � � � � �, L= 2/7.74 L= l7/.J�7 DB 3031 PG 205 9' � s DB 251 PG 1166 20' X 70' RM o�. L- POT 10+02.92 = 4 PB 23 PG 10 ��,_°�'a PB 23 PG 10 FOR DI H �-� ,� \ o�,�,°`�,� T= 133.1/' T= 108.79' p,_ TR,e,N ioN �\ \ 1 -EY�- CPL.A�S B/RIP /RAP 3 '`°'�,� ° s%�, R= 150.00' R= 110.00' +02.�� P�,� CLASS B RIP RAP o�� EST 8 TONS � �Si 40 „ SE _ �.��j SL� _ �.04 44.59' SPECIAL CUT DITCH \ EST 3 TONS a� -EY2- PT 11+67.99= \ \ 1 �k05 EST 21 SY GT -L- PCC IOf84.49 �8- �F � 0 SEE DETAIL A \ +95 EST 10 SY GT �\�a � E Y I- P C 1 2-f- 2 7. 1 6 \ \ � p F�- DS = 25 MPH DS = 20 MPH �o � 38.90 ,�, �� , � gM-i -L- PC 22+58.88 � "�' � � ,�; � -L- PT ��24+30.45 \ II' � � +52.14 E�EV=633 2' -L- PT 11f47.47 DESIGN EXCEPTION REQUIRED RICKY W. FLETCHER" �6, ��` .�,/� � �, a O � 1 50' -gL- STATIO 13+15093 DB 5324 PG 525 �L�� `�`° EIP o, � \ � z. N 46°12'44" DIST 146' EIP PB 23 PG 10 .\' '� '� N� o a�� F �, � RR SPIK IN BASE ,�`" '�� +00 � �3 SSS „ a �? � " � oo � � OF " POPLAR � \� ' , ,�� S , � �� ,/� �45' ,o� j °83- ° � ��, � � +42.20 ��oo � �, o��" �JAMES M. RAY WB II-E-297 �� b 31.34 _ � ,o +18.68 � , �-��t PAMELA A. DI�KENS � o � +44.21 ti^ Q , � 90 "'� �� , �° 8, �, PB 23 PG 10 S� EiP ��a � - , , � 4 eti � 31.56 s� ., ,i ,o°' a� s So�j� �� DB 1625 PG 544 �� D B 2 2 9 1 P G I I I $-� F � �� 2 6. 3 1 " a� iA z I �b \ '��' o°'� `' `�d �s� � - �'��°� C F � I �OVE PB 41 PG 5 �� ° � � +80.82 � ��o ,_,�, k �� oo �,o ` J r�.8..0.. �\ R� �� ' H I L L S B O R O U G H C H U R C H O F G O D � O L A R R Y W. W H I T E, J R. d' � �° A ��? � / 4 � ��o��\ �- � �1 � � Q � 3239.11' �� DB 3633 PG 88 � JEFFERY A. WHITE � ' , N � -� -�A� � 4 F ^ S -�o��R E��1 � F �1�q6 �6 PB 52 PG 10 � DB 1389 PG 381 � \� � �'o ��,F�� =� �0 P�� B�F52 � 60,� �' PB 23 PG 10 °. � �F�'° °�� 45 94 OPR��SPg 4\P� � F ii� 60- °� -L- PC 20+3/.54 LB = Q ' ��9 9 � < ��-- � � � �, k ' \ S � V ,� DK��" , � � 4� � �' 31.65' � 3o R 0� �6. �E ' � � %o • -L- PC 20+67.25 LA �� %HTR � � o .� `'� 1 l . � ; o � \ 38. � + 77.11 � s � � ", � � ".I zSFD , � S o� o q�, F6 � 25.02' �o�, ,��`' +18.44 �� -�, ��°' � �°� 0405 S x i � � h �9 `� � ��o `�� ,+`� 30.66' -6d ,K TREE E � � "'_ � � � _.- � °'° � � 2 +1 . 9m �0 401 :o° / � r� <09 2°�. REMOVE 15" RCP � s / /HOUSE / \ �'- '� ,tQ" ' ,- � C� � � � +28.72 GRADE TO DRAIN � 9i �� '`'o° O BG 4912 PG 8I5 �X�S��N� R�W 50.63 �� , 34. \ � o� /� 26.30' o�� CHURCH�O � GOD 4 FT BASE TAIL DITCH � ;-�� {, � �/ O ,�.P� � � F c \ *� �,557 � _ PB 41 PG 52 � � p`�' �-,o O� e�,ti oo DB 3419 PG 228 W/PSRM JAMES A. GOOC °60 '�'%� � ' w �+50 +55 „ O�j, 5�/ -o ,� Qj• DB 1394 PG 509 �^� � +25 O• o m o� PB 23 PG 10 SEE DETAIL D o � � �, 0�0. �+30 45 /45 � ��' � o� _ � � x� '` �m S o PB 23 PG 10 6 �a � e�' 40' 50 � ' � � � o SLOPE = 6.4 / � ��d`o �l/ Q � 1 s � �EIP -FI4I�� \\ � �� 1 �o �o Q � i 6 9 ��, DDE = 210 CY �� ` � � s � � _ �� Q�,�o� � 25' 2�' \ � ; "' ' � c E � � ` � � � 5 HILLSBOROUGH �6�2 � \� ?h��• 50' t'�, -EY2- w�O�'OO.��? 0�� 4 �O +52 \ � �. �i i I � CHURCH OF GOD FOR DITCH � �'58 88 SPECIAL CUT DITCH v S � O- � EIP �X\ 4�� EI�'.._ / 35.63' \ � .� i � DB 3683 PG 87 TRANSITION� � x , W/PSRM GRADE � �GP� +12��OT ��p,� i � PB 23 PG 10 +43.02 S o6o a„� 25 +00 SEE DETAIL C TO DRAIN t' ANGELA D. NORTHERN GRADE TO T \ \ 6 � � 169.92' i SS- o�° � 40' RETAIN �v EI DB 1762 PG 348 F� DRAIN 56.05' s'/�� q�o� �h �.y\ �,��i �� ; W/CLI BDR PRAP 62�9 /9„F /\ � PB 41 PG 52 SP'P eGF � `sJ 'S' "> � p S F F / BM-2 EYl- PC 11+29.�6 ca�P 52 x� +73 R� A�T � � SEE DETAIL J JAMES A. GOOCH +17.01 �- oQE�� Pg � F� �� DB 1394 PG 509 29.75' � , � � 0 a � R ��.'E�P -� O� 1 3� °e e�'g F,4 S � � + 2 8. 4 0 � E S T 4 T O N S i P B 2 3 P G 1 0 � � �, E L E V= 6 4 3o 6 3 �� O z \g2e5s �, �- ', �� A�SF� f 27.43 �� EST 12 SY GT Q G � � -BL STATION 27+11,00 O. r� �q�� E �' � - LSPECIAL CUT DITCH A�i,��F'�'T 0° Ia R °� SLOPE = 2.9% �1 � 43' RIGHT � S 6�°53 � ;� � 3 SEE DETAIL A �3� � �� s DDE = 2 CY , �- � � ` RR SPIKE IN 44" WHITE OAK � O � � F 20 R,� �� i�,,, �� o� , I �. / 20' X 10' PSRM , � J N �, � \ \�s � \Q 9��"F e��R, y TO DRAIN �� FOR DITCH � �� j \ 350 \ � � � ��,� T _ � � � TRANSITION x � ,ONC � EIP �Dh'��, � �R/W Z o, � IP �� S �� O� �� ,r�; ��. EIP �1P � ��i 040 �O_ �F +27.40 �,} 7 � F6- \``�j, � ..� ► l/ � SPECIAL CUT DITCH `, �• ; JAMES J. FREELAND � I 9 0 +69.14 • �`� � � SEE DETAIL A / PAUL L. HINRICHS / ; � �� , 3 8° '� � Dc � � DB 5411 PG 409 /' - MAXINE H. FREELAND F 'p F �s � 3� 6 0 '�� ` p F , � ° � , o �� 28.89 °� �� PB 41 PG 52 9g' '' �o p0 �FFER � - DB 231 PG 1086 � 77•80 � ��, i ! °" � GRADE TO � � �� ' / �g„ E�92° � sPA�q�p 5� � PB 23 PG 10 33.90' o C� , � l � DRAIN HILL$BOROUGH � � � �- �� ; i a° �� / s 6�°�� OPR�F°Pg ''(�`y -� � CHURCH OF GOD � ,' / - 2 � � Q� �� DB 3910 PG 172 / �' ii / I/IS� �� E�P � -EYI- POT 10+00.00 �-� s � ..,,�� , �' �,�- +sb.s5 CLASS BRIP RAP I� � � ?°� / � �, /- � �n� r � � LAURA ROGERS EiP � F , � '�;, �P ,o0 33.44 / � � � ?NELL RICHARDSON 60 � ��' ; �3 EST 20 TONS , ��(Pe •o� � _' '4' •`G +50 ?�, `ti� � oo i�� EST 39 SY GT � �, DB 4395 PG 19 � 45� : � 0403 ` o � F / � �� 0'• o i � �� PB 41 PG 5260�4�'24° REM VE � / �� / �%. / �g3,95� SPECIAL CUT DITCH o O 3.� S ,I� r�/ � <c. P��' '� i OI W/PSRM +30 C � 1� '� ��3 ' �" �,��' s�� ^� � � i� E�P BEGI N TI P PROJ ECT P-4405 -�- Pc �3+T�.38 SEE DETAIL C bo, F� �,��,., F�� ,�' e� o / ,' � o � � --� s ti°� x ' G� ^� � / , �� ,� -L- PC 10 + 19 . 76 �� o� � '%- -= � � �� ° , +50 `,�Q ��'� / � � 3 _�2_ � SPECIAL CUT DITCH p , � -- 60 �, 45' -EY�- SEE DETAIL A � o. U o. �� +11.31 Pl Sta 13+05.7/ Pl Sta 16+97.J�6 Pl Sta 10+85.2/ JAMES J. FREELAND , , � � 25� PIEDMONT ELECTRIC MEMBERSHIP CORP. �= 5° 32' 18.4" (LT) 0= l2° 56' 45.4° �LTJ 0= 23° 38' 23.2° iLTJ MAXINE H. FREELAND - DB 252 PG 993 t� � 4 <v ,�� / � _ o , „ _ o , „ _ � i n DB 231 PG 1086 T ��\ ~ � � � � � PB 23 PG 143 D- l 34 /l.l D- 3 00 56.0 D l4 04 /8.2 PB 23 PG 10 �'�° o• �- _ L= 352.82' L= 429.30' L= 167.99' + 93.5, "' T= 176.55` T= 2/5.57' T= 85.2/� 26.44- +so E�� SPECIAL CUT DITCH 65' � --� R= 3_F.Sn.nn� R=�_9��.��' R= 407.�7� SEE DETAIL A 63 DETAIL D STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� 3•.� Ground d � B Min. D= 1.5 Ft. Max. d = 1.5 Ft. *When B is < 6.0' Type of Liner= PSRM STA. 16 + 73 -L- RT; B= 4 FT. STA. 16 + 76 -L- LT; B= 4 FT DETAIL E ROADWAY CUT DITCH ( Not to Scale) t Front � Ditch Natural R'� ,�,�g� Slope Ground ?'J D F\O d Min. D= 1 Ft. Max. d = 1 Ft. Type of Liner= PSRM OM STA. V+ 00 TO STA. 19 + 00 -L- I + 65 �o ' 25' � °�o_ HILLSBOROUGH CHURCH OF GOD 50' ��°� DB 3543 PG 43 �PQ�,��,o PB 38 PG 30 J�\�o� ��OQ 2 �P�� Q � 4' BASE HEAD DITCH -L- PRC 15+93.57 W/PSRM F, o��' SLOPE = 11.7% DDE = b SY �� a�O SEE DETAIL D �°' �\�° � � � + 00 _ N � � bl � � / \e ��+50 `�% + 65 60' 2 5' 50' ,��° � ��," i T / ' �,° / j� �� ' � SPECIAL CUT DITCH W/PSRM SEE DETAIL C REMOVE BOTH 15" RCP \ -L- PT l8fll.3/ ROADWAY CUT DITCH W/PSRM SEE DETAIL E FOR -L- PROFILE, SEE SHEETS 7& 8 �_ �� +oo 3 39� PIEDMONT ELECTRIC MEMBERSHIP CORP. DB 252 PG 993 PB 23 PG 143 �SF { -L- PC 26+75.93 -L- PT 27+96.29 -MATCH��NE- _ SEE S L- Srq. 25 � ��. HEEr No. 4 00 >� .,� . r� 2.02 0 �' I DETAIL A SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � p,'1 ,�e< Slope Ground 2•j D F�O Min. D= 1 Ft. FROM STA. 31 + 00 TO STA. 31 + 50 -L- LT FROM STA. 39 + 00 TO STA. 41 + 00 -L- LT DETAIL E ROADWAY CUT DITCH ( Not to Scale) t Front � Ditch G�ound ?•J p ��o'��e� Slope d Min. D= 1 Ft. Type of Liner= PSRM Max. d= 1 Ft. /� +! /0' /0 ° � � � � I � o � 1 0 _, 25 FROM STA. 28 + 50 TO STA. 30 + 50 -L- LT i� v� i . � 11; � GR j� j i I ml �: � p i I m ' Ic; � -a % � , %/ � � y � � I r !� I + i5.� � 2 5' ` 30' I : I rn .i M I +96.29 -X- � 2 5' I , � 3 PIEDMONT ELECTRIC MEMBERSHIP CORP. DB 252 PG 993 PB 23 PG 143 -L- PC 29+09.09 � � i� � � � � Q � � � � � �� d-- �� Q ic � o� LC �L /L � �� 3C O�� c� �G L �o o�< Ni� �� u +13.95 48.30' + 31.01 , � •� � . � � � , �• �• �� r �� ' �.. ,�I r � . �� ii �j'� �� . �, ��i . � ' �� . I ,� " GRADE TO� DRAIN rn 20' X 10' PSRM� FOR DITCH TRANSITION J. �Q� �, V + 90 60' BEGIN 4' VWV 30+61.02, 25' RT m m � 0 �� C oomn mW�m �� N� � � �`��n WW�� o�»�� Nm z � � �� w �� m � c�, . ._ �� ._ � MICOL PROPERTIES, LLC j � DB 3860 PG 424 � . �_ PB 23 PG 10 � o I �\ S 86 °21'3p,� E �� I9gp 42, � NI +46.20 N�° 32.45' � ol � � ALFONSO N. GALEANA N� �� DB 3364 PG 481 �'� �°� � PB 24 PG 123 x � � �' � 13 z - ,� � � � �.-S g 6 0 � I �, -B� -10 �9�? 651" E +46.47 ERNEST W. COUCH, JR. � 33.26' DB 545 PG 160 PB 24 PG 123 I � i m +35 �� HTi; I 34.02' W/ADDITIONS 14 I N + 00 I�' 45' �` � -_ � m � � /� +21.38 �� I 35.32' � 66oq9�0g�� E �� 2�� °2 �' JESUS A. MINTA GALVEZ �,,� ��9•09 NOE SALGADO ALVARADO� ► +4� ---- DO NOT DISTURBB 5205 PG 582 35.63' -� PB 24 PG 123 � �/ + 25.99 EIP _ 15 - ExisriNC R�w ROADWAY CUT DITCH + 8.76 _ �W/PSRM � 25� � g�LT � SEE DETAIL E �oo ISFC � +35 +67.60 ti� - � /� 40' 26.05' � o`L$PECIAL CUT DITCH � � � "' �, ` �;' � +95.80 � ' SEE DETAIL A N HTR � M° j 27.42' � �,- o = SPECIAL CUT DITCH ! HENRY B. RAY o � / +91.15 y�//PSRM MARGARET C. RAY �, �, s7.29 SEE DETAIL C DB 541 PG 91 -BL _12RONNIE W. BARBEE �+50 PB 24 PG 123 DB 1525 PG 56 N 4°37'23'�Lg4.87 40 +00 � P00 4 PG 123 00,05' 42.90' +50 +00 � 41� 25' 39' 30' N 84°37'23" E EIP 3� '� 196,8�� '�''l ° o�aCCE ��«„��,T I�o \ N 8q°38'10" E 15L67' + 90 � 2 5' I ` \ + 90 46' CLASS I RIP RAP - EST 7 TON EST 15 SY T n + 90 " 60' �� m'�' �� o� � � N C N -1 _ -o � m _ o �, � "' � � o,� � m o � �� m � � m ' �: � �. �;��:,;r .. � • _„ � �� •- ,� I�� -� �,�� I�� .. ��..-�` ,;�i��"',,; � ; �� : ; � .. .� �� • � �� , � = /8' � � � PUE 20' X 10' PSRM FOR DITCH TRANSITION + 07.99 2 5' -L- PT 3/+07.99 - E ----_��. ______ � 0 0 0 �E DETAIL C SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural D��1 �e� Slope Ground ?'7 p F\a d Min. D= 1 Ft. Type of Liner= PSRM Max d= 1 Ft. FROM STA. 30 + 50 TO STA. 31 + 00 -L- LT FROM STA. 34 + 00 TO STA. 39 + 00 -L- LT PROJECT REFERENCE NO. SHEET NO. s�zl x�ngaom way, P-4405 K 5 suite loo Raleigh, NC 27607 R�W SHEET NO. Engineering NCLicenseNo� F-o25s ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DETAIL I FALSE SUMP °• ( Not to Scale) E Outside Ditch �2.0-� TrafFic Flow ,��•� 20: ) GI .t- $ - etc. S-Ditch Slope � Proposed Ditch NA� 83/NSR D 20p7 STA. 40 + 00 -L- LT � OO -L- PRC Sta. 39+92.58 18 S �Q 69 ��, � ROBERT E. REINHEIMER 280°o S��F ��' 1.7 PATRICIA M. REINHEIMER ��5�`�G DB 3454 PG 401 PB 24 PG 123 VIRGINIA TAYLOR ' ' DB 5205 PG 117 `> ��P PB 24 PG 123 +39.48 �sF� LUCILLE D. BARBEE 25� `� � \ WB 89-E-400 � DB 400 PG 176 \� s PB 24 PG 123 `� s�,o ��, � + 6 \� SPECIAL CUT DITCH 99�F, � +10 � r- s p � � W/ P S R M F' 61.44' � HTR �,� �, i VAR. SEE DETAIL C 855 S 73 W/ADDITIONS -BL _13 ��, -'_ +59.75 85 o N� _ 6 7.12' \� � ! CoNC �` +37.86 83.22' � \ +25.58 � � ±07.87_ 63J6' \ � \ �R _ 25, 1 � � \ 83.22' �� \ +50 +55.79 \ N 84°38' 0" E 199,76 ,- �7.64 39.84' -� PDE � _ � „ ,,�„ R � C F PROP 4' - - F E J� + 00 PUE Q P E20' x�0' PUE +30.32 34' FOR DITCH 35.39' +45.18 TRANSITION DUKE UNIVERSITY +95.13 25 SCHOOL OF FORESTRY 60� DB 116 PG 215 16 68 �EIP N „ E � / pvE C o , � ----____ __- •�►,L E _ � � rrcvr 4' WV� � �- - 20' X 10' PSRM F FOR DITCH +50 \ TRANSITION 37' -L- Pl Sta 27+36.1/ Pl Sta 30+39.98 Pl Sta 39+16.63 Pl Sta 40+57.15 0= 0° 34' 28.7" lRT) 0= 94° 58' 00.6" ILTJ 0=/7° 32' 37.4" ILT� 0= 20° 54' 28.3" lRT) D= 0° 28' 38.9" D= 47° 44' 47.3" D= ll° 27' 33.0" D= l6° 22' 12.8" L= 120.35' L= 198.90' L= 153.10' L= 127.72' T= 60.18' T= 130.88' T= 77.15' T= 64.58' R= 12,000.00' R= 120.00' R= 500.00' R= 350.00' SE = NC SE = 0.04 SE = 0.03 SE = 0.04 DS = 65 MPH DS = 20 MPH DS = 25 MPH DS = 35 MPH DESIGN EXCEPTION REQUIRED + 39.48 2 5' +30 90' DETAIL H STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� .L�:� Ground d � Geotextile B Min. D= 1 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner- Classs B Rip-Rap STA.39 + 00 -L- RT i �� :� � '' ,� �, , • , � � .. � c:'��A . � 0 � -o � PDE + 84 25' +95 100' -L- PC 38+39.48 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �, 19 ° � WILLARD R. CATES � � SUSAN F. CATES DB 3573 PG 409 �' PB 49 PG 113 PB 39 PG 169 SPECIAL CUT DITCH EIP SEE DETAIL A 4 I � �K r - HTR +95 O I �, � 38� � _ �% ! O - I � . • - �. I ��- • � � �� .. �I -- �� 1 "�►:�= � �� , � �� y ��- �� -y ' _ 50, _ W � E�`- Zw � o y � __ +50 JN �G `� o � C' 3 7' . _. _ + 50 ' �' U + 96.76 �.._ , 38' 25' � + 15 38.66' � 25� 60.73' +2o ILLARD R. CATES I 47.77' +77.82 SUSAN F. CATES 25' DB 368 PG 622 37.87' PB 14 PG 190 60.08' + 92.58 +30 25, 100' 2 0 E N D 4' �MN 39+52.78, 25' RT 2' BASE TAIL DITCH W/CLASS B RIP RAP SEE DETAIL H SLOPE = 0.6% EST 18 TONS EST 40 SY GT DDE = 15 CY FOR -L- PROFILE, SEE SHEETS 8& 9 NQ� 83/NSRID 2007 REMOV E AT -GRADE RR CROS�SIIUG IUUMBER 735/89T AT MILEPOST H-430�0 BY OT HERS ii!i!i!i!i!i!i!i!i � ' � • REMOVE PAVEMEN� END TIP PROJECT P-4405K -L- POC 54 + 15.16 -DRI- -DR2- Pl Sta 10+79.44 Pl Sta 10+66.02 0= 43° l9' 28.8" lLT) �= 78° 2/' 30.2" lRT) D= 28° 38' S2 4" D= l59° 09' l7 8" ' CENTER CUL-DE-SA -L- 53f8/.29, 20.00 R �\� � , � �� ;��. ,, o� , � , , � i h , ^, Cr� P °� � o °� -DRI- POT 12f22.46 = � a � � _ � �i � � ° _ +27.07 \ � � � ' 9.05' �� 23� J� � 0 � � o , � ; -DRl PT 11+5/.23 �°' � , o z ;�� m w , � � �. � �' �� .. SPECIAL CUT DITCH � -� '�� SEE DETAIL A =i ' + 00 � 3 8' N 89°09'37" E 0612 268,00' /o -L- PT 55+54.48 +3o�b� � SPECIAL CUT DITCH - W/PSRM � C SEE DETAIL K T � -DRI- POC 10+00.00 � _ U + 00 ! i 44' r , ,/ -L- PC 53+08.67 • � ; L = l5/.23' � L = 49.23' ' T= 79.44' T= 29.34� � 327 R= 200.OD' R= 36.00 � ROADWAY CUT DITCH- ;n � W/PSRM O � �� 1 / M � � �� _ a �, �, � m a a 4, P P^ � 3 � a �.-�j N � � ��o Q • ° � 061 5121 Kingdom Way, suite loo Raleigh, NC 27607 E n g i n ee ri n g Nc Li°ense N°: F-°25� 2O TAIL 'V' DITCH � �SEE DETAIL B c�a° � SLOPE = 3.4% �a O DE = 4 CY � � \ � " �O G .� �'y ��1 � �� _�� Z �s f� �� ? PROJECT REFERENCE NO. SHEET NO. P -4405 K 6 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED . -Y- STA 13 + 11. 75 -Y- PT 13+26.34 2 0' X 1 M� \ FOR DITC Z° � TRANSITIO � �� y y� `� �p � 0 �, �o � � EART HEIV BERM �� > � � / � ' W � � FOR -L- PROFILE, SEE SHEETS 9& 10 _�_ � o� SEE DETAIL E � - QQ��o �S ��/ � �� -� F O R - D R I- P R O F I L E, S E E S H E E T 1 1 � �` FOR -DR2- PROFILE, SEE SHEET 11 MATCHLINE INSET A Pl Sta 43+35.4/ Pl Sta 47+73.50 z ROGER L. BYRD, SR. _ � 'p �� ;� �,p FOR CULVERT PLANS, SEE SHEETS C-1THRU � ► �� = c c � rn rn z ol� �� = z c� � �� o� �i o m z � w J J _ 0= 4° 35' 10.4° (RT) �= 6/° l8' 40.9° (LTJ W� KAYE D. BYRD / +08.67 � �\�� C-5 e , „ e, „ !� o DB 3320 PG 23 , 40' � D = 2 20 53.5 D = 38 /l 49.9 � � - �s '' ` �O L _ 195.3/' L _ 160.Jr1� \ � DALLAS K. NEVILLE � � ��o� � \ ' \�� T 97.7� T 88.9/ SHIRLEY B. NEVILLE / � � %�� , $° Q�� 94.812 5 R= 2,440.00' R= 150.00� I DB 185 PG 619 � SE = RC SE = 0.04 TOE PROTECTION +08.67 � , DS = 35 MPH DS = 25 MPH wrPSRnn SEE DETAIL F �"' � �� 70� -L- PT 5/+33.32 � E�� +�5 e2? +50 `� �/ +oa.i5 - R2- PT 10+85.9/ Pl Sta 50+63.79 Pl Sta 53+99.05 � W 40� �� F 78.65� 0= l 6° 0 2' 2 4. 4" l L T) 0= l 3° 4 4' 3/. 3" ( L T I 70 p`� � � - D R 2- P C 1 0+ 3 6. 6 8 D= ll° 27' 33.0" D= 7° 38' 22.0" 30 LF O INLET C a N� ' �� , + o i i � IMPROVE NT+33.32 69� Q 70.44� -DR2- POT �f��.�� L = 139.98 L = 179.88 � 20. 40� ��3S ° a 100' I N S ET A T= 70.45' T= 90.37` o ��A �� '��,,_70� 99��- S"F M o , , S � -��° �, ` J �,h � DALLAS K. NEVILL � 0 Z +20.3o W� � 25� S W � W W N " SPECIAL CUT DI i SEE DETAIL A � /8' - 0 YP � -�- �� REMOVE � � C - -� 5„ - - - - Q � .a � cJ �� '_' o O _� N� N 88° 03' 37.7 j� � � R -- W � �F Z V i+�o.so i �---��, - +50 ��-- J 32 � % _ '' , U +90 �- 2 5' 40' � b�� TAIL 'V' DITCH � SEE DETAIL B � SLOPE = 1.2% , Q DDE = 3 CY � � CLASS B RIP RAP � EST 3 TONS _ _ _ � EST 10 SY GT ' � --- � � I� Q / L O L / -L- PT 4/+20.30 �� - 3 o� �� o o� c��r � �� R- JrOO.00 R- 750.00 2 � g��T �y J� SHIRLEY 6. NEVILLE SE = O.D3 SE = 0.03 , � � (V Qy +�o DEAN K. NEVILLE � 2 SILLS IN SO TH BARREL � � 72.32' WANDA J. NEVILLE DS = 25 MPH DS = 3O MPH AT INLET � , p / �� F �oo' DB 1841 PG 208 � :� ,,� Bz , �a o � � 2�5 9°36' ,, � - N 8 qg�� 2@ 10' x 6' RCBC 4 �- 1' HIGH SILLS IN NORTH BARREL � 487�94 E �' � � +15 �, � � � AT INLET AND OUTLET 1� TOE PROTECTION + J� � 40' ,`•; 0 � EIP W/PSRM _ � � 2' LATERAL BASE DITCH B M- 3 N 89°53�39,� SEE DETAIL F 25� �\\ �, � �,� \ � W/ P S R M LLARD R. CATES ELEV=599o42' IIL99� E EIP 23 ' +25 � T SEE DETAIL G USAN F. CATES -BL- STATION 46+49000 79' LEFT 44' v � 0 LF OF OUTLET .` DB 3573 PG 409 RR SPIKE IN BASE OF 15" WHITE OAK HANNEL IMPROVEMENT PB 49 PG 113 WANDA D. BYRD _._ x �/ ��•98 \ � PB 39 PG 169 � DB 1554 PG 237 �'"_ ��!6'� �S �� ` E. 60 TONS CLASS II RIP RAP +37J0 �� PB 49 PG 113 �_ x9\� � h� ��2TS0 S L T SO �i BA EL ES �65 SY GEOTEXTILE 2 5' �� , S �' � a,� � � + 1 5 � a I ��2�, ,_ ±?3.34 sl � � EIP EII�' 40 w +33.32 X v, 2S„ � 5' _��-_ � 75' m ��1� �' ROADWAY CUT DITCH F � SPECIAL CUT DITCH � 25' TCH I � W/PSRM ��'_' � 1 � 3i� W/PSRM 37 � �� l N 88°44'0 `�' � ��6' SEE DETAIL C e63' �' S E I SEE DETAIL E �, W \�" 352,5 - '" ° WILLARD R. CATES �, ' o R�O AIL 'v' DITCH 250 � 6 I ��- +25;0� m � SUSAN F. CATES � 0609 ',� 40' 22 +18 �=K � DB 435 PG 357 � �� , W/CLASS B RIPRAP 50' �/' 43'� HTR \ _ PB 49 PG 113 � k. E� 61Q � SEE DETAIL J � WILLARD R. CATES +00 � q�, EST 4 TONS SUSAN F. CATES + 55 �J 60 25' _ CANOpv �,,� ,�. � ' w 35 i �� / EST 12 SY GT 060 35 , ROADWAY CUT DITCH � �� °� a, DDE = 1 CY DB 368 PG 622 DE HTR � +84.59 � W/PSRM +45.10 �' °� SLOPE = 1.8% PB 49 PG 113 �, PB 39 PG 169 25' SEE DETAIL E 2y � REMOVE '� �-- � --�_� E�P� s _L- PC 49+9�.3� i -,y 060 ' SPECIAL CUT DITCH Js +35 +93.34 DETAIL K zs. , ' iv l8' O I g x 60 � p 50 50' � � Not to s�a�e� \�~ �\ ��, E i EAS _ +50 �/ E/E D TAIL C �9_08 �� `�P o �F �� 25 25' SPECIAL CUT DITCH R ' EF. EM r�- �'/� � 4� 4.37' � <v �� p � 1` �' Front � _ 15" l �3 9 � +00 � +51.46 � -" 20' X 10' PSRM � o< Ditch LC, � � �`� '� -- 37' � 300 8' o � /64.2 � FOR DITCH � Grou d ?7 F�a�e� Slope � " ° � � - � 0605 \_ � `° �O 40.93' TRANSITION �/ , d D 50' 35' � ,. E I � 6� `` � SPECIAL CUT DITCH j , - �� Q - . - __ _ REMOVE � �+� O SEE DETAIL A Min. D= 1 Ft. �K -� . 0 15�� S 1 Type of Liner= PSRM Max d= 1 Ft. - , N S 87�2/'//.8" N i7�� E 5 �• �o �� , � WILLARD R. CATES � FROM STA. 10+00 TO STA. 10+50 -DRI- LT F �= -- E��o 42° 4' ` , �, i' /, \\ +58 $ SUSAN F. CATES FROM STA. 10+76 TO STA. 11+00 -DRI- LT E �� /O- �� - ! - � DB 435 PG 357 , FROM STA. 10+35 TO STA. 11 +00 -DRI- RT + 37.70 4.46' � 25� +60 , _�� R AS ' R P 9 P N `\ � � +55 PB 49 PG 113 �, DETAIL J I 25 � � o � „ - +14.52 � �L � E - � \ � 0 30' 22 E� M ,5 0 � / +10 � \ 21 i 39.74' ?� \ ' STANDIARD ScaIeDITCH +25 � I/ 60' + 90 � � � + 95 N F � �-� I SPEC AL CUT DITCH �' {'/ Natural Natural 400 40' � � +60 35' �' �8� � 1 O60 A\ I 550 W�PSRM +50 +45.10 S gg�39,25,� E Grou�d ?.� D�.1 Ground � 31' y, TYP ��, �y SEE DETAIL C 75' 25' S22,86' d ,` � � � � 2 4 � � + 25 34 +� -�� --� -L- PT 48+45.1� WILLARD R. CATES � Geotextile +33.01 - SUSAN F CATES Min D= 1 Ft � � ;-�. 25' � M� INLET CHANNEL (LOOKING DOWNSTREAM) ��- (NOT TO SCALE) � 2 @ 10'xb' RCBC / / �_ / _� � � � /NOTE: SILLS TO BE LOCATED � AT THE INLET AND `�� .�� OUTLET ONLY �''�- :: �; 3. /: 2' SILL BACKFILL WITH NATIVE .j MATERIAL PER SPEC. (TYP.) CULVERT BURIED 1' 0'-10' BACKFILL WITH NATIVE � EXCAVATION MATERIAL PER SPEC. 1' SILL EXCAVATION = 30 CY NOTE: FOR CUT CONDITION, �SE OUTLET CHANNEL CLASS I RIP RAP FLOOD BENCH BORDER WITH NATURAL (�OOKING DOWNSTREAM) GROUND COVER WITH COIR FIBER MAT INSIDE BORDER. IN FILL CONDITION, USE CLASS (NOT TO SCALE) 1 RIPRAP FILL THROUGHOUT, /I WITH NATIVE BED MATERIAL FILLING THE VOIDS ON TOP. 2@ �0'x6' RCBC �� ` ��_ �NOTE: � SILLS TO BE LOCATED CLASS I RIP RAP �� AT THE INLET AND 2 FT THICK w/ � OUTLET ONLY GEOTEXTILE � UNDERNEATH (TYP.) ?�/� ;� r �2' SILL BACKFILL WITH NATIVE J MATERIAL PER SPEC. (TYP.) CULVERT BURIED 1' 0'-10' BACKFILL WITH NATIVE MATERIAL PER SPEC. 1' SILL � EXCAVATION EXCAVATION = 45 CY CLASS I RIP RAP = 60 TONS GEOTEXTILE = 65 SY -L- PC 42+37.70 � (AB�. +84.59 mC rn 2� N� 25' w mmN , �� a °-O- 60.00' +85 �' i � o �°. +55 gp� o aQ� 55' �I � / i -_ � i � � I / � � � � � Q WILLARD R. CATES rn rn i�� SUSAN F. CATES : �° � HrR DB 368 PG 622 � � -- � I DB 368 �PG 622 ^O Type of Liner= Class B Rip-Rap PB14PG190 L STA. 50 + 00 -L- LT DETAIL A SPECIAL CUT DITCH ( Not to Scale) Front � Ditch Natural � 3'1 ,��gt Slope Ground ?•J D F\a Min. D= 1 Ft. PB 14 PG 190 �' FROM STA. 41 + 00 TO STA. 42 + 50 -L- LT -L- PT 44+33.�� FROM STA.48+20 TO STA. 49+25 -L- RT 20 -L- PC 4�"84.J'r9 FROM STA. 11 +00 TO STA. 11 +90 -DRI- LT � ' /V1MTC H L I N E I N S ET A FROM STA. 11 + 00 TO STA. 11 + 85 -DRI- RT DETAIL B STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground 2.� ,L.'� Ground D Min. D = 1 Ft. STA. 42 + 18 -L- RT DETAIL C SPECIAL CUT DITCH ( Not to Scale) � Front a Ditch Natural ��1 ,�et Slope Ground ?'7 D F�� d Min. D= 1 Ft. Type of Liner= PSRM Max d= 1 Ft. FROM STA. 46 + 00 TO STA. 47 + 50 -L- LT FROM STA. 48 + 00 TO STA. 48 + 20 -L- RT FROM STA. 49 + 50 TO STA. 50 + 00 -L- LT DETAIL G LATERAL BASE DITCH ( Not to Scale) Natural � Fill Ground ?'I p �,'.� 1'�Ft. Slope d PSRM g Min. D= 1.5 Ft. Max. d = 1.5 Ft. *When B is < 6.0' 6- 2 Ft. Type of Liner- PSRM b= 5 Ft. FROM STA. 51 + 51 TO STA. 53 + 75 -L- RT DETAIL F TOE PROTECTION ( Not to Scale) o`� NATURAL `L�'\ �� GROUND ��A � d d = 1 Ft. FILL b = 5 Ft. SLOPE Type of Liner= PSRM �M STA. 50 + 60 TO STA. 51 + 37 -L- LT �M STA. 51 + 73 TO STA. 52 + 90 -L- LT DETAIL E ROADWAY CUT DITCH ( Not to Scale) � Front � Ditch Natural ��1 ��e< Slope Ground ?'J p F\a d Min. D= 1 Ft. Type of Liner= PSRM Max. d= 1 Ft. FROM STA. 44 + 20 TO STA. 46 + 00 -L- LT FROM STA. 47 + 50 TO STA. 49 + 50 -L- LT FROM STA. 52 + 90 TO STA. 54 + 50 -L- LT PROJECT REFERENCE NO. SHEET NO. s�a�x�n�aomway, P-4405 K 7 suite loo I I ! i I I! I I Raleigh, NC 27607 ROADWAY DESIGN HYDRAULICS I� , i , Eng�nQ.p.r�ng NCLicenseNo� F-o258 ENGINEER ENGINEER I I i I I I I II i , �i , I i � I!� I� � A , , , , , , , i i � i �i i i � � i i DOCUMENT NOT CONSIDERED FINAL , i I I � I i, I i ,� � � � � � UNLESS ALL SIGNATURES COMPLETED , i , , : : , : : , I I i I !I !I II il II , ! III II II l i II II II , I , , , , , I , , i I ! i I I I i I BM #1 ! � RR SPIKE IN BASE 26" POPLAR �i � �� I �� , � , ii -L- STA 10 + 53 OFFSET 84 LT � : ELEV = 633.42 �,� ! I �� I � � � ! i i l I i I I I I I I i PIPE HYDRAULIC DAT A PIPE HYDRAULIC DAT A '� I', I � � Sta, l0 +09 -L - l8" RCP l EXIST lNG) I I Stae l6 +74 -L - 42" RCP m� � � �� z DRAINAGE AREA = 2 AC i' �� i DRAINAGE AREA = l8 AC � cv 'i 'i 'i '� � DESIGN FREQUENCY = 50 YRS ; ��, DESIGN FREQUENCY = 25 YRS �� DESIGN DISCHARGE _ 8 CFS , DESIGN DISCHARGE _ 55 CFS N N� I�� ,, Q D E S I G N H W E L E V A T I O N 6 3 8 e 5 F T D E S I G N H W E L E V A T I O N 6 3/ e l F T N I � 0 0 � l00 YEAR DISCHARGE = 8 CFS l00 YEAR DISCHARGE = 60 CFS �� d' ' �� ', ' �� z l00 YEAR HW ELEV AT lON = 63805 FT �� l00 YEAR HW ELEV AT lON = 63/033 FT �� i i I'� I °� � OVERTOPPING FREQUENCY= 500+ YRS �'� ' ' ' OVERTOPPING FREQUENCY= 100� YRS � � ° '� '� '� � I + �o e� OVERTOPPING DISCHARGE _ l6 CFS i� ; � OVERTOPPING DISCHARGE _ 80 CFS � � W ', ' I � OVERTOPPING ELEVATION 640,2 FT � � OVERTOPPING ELEVATION 632,5 FT ''I ' ' z cn � ' � ' ' ' Pl = 2 +50. 0 , � � i � E= 47.8 ' � � � m i' � �! ' l= 1+07 25 �-� 6� I', �� , _ P l = l 2 f l . 0 0 �, I I� � i L= 6 4 2. 3' K=/ 9 , I i � i� � � EL 63 .75' VC l05' �� L= 4/.4 �' _ - ,� �,� i, i � � VC ll0' _ � _ ll0' = 3 I', I, DS 25 MP S 30 MPK �� Pl l6 D.0 S= 35 PH +� .43 4� _ 2 29% � � � � R O P S E D G R A E L l E _ , _ � : ( );5 48°° �-J2. 2860 '', I I� '!, ' VC = 2 0' o l)1.04 0°e +. 44�% 2 42i-' � �I ' �,I I '� _._ — _ _ K 37 2 7� � ( �l. or _ - - - 40, (- �° , , , , - i �! _ � � ' , , �- � ~ II il !I I .00% '� ' � � ~ i i • � � _ � � � J A •% � � ' N � � � � -- � r0. j � M N 2 I � I � �O I ``\` �� — _- �c�0 0p ON �+� I I I I 18 RCP i � � � U+M , , i � �''� ,, � �f� �ocfl N� �±� � N � ' I� li ' I� I I ' ,, hv- �ri o,r; �- I � = i� •` - o.-6oi --- __ _ _ �. � E lSTI G G OUN LlN �'w aw °N> w� J � � i H RCP � M-I- M , C] Q W I I I , i U �� - 3• I �% ~ I m( n W ( n W Z H J m N W � I � � � C O -� z�� ! � i i i i ! i I �+M � 1 8" R P � wcnw I � C? W _Q iyi i - II _ _I I - � . M � � ~ . .-- . - - . --- . - _ -- - -_ . . - . _ I II I W J H J . I _ _ _� I ! I� _-. !-I Z , � �,{� � . . --__ _. _ --- . . _ _I I _- _ i __-- - O _ . _ _ _ _ _ C� W cnW I _ �Qw �"'�pj F� i SOop , -' . _ - !_ _ _ - _ _ _ - _ _ _ I_ . WHJ 'FN QN— U-FN . . I I . - , • f�- � p - - _ _ --- . . _- _ _ . . - - - - . . . . _- _ . _ _ , _I II I! _ Q > _ �,+g C�i� -1- . j _ _ I , I �I I - CD pQw _- _ _ _ : PIPE HYDRAUUC DAT A .� Q. Z� � __ . __ _ -I �� I H J N W _ I�I H J- I I __ �� I i i Nw N_ . _ . _ I II Stao 10+39 L l8 RCP _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ -- - . �_ i i li- _ . -- --- . -_ _ -_ _ - _ . _ - -- -- _ - - -- -- _ . --- - � - _ i i _ _ . �I DRAINAGE AREA = l AC PIPE HYDRAULIC DAT A � : : DESIGN FREQUENCY = 25 YRS � � _ Stao l5 �37 -L - l8" RCP _ _ _ _ -_-_ - : — - — _ _ -_- - - - __ _ _ . _� � I �� - -!-�---- DESIGN DISCHARGE - 4 CFS �'� _ � � ' - - : _ --- _ __ _- -. -- -_ _ — _ _ _ : : -- . - - ---- : - - : : -- — -- -- : _ _-_ _ :-: -- : : --- - - -_ _ -- - _ � � . � _ DRAINAGE AREA l AC . . . . . . . . . I �_, � . � DESIGN HW ELEVATION - 63608 FT _ _ _ � � DESIGN FREQUENCY - 25 YRS _ _ _ l00 YEAR DISCHARGE = 5 CFS _ . � � � DESIGN DISCHARGE = 4 CFS _ �� l00 YEAR HW ELEVATION = 636e9 FT _ _ ' _ DESIGN HW ELEVATION = 63005 FT _ _ _ _ -I � � � OVERTOPPING FREQUENCY = 500+ YRS '' - . _ l00 YEAR DISCHARGE = 5 CFS � � � _ _ � OV ERT OPPING DISCHARGE _ l9 CFS �!� _ _ : _ _ l00 YEAR HW ELEVATION _ 630e6 FT _-_ ----- --- _ _ _ ___ _ _ _------- _ - =- ----- _ - -- _ _ _ __ ___ ____ . _I '� � I I � __ OVERTOPPING ELEVATION = 6400/ FT . ��,- OVERTOPPING FREQUENCY- 500+ YRS - I, ,-, - _ - _-- . . �i �� i - : - _ :-- - - __ - _ ;, _I i � _�i i , -. :- � OVERTOPPING DISCHARGE - ll CFS � �, ii i i � i i � ii i � i i i . I!, I!,- OV ERT OPPING ELEV AT lON = 63/06 FT — . �� _ '� _ _ _ _ _ _ _ _ _ _ _ _ -I i � I i : - �� . . . . _. _ _. _ _ : _ _ _ _ _. _ _ _ _ _ � _ , _ _-' _. . . __-__ _ ___ ___ , -_ __ __ _ _ _ _ _ _ _ _ _ _ _ i_ , _ . _ _ _ _ - _ _ . . _ _ _ _ _ _ _ , � �� . . . . . . . . . � _ i _ _! i _. _ _ _ _ � � ' - _ _ --- _ _ _ _ _ _ - _ -- - ---- _ - - _ _ _ _ -- - __ _- _ --- _ _ - _ -- _ _ - -- � _ : _ _i . .i _ _ _ ii 1� i _. _- _ - i_ _. _ _ _ _I � �i i i , : i i � i i i i � . _ . _I �I- _ J - _ . _ _ � �I � _ _ _ - _ _- _ _ _ - _ _ II � � �--i -- i , II II II i I � -I i I II j _- . - . __ _- . - . _ _ __ _ . _ __. . _ - -- I III II li _- ! - --- -� _ _ _ r . - --- . - _ . . _ _ --- ._ _ _ _ _- - . - _ _ _ _ , _I 1 I I � � I I I -i I _I I I I -1 _ _ _ _ . . _ _ _ ` I I L _ . _ _ _ _ _ _ . _ _ _ I I I I ii . __ I . -__ . - _ _I I- I - _ . _ . __ - . _ . . _ . _ -__ - _ _ . __ - _ _ - _ _ 1' -I---- --. - I - I I� I . _ -_ _ _ _ _ _ _ -_ _ _ �� i I � � � I I � _ I I I I I I I I I I I I I I I I I I I . _ _. _ - ----- - -- - - _ ._--- --- -. _ ----. _ I I I ��-- I II I� II I II II I II II I� II I I_ II_II_II I� j I� I I_ I_ I I� I I � I I� I I I� I I I I I I _I . � . . _- . . . . . _. . . _ -- - ---. . . . -- . . -- _ -_ _ _- . _ , _I -, ,� . -�� . .--- -� --. . . ---- -- -- --- . . - - -- --- ---- - -- . . . - - . I --------- . . - . . -- . . _ -- � _ _ _ _ . _ _ � II - _I _ _ _ _ . _ - _ II I- . �-- _ -- - -- . - - - - _ -- _ _. _ _ . . . . � I _ _ _ -I �� FOR -L- PLAN, SEE SHEET 4 _ : _ _ _ _ _ _ _ I_ �� i- _�i �i_ �i _ : : _ - - : �i -�i- i 'i 'i . �' _ _ _ _- __ _- - __ _ _ _- _ __ _ - _ ___ _ _ - ---_. _ ___ _ ____ _ _ _ _ i _ . i i i_i_i �__ i o� � - � I_ �� ___ : - ---- _-__ _ _ __�� _ —_ _�--- —__ ----�� _ _ _�--- -�---- ---�- _ __ _ - -- _��__ ----�� _ —_ c� r�� _-___-_-_ _-__ _. __ _ _-_-_ _-_ .__-___-__ -_-_ _ ___. _. . _. _ _. _ __. ___-_ : . _-_ _-_ .-_------- -_-_ _-__ ---__-_ _-_-_ _-_ ._---__-___-_-_ _- _-_-___-__ _-_-_ _. _ I �_I_I_ __j �� I_��j �0 � � °�� 10 11 12 13 14 15 16 18 19 20 21 22 23 -� PROJECT REFERENCE NO. SHEET NO. � 5121 Kingdom Way, P-4405 K 8 Suite 100 � � � � � I Raleigh, NC 27607 ROADWAY DESIGN HYDRAULICS , , I I , , , , � Eng�nQ.p.r�ng NCLicenseNo� F-o258 ENGINEER ENGINEER I I I j I I I I I I I i , �i , I I ! I U I!I li � A i i i � II i ' ' ' ' � ' DOCUMENT NOT CONSIDERED FINAL , i I � I !, � �� i ,� � � � � � UNLESS ALL SIGNATURES COMPLETED , , : : , , , i I I i I II !I II il II , ! i i i i I I I I � I I I II II , , , I , , i I ! i I I I BM #2 i � � RR SPIKE IN BASE 44" WHITE OAK i i � � �� i� -L- STA 24 + 79 OFFSET 47' RT i� � � ELEV = 643.63 I li !� , I 'I I ' I ! i i l � i I I I I I i PIPE HYDRAULIC DAT A I', I � � Stae 24+38 -L- l8" RCP I I � � i � DRAINAGE AREA = l AC �'� ii � �� DESIGN FREQUENCY = 25 YRS � I ! � � I DESIGN DISCHARGE = 4 CFS � ' ' I� � � � DESIGN HW ELEVATION = 639e5 FT I'�� l00 YEAR DISCHARGE = 4 CFS � � l00 YEAR HW ELEVATION = 63907 FT � Pl 27 95.0 I�� I I� : _ , OVERTOPPING FREQUENCY= 500f YRS �, EL = 6 9.88 �� !� I; I OVERTOPPING DISCHARGE = 20 CFS j� ;, K 26 EXl TING GRO ND lNE �� O V E R T O P P I N G E L E V A T I O N = 6 4 4e 8 F T ! � = Pl = 33+ 0.00 i � �I � �, ' ' ' _ VC 20 ' �� l= 4+16 00 0 / 0+8 .00 - _ �� L_ 642� 8' � (+)4 ° 95 � = 290' DS 30 MP I', ��I �, �� N C- 206 , � �, � __ _ _ �, I� � �, �� °�' `� S 25 PH -' — S= 30 PH ° �, '� '� i � � zQ� - y — � � i i � c' u' .� � � �— � J, � i �i � m cn w � I � I � ° �� I I I � � �� ' S4, � -�- ° � � � � _ __ ..� � i ,,\ � .� � � � i - i i i i 9� � -- -_ , � 2.4 y--- �-, ,' e (,I')4 621-"� i� I!, !i � , 8, 2i,\ ` ii !i I ' � - , , g, F-- „ _,,_ � ` - J �- _ i i i � ,; `` i o.7 x � I =�� J ��. P OPO ED RAD Ll E • g� � _,, � ' � I I � 18 R P � N I � o� � o� �• S/ �. � II !i II � = o , + � o ,.ci c� � �. � i � 'I I � �i , o � � + � � o cn + v- i-- + � � � '��. � � i i i S O� N I �p � I _ � N Cp I Z M C� � M� � J J '��`� � U-F �' I I'7 00 pl Q I - Q� M � �� 07 I � I I � N � �� •w i i „ W J • W ZI-J U � � �� N +I�') ZHJ m(n W HJ W(nW H�� p� �� J I��:� I � i ��t CD W(n W � I I i N W 0�- Q' �_ p�p �.� , i � a w i QwN I I I I I I i I M� +� + M � M 8 � Z F- J � J �� I I i ln t9 I J^ `•�� N � J II i I — II I II I I __ —I I I _ — — • M'._- �- _I II . . �QW �� '�r � W � � _� PIPE HYDRAULIC DAT A w� � Q> � _� _ _ _ � __ �_� _ __ --- _ _ __ _ _ ___ __ __ _ _ Q w + � _ __ , _ � _ _� ,_ _ _ _ . _ _ m�W Nw __ �� - � _�-�_ � �I Stao 3/+00 -L- l8" RCP . . __ `� w M � � �! � : � �T _ _li_ _ I . . . . . , _! _ _ __ _ --- _ _ - _. - - - - - . _---- __ _ __ I _ _ _ _ _ h�— J , �I _� �_ DRAINAGE AREA - l AC _i i_ _ sn ``' _ '� �� _ _ _ _ _ ' DESIGN FREQUENCY = 25 YRS I' ' - �i _ �i - _ _ � � � � � � � � � � � � � � � � _ � � � � � �_ � � � � � � � � � . - DESIGN DISCHARGE = 5 CFS _ _ _ _ - _ : _ _ _ _ __ _ _ _I � I . - � _ _ _ _. . _ _ _ _ ! !, , .�i _ DESIGN HW ELEV AT lON = 64607 FT ''� '' - — _ -- ----_ . : _ ------ _-- - -__ _ : �-I � � � � _� � � - --_ — — . l00 YEAR DISCHARGE 6 CFS I I � .� �I _� il i _ __ . _ - - - I � � � � � '' '' _ -- l00 YEAR HW ELEV AT lON = 646e9 FT __ --_ - _ _ _ _�- �_�_�_ �_�_� � _� �_�_ �_�_�_ �_ �_' �_ � - �_�_� '� �_�_�_ �_�_� � -� �-�---- - _------- _ ---____— _-- _—__— _— -- - _---- - -----___- _ _- _ - -!-�---- _.__ ,._ _ _ __ . _- __ . __ . . . . . . _ . . _ . . i �� i � � � �� _ - - - - - - - ' -- - -- OV ERT OPPING FREQUENCY = 500 + YRS - , ' ' ' _ �- � OV ERT OPPING DISCHARGE _ l4 CFS � � � : : : - : - : - `� OVERTOPPING ELEVATION 64804 FT '� - - _ � _ _ _ _I : . _ _ _ _ _ _ 'i _ _ - � ,, i , _ _ _ _ _ _ : II i II I � --- - --- --- -- - - -I - --- --- . — --- —. . _ . _ - --- . . __ -_ _. . . _ _ . . . _ . _ _ -__ -- --- - -I - --- -- - - -- .. _ ._ _ ._ . _ . . . . _ _ ---- . . _- _ -_ _ --- - -- ---- —. _ _ . . . - _ _ . i I_ I . _ _ _ _ _ _ _ _ - .� il - �I ! - __ _ _. . _ . _ - __ _ _ - I_, il 1 II il _ _ _ _ _ _ - _ ,I,I,I II I_ II . _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _I - . � - il � . . . . I i I III! !_ . il - _ _ . _ _ . _ _ _ _ _ . _ _ - _ _ I - . __ . . __. . _ . ------ . . __. . . - . . . . _ . . _- — , _ _ - _ _ _ _ _ - _ I_ _ . - _ _ _ _ - _ _ . . _ _ _ _ _ _ _ � � �ir � _ _I! 'I II _ _ — --- _ _ . _ . _ _ — — . . — . _ _ _ . . _ . _ _ , _I II � . _ _--- — __ _— _ --- . _ — — -- _ _ — — -- -- — ---- _ — — _ , � _ _I , I _ _ _ II II li _. _ . _ —. _ _ _ _I � I � � � � � I � i �, � i � _ _I I- , I �, _ � _ _ _ � I � I I I� �� --- -- ! --- -- I I_ _ - . - . __ _- . - . - _ _- _ . _ _-. . - - -- - . _ - _ . - _ _ - . _ �? I I_�I i i _� _ _II i I I I I I I I I i . . . — __ I � — — � — — --- — _ _ _ --- . _ _ _ _ _— — . — _ _ _ _ , _ _II II il � � _!I _ . ; —I _ _ _ _ _ . . _ _ _ L — I_ I : _ _ _ _ _ _ _ . _ _ _I : _. __ _ _ I I . —__ . i — _ _II Ir II — _ . _ . _ _ — _ . . _ . . _ . _ — _ _ — _ _ . _ _ — _ _ — I_ 1 II I � ---- _ —_— — I I _ . _ _ _ _ _ _ _ —_ _ _ , �, 'I �I , II I ' -- — — _ —_ -- --- — . _ — ----. _ J —I—I— ��— _�� I�� IIIII�Ii �I�li� IiI�I�I� �lil�li I � I �I�IiI� I�li�� I��li IIIIiI li -i . _ _. — ---- . _ . � . _ __ . _ _. . _ . . _ -- — --- _. . . __ . _ -- _ _. . . _ _— . _ , _II _, ,— —'�� I . __ _ _— — --- --- — ------ --- — -- -- ---- — — ..._ _ .I --------- . . _ ._ -- ._ -- � _ _ _ . _ _ , � II II I _ J _ _ _ _ . _ — _ II I_ I—� . �-- _ -- — — . — — — — _ -- _ _. _ . . . . � I _ __ _L � � FOR -L- PLAN, SEE SHEETS 4& 5 �� _ _ _ _ _ _ _ _ I_ � � �� i- _�i �i_ �i _ : _ - - �i 'i 'i -i �' _ _ - _ - __ _ _ - __ _ __ - _ _ _- __ . _ _ - ---_. _ __- _ _ __ __ � _ . i i i_i_i i__ i � � �__ � �-� o� � i 1—_ � i � � I i I I i ___ ----- _-__ ----- ---- ----- ----- _ _ _--- ----- ----- _ __ _ _ _ —_ _-__ _-_-_ _. __ _. _ ___ _. _. _ _. _ . _ _-_ __-__ . _-_ _-_ - -----__. _ . . _-_ _-_ __. _ __-_ _ _-_-_ _-_ ---------- -_-_ _-__ ---__. _ . _-_-_ _-_ . ----__-__ _ -_-_ _. ----__-__ _-_-_ _. _ _ c� r�l� I.— _ �I .---------- I� I I I�� I� I � 0 °�� 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 -� PROJECT REFERENCE NO. SHEET NO. s�Z�x�n�a�mway, P-4405 K 9 su�te loo � ; � � � � � I Raleigh, NC 27607 ROADWAY DESIGN HYDRAULICS , , , �� , Eng�ilp.p.r�ng NCLicenseNo� F-o25a 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 , ! !i il � i II II II , , , , , I , , i I ! i I I I i I ,i ' j i , , , il , I I I �i i , , , , I �I I PIPE HYDRAULIC DAT A I, I � � Sta, 39 f00 -L - l8" RCP ��, I, DRAINAGE AREA = l AC BM #3 � �, i , DESIGN FREQUENCY = 25 YRS RR SPIKE IN BASE 15" WHITE OAK i� ', DESIGN DISCHARGE = 4 CFS —L— STA 44 + 24 OFFSET 102' LT �' �', ', I DESIGN HW ELEVATION = 60300 FT ELEV = 599.42 � � l00 YEAR DISCHARGE = 5 CFS I � � � � l00 YEAR HW ELEVATION = 603e1 FT '� I OV ERT OPPING FREQUENCY = 200 + YRS ' I' ' I' �� OV ERT OPPING DISCHARGE = 8 CFS �� I �-�, II i I �� OV ERT OPPING ELEV AT lON = 63003 FT ' �,_`. � i i � i ��,� � ! ' !I - � ~�., � �, �= 6oi.i � PIPE HYDRAULIC DATA � ''�. � i _ _ , - 0 0 � 8�` � '� E-- 94.9 = 0 Stao 50 +00 -L - l8" RCP �, +� , 4� ��.,; �� I I V= 40' S= 30 PH DRAINAGE AREA = 2 AC �I� �, , �s�� R R,,\, � � - DESIGN FREQUENCY = 25 YRS � � ----- ------ :50� -_ - �; _ _` D = 0 M H (+�I.B 41�� DESIGN DISCHARGE = 7 CFS '� � DESIGN HW ELEVATION = 55907 FT J —� � �a = � � �� ' � _ � -� � - _ — — — — � • �� l00 YEAR DISCHARGE 8 CFS � � J � •3�8 , ___ e _, � � �_ ,_ �� i, '� � ° (• � 2. Si -' 4,a8' • ��` l00 YEAR HW ELEV AT lON _ 559 9 F S',I o� o N , � O V E R T O P P I N G F R E Q U E N C Y- � 0 0 Y RS �� ' ' ° C° � J � � O V E R T O P P I N G D I S C H A R G E _ � > � w !, , N � Pl 47 95.0 OVERTOPPING ELEVATION 562e1 FT a�:, � oo , Nw NW I O J U+� `�� / I I II II I o� , _ �N�, F -.� VC = l6 , , , , ��' �� °�> J i'� � K 37 = o° ' 9i'��, � _ � � i , , , , , „ , ' � aw �� wc~i�w c�o� �, � i i �� _ I i" i � � � � � � � � � � N w .> -+� ��. � l 9+ 8 0 0 0 � � � o �, � , � � � _ !, _ _ � _ _ _ � J . �- • _ I _ � _��_ __ � _i, _ _ _i � i � : -- - -- _ cn w _- _ ---- _ -- _ _ _ _-_ _ _ � Q i? -__ __ 4• 6% �- __ _ --- : _ /2� � ; _� � _ . _ . _ - - _ w � -� _ _ . • � �+ - _ - _ I II II _ _ _I I_ _ - _ _- _ __ . . . 5 _ _ _ _ - m �-�-- _ _ II II . _ _ _ _ :. _� _ !�- �_ _ _I! _ _ -- - . . . � � ^ I _ _ --- __ _ _ - _ — _ I_ , l PIPE HYDRAULIC DAT A i � ,� �� i 'i I -�� - _ - _ , i + __ �� J J , 6 4��. � � it ,1 0 -I �' � I- II� Stae 42 /7 L l8 RCP _ � �, — � � - ' cs�_ o N � . _ a; - � � � � ,. - __ _ _ _ __ _ _ i i i. i i i i i i i i i i i i i i i I I_ II i i i. i i i i i 0 j� j _ _�� '_+ � - - _ �� •� �� i J�j'� e -I- I - - DRAINAGE AREA = / AC _ : :- _ - : _ - _ - _ o ,r, _ + r`- _ . � • �, . - I� i i _�� . . c� o-oo �n _ . � � . lr� , --�� , , I �� DESIGN FREQUENCY = 25 YRS __ _ _ _ _ � �; : _- : ° `� >-- � w _ - � � � � . 4� .� '� � '� �_i _, � � � �__ _ _ _ _ _ _ - — — - _ . � -- � . .� ' '� . � � - DESIGN DISCHARGE = 3 CFS - - : - - : — - — - Q � _ Z � J m � w o � J ' ,,, ' �!- I �� ,_ _i_— !—!—!— !—!—! _ i _i !—!— !—!—!— !— !—! i _i i_i_ i — !—!—! '- �i !—!—i— !—!—i i —! !—i-- = 595e4 FT _ _ — _ _----- . — - --__ . _— cn w _ _ _ -----___— m �n o � _ _ i _i , i _ _i_ � � � , �_ _�_ _ _� � _� � _�_� _� DESIGN HW ELEVATION . � � . �, _, . _ -- - -- .- . .--. _- _ . _ _. . _ _ _ _ _ . . . __ _- . _ -_ _ _ . . � = N N � Ln N . , �I � II � l00 YEAR DISCHARGE = 3 CFS - _ _- _ Q w �+� o+� �_ � � l00 YEAR HW ELEV AT lON = 59505 FT . . � J��, °' �, -' _ - - � w�J Q'�'i i i� OV ERT OPPING FREQUENCY = 500 � YRS _ ° a w II _ _ ZHJ mNW__ =�Oq I I _ _ _ _ W(fl LtJ U I I i � _ OV ERT OPPING DISCHARGE _ l4 CFS '� I' _ - _ _ - : - ---- --- --- _ _-- - _ - --- -- --- : � --- --- --� - - ---- OVERTOPPING ELEVATION - 597,7 FT __:__ _ _:- : : : --- - : --------- _ - =---_---- -- : : - --- _ _ _ : -- ------ : --- .o ��- '� � I - -- � �-,� � - - _ . -- - - . � i_ i . i i_ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ .� I I _ - __ __ _ _ _. . _ _ _ . _ _ __ _ _ _ _, !� . _ I !I _ _ _ _ _ _ _ - _ I_I! I' I! _I I_ II ' ' '-I _ _ I _ _ _ _ _ _ _ . _ _ _ _ _ _I I 1j I li. � - il � !_ I . i� - _ . _ . . _ _ _ . _ _ _ _ _ . . _ _ - _ _ II . . . _ . . _ _. . _- . __. . _ _ I . . _ _. . , . _ . . . . _ . . _- . __ � - _ _ _ - _ _ _ _ I . _ I _ _I I_ I J _ _ _ - _ _ . . _ _ _ _ - - � I_ I _ _i '_ II _ _ - --- _ _ - . . . _ _ - - . . - . _ _ _ . . _ . _ _ , _I I_ , II _ _ _ --- - __ _- _ - - . � i _ .. _ - -- _ - - -- -- - ---- _ — - I , i I � _ II i _I II .i _ _ _ I � - _. - _ , I - i � -I _ _ _ _ _I I , II �� I � � I i i i � _ _I I_ , I , _ _ _ _ � II I - . _ - _ -- _ _ _ - . _ I_ � � �--i -- ' i , II II II I I I I I I II j _- . - . __ _- . - . _ _ __ _ . _ _-. . - - -- I III II I _- _ II II . - -� _ _ _ r . - --- . - - _ . . _ _ --- . _ _ _ _ _- - . - _ _ _ _ , _I 1 I I � � _!I _ . ; -I _ _ _ _ _ . . _ _ _ L -I I_ I ; _ _ . -. __ _ _ I I ----- - _ _II - _ I _ _ _ _ _ _ _ _I I II I � . --- - _ __- I . - . I i I� II . . _ _ _ _ . _ _ - _ _ �, � � � - - _ - _ - - -- - � - - — - - _ -_ -- --- - . _ - ----. _ _I I I_ I I - - - I - -- �II I IIII III IIII III II IIII IIII I I I I II �L- _'I� II I�I I�II III� II�I I�II �II� I II�I III I� � . _ . -� . � . . . . . � ,. . � . � . -� . . . --� I- - I . - . . . � . --- � '-- ---� . I --------- . . . _. . - _- . _ — -i i --- ----- _ - . _- . . . . _ . i . . _ -- - ---. . . . -- . . -- _ � _ . . � � - _I _ _ . / (- _ _ _ - _ . �- _ _ -- - -- O i _ _ I� � __ � _ _ FOR —L— PLAN, SEE SHEETS 5& 6-� �� _ _ _ _ _ _ _ I_ � � �� i- _�i �i_ �i _ : _ - - � �i 'i _ i �' �� _ _ - - __ _ _i_— - - __ _ __ - _ _— __ . _ _ . - ---_. _ ___ _ __ . -�_i_i -i-i—�—i- i--�_ o� il i ili i��i i�ii ___ ----- _-__ ----- ---- ---- ----- ---- _ __ _--- ----- ----- _ __ _ - -- ----- ---- _ —_ _-__ _-_-_ _-__ _. _ ___ _. _. _ _. _ . _ _-_ __--- -_-_ _-_ - -----__-_ _-_-_ _-_ __. _ __-_ _ _-_-_ _-_ .-_ ------- -_-_ _-__ ---__. _ . _-_-_ _-_ _---__-__ _ -_-_ _. ---_ __-__ _-_-_ _ _� _ . - - - -� - � � � �I � �I � I I �� I � �o °�� 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 -� PROJECT REFERENCE NO. SHEET NO. , 5121 Kingdom Way, P-4405 K �0 Suite 100 _ __ i-- . � __ Raleigh, NC 27607 ROADWAY DESIGN HYDRAULICS --- _ __ -- — --- -- -- il I , �'ng�ilp.p.r�ng NCLicenseNo� F-o25a ENGINEER ENGINEER I j 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 II I II I i i II 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 il il 'II I I I I I , , , ,I , , i i I I � I i ,i i II �I III I I� III i I � ' I I I \ II � � �II �i �il! I � � ' � I I I I ii I � � , , , , , , , O � J �i ', I�� i i i i � I I I i � II i, j I i i i I i I i _ i _ I_ II I . _ __ -I I _ I� _ -I _ I! . _ __ !-_ . � - -- _I I- ! . _ _-. !-I -�- . . . . - _ . - -- _ . _ . _ _-- . � � � �� _ _ -- _ . _ --_ _ - . - __ _ --- . _ I_ _II _ . _ _ _ __ _ _ _ _ _ _ I_ _ _I I_ J _ _ _ _ _ _ _ . . - _ - _ _ __ - _ _ _ _ I_ 1 ! !i i _ �,_I_ . !_ _ _I! I _ -- - — . . _ . . . . . . _ _ --- . __ _ _ — — — — . . . __ _ _ _ , _I I_ I _ __ _ _ _ _ -1 I- i -. / _ _ - I_ . 1 i _ _ _ _ I I I I i - . _ _ � . _ _ I I _ _ _ . - _ �� . � �� - �� '� �_ '� �� . �� E = 49.0 - - __ � -- _ - - - - _ - __ _ _ _ _ _ _ � . - il , -� - _ _ _ _ . < ____ . -- __ _ . _ _ _ _ _ . . _ _ _ �_i ,i � l ii i , i �� i ii iii i i ii ii ii i iii � _i i i ii i K= 2 - _ . _ ____ . ___ _ __— _ . ______ _ - — — . - ____ - _ _ — — �-I � . � � � � � � � � � � � � � _. . i i� �� '� . ' _= D - - 5 M H _ _ � -- X�S� N� G OUN Ll � - - - - - = --_ - - - __ _ _ . - i _I , - �___' ___'_�_' _ .�_ i i_ i_i_i _,_', i i-' ____ _ _ _ : :----__ _- - -: : ----- -- : - — ___---- : : -_- : — -__ -- - _I - i-i i_ i-i-i �_�� -�_ �-�_� �� ._!_ i_i i -i_ i_i_ i _,- i !-! i, _ � . _ � .__ �� _ . � . , - _ . . . . . . . i-�� -: :- _ , - /. , � i __ � .4j% , _ � � 2� _ _ i 1 �_ ,- � _ . . . �( , , . - : � : - - _li ii REMO f EXIST NG 5� �=',_ � I I �` II _ 48,, R P , , � i � - _ _ - -I I � � : _ 2' SILL !� . , < - ' i u� , _ _ _ _ r� 5 % r� I._ - __ M _ I I I : --; ,_ _ __ _ - - - -- - -- --- I!, --- --- --' — - -- --- � - - � � _ _ _ : _ : � oo ~ � � _ _ i II I—� _ _ ---- --- --- � + � - __ p � _---- . _ --------- _ ----_---- . _ - --- . . _- . . _. . . - _ � . . . - . I- I li - _ _ _ - �� _ _ ZHJ - - _ _ _ . -I I I I I I I I ! I- 2 @ . _ - - : w � - _ . _ _ . : -- - _ - I i � � � � I� II �I �II I r X 6' f�CgC -_ S�LL '� � . --_I— J �� w - _ - I� -II � I� i I I ! J I ' ' I -- - �„� - E>I � . -_ . . - . . - _ . - . - _ - - . _ . - - . _I _ �I - J !_ . II - -_C�_? . � � . - . I II _ i . _ . . . _. -_- . -_. . . _I . . . _. . , -. - . . --- --- i H + � ,] , _ III _ _I I_ I -i � � QW . - - - . . _ _ _ _ _ � � I_ I _ _I! '_ II _ _ Z j --- (/) W __ _ . . - . _ - . _ . . _ . _ _ , _I I II I � _ _--- C� UJ __ _ _ . - ' CULV ERT HYDRAULIC DAT A . - _ . -- - --- - . - � _ �ii _i i .� : m w _ _ I _. __ _ — _ __ _ _ - _I �:� i � i , i � il i i;I I I � _ '� DESIGN DISCHARGE = 700 CFS _- � i � � _-: ------ _ �� : -'� �- � --- � � �_ _- -- _ -- _- _ ---- - -- _ _ - - _ --- _ _ _ _ _ �_ , � � � � '� '� _ � �_� � � . � , � � � � � � � �� _ _ --- . -- DESIGN FREQUENCY = 25 YRS . _ _ : _ _ _ __ _ . _ _ _ . _I �_ , , . _�� __: _ _ ___ _ _ _� �_ � -'� � : -i �- � i -� - DESIGN HW ELEV AT lON = 55007 FT - - - : - - -I � � , � _ _. _ _ I� I� _ _. _� �i - - _� �I � �r _ _�i _ - _ _ i BASE DISCHARGE = 950 CFS . _ _ _ _ _ _ - _ - _ -- _ , __ _ � _ _ _ _ __ --- --- ___ _ --- -- � � � � �� ! __!-- ��-�!-�!-�'- !-��_��_��_ ___�_ �_ ' , __ '�_'�_'�_',_ '� �� '� �'� - _ _ _ ---___ _. : __ __ . : - ---___ _ : : __ __ __ _ ___-- - : � _-I- � ---- �!-!- !-��-�'-�'- !-�'-�'- - - ___ _ ! !_'� '_'�_ ��_!_��_!_ �� _� --------- - BASE FREQUENCY l00 YRS _ _ _ I_,. __, �� - _ _� BASE HW ELEVATION = 550093 FT - - : _ _ ____ - _ : � � � �� _�__ _ -- - - . . OVERTOPPING DISCHARGE _ 1266 CFS . . . � �� _ __ _ � ° _ _ i - _ _ - - _ -, i � OVERTOPPING FREQUENCY 500 YRS FOR -L- PROFILE SEE SHEET NO. 6 � _ _ _ _ I- �� , � OVERTOPPING ELEVATION = 55403 FT �, � ' _I�� i 'i _ - : FOR CULVERT PLANS, SEE SHEET C-1 THRU C-?? - i � _ � � _ _ _ __ -- _ _ ----- _ _ _ . _ _ ;_i_ _ i_i � o� ��—_ ii i iiii �, ___ -----_-__----- _—_ _------------ _ _ _------------- _ __ _.-n ---------- _—_ ____—___ ____ ______ . _____ ___ _-__ _ _____ ___ ---------- ____ ____ ---____ . _____ ___ _ . __ _____ _- . . _i �� i ��- �� o °�� 51 52 53 -� PROJECT REFERENCE NO. SHEET NO. 5121 Kingdom Way, P-4405 K �� Suite 100 � Raleigh, NC 27607 ROADWAY DESIGN HYDRAULICS � I1C�II1eeI�II�Ig ENGINEER ENGINEER NC License No� F-0258 � � � � � W � � � � � A � � � , , , , � l(� � , , O� � � �� Z � O + I� DOCUMENT NOT CONSIDERED FINAL �� UNLESS ALL SIGNATURES COMPLETED a Q �� o � J� � �� i � ;i , , �0 \ � l i � II� 00�1' O� II II III � Q WQ � � � i - � � � � � � �I ii � l = l +68 28 EL 57� .8/' i W � � � � I � I , ��, , � ii 5=20� PH K=9 �� a� �' '' '', ' DS 20 MPH m a� w a J � , ' XIST NG ROU D Ll E � � �� Pl = l0+ 0.00 P POS D RAD LlN � �� ,I � , os 20 `MPH �° �� PIPE HYDRAULIC DATA � I'�� 'II � �� . � Sta, l0 +07 -L - 24" RCP '� '� '� , �� e� �.�6.5 _ __ ___ c+� o.5oi ___ _ ', ', ',, ', 6 �9 �+� 3_401 =--- �+> o.5oi DRAINAGE AREA 5 AC ,-,- 6 • - ° DESIGN FREQUENCY = 25 YRS �� '� '� ' -- +� • ( 0.103 / � � � I ---� � �� ; i DESIGN DISCHARGE _ l8 CFS i� � � i I � J- o N o� '� DESIGN HW ELEV AT lON = 559,0 FT ' � I'� � oo °'`°, �,r, °o o�°+ � °+_° ��°' P OPO ED RAD LlN l00 YEAR DISCHARGE = 22 CFS , ii �II 0 0� o+� _�- � o- l00 YEAR HW ELEVATION = 55905 FT , � � � i _ ' • ' °� > a�', a w o a OV ERT OPPING FREQUENCY = 500 � YRS i i i i � Q w Z�> � J� W � w z� EXIS lNG GRO ND lNE � � � �� m N w m� w OV ERT OPPING DISCHARGE = 40 CFS � � , OV ERT OPPING ELEV AT lON = 562e9 FT � � I, I �� il I ' ' FOR -DRI- AND -DR2- PLANS, SEE SHEET 6 i � ii � i , i � � i i i i , �� 2 �� i i i i li li li , i I II III I! , I j , , , , , , , , , , � � , �I �i �i l I I I i I I I � II II i I I I j i i, j I i i i I i li I i _ i _ I_ I . _ __ -I I _ _I I� - _ I! . _ __ !-_ . � - -- _I I- . I- . _ _-. !-I -�- . . . _ --- - . . - _ . - -- _ _ . _ _-- _ _ -- _ . _ --_ _ - . - __ _ --- . . _ I_ _II I_ � � � � �� . _ _ _ _ _ _ _ _ I_ _ _I I_ J _ _ _ _ _ _ - _ - _ _ . . _ - _ _ _ _ I_ , II _ �, I_ . !_ _ _I! II __ _ --- _ . - . . _ . _ _ --- __ _ _ . . - _ - - . . . . __ _ . _ _ , _I , II � . _ _ _ _ _ _ I_ _I I_ _ _ _ - _ _ _ I_ I _I I_ _ __ _ _ _ _ _I I I_ _ _ _ _ _ _I I_ _ _ _ _ _ _ _ _ I_ i i i _ _ i _ . i i _I li _ - _ _- _ _ - _ - __ - - _ _ _ _ _ _ _ _ - _ _ _ _ _ III � II � � � i I � i I � i i i� ��_ I .. __ . _ _ __ _ _. . _ _ - I I I I I I I - --- - i II I i ,-i II I I I II I II I i. — I I- . II I I I I II - - -- — - - - - - - --- . _ ---- II I-I I II I � i I i I I � I I I I i �I I I I O - -- . - - - - . --. - . - _ _ _ -_ . _ - I i PIPE HYDRAULIC DAT A _ , , , _ , i _� _ � � �_ 1_�_� � � �_� - - __ ---.-=_= .__-. - ____- -. -- -_ _ . _ - - :-__. -_-_---- : - _ ----__— -: - „ : - -- - _I I_ li , _ . . . _- � - _ -__ :__ �_: __�- _�-�- -- � _ _ _ _ Stae 15+59 -EYI- l8 RCP � _ � � _ --- — � � . ___ . _ _ DRAINAGE AREA = 4,7 _ _ � � _� , AC o��, __ - - _ _ , � �I Q Q� _ _ . DESIGN FREQUENCY = 50 YRS _ _ � i � � _ _ _I � � , DESIGN DISCHARGE _ l3 CFS � �n _ o _ , � _ p o _ - -ii ii ii ---- --- --- --, ,_ _ ___ _ _ _ _ _-- -- --- _ __-- __- _-- --� - - -- - z � - -- - _: : - --_---- -_:-- _ _ - ----- - : : --------- - Q <o -_---_---- DESIGN HW ELEVATION - 633>58 FT : - : --- - : :. _i i i i I-� -- _ _ ` 11 '�' l00 YEAR DISCHARGE _ l3 CFS ' � � � � � , � � � = m i W- - _ -: :-_ _� � - __ l00 YEAR HW ELEV AT lON = 633058 FT - -: -I ; _. �� __ i � �i i� _ _I � � _ -- a — �i i�, �� ,�, i li i , � � i, i � OVERTOPPING FREQUENCY = 500+ YRS _ �� _ � � _ . _ Pl: _ l3+ 0.00 _ _ - - _ i ii �'_: _ _______— . �i _. _ __ I� �I--- ___ ___— !_ —�i _ — : , . = _ : :-: � � � OVERTOPPING DISCHARGE _ l9 CFS � __-___' ______ _ �'l l5 �5. Q _ _ _ � � _ � � _ � � _� �_ � EL 63 .l2 - _ _ _ _ - - OV ERT OPPING ELEV AT lON = 635e37 FT _ _ �, � i _�� _ _ --- - -- — _ _ _ , _i _ _ , . . i !_ i � _ 'i _i '_ ---- _ — . - - : = K = 37/ _ : - � - � � _ - _ - - - _ - � I � - � � K = � 3 _ _ -- _ _ _I � �, _. _- _ � _ _- : _'. _ � � � _ _-- _ _ . _ _ _ . -� � � � � _ . _ __ _ . _ _ - — � _-� �-, � -- li� — �_ _.. _. _ _.- _- - _ __. ._ . _ : -_ _- _ _ - - - _ : : --- : - --- - - - -- : : _ _ _ __ ___ _ _ - ___ _ i I_il il � -- _ �i �� _ _ ___ ri �— — -.T _ _ __ _ _ __ _ __ _ - - — . _�ii �� I�i i i � -�i � _i . _i . _ _ . _ _ -- . . - . - _ _ _ . _ - _ _ _ L -_ �i �! : ---i i� - : _i ��- � !i_ i i � i _ -: _ ----- -- : : e : - _ : : : : : - — : - _ : : - : : : : -- -- : : : - - : -I i !i � , � _--- _ __I � - � r ( )l.16� / f -)0, 9 3 a (=) .896 ' — —�-- `_ — — -- — - � � — -- — _ _ �� , � — °o _ _ _ _ � I I! I' I� ! I! I!—I' I� I� �' �� ! !-- I'—!—!—� ! I' I' I' i_ i I� � i __ �i �, � �i � �i . i i �i � �� i i �� i �, �- -- - --- - - --- _ . _ —_ : : _ _ : - _ : : __ __ -_ - — ---_ _�� — � �`- _--- — - - — ---- -- _—___ __ : - =— ---- -_ _— — ____ __ E�`�, �1 N� _ t�lE _ _ � . ___ _ __ � _ . , - _ _ _ _ __ _ . _ _ Q_ _ __ . _ _ _ _ _ _ _ �� _�-- -- - — . . _ _ _ - - . _ __ _�� ° : : : - _ _ _ -� �-�� FOR EYl PLAN, SEE SHEET 4 _ : _ _ _ _ _ _ _ I_ �� _�� i_ _ : _ - - �i �i 'i 'i -i � - _ _- __ _ _ _ _ _ _ _ - _ _ _—__- _ _ _ - ---____ _ ___ _ _ _ _ _ _ _ � _�� _ . . � i_�_i �_i_ i- i--- o� i ili illi ilii ___ ----- _-__ ----- _ —_ _--- ----- ---- _ __ _--- _-__ ------ _ __ _ —__ _---- ---- _ —_ _-__ _-_-_ _-__ _. _ ___ _-_-_ _-_ __-_ __-__ . _-_ _- -----__. _ . --- _-_ __. _ __-_ _ - ---- _-_ -----_—__ . _-_ _-__ ---__. _ . ---- _-_ _---__-__ _ -_-_ _. -----__-__ _-_-_ _-__ -- - . - - - - - � �� I �II I�� I� �o °�� 10 11 12 13 14 15 16 17 18 19 -�