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HomeMy WebLinkAbout20181249 Ver 1_Individual Application pt 2 of 4_20180913� N � N � See Sheet � B For Conventi onal Symbols •� ����� ��� �� ���� ��� ����� �� ��� � �� � �I ��� ���� LOCATI01�: COMPLETE 540 — FROM WEST OF 1�C�5 TO EAST OF HWY 401 TYPE OF WORI�: GRADII�G, DRAII�A GE, PA T�I1�G, A11 tD STR UCT URES , , , , _,,_,_ , , � ' � __---"�� ._^ , � , , _ , , , � ► , , , y �;� 1', NC 55 �BYPASS �`; � , , 6 ► � � �' ' ApE_X, 1 1_ 7 8 ! ► , � � . �N To U�� � ��"; -�- 9�--, _ ;---- -� �y _ ` � � � SPR►NGS � — , . _ � � � � � - � _ � F10��Y � � � ,,---- - ' `1 ' —Y2— 5 ' NC 55 �Q 4 � , ,- � _�__�E _WILLIAMS ST) BEGIN TIP PROJECT R-2721A� —Ll— POT Sta. BEGIN CONSTRUCTION 22 +5o.00(LB) _ —Ll— STA. 16 + 50.00 �1VD TIP PROJECT R-2721A —L— STA. 240 + 00 (LB) _ BEGIN TIP PROJECT R-2721B —L— STA. 240 + 00 (LA) _ —L— POT Sta. � o + oo.00��,� trtr ' j0► 3 � I N �� ' Q ��_ �� ���.qpF ► / � ^����1 �� � � , \ � � ; ^ �1 � � � � � � ; X► , ,'�--' 1 � � .,' �' SUNS T�LA�KE RD s,,ti� r y � � o ��� ���� s � Ln z2 —� _ _ , r 6 � �'��'''9s ► � � --- -�^� ; ,� � ', � 538 ►� � � � f � � �� , � � _ � ,�� � `I� \�' � i� 1 � 1 , , � _, , � _ ___- �_ '. ` —Y7— ' '`' (WEST LAKE RD) y' , , , , , , , , , _---- , � ► , ► , , , ,__._�, � �, � , ►� , �� ; �� , � ' �-, --i '--► \` , i —Y8— SR 1386 (BELLS LAKE RD) - 2 59 $ 29 3 3 -�- 3. � -Y9- 5g � , (RHODES RD) Jc8B —Y10— DEER MEADOW DR rr, . -, � � ,_ , � , , , 17 , � , , --�� ,, � ,�.� � ��- s ��� � p o� � N�� 1 � ` 1 , � � ''►� ' � � � , - �_--- , � ,! _--____-►� ► _�- � � _ ;��- �.; �3 141 S RINGS1----- �� SRY 301 (SUNSET LAKE RD) SR 1152 (HOLLY SPRINGS RD) �. ,,,, ` � —Yl l — SR 1404 ,' (JOHNSON POND RD) ,' 61 �� �S THIS PROJECT IS WITHI11l THE MU11tICIPAL BOU11tDARIES OF TOWN OF CARY, TOW11t OF APEX, TOW11� OF HOLLY SPRIIIIGS, A111D TOW11� OF FUQUAY VARI11tA. THIS IS A C011lTROLLED ACCESS PROJECT WITH ACCESS BEI11lG LIMITED TO I11tTERCHA11tGES. CLEARI11lG A111D GR UBBI11lG 0111 THIS PROJECT WILL BE METHOD III. n � � � �50 � � � , � o' z �► N�' ► ► ► � : , / ��^\\ � �� �-' —Y� 2— ` � FUQUAY ��` �� SR 1375 �-�,; VARINA� ,` � (LAKE WHEELER RD) `=!--- �. � \ � _ � \ � �\ - � FVAR NA � � —Y� 4— 58C"-� (McCULLER?S RD) �� � I � 3� 6 FUQUAY— VARINA` —Y13 / US 401 M co �—� W � — FUQUAY— VARINA r� � _i _ -i _-- - . �_:, , ,- , , 39 � Z END TIP PROJECT R-27216 END CONSTRUCTION —L— STA. 500 + 63.80 -� T 0 1-40 � —Y15— NORFOLK SOUTHERN RAI LROAD ��T���][l�]L]E�]E ]�]L��T� IID� N�'d' U�� ]F�R Id// W��C�Q�7d3d�d�i9N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Offlce of: HYDRAULICS E111GI11tEER GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH L O C H N E R NC FIRM LICENSE No: F-1148 ADT 2 Ol 8— 2 8�Z OO H. W. LOCHNER, INC. 1151 SE Cary Parkway 2840 PLAZA PLACE, SUITE 202 ECOLOGICAL Suite 101 � � � � RALEIGH, NC 27612 NC License Cary, NC 27518 D 50 25 0 50 100 ADT 2040 — 66,400 LE11tGTH ROADWAY TIP PROJECT R-2721 = 9.406 Miles (919�571-7111 Number F-0759 ENGINEERING (919) 557-0929 0� aoa p�y �a o ,�, SUNGATE DESIGN GROUP, P.A. �� K — � Z /O ,. � W . 905 JONES FR4NKLIN ROAD � Q o P L/'lN S = O LE11tGTH STR UCTURES � 0.195 Miles \�,il/fj RALEIGH, NORTH CAROLINA 27606 � O�� D65 /O � � l � TEL (919) 859-2243 NC FIRM LICENSE NO G890 * � P.E. T= 11 %* TOTAL LEI�GTH TIP PROJECT R-2721 = 9.211 Miles 2018 STA11iDARD SPECIFICATIONS SIGNATURE: � � 50' 25' 0 50' 100' Brian K. Eason, PE a � V= 75 MPH RIGHT OF WAY DATE: I'ROJECT ENGINEER ROADWAY DESIG11l ��, a� PROFILE (HORIZONTAL) *�ST = 7% DUAL 4% Februar�r 18, 2020 E111GI11tEER ���p QoQ�Q Christina L. YokeleX, EI o� ��p��Q � O� �J � O � O� 2 �' F U N C C V1S S = PROJECT DESIGN ENGINEER INTERSTATE LETTI11lG DATE: STATEWIDE TIER February 18, 2020 Dennis Jernigan, PE PE PROFILE (VERTICAL) NCDOT CONTACT SIGNATURE: BOUNDARIES AND PROPERTY.• State Li ne ---------- County Line --- Township Line City Line Reservation Line Property Line Existing Iron Pin � Computed Property Corner � Property Monument 0 Parcel/Sequence Number i23 Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil -'� : S �'� - Potential Contamination Area: Soil -� 5 �- Known Contamination Area: Water - �'� -W- �' - Potential Contamination Area: Water -�b W �- Contaminated Site: Known or Potential '�' ? BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap o Sign � Well ° Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir � — � Jurisdictional Stream �S BufFer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow �--- -- Disappearing Stream �--- --- S p ri n g o���,�_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLOV{' False Sump � ����� �� ������ � �.����� 9 �� ��� � � ���� �� RAILROADS.• Standard Gauge - RR Signal Milepost Switch RR Abandoned RR Dismantled - Note: Not to Scale *S. U.E. _ CSX TRANSPORTATION O M/LEPOST 35 0 SWITCH i i i i RIGHT OF WAY � PROJECT CONTROL: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Point 0 Primary Horiz and Vert Control Point � Exist Permanent Easment Pin and Cap Q New Permanent Easement Pin and Cap O Vertical Benchmark � Existing Right of Way Marker 0 Existing Right of Way Line - New Right of Way Line R New Right of Way Line with Pin and Cap New Right of Way Line with Concrete or Granite RlW Marker New Control of Access Line with Concrete C�A Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement - New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement ROADS AND REL�ATED FEATURES: Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail Proposed Guardrail - Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub � W i� 07 � W in� � "�' �J- �c� �A� E E TDE PDE DUE PUE TUE AUE C F m � � �♦�♦�♦�♦�.� W � Subsurface Utility Engineering Hedge Woods Line Orchard V i n eya 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 U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS 6(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) r...-�...�...'�...'�-...-� � � � � Vineyard CONC J ��N� WW � � WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: �oN� Hw � Pedestal TV Towe r �________� U/G TV Ca ble Ha nd Hole U/G TV Cable LOS B(S.U.E.*) ❑ �B * U/G TV Cable LOS C(S.U.E. ) U/G TV Cable LOS D(S.U.E.*) O U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) - - - -T- - - - T T ----TC---- - -TC- - TC - - - - T F 0 - - - - - -T FO- - T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information w w A/G Water --TV--- TV ----TV FO--- - -TV FO- TV FO � � —c � A/G Gas OO O 55 A/G Sanitary Sewer - FSS - - - - - - F55 - - FSS • 0 0 � ?UTL 0 UST 0 � � AATU R E.O.I. �� A2 C1 PAV E M E N T H E D U L E � PAVEMENT DESIGN PENDING ) 13.5" PORTLAND CEMENT CONCRETE PAVEMENT WITH DOWELS. 11" PORTLAND CEMENT CONCRETE PAVEMENT. PROP. APPROX. 1%2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.56, AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C 2 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C 3 AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. D1 � PROP. APPROX. 2%2" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OB, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. D 4 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.06, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE ORIGINAL GROUND VAR. �n� SLOPES ��� �� � 30' 10' 6' 18' H � Z Z � � � V W � w � Z � 0= Z 2 T `? 'I 6:� 6:1 6:1 2:\ VAR. SLOPES SEE X-SECTIONS 14' 17' w/G R 12' C3) 0.04 12' El> J1 E1 E2 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 8" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, E 3 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. J1 J2 J3 � ■ PROP. 8" AGGREGATE BASE COURSE. PROP. 10" AGGREGATE BASE COURSE. PROP. 6" AGGREGATE BASE COURSE. 1'-6" CONCRETE CURB AND GUTTER. � R3 S T U 2'-6" CONCRETE CURB AND GUTTER. 5" MONOLITHIC CONCRETE ISLAND. 4" CONCRETE SIDEWALK. EARTH MATERIAL. EXISTING PAVEMENT. �/ � MILLING W � VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS) —L— N C 540 12' 12' 12' 14' � �- I O � w � I �W � � W� 12' PS 25' i � � � Z W I N � � x� � w� I � ---------------------------�--____ � _____------------------------------------_____ . - - - - - - - _ - - - - - - - - - - - _ �- - _ - _ - - J � I � � _ _ _ _ _ _ � � I � � - - - - - _ - - _ _ _ � � � I I GRADE TO THIS LINE _____----- '--- _-- —__ TYPICAL SECTION NO. 1 —Ll— STA. 16 + 50.00 TO STA. 22 + 50.00 —L— STA. 10 + 00.00 TO STA. 21 + 00.00 —L— NC 540 � i : 39' T TYPICAL SECTION NO. 2 —L— STA. 21 + 00.00 TO STA. 3 7+ 00.00 14' 12' PS C3 0.04 12' RT GRADE POINT * 0.02 12' � CROWN POI NT C3 0.02 12' 14' 18' 17' w/GR 12' PS Z O � w C� Z D3 = �0.04 � �� �--J 19" GRADE TO THIS LINE * USE —L_RT— PROFILE 6:� 6' � Z ON �� � w (> Z� =0 6:1 10' � ORIGINAL GROUND 3'� ��v in� 6:1 �v in� VAR. SLOPES NOTES: 1. USE 4:1 SLOPES INSIDE INTERCHANGE 2. THROUGH PAVEMENT SECTION SHALL EXTEND TO THE BACK OF GORE AT ALL RAMPS AND LOOPS. � PAVEMENT SCHEDULE � � A1 13%2" PCCP A2 1 1 " PCCP C1 11/ r► SF9. 5A C2 3" S9.5B C3 3" S9.5C D1 2%2" I19.0B D2 3" I19.00 D3 4" I19.00 3 0' 6 :1 D4 4" I19.0B , �n� v � ? � E1 4" B25 . OC VAR. SLOPES ��� ���` SEE X-SECTIONS E2 4" B25.0B E3 8" B25.00 J1 8" ABC J2 10" ABC J3 6" ABC R1 1'-6" C & G R2 2'-6" C & G R3 5" MCI ►► 30' S 4 SIDEWALK 6:1 T EARTH MATERIAL ,��� 2' U EXIST. PAVEMENT VAR. SLOPES '�� �i� SEE X-SECTIONS V M I L L I NG ORIGINAL GROUND W WEDGING 30' ORIGINAL GROUND 6:1 �n�� 2•: VAR. SLOPES ��� �� � SEE X-SECTIONS � Z O � w t� Z 2 �i � Z O � w � Z 2 T� 14' 17' w/G R � _ 12' PS 0.04 12' 12' CROWN POI NT D3 C3 0.02 � �, GRADE TO THIS LINE 14' 17' w/G R � _ 12' PS � Z O � w � Z _ � 0.04 12' 12' CROWN PO I NT D3 C3 0.02 E1 �� GRADE TO THIS LINE 14' 17' w/G R � _ 12' PS 0.04 12' E LT GRADE PO I NT * 0.02 14' 12' PS T 0.04 SEERIES XS -L- N C 540 � I 78' T 19"" TYPICAL SECTION NO. 3 -L- STA. 37 + 00.00 TO STA. 43 + 50.00 12' GRADE POINT 0.02 12' 12' 12' CROWN GRADE PO I NT PO I NT �3 C3 0.02 0.02 E1 J1 GRADE TO THIS LINE 19" 14' 12' PS 0.04 T : -L- NC 540 � � 78' T g ;1 TYPICAL SECTION NO. 4 -L- STA. 43 + 50.00 TO STA. 55 + 27.23 �2� 14' 12' PS 0.04 14' 12' PS 0.04 TRANSITION FROM TYPICAL NO. 4 AND NO. 5 AT THE FOLLOWING LOCATIONS (SEE PLANS): -L- STA. 55 + 27.23 TO STA. 58 + 27.23 14' 12' PS 0.04 -L- NC 540 � � 70' T 8:1 T $:1 14' 12' PS TYPICAL SECTION NO. 5 -L- STA. 58 + 27.23 TO STA. 500 + 63.80 0.04 PO I NT * * 0.02 LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919)571-7111 NC License Number F-0159 12' 12' CROWN PO I NT C3 � 0.02 14' 17' w/G R _ 12'PS _� J" �� E1 19" GRADE TO THIS LINE * USE -L LT- PROFILE ** USE -L_RT- PROFILE 12' GRADE POINT 0.02 12' CROWN POI NT 0.02 12' 0.04 14' 17' w/G R _ 12' PS _ � 0.04 � J1 � „ - GRADE TO THIS LINE 12' 12' 12' GRADE CROWN POINT POINT C3 � 0.02 0.02 14' 17' w/G R _ 12' PS _ � 0.04 / �� E1 19" GRADE TO THIS LINE r Z O � fW^ v Z _ T 6:� 18' 18' � Z O � w � Z 2 T 6:� 18' � Z O � w � Z T 6:� PROJECT REFERENCE NO. SHEET NO. R-2 721 2A-2 RrW SHEET NO. ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ]L�]E�IE][e��'1[��T1�1]E�� I[�][�A�T� �� N�T �s� r�� ��z�s��au��R�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED VAR. SLOPES 3•1 �viin� b�� 6:1 nv in� � Z � �GRO NDL _� � O 6' " 10' 6' 10' � Z ON �� w V Z� _ � ORIGINAL GROUND 3'� � v in� 6:1 � v in� 6 �� VAR. SLOPES 6' 10' � Z O �" �� � w U Z� =0 3'1 6:1 b �� VAR. SLOPES ORIGINAL GROUND �� v in� �v in� NOTES: l. USE 4:1 SLOPES INSIDE INTERCHANGE 2. THROUGH PAVEMENT SECTION SHALL EXTEND TO THE BACK OF GORE AT ALL RAMPS AND LOOPS. � PAVEMENT SCHEDULE � � A1 13%2" PCCP A2 1 1 " PCCP C1 11/ r► SF9. 5A C2 �3" S9.5B C3 I3" S9 . 5C D1 �2%2 `► I 1 9. 0B D2 �3" I19.00 D3 I4" I19.00 D4 �4" I19.0B E1 �4" B25.00 E2 �4" B25.0B E3 I8" B25.00 • •- . J2 I10" ABC J3 I6" ABC R1 �1'-6" C & G R2 I2'-6" C & G R3 �5" MCI S I4" SIDEWALK T IEARTH MATERIAL U IEXIST. PAVEMENT V IMILLING W IWEDGING C � � Q N O d' �� 0 � � N � 00 N O�. �� VARIES - ASPHALT SHOULDER_�_ 3' G UARD RAI L D ETAI L DETAIL SHOWING SHOULDER PAVEMENT AT GUARDRAIL (USE IN CONJUNCTION WITH TYPICAL SECTIONS NO. 1 THRU 5) 37.5' MILLING 1" EVERY 25' 0" TO 1.5" Cl V ---- --- --- --- — — -- --- ---- --- --- — I I I �----------- — ----J U E2 Cl MI LLI N G D ETAI L USE MILLING DETAIL AT RESURFACING TIES C2 �_ 1�`�--1_--1_--1 --1_--1/_' �---'---------------I 4�� M��• � 2.5" MIN. i �------- --------------------------------------� u WEDGING DETAIL Wedging Detail For Resurfacing VARI ES 35' TO 39' 19" 12' GRADE PO I NT 0.02 36' CROWN POI NT 0.02 J1 � C3 14' 17' W/G R 4' � FDPS � � �: T 18' 6:� 6' � z oN �� w (,�j Z� =0 6 :1 � GRADE TO THIS LINE ACCELERATION/DECELERATION LANE DETAIL MAINLINE PAVEMENT WITH ACCELERATION / DECELERATION LANES (USE IN CONJUNCTION WITH TYPICAL SECTIONS NO. 1 THRU 5) SEE PLAN FOR LOCATIONS 10' VARIES - ASPHALT SHOULDER � 3' LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919)571-7111 � . fl; � � -� ---�I �, ,� SHOULDER BERM GUTTER �SBG) DETAIL DETAIL SHOWING SHOULDER PAVEMENT AT SBG (USE IN CONJUNCTION WITH TYPICAL SECTIONS NO. 1 THRU 5) ORIGINAL GROUND � �v/in�� VAR. SLOPES SEE X-SECTIONS 1'-6'_ AI/'11[`C \1/Al l 19'-6" * 18� P$ *�k w Z � J w � � � O W C� 0 * 7'-6" I N AUXI LARY LAN E LOCATIONS ** 6' I N AUXI LARY LANE LOCATIONS NOISE WALL DETAIL SHOULDER CONSTRUCTION DETAIL WITH BARRIER AND NOISE WALL. THIS TYPICAL IS TO BE USED IN FILL LOCATIONS. (USE IN CONJUNCTION WITH TYPICAL SECTION NO. 5) SEE PLAN FOR LOCATIONS NOISE WALL RETAI N I N G WALL , �„ 19'-6" 18' PS w Z � J W � � � O W 0 w N O I S E WALL /RETAI N I N G WALL D ETAI L SHOULDER CONSTRUCTION DETAIL WITH BARRIER, RETAINING WALL, AND NOISE WALL. (USE IN CONJUNCTION WITH TYPICAL SECTION NO. 5) SEE PLAN FOR LOCATIONS W 6, � 19'-6" (Normal Wall OfFset) ; WIDE. �si�HT u DIST.) > � � 12' FDPS 12'; PDPS 0 W C� D3 C3 0 LL' 0.04 El� �1 NC License Number F-0159 � NOISE WALL ,_6„ 5' 3' T � �•.� x v i ?'I � nv i PROJECT REFERENCE NO. SHEET NO. R-2 721 2A-3 RrW SHEET NO. ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ]L�]E�]E][e��'1[��T1�1]E�� I[�][�A�T� �� N�T �s� r�� ��z�s��au��R�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOISE WALL PLACEMENT FOR SIGHT DISTANCE DETAIL SHOULDER CONSTRUCTION DETAIL WITH NOISE WALL OFFSET FOR SIGHT DISTANCE. (USE IN CONJUNCTION WITH TYPICAL SECTION NO. 5) SEE PLAN FOR LOCATIONS NOTES: l. USE 4:1 SLOPES INSIDE INTERCHANGE 2. THROUGH PAVEMENT SECTION SHALL EXTEND TO THE BACK OF GORE AT ALL RAMPS AND LOOPS. 30' 10' 6' � � � Z cn Z V � J � � � � � � w O Z � Z _ _ �''I ORIGINAL �n� �i� GROUND 6: � �n� �i � *VAR. SLOPES SEE X-SECTIONS ������v� ORIGINAL GROUND �n� '�\'�ii� PAVEMENT SCHEDULE A1 13%2" PCCP A2 1 1 " PCCP C1 1 1/4 ►► SF9 . 5A C2 3" S9.5B C3 3" S9.5C D1 2%2'► I19.0B D2 3" I19.00 D3 4" I19.00 D4 4" I19.OB E1 4" B25.00 E2 4" B25.0B E3 8" B25.00 J1 8" ABC J2 10" ABC J3 6" ABC R1 1'-6" C & G R2 2' - 6" C& G R3 5" MCI � Q S 4" SIDEWALK N O d I � T EARTH MATERIAL � � 0 �� U EXIST. PAVEMENT N � o� � V MILLING W WEDGING 6:� ,_ : 18' 6:1 12' 4' DPS � �: T ) �„ Z I ' 16' , I 4' j 12' I I I � I j GRADE j POI NT ) I 0.02 ' 0.02 17" J2 14' 17' w/GR 0 � �: m T � � TYPICAL SECTION NO. 6 -Yl RPB- (MI RRO R) STA. 10 + 00 TO STA 2 9+ 2 9. 73 -Yl RPC- STA. 10 + 00.00 TO STA. 29 + 41.66 -Y5 RPA- STA. 10 + 00. 00 TO STA. 2 5+ 2 8. O1 -Y5 RPB- (MI RRO R) 10 + 00.00 TO STA. 2 8+ 42 .94 -Y5 RPC- STA. 10 + 00.00 TO STA. 32 + 83 .50 -YSRPD- (MIRROR) STA. 10 + 00.00 TO STA. 27 + 59.61 -Y8RPA- STA. 10 + 00.00 TO STA. 33 + 93.13 -Y8RPC- STA. 10 + 00.00 TO STA. 35 + 55.90 -Y13 RPA- STA. 10 + 00.00 TO STA. 2 9+ 73 . 70 -Y13RPB- (MIRROR) STA. 10 + 00.00 TO STA. 33 + 15.63 -Y13RPC- STA. 10 + 00.00 TO STA. 30 + 61.34 -Y13 RPD- (MI RROR) STA. 17 + 30.00 TO STA. 40 + 64.78 � I 36'-50' I � 10' 18'-2 5' � 18'-2 5' ORIGINAL GROUND �n� ���� VARIABLE SLOPES (SEE X-SECTIONS) �"��� �� "� ORIGINAL GROUND 2:1 2 :1 14' w/G R 5' q. � 2� C 30' GRADE 2= � 10' � 14' w/G R 4, 5, 10' POI NT � 0.02 0.02 � 0.02 0.02 T T � D4 J2 R2 6„ ��„ 6" TYPICAL SECTION NO. 8 -Y5 RPAN B- STA. 10 + 00.00 TO STA 12 + 80.96 -Y5RPASB- STA. 10 + 00.00 TO STA. 10 + 66.87 -Y5 RPC N 6- STA. 10 + 00.00 TO STA. 12 + 04. 08 -Y5 RPCS B- STA. 10 + 00.00 TO STA. 12 + 2 7. 74 ORIGINAL GROUND �n� v� 2� 1 VARIABLE SLOPES (SEE X-SECTIONS) 3'1 �v in� ORIGINAL 6:� GROUND �v in� *VAR. SLOPES SEE X-SECTIONS in�� ORIGINAL GROUND � ORIGINAL GROUND *v� SEE X- ORIGINAL GROUND 2'� � v in� VARIABLE SLOPES (SEE X-SECTIONS) 2:I �� 14' w/G R �viin� ORIGINAL GROUND �ni ti ,o� �ni LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919)571-7111 Z i i,o, ,.� NC License Number F-0159 PROJECT REFERENCE NO. SHEET NO. R-2 721 2A-4 RrW SHEET NO. ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ]L�]�ll�][e��'1[��T�1]E�� I[�][.s��T� �� N�T �s� r�� ��z�s��au��R�N � � 2 4'-2 6' I I 22'-24' -- I , I � �2, , F2' GRADE � POI NT C2 0.02 TYPICAL SECTION NO. 7 -Yl LPB- STA. 10 + 00.00 TO STA. 20 + 51.00 -Y8LPA- (MIRROR) STA. 10 + 00.00 TO STA. 23 + 57.69 -Y8 LPC- (MI RRO R) STA. 10 + 00.00 TO STA. 22 + 22 .65 -Y13 LPA- (MI RRO R) STA. 10 + 00.00 TO STA. 2 3+ 08. 70 -Y13 LPC- (MI RRO R) STA. 10 + 00. 00 TO STA. 2 5+ 14. 64 ORIGINAL GROUND �n� v� VARIABLE SLOPES (SEE X-SECTIONS) 2:1 �� 14' w/G R � I 23� I I 21' I � I � I.�2, I 2� j 2' GRADE � POINT C2 � 0.02 _ 10' _ 14' w/G R 2 �� T R2 11„ J2 �4 R2 �n� v � 6„ 6„ ORIGINAL GROUND TYPICAL SECTION NO. 9 -YSRPBSB- STA. 10 + 00.00 TO STA 12 + 39.50 -Y5 RPD N B- STA. 10 + 00.00 TO STA. 12 + 31. 71 14' 17' w/G R 4' FDPS � �: 2 �� � R2 ��„ J2 D4 T �n� v � ORIGINAL 6�� GROUND TYPICAL SECTION NO. 10 -Y5 RPBN B- STA. 10 + 00.00 TO STA 11 + 60. 85 -Y5RPDSB- STA. 10 + 00.00 TO STA. 11 + 70.88 30' 18' 6' , 10' I I 3� 6.� �v in� ORIGINAL 6:� GROUND 6.� � v in� *VAR. SLOPES 6�� �G SEE X-SECTIONS ,�, ORIGINAL GROUND f CONSIDERED FINAL NATURES COMPLETED ORIGINAL GROUND �LOPES ECTIONS ORIGINAL GROUND ORIGINAL GROUND 2'1 � v in� VARIABLE SLOPES (SEE X-SECTIONS) 2:l r�vrin� ORIGINAL GROUND NOTE: USE 4:1 SLOPES INSIDE INTERCHANGE c rn -o Q N O � � � � � r N � �� O � � C aa � Q N O d � } 0 � N � 00 N O� � C aa � Q N O d � } 0 � N � 00 N O� � C aa � Q N O d � } 0 � N � 00 N O� � C aa � Q N O d � } 0 � N � 00 N O� � C aa � Q N O d � } 0 � N � 00 N O� � C aa � Q N O d � } 0 � N � 00 N O� � C aa � Q N O d � } 0 � N � 00 N O� � � PAVEMENT SCHEDULE � � A1 13%2" PCCP A2 1 1 " PCCP C1 11/ r► SF9. 5A C2 3" S9.5B C3 3" S9.5C D1 2%2" I19.0B D2 3" I19.00 D3 I4" I19.00 D4 �4" I19.0B E1 �4" B25.00 E2 �4" B25.0B E3 I8" B25.00 • •- . . J2 10" ABC J3 6" ABC R1 1'-6" C & G R2 I2'-6" C & G R3 �5" MCI S I4" SIDEWALK T IEARTH MATERIAL U IEXIST. PAVEMENT V IMILLING W IWEDGING C � � d N O d' � � � 0 � � N � 00 N O�. � � ORIGINAL GROUND �n� v� VARIABLE SLOPES (SEE X-SECTIONS) �"��� v "�� ORIGINAL GROUND ORIGINAL �������� GROUND -,� ��-T ������� VAR. SLOPES SEE X-SECTIONS �n���i � ?:I �n���i� 6:1 ORIGINAL GROUND 3:� 2:1 � 2' C2 0.02 � I 36' GRADE 2� POI NT 0.02 T) � 1 1/ / T I �I'- (T R2 11 �� U E2 R2 GRADE TO THIS LINE TYPICAL SECTION NO. 37 -Y51- STA. 10 + 51. 5 0 TO STA. 15 + 8 7.44 -YSJ- STA. 10 + 18.41 TO STA. 21 + 92 .30 � I VARI ES VAR.9' � VAR.9' � 2' TO 15' I TO 15' 2' I 8' O108 I 6:1 T I �1 VARIABLE D4 SLOPES SEE X-SECTIONS VAR.9' VAR.9' TO 10' TO 10' - GRADE TO THIS LINE �: �qR. TO TYPICAL SECTION NO. 39 -YSB- STA. 10 + 39.00 TO STA. 14 + 00.00 -YSC- STA. 11 + 00.00 TO STA. 12 + 26.39 -YSD- STA. 10+25.00 TO STA. 12 +25.86 -YSE- STA. 10 + 51.50 TO STA. 12 + 87.56 -YSF- STA. 11 + 50.00 TO STA. 20 + 50.00 -Y5G- STA. 13 + 25.00 TO STA. 16 + 99.32 -Y5 K- STA. 10 + 22 .85 TO STA. 11 + 50.00 -Y8C- STA. 11 + 25.00 TO STA. 12 + 36.63 -Y8D- STA. 11 + 50.00 TO STA. 12 + 54.87 -Y13 C- STA. 10 + 2 5.00 TO STA. 13 + 11. 75 -Y13 E- STA. 10 + 75.00 TO STA. 15 + 00.00 � I VARIES 25' TO 30' VAR.12.5' � VAR.12.5' 8' 2' TO 15' I TO 15' � 10' I 14' w/GR � I 4' 5' I � I GRADE j C2 POINT ' w C2 R2 S I I vAR �p � 0.02 ' 0.02 4:1 �� � -- --- -- -- --- - T T 4 7�� � 7�� 4 VAR.9' VAR.9' TO 10' TO 10' GRADE TO THIS LINE TYPICAL SECTION NO. 41 -Y5 L- STA. 11 + 50.00 TO STA. 12 + 40. 71 2:1 ?:I ORIGINAL GROUND ��v in� VARIABLE SLOPES (SEE X-SECTIONS) ORIGINAL GROUND � v in� VAR. SLOPES SEE X-SECTIONS 2�� ���iiin� 6:1 � �iii�� ORIGINAL GROUND 2:1 ?:l ORIGINAL GROUND � v �/�� VARIABLE SLOPES (SEE X-SECTIONS) ORIGINAL GROUND � v in� � � I 30' LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919)571-7111 GRADE POINT 2'� 8' 6.� `_ 0.02 0.02 _ �n� v � 21 T T ORIGINAL GROUND D4 ��� ���` VARIABLE 11" SLOPES SEE X-SECTIONS GRADE TO THIS LINE ORIGINAL ������i��� GROUND ��� ORIGINAL GROUND 4' � � TYPICAL SECTION NO. 38 -Y5H- STA. 11 + 50.00 TO STA. 13 + 81.80 2' R �1 VARIABLE D4 SLOPES SEE X-SECTIONS 6:1 � I VARI ES I , VAR. 9' TO 14' I VAR. 9' TO 14' 2' � � I I , I � GRADE � w � POINT C2 0.02 � 0.02 , 0.08 U D4 T 11" GRADE TO THIS LINE TYPICAL SECTION NO. 40 -YSM- STA. 10 + 50.00 TO STA. 11 + 48.51 -YSM- STA. 11 + 85.02 TO STA. 12 + 75.00 -Y8A- STA. 11 + 00.00 TO STA. 13 + 99.83 -Y8 B- STA. 10 + 09.61 TO STA. 13 + 09.75 -Yl 0A- STA. 10 + 60.00 TO STA. 2 0+ 2 3.05 -Y10B- STA. 11 + 00.00 TO STA. 18 + 59.70 -Y12A- STA. 10 + 68.34 TO STA. 26 + 62.98 -Y12 B- STA. 10 + 62.01 TO STA. 16 + 50.00 -Y13B- STA. 10 + 09.50 TO STA. 11 + 60.22 -Y13 D- STA. 11 + 05.00 TO STA. 13 + 56.33 2' Ol0 R � �'1 VARIABLE SLOPES SEE X-SECTIONS � I 18' 0.02 GRADE C2 POI NT 0.02 p GRADE TO THIS LINE - 2' �: TYPICAL SECTION NO. 42 -Y12 B- STA. 16 + 50.00 TO STA. 20 + 02. 74 NC License Number F-0159 VAR. 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I i ;, �- - �� - - - � r.l I. � �� -i �,� � -, _ ' � � - HOLLY SPRINGS RD / i, V= 45mph V= 45mph V= 45mph SEE SHEET l04 & l05 FOR -YS- PROFILE , , -= , - . � - ,�, � > , � ,� - _ . - ___- - -- � - - � ;, �' , 20/8 ADT SE = 0.03 SE = 0.04 SE = 0.04 -���- ��� SEE SHEET 48 & 49 FOR -YS- PLAN VIEW � ��i i�, o '' i j - -o =_ ; { - - - _, , Ex�- s-TiN��rW- i ,v=-� =, , , ` J � � , � �� - - � s•56�o � ,yE e - � , ,; s 3 9 q � qN� - / �°: � / _ :�, �w � n,� S N,a�,,. R�. 40>� ��N �.. \ � / , ' \ / \ ' � (919) 571-7111 CIVl711VCCR t�t�irvttK I� NC License � �� � �� , � � � Number F-0159 �'\ \ _ � / COMPLETE 540 � J �, r , �• SUNGATE DESIGN GROUP, P.A. Y 6 D E T I \I� � � . . 905 JONES FRANKLIN ROAD �����������y ����y� � _ \`��I/ � RALEIGH, NORTH CAROLINA 27606 �� ��I I � TEL (919) 859-2243 NC FIRM LICENSE NO. 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Type of Liner on Banks= CLA55 I Rip-Rap - Keyed-In Type of Liner in Channel Bed= CLASS I Rip-Rap - Keyed-In STA. 21 + 79 -Ll- LT STA. 52 + 77 -L- RT STA. 59 + 98 -L- LT STA. 209 + 82 -L- RT STA. 211 + 03 -L- LT STA. 24 + 55 -Y5RPB- LT STA. 19 + 96 -Y5 RPC- RT DETAIL 2A PIPE INLET/OUTLET CHANNEL STABILIZATION ( Not to Scale) Natural Bed Elevation Natural Natural Groun Ground z� Geotextile � �� Channel Bed LengTh=4xDia. of Pipe (Min. 10 Ft.) Type of Liner on Banks= CLA55 II Rip-Rap - Keyed-In Type of Liner in Channel Bed= CLASS I Rip-Rap - Keyed-In STA. 29+15 -Yl- LT DETAIL 3A SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � �'1 ,�,�et Slope Ground ?• j D f��p Min. D=2.0 Ft. FROM STA. 185 + 00 -L- RT TO STA. 186 + 00 -L- RT FROM STA. 232+00 -L- RT TO STA. 234+50 -L- RT FROM STA. 68 + 36 -Y5- RT TO STA. 69 + 50 -Y5- RT FROM STA. 70 + 34 -Y5- LT TO STA. 71 + 00 -Y5- LT ROM STA. 18 + 49 -Y5A- RT TO STA. 25 + 00 -YSA- RT ROM STA. 26 + 61 -YSA- RT TO STA. 28 + 00 -Y5A- RT ROM STA. 14 + 75 -Y5 F- LT TO STA. 17 + 00 -Y5 F- LT FROM STA. 18 + 00 -Y5 F- RT TO STA. 19 + 30 -Y5 F- RT F ROM STA. 18 + 50 -Y5 F- LT TO STA. 19 + 21 -Y5 F- LT DETAIL 4A LATERAL BASE DITCH ( Not to Scale) Natural I � ' Fill Ground ?'I p �,•.� 1'%Ft. Slope d GEOTEXTILE g Min. D=2.0 Ft. Max. d=Top of Bank *When B is < 6.0' 8=2.0 Ft. Type of Liner=Class B Rip-Rap b=5.0 Ft. FROM STA. 15 + 32 -L- LT TO STA. 18 + 28 -L- LT FROM STA. 50 + 42 -L- LT TO STA. 55 + 50 -L- LT FROM STA. 77 + 00 -L- RT TO STA. 79 + 03 -L- RT FROM STA. 148 + 32 -L- RT TO STA. 154 + Ol -L- RT FROM STA. 204 + 38 -L- RT TO STA. 205 + 59 -L- RT F ROM STA. 210 + 00 -L- LT TO STA. 211 + 02 -L- LT F ROM STA. 211 + 70 -L- LT TO STA. 213 + 00 -L- LT FROM STA. 50 + 50 -Y5- RT TO STA. 55 + 95 -Y5- RT FROM STA. 66 + 61 -YS- LT TO STA. 68 + 41 -Y5- LT FROM STA. 68 + 60 -YS- LT TO STA. 70 + 50 -YS- LT FROM STA. 18+93 -Y5NB- LT TO STA.24+08 -YSRPB- RT FROM STA. 11 + 80 -Y5A- RT TO STA. 15 + 11 -YSA- RT DETAIL 5A LATERAL BASE DITCH ( Not to Scale) �Natural Fill Ground ?'J p �,:� 1'�Ft. Slope d GEOTEXTILE g Min. D = 2.0 Ft. Max. d=Top of Bank *When B is < 6.0' B=3.0 Ft. Type of Liner=Class B Rip-Rap b=5.0 Ft. FROM STA. 55 + 50 -L- LT TO STA. 57 + 74 -L- LT FROM STA. 146 + 00 -L- RT TO STA. 147 + 31 -L- RT DETAIL 6A LATERAL BASE DITCH ( Not to Scale) Natural �� Fill Ground ?'I p �,:� 1'iFt. Slope d GEOTEXTILE B Min. D=4.0 Ft. Max. d=Top of Bank 'When B is >_ 6.0' 6=6.0 Ft. Type of Liner= Class I Rip-Rap b=10.0 Ft. F ROM STA. 65 + 47 -L- LT TO STA. 76 + 13 -L- LT FROM STA. 80 + 63 -L- RT TO STA. 82 + 26 -L- RT FROM STA.201+90 -L- LT TO STA.204+00 -L- LT DETAIL 7A LATERAL BASE DITCH ( Not to Scale) �Natural Fill Ground ?'7 p �,•1 1'iFt. Slope d GEOTEXTILE g Min. D=4.0 Ft. Max. d=Top of Bank *When B is < 6.0' B=4.0 Ft. Type of Liner=Class I Rip-Rap b=5.0 Ft. FROM STA. 47 + 75 -Y5- LT TO STA. 52 + 79 -YS- LT DETAIL 8A LATERAL BASE DITCH ( Not to Scale) Natural �� Ground ?.� p 7,•:� 7'�Ft. Fill Slope � o � Min. D= 4.0 Ft. ��►� g = 3.0 Ft. b = 5.0 Ft. FROM STA. 27+41 -Y5DET- LT TO STA.32+82 -Y5DET- LT D ETAI L 9A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2•� �•1 Ground d � Geotextile B Min. D=4.0 Ft. Max. d=Top of Bank *When B is < 6.0' 6=4.0 Ft. Type of Liner= Class I Rip-Rap FROM STA. 52 + 62 -Y5- LT TO STA. 54 + 98 -YS- LT FROM STA. 68 + 56 -Y5- LT TO STA. 69 + 50 -YS- LT D ETAI L l 0A LATERAL BASE DITCH ( Not to Scale) �Natural �- Fill Ground ?'I p �,'.� 1'%Ft. Slope d GEOTEXTILE g Min. D=3.0 Ft. Max. d=Top of Bank 'When B is < 6.0' B= 2.0 Ft. Type of Liner= Class B Rip-Rap 6=5.0 Ft. FROM STA. 141 + 50 -L- RT TO STA. 142 + 36 -L- RT FROM STA. 170 + 68 -L- LT TO STA. 173 + 70 -L- LT DETAIL 12A SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural V � �'� ,�gt Slope Ground qRiFS p F\� Min. D=3.0 Ft. FROM STA. 87 + 50 -L- LT TO STA. 91 + 50 -L- Ll FROM 103 + 50 -L- RT TO STA. 106 + 50 -L- RT DETAIL 13A LATERAL BASE DITCH ( Not to Scale) �Natural Fill Ground ?'I p 1,•.� 7'%Ft. Slope d GEOTEXTILE g Min. D = 3.0 Ft. Max. d=Top of Bank *When B is < 6.0' B= 5.0 Ft. Type of Liner= Class B Rip-Rap b=10.0 Ft. FROM STA. 196 + 50 -L- LT TO STA. 199 + 92 -L- Ll DETAIL 14A SPECIAL LATERAL 'V' DITCH ( Not to ScaleJ Natural � '� �� t Fill Ground ?.� ��d'�te Slope D Min. D=2.0 Ft. FROM STA. 13 + 51 -Yl LPB- LT TO STA. 15 + 00 -Yl LPB- LT FROM STA. 18 + 88 -Yl RPC- LT TO STA. 19 + 85 -Yl RPC- LT FROM STA. 19 + 50 -Y6- RT TO STA. 21 + 50 -Y6- RT F ROM STA. 18 + 50 -Y6- RT TO STA. 19 + 50 -Yb- RT DETAIL 15A SPECIAL CUT BASE DITCH ( Not to Scale) Natural O'� Front Ground �q Q�'� e< Ditch R�FS � F�°� Slope � Min. D=2.0 Ft. B = 2.0 Ft. FROM STA. 225+50 -L- LT TO STA. 227+50 -L- LT FROM STA. 227+50 -L- LT TO STA. 228+00 -L- LT DETAIL 16A SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) _� NATURAL GROUND � �-_. F�of �r -�„.1 � - - r� Min. D=1.5 Ft. FROM STA. 23 + 30 -Y5- RT TO STA. 27 + 30 -YS- RT FROM STA. 31 + 70 -Y5- RT TO STA. 33 + 80 -Y5- RT FROM STA. 11 + 00 -Y51- LT TO STA. 13 + 51 -Y51- LT FROM STA. 14 + 00 -Y51- LT TO STA. 10 + 66 -YSJ- LT FROM STA. 10 + 66 -Y5J- LT TO STA. 15 + 50 -YSJ- LT DETAIL 17A MEDIAN V DITCH ( Not to Scale) Shoulder Shoulder Point � � Point J .� o F/0 0� D�'• ,he< �e� F\o FROM STA. 32 + 41 -L- TO STA. 33 + 50 -L- D ETAI L 18A SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � �•1 �e� Fill Ground 3•� �\O'� Slope D Min. D=2.0 Ft. FROM STA. 2 7+ 00 -YS- LT TO STA. 2 7+ 50 -YS- LT FROM STA. 27 + 50 -YS- RT TO STA. 28 + 50 -Y5- RT FROM STA.10+80 -YSC- LT TO STA.11+89 -Y5C- LT FROM STA. 11+00 -Y5C- RT TO STA. 27+50 -Y5- LT D ETAI L 19A SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural � p,�� �ec Slope Ground 4• j p F\o Min. D=2.0 Ft. FROM STA. 228 + 50 -L- LT TO STA. 230 + 50 -L- LT FROM STA. 232 + 00 -L- RT TO STA. 234 + 50 -L- RT FROM STA. 12 + 50 -Y6- LT TO STA. 13 + 75 -Y6- LT DETAIL 20A LATERAL BASE DITCH ( Not to Scale) �Natural Fill Ground ?'I p �,•1 1'ift. Slope d GEOTEXTILE g Min. D=2.0 Ft. Max. d=Top of Bank *When B is < 6.0' 6=2.0 Ft. Type of Liner= Class I Rip-Rap b=5.0 Ft. FROM STA. 204 + 32 -L- LT TO STA. 208 + 52 -L- LT FROM STA. 204+38 -L- RT TO STA. 205+59 -L- RT FROM STA. 209 + 73 -L- RT TO STA. 210 + 50 -L- RT FROM STA. 15 + 84 -Y3- RT TO STA. 16 + 43 -Y3- RT FROM STA. 24 + 00 -YSRPB- LT TO STA. 24 + 54 -YSRPB- LT FROM STA. 23 + 86 -YSRPD- RT TO STA. 25 + 12 -YSRPD- RT DETAIL 21A SPECIAL CUT BASE DITCH ( Not to Scale) Natural 1 O� Front Ground ?. A�• e< Ditch � D F\o� Slope � Min. D=3.0 Ft. B = 2.0 Ft. FROM STA. 154 + 00 -L- LT TO STA. 155 + 50 -L- LT FROM STA. 155 + 50 -L- LT TO STA. 158 + 10 -L- LT FROM STA. 160 + 50 -L- RT TO STA. 163 + 00 -L- RT DETAIL 22A LATERAL 'V' DITCH ( Not to Scale) Natural �- Fill Ground ?'J p `L�1 7'�Ft. Slope d Geotextile Min. D=2.0 Ft. Max. d=Top of Bank of Liner= Class B Rip-Rap b=5.0 Ft. rRVIV1 JIH.LBtVJ -11- RI IV JI/1.3Vt1/ -il- RI FROM STA. 68 + 40 -Y5- RT TO STA. 69 + 83 -YS- RT FROM STA. 69 + 05 -Y5- LT TO STA. 70 + 34 -Y5- LT DETAIL 23A SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural � p,'1 ,�gt Slope Ground �?•j D F�� Min. D=2.0 Ft. FROM STA. 155 + 00 -L- RT TO STA. 158 + 50 -L- RT FROM STA. 160 + 50 -L- RT TO STA. 163 + 00 -L- RT FROM STA. 14 + 00 -Y5G- RT TO STA. 14 + 33 -Y5G- RT FROM STA. 14 + 00 -Y5G- LT TO STA. 14 + 44 -YSG- LT DETAIL 24A SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural V � b�� �yt Slope Ground �R�FS D �`� Min. D=2.0 Ft. FROM STA. 192 + 00 -L- LT TO STA. 194 + 00 -L- LT FROM STA. 194 + 00 -L- LT TO STA. 196 + 50 -L- LT FROM STA. 41 + 00 -Yl- RT TO STA. 42 + 50 -Yl- RT FROM STA. 34 + 26 -Y4- LT TO STA. 36 + 50 -Y4- LT DETAIL 25A CHANNEL CHANGE ( Not to Scale) � Proposed Natural t_ Fill Slope Ground � � �tural _ ---- GrounT ?,•� p 1'%Ft. �� / d GEOTEXTILE B Min. D= 3.0 Ft. � Exist. Channel Max. d=Top of Bank B = 3.0 Ft. Type of Liner= Class I Rip-Rap b=10.0 Ft. FROM STA. 83 + 25 -L- LT TO STA. 85 + 39 -L- LT D ETAI L 2 6A LATERAL BASE DITCH ( Not to Scale) �Natural Fill Ground ?'J p �,•1 1'ift. Slope d GEOTEXTILE g Min. D=3.0 Ft. Max. d=Top of Bank *When B is < 6.0' B=3.0 Ft. Type of Liner= Class I Rip-Rap b=10.0 Ft. FROM STA. 84 + 48 -L- LT TO STA. 85 + 17 -L- Ll DETAIL 27A FALSE CUT ( Not to Scale) 2-GI 2.0' � / N.GIf.B. � b.1 _� �_ 2.0' j � F�cist. Ditch Bed Fill Slope FROM STA.226+02 -L- LT TO STA.226+70 -L- LT FROM STA. 227+28 -L- LT TO STA. 228+18 -L- LT FROM STA. 41 +25 -Yl- RT TO STA. 41 + 77 -Yl- RT FROM STA. 24 + 50 -Yl RPB- RT TO STA. 2 6+ 50 -Yl RPB- RT FROM STA. 2 7+ 00 -Yl RPB- RT TO STA. 2 8+ 50 -Yl RPB- RT DETAIL 28A LATERAL 'V' DITCH ( Not to Scale) Natural b Fill Ground ?') p 'L�1 1'iFt. Slope d Geotextile Min. D=2.0 Ft. Max. d=Top of Bank of Liner= Class I Rip-Rap b=5.0 Ft. FROM STA. 115 + 87 -L- RT TO STA. 116 + 50 -L- RT DETAIL 29A STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground 3. ���GS Ground 7 p J p- Min. D=2.0 Ft. FROM STA. 12 + 50 -Y4- RT TO STA. 13 + 85 -Y4- RT DETAIL 30A SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � �.;� �e� Fill Ground 6•� ��p� Slope D Min. D=2.0 Ft. FROM STA. 11 + 08 -Y5E- RT TO STA. 11 + 65 -Y5E- RT DETAIL 31A CHANNEL CHANGE ( Not to Scale) � - `� Proposed Natural �_ Fill Slope Ground � � Natural _ _ _ - - - - GrounT ?•� p 1"/Ft. � � d � GEOTEXTILE B Min. D= 4.0 Ft. � Exist. Channel Max. d=Top of Bank B = 6.0 Ft. Type of Liner= Class I Rip-Rap b=10.0 Ft. FROM STA. 65 + 47 -L- LT TO STA. 76 + 13 -L- LT FROM STA. 80 + 75 -L- RT TO STA. 81 + 89 -L- RT DETAIL 32A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2•� D .L•1 Ground d Geotextile B Min. D=3.0 Ft. Max. d=Top of Bank *When B is < 6.0' B= 3.0 Ft. Type of Liner= Class I Rip-Rap FROM STA. 85 + 17 -L- LT TO STA. 85 + 39 -L- LT DETAIL 33A LATERAL BASE DITCH ( Not to Scale) Natural � Fill Ground ?'I p �,•.� 1'iFt. Slope d GEOTEXTILE B Min. D=2.0 Ft. Max. d=Top of Bank *When B is < 6.0' B=4.0 Ft. Type of Liner= Class I Rip-Rap b=5.0 Ft. FROM STA. 16 + 26 -Y5- RT TO STA. 17 + 00 -Y5- Rl DETAIL 34A SPECIAL LATERAL 'V' DITCH ( NoT to Scale) Natural � 1 �t � Fill Ground �'qR� �`��p'�e Slope FS D F Min. D=2.0 Ft. FROM STA. 24 + 00 -Yl RPB- RT TO STA. 29 + 50 -Yl RPB- RT C a � N 8 � m � � aa a C 8 � � �O M i M M I m N O �} Op C� �N ^ N � DETAIL 36A STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground ?.� ,L.1 Ground D d Geotextile Min. D=2.0 Ft. �pe of Liner= Class B Rip-Rap Max. d=Top of Bank FROM STA. 40 + 83 -L- LT TO STA. 43 + 50 -L- LT DETAIL 37A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?• j D �,•.� Ground d Geotextile 8 Min. D=2.0 Ft. Max. d=Top of Bank *When B is < 6.0' B= 5.0 Ft. of Liner= Class II Ri STA. 87 + 00 -L- RT DETAIL 38A TOE PROTECTION ( Not to Scale) a'�e� F� Natural .y��°`�S�°pe Ground b � d d = 2.0 Ft. b=2.0 Ft. Geotextile Type of Liner= Class B Rip-Rap DETAIL 41A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �• j D �•.� Ground d Geotextile B Min. D= 2.0 Ft. Max. d=Top of Bank *When B is < 6.0' 6=8.0 Ft. of Liner= Class II FROM STA. 10+11 -Y5RANB- RT TO STA. 13+06 -Y5RANB- RT FROM STA. 48 + 92 -L- RT TO STA. 49 + 77 -L- RT FROM STA. 52 + 30 -L- RT TO STA. 52 + 95 -L- RT FROM STA. 58 + 10 -L- RT TO STA. 60 + 50 -L- RT FROM STA. 68 + 00 -L- RT TO STA. 71 + 00 -L- RT FROM STA. 79 + 95 -L- LT TO STA. 81 + Ol -L- LT FROM STA. 81 +24 -L- LT TO STA. 81 +79 -L- LT FROM STA. 75 + 65 -L- RT TO STA. 77 + 00 -L- RT FROM STA. 85 + 66 -L- LT TO STA. 87 + 50 -L- LT FROM STA. 86 + 62 -L- RT TO STA. 89 + 50 -L- RT FROM STA. 115 + 53 -L- RT TO STA. 115 + 82 -L- RT FROM STA. 124 + 67 -L- LT TO STA. 128 + 00 -L- LT FROM STA. 126 + 06 -L- RT TO STA. 127 + 39 -L- RT FROM STA. 139 + 80 -L- RT TO STA. 141 + 48 -L- RT FROM STA. 141 + 19 -L- RT TO STA. 142 + 50 -L- RT FROM STA. 145 + 24 -L- LT TO STA. 147 + 66 -L- LT FROM STA. 150 + 00 -L- LT TO STA. 152 + 96 -L- LT FROM STA. 166 + 00 -L- RT TO STA. 167 + 85 -L- RT FROM STA. 166 + 60 -L- LT TO STA. 168 + 59 -L- LT FROM STA. 211 + Ob -L- LT TO STA. 211 + 72 -L- LT FROM STA. 225+14 -L- RT TO STA. 226+47 -L- RT FROM STA. 226 + 16 -L- LT TO STA. 226 + 59 -L- LT FROM STA. 227+39 -L- LT TO STA. 227+93 -L- LT FROM STA. 12 + 00 -Y3- RT TO STA. 15 + 28 -Y3- RT FROM STA. 13 + 66 -Y3- LT TO STA. 15 + 09 -Y3- LT FROM STA. 16 + 33 -YS- LT TO STA. 17 + 94 -YS- LT FROM STA. 17 + 26 -Y5- RT TO STA. 19 + 30 -YS- RT FROM STA. 18 + 00 -Y5 F- RT TO STA. 19 + 30 -Y5 F- RT FROM STA. 11+70 -Y5RPBSB- LT TO STA. 12+45 -Y5RPBSB- LT FROM STA. 18+40 -YSRPC- RT TO STA. 20+18 -YSRPC- RT FROM STA. 13+18 -YSRPD- LT TO STA.15+20 -YSRPD- LT DETAIL 39A LATERAL BASE DITCH ( Not to Scale) Natural �� Fill Ground ?'I p �,•1 1'iFt. Slope d GEOTEXTILE g Min. D=2.0 Ft. Max. d=Top of Bank `When B is < 6.0' B= 3.0 Ft. Type of Liner=Class I Rip-Rap b=5.0 Ft. FROM STA. 55 + 50 -L- LT TO STA. 57 + 74 -L- LT D ETAI L 40A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� D .y:� Ground d Geotextile g Min. D= 2.0 Ft. Max. d=Top of Bank *When B is < 6.0' B= 2.0 Ft. Type of Liner= Class I FROM STA. 148 + 22 -L- RT TO STA. 148 + 37 -L- RT FROM STA. 150 + 74 -L- LT TO STA. 150 + 93 -L- LT FROM STA. 226+29 -L- LT TO STA. 226+38 -L- LT DETAIL 42A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� D rl•:� Ground d Geotextile g Min. D= 2.0 Ft. Max. d=Top of Bank *When B is < 6.0' B= 3.0 Ft. of Liner= Class I Ri FROM STA. 225 + 86 -L- RT TO STA. 225 + 99 -L- RT DETAIL 43A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2•� �•1 Ground d � Geoteutile B Min. D= 2.0 Ft. Max. d=Top of Bank *When B is < 6.0' B= 4.0 Ft. of Liner= Class I Ri FROM STA. 29 + 95 -Yl- RT TO STA. 30 + 23 -Yl- RT FROM STA. 15 + 10 -YSA- RT TO STA. 15 + 29 -Y5A- RT DETAIL 44A STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground �.� ,L.1 Ground D d Geotexti le Min. D=2.0 Ft. pe of Liner= Class I Rip-Rap Max. d=Top of Bank FROM STA. 227+46 -L- LT TO STA. 227+50 -L- LT DETAIL 45A STANDARD BASE DITCH ( Not to Scale) Natural NaTural Ground ?•� rL•1 Ground d � Geotextile B Min. D= 2.0 Ft. Max. d=Top of Bank 'When B is < 6.0' B= 2.0-4.0 Ft. of Liner= Class II STA.11+20 -YSRPBSB- LT TO STA.12+52 -Y5RPBS6- LT DETAIL 46A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 4.� ,j.1 Ground D Min. D=2.0 Ft. I g I B = 2.0 Ft. r�-�i FROM STA. 21 + 86 -YSJ- LT TO STA. 22 + 24 -YSJ- LT DETAIL 47A RIP-RAPPED ENERGY DISSIPATOR BASIN ALL DIMENSIONS APPROXIMATE BASIN # LOCATION (AT OUTLET) 1 15 + 17-Y51-RT RIP RAP NOT SHOWN a �2.�+ 2:1 CULVERT Z�� � � � ���+ N RIP RAP NOT SHOWN PLAN CULVERT APRON � � F �- r c 4: SECTION STA. 15 + 17 -Y51- RT 4TU RAL tOUND �: c a � N 8 m � � aa a C 8 � �O M I M M m N 0 �} op C� �N � N � DETAIL 1B TOE PROTECTION ( Not to Scale) �\O�,�et Natural � �� S��pe Ground b � F��\ � d d =1.5 Ft. b = 3.0 Ft. Geotextile Type of Liner= CLASS B Rip-Rap DETAIL 1 B. CONT TOE PROTECTION ( Not to Scale) O'�e< F� Natural �,•��`�S�°pe Ground b � d d=1.5 Ft. 6=3.0 Ft. Geotextile Type of Liner= CLASS B Ri�Rap FROM STA. 245 + 80 TO STA. 247 + 95 -L- LT FROM STA. 437 + 00 TO STA. 441 + 35 -L- RT FROM STA. 244 + 00 TO STA. 247 + 32 -L- RT FROM STA. 438 + 70 TO STA. 439 + 65 -L- LT FROM STA. 280 + 00 TO STA. 281 + 95 -L- RT FROM STA. 460 + 40 TO STA. 464 + 75 -L- RT FROM STA. 281 + 25 TO STA. 282 + 20 -L- LT FROM STA. 459 + 00 TO STA. 463 + 50 -L- LT FROM STA. 314 + 75 TO STA. 316 + 75 -L- RT FROM STA. 495 + 00 TO STA. 496 + 00 L- LT FROM STA. 323 + 40 TO STA. 324 + 75 -L- RT FROM STA. 15 + 76 TO STA. 17 + 50 -Y72A- LT FROM STA. 321 + 85 TO STA. 325 + 30 -L- LT FROM STA. 16 + 00 TO STA. 17 + 70 -Y12A- RT FROM STA. 364 + 59 TO STA. 365 + 80 L- LT FROM STA. 32 + 00 TO STA. 33 + 90 -Y13- LT FROM STA. 365 + 90 TO STA. 366 + 55 L- LT FROM STA. 27 + 10 TO STA. 28 + 90 -Y8RPC- RT FROM STA. 384 + 35 TO STA. 386 + 73 -L- RT FROM STA. 18 + 40 TO STA. 20 + 00 -Y13 RPA- LT FROM STA. 412 + 00 TO STA. 415 + 25 L- LT FROM STA. 412 + 90 TO STA. 415 + 90 L- RT FROM STA. 420 + 75 TO STA. 421 + 80 -L- RT FROM STA. 422 + 00 TO STA. 424 + 50 -L- LT DETAIL 6B STANDARD BASE DITCH ( Not to Scale) Natural NaTural Ground ?•� D �•.� Ground d Geotextile B Min. D=1.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' 6=3.0 Ft. Type of Liner= CLASS I Rip-Rap FROM STA. 280+30 TO STA.280+80 -L- LT AT STA. 295 + 35 -L- LT AT STA. 2 95 + 15 -L- RT AT STA. 314 + 60 -L- LT AT STA. 15 + 05 -Y13A- RT FROM STA. 314 + 75 TO STA. 315 + 00 -L- RT FROM STA 364 + 50 TO STA. 364 + 75 -L- RT DETAIL 13B LATERAL 'V' DITCH ( Not to Scale) b Natural ~- Fill Ground ?•) p `L�1 1'ift. Slope d Geotextile Min. D =1.0 Ft. Max. d = 2.0 Ft. Type of Liner= CLASS B Rip-Rap b=5.0 Ft. FROM STA.32+22 TO STA.36+00 -Y8- LT FROM STA. 12 + 60 TO STA. 15 + 50 -Y8LPC- LT FROM STA.29+19 TO STA.32+00 -Y8RPC- LT FROM STA. 27 + 00 TO STA. 28 + 00 -Y8RPA- LT FROM STA. 420 + 90 TO STA. 423 + 50 -L- RT FROM STA. 421 + 50 TO STA. 422 + 00 -L- LT FROM STA. 30+16 TO STA. 31 +50 -Y13RPD- RT DETAIL 20B CONCRETE DITCH BEHIND RETAINING WALL ( Not to Scale) ��S � RETAINING B�N� JPj WALL BREAKER / � B I �1 NATURAL GROUND 4„ D= 1.5� 6= 2.0 :OM STA. 353 + 50 TO STA. 359 + 00 -L- DETAIL 28B BERM 'V' DITCH ( Not to Scale) � � Natural Ground ?• j p �,'� RDWY d � Geotextile �� Min. D= 1.0 Ft. Max d = 2.0 Ft. b= 10.0 Ft. Type of Liner= CLASS B Rip-Rap FROM STA. 257+75 TO STA. 261 +50 -L- RT FROM STA. 2 70 + 00 TO STA. 2 74 + 50 -L- LT DETAIL 35B SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 0� Fill Ground �'.• j D �����e< Slope d Geotextile 6 Min. D= 1.5 Ft. Max. d = 2.0 Ft. B = 3.0 Ft. Type of Liner= CLASS I Rip-Rap ZOM STA. 388 + 00 TO STA. 388 + 50 -L- RT DETAIL 2B LATERAL BASE DITCH ( Not to Scale) Natural �� F�u Ground ?'7 p �,•.� 1'�Ft. Slope d GEOTEXTILE g Min. D=1.5 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B= 3.0 Ft. Type of Liner= CLASS I Rip-Rap b=5.0 Ft. =ROM STA. 247 + 00 TO STA. 249 + 80 -L- RT FROM STA. 311 + 05 TO STA. 314 + 75 -L- RT DETAIL 7B LATERAL BASE DITCH ( Not to Scale) Natural I � ' Fill Ground ?'I p �,•1 1'iFt. Slope d GEOTEXTILE g Min. D=1.0 Ft. Max. d = 2.0 Ft. '"When B is < 6.0' B= 3.0 Ft. Type of Liner= CLA$$ I Rip-Rap b=5.0 Ft. =ROM STA. 277 + 50 TO STA. 280 + 75 -L- LT DETAIL 14B STANDARD BASE DITCH ( Not to 5cale) Natural Natural Ground �• j D rl,•.� Ground d Geotextile B Min. D=1.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' 8=2.0 Ft. Type of Liner= CLASS I Rip-Rap AT STA 331 + 95 -L- RT AT STA 14 + 00 -Y8LPC- RT STA. 495 + 59 -L- LT DETAIL 21 B STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground 3.� ,�.'� Ground D d Geotextile Min. D=1.0 Ft. Type of Liner= CLASS I Rip-Rap Max. d=2.0 Ft. FROM STA. 357 + 60 TO STA. 357 + 87 -L- LT FROM STA. 358 + 05 TO STA. 357 + 87 -L- LT FROM STA. 25 + 68 TO STA. 25 + 04 -Y13A- RT AT STA 16+58 -Y8RPA- RT DETAIL 29B BERM BASE DITCH ( NoT to Scale) � Natural 1 RDWY Ground �•� �'� d � Min. D=1.0 Ft. B GEOTEXTILE � Max. d = 2.0 Ft. 6=2.0 Ft. b =10.0 Ft. Type of Liner= CLASS B Rip-Rap ROM STA. 359 + 65 TO STA. 363 + 50 -L- LT DETAIL 36B LATERAL 'V' DITCH ( Not to Scale) b Natural �- Fill Ground `?') p `3�� 1'ift• Slope d Geoteutile Min. D= 1.5 Ft. Max. d = 1.5 Ft. Type of Liner= CLASS B Rip-Rap 6= 5.0 Ft. FROM STA. 436 + 00 TO STA. 437 + 75 -L- LT FROM STA. 436 + 50 TO STA. 437 + 75 -L- LT FROM STA. 30+50 TO STA. 32+00 -Y13RPD- LT FROM STA. 10 + 36 TO STA. 13 + 51.3 -Y8RPA- RT FROM STA. 492 + 50 TO STA. 495 + 57 -L- LT FROM STA. 10 + 36 TO STA. 13 + 51.3 -Y8RPA- RT DETAIL 3B BERM 'V' DITCH ( Not to Scale) Natural � I I Ground 1• 1 � D �'� d RDWY a Geotextile / Min. D= 1.0 Ft. Max d = 2.0 Ft. b = 5.0 Ft. Type of Liner= CLASS B Rip-Rap FROM STA. 307 + 00 TO STA. 310 + 00 -L- LT FROM STA. 332 + 00 TO STA. 336 + 90 -L- LT FROM STA. 15 + 50 TO STA. 17 + 20 -Y8 LPA- LT DETAIL 8B SPECIAL LATERAL 'V' DITCH ( Not to Scale) o� Fill Natural �,'1 �,�gt Slope Ground ?•) p F�O d Geotextile Min. D=1.0 Ft. Type of Liner= CLASS B Rip-Rap Max. d=2.0 Ft. FROM STA. 294+50 TO STA. 295+16 -L- RT F ROM STA. 314 + 00 TO STA. 315 + 50 -L- LT FROM STA.382+00 TO STA.382+23 -L- RT FROM STA. 423 + 50 TO STA. 425 + 50 -L- RT FROM STA. 38 + 42 TO STA. 41 + 42 -Y7- LT FROM STA. 17+20 TO STA. 18+69 -Y8LPA- LT FROM STA. 29+00 TO STA. 30+33 -Y8RPA- LT FROM STA. 11 + 00 TO STA. 14 + 83 -Y10- RT FROM STA. 18 + 00 TO STA. 20 + 00 -Y10- RT FROM STA. 11 + 50 TO STA. 15 + 05 -Y13A- RT DETAIL 15B CULVERT INLET AND OUTLET C HAN I� F�ot �TAB�eI�IZATI O N Natural Bed Elevation atural Natural Ground Ground �y ti, 1.5' Geotextile � � � LengTh (InleT)= 40 FT. b Length (Outlet) = 250 Ft. Type of Lmer= CL 'I' Rip-Rap - Keyed-In AT STA. 28+45 -YBRPC- DETAIL 22B STANDARD BASE DITCH ( Not To Scale) Natural Natural Ground �>'.•J n�•.� Ground d � Geotextile B Min. D=1.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= CLASS I Rip-Rap FROM STA 352 + 90 TO STA. 353 + 33 -L- AT STA 357+87 -L- LT DETAIL 30B LATERAL BASE DITCH ( Not to Scale) �Natural �- Fill Ground `3'I p 3•1 1'%Ft• Slope d GEOTEXTILE g Min. D= 1.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' 6= 3.0 Ft. Type of Liner= CLASS I Rip-Rap b= 5.0 Ft. =ROM STA. 385 + 95 TO STA. 388 + 50 -L- RT DETAIL 37B BERM 'V' DITCH ( Not to Scale) Natural � I I Ground 3• 1 � D 3� RDWY � .j Min. D= 1.0 Ft. b= 10.0 Ft. DETAIL 4B SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � 3�� �y< Slope Ground ?• j p F\o Min. D=1.0 Ft. FROM STA.268+50 TO STA.271+00 -L- LT FROM STA. 269 + 00 TO STA. 2 78 + 00 -L- RT FROM STA. 293 + 00 TO STA. 295 + 35 -L- LT FROM STA. 293 + 00 TO STA. 294 + 50 -L- RT FROM STA. 302 + 50 TO STA. 304 + 00 -L- RT FROM STA. 302 + 50 TO STA. 304 + 00 -L- LT FROM STA. 332 + 00 TO STA. 333 + 50 -L- LT FROM STA. 367+40 TO STA. 369+00 -L- LT FROM STA. 389 + 00 TO STA. 389 + 50 -L- RT FROM STA. 419 + 50 TO STA. 420 + 50 -L- LT FROM STA. 34 + 50 TO STA. 41 + 34 -Y7- RT F ROM STA. 10 + 00 TO STA. 12 + 45 -Y7- RT FROM STA. 12 + 50 TO STA. 16 + 50 -Y7- LT DETAIL 9B SPECIAL LATERAL 'V' DITCH ( Not to Scale) o� Fill Natural �,•� �,�y< Slope Ground ?•j p F\d d Geotextile Min. D =1.0 Ft. Type of Liner= CLASS I Rip-Rap Max. d=2.0 Ft. FROM STA. 295+18 TO STA.296+50 -L- RT FROM STA. 295 + 35 TO STA. 296 + 50 -L- LT FROM STA.385+00 TO STA.386+50 L LT FROM STA. 11 + 00 TO STA. 12 + 25 -Y13A- LT FROM STA.12+25 TO STA.13+37 -Y13D- RT DETAIL 16B STANDARD BASE DITCH ( Not to $cale) Natural Natural Ground �•� 1,•.� Ground d � Geotextile B Min. D=1.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= CLASS B Rip-Rap AT STA. 27+50 -YBRPA- RT AT STA. 451 + 40 -L- LT FROM STA. 434 + 50 TO STA. 435 + 70 -L- RT AT STA. 19 + 50 -Y12- RT FROM STA. 13 + 12 TO STA. 18 + 90 -Y12- RT FROM STA.11+37 TO STA.13+88.b -Y12- LT AT STA. 15 + 12 -Y13A- LT DETAIL 23B LATERAL 'V' DITCH ( Not to Scale) b Natural Fill Ground ?•j p `L�, 1'�Ft. Slope d Geotextile Min. D=1.0 Ft. Max. d = 2.0 Ft. Type of Liner= CLASS I Rip-Rap b=5.0 Ft. FROM STA. 13 + 15 TO STA. 15 + 50 -Yl 0A- L7 DETAIL 31B STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �? • j 3•.� Ground d � Geotextile B Min. D= 2.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B= 4.0 Ft. Type of Liner= CLASS B Rip-Rap STA 388+14 -L- LT DETAIL 38B BERM 'V' DITCH ( Not to Scale) Natural � I Groun 3•� 3:� D Min. D= 1.0 Ft. b = 5.0 Ft. RDWY FROM STA. 398 + 00 TO STA. 400 + 75 RT -L- FROM STA. 12 + 10 TO STA. 17 + 50 LT -Y13 LPC- FROM STA. 17 + 50 TO STA. 20 + 90 LT -Y13 LPC- DETAIL 4B Cont. SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � g'� ,�et Slope Ground ?•� p ��o Min. D =1.0 Ft. FROM STA. 25+50 TO STA.27+00 -Y8RPC- R' FROM STA. 17 + 15 TO STA. 23 + 50 -Y8- RT FROM STA. 17 + 15 TO STA. 23 + 50 -Y8- RT FROM STA. 12 + 00 TO STA. 16 + 50 -Y8- RT FROM STA. 12 + 00 TO STA. 22 + 50 -Y8- LT FROM STA. 36 + 00 TO STA. 38 + 50 -Y8- LT FROM STA. 39 + 00 TO STA. 41 + 00 -Y8- RT FROM STA. 41 + 75 TO STA. 45 + 00 -Y8- LT FROM STA. 43 + 80 TO STA. 49 + 50 -Y8- RT FROM STA. 18 + 00 TO STA. 18 + 50 -Y10B- RT FROM STA. 18 + 00 TO STA. 18 + 50 -Y106- LT FROM STA. 26 + 50 TO STA. 26 + 99 -Yll- LT FROM STA. 26+99 TO STA.27+50 -Yll- LT FROM STA.31+13 TO STA. 32+00 -Yll- RT FROM STA. 17+25 TO STA. 18+30 -Y12- LT FROM STA. 24 + 50 TO STA. 26 + 00 -Y12A- RT F ROM STA. 10 + 00 TO STA. 10 + 43 -Y12 B- LT F ROM STA. 14 + 02 TO STA. 14 + 2 7-Y12 B- LT DETAIL 10B BERM BASE DITCH ( Not to Scale) � ,L•1 RDWY �D Min. D=1.0 Ft. �� � Max. d = 2.0 Ft. 6=2.0 Ft. b = 5.0 Ft. Type of Liner= CLASS B Rip-Rap � GEOTEXTILE '� FROM STA. 302+50 -L- LT TO STA. 29+75 -Y7- Ll FROM STA. 359 + 65 TO STA. 363 + 50 -L- LT DETAIL 17B STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �•� rL•:� Ground d � Geotextile B Min. D=1.0 Ft. Max. d = 2.0 Ft. *When 6 is < 6.0' B= 3.0 Ft. Type of Liner= CLASS B Rip-Rap FROM STA. 27+10 TO STA. 24+25 -Y8RPA- Rl DETAIL 24B PIPE INLET/OUTLET CHANNEL STABILIZATION ( NoT to Scale) Natural Bed Elevation Natural Natural Groun Ground 2' Geotextile � � - Channel Bed (Variable) Type of Liner on Banks= CLASS II Rip-Rap - Keyed-In Type of Liner in Channel Bed= CLASS B Rip-Rap - Keyed-In STA 386+05 L RT STA. 13 + 3 6-Yl 0A- RT STA. 13 + 15 -Yl 0A- LT DETAIL 32B SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 ot Fill Ground ?•� �' t�e< Slope d p F�a Geotextile B Min. D= 1.5 Ft. Max. d = 2.0 Ft. B = 3.0 Ft. Type of Liner= Class B Rip-Rap ROM STA. 386 + 50 TO STA. 388 + 14 -L- LT DETAIL 39B SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Gr�ound �?.�� 3� o'ne� Slope Min. D= 1.0 Ft. FROM STA. 398 + 50 TO STA. 401 + 50 -L- LT FROM STA. 12 + 50 TO STA. 14 + 00 -Yl l- RT FROM STA. 39 + 45 TO STA. 41 + 50 -Y13- RT FROM STA. 47 + 50 TO STA. 49 + 00 -Y13- RT DETAIL 5B LATERAL BASE DITCH ( Not to Scale) �Natural t- Fill Ground ?') p �,•.� 1'ift. Slope d GEOTEXTILE B Min. D=1.0 Ft. Max. d = 2.0 Ft. "When B is < 6.0' B=2.0 Ft. Type of Liner= CLASS I Rip-Rap 6=5.0 Ft. FROM STA. 277 + 50 TO STA. 280 + 75 -L- LT FROM STA. 330 + 12 TO STA. 332 + 00 -L- LT DETAIL 11 B SPECIAL CUT DITCH ( Not to Scale) � Front o Ditch Natural ��� ,h6t Slope Ground ?7 p F�a d Geotextile Min. D=1.0 Ft. Type of Liner= CLASS B Rip-Rap Max. d=2.0 Ft. FROM STA. 313 + 00 TO STA. 314 + 00 -L- LT FROM STA. 33 + 50 TO STA. 38 + 43 -Y7- LT FROM STA. 15 + 50 TO STA. 16 + 50 -Y8LPA- RT FROM STA.23+50 TO STA.27+00 -Y13A- LT DETAIL 18B STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground �?.� ,�.'� Ground D d Geotextile Min. D=1.0 Ft. Max. d = 2.0 Ft. Type of Liner= CLASS B Rip-Rap FROM STA. 349 + 35 TO STA. 351 + 00 -L- RT FROM STA. 434 + 86 TO STA. 436 + 00 -L- LT STA. 432 + 19 -L- RT DETAIL 25B STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground Z.� '� Ground D �" � d Geotextile Min. D=1.0 Ft. Type of Liner= CLASS B Rip-Rap Max. d= 2.0 Ft. FROM STA. 357 + 60 TO STA. 357 + 87 -L- LT FROM STA. 358 + 05 TO STA. 357 + 87 -L- LT F ROM STA. 310 + 45 TO STA. 311 + 15 -L- RT FROM STA. 34 + 80 TO STA. 35 + 32 -Y8- RT DETAIL 12B MEDIAN V DITCH ( Not to Scale) Shoulder Shoulder Point Q � Point 0 FjO�eo� �\O�,�yt FROM STA. 28 + 00 TO STA. 28 + 50 Y8RPA FROM STA. 350 + 15 TO STA. 355 + 00 -L- LT FROM STA. 28 + 00 TO STA. 28 + 50 -Y8RPA- LT FROM STA. 487 + 25 TO STA. 489 + 50 -L- LT FROM STA.12+29 TO 13+15 Y13LPA- RT DETAIL 19B SPECIAL CUT DITCH ( Not to Scale) Front �� Ditch Natural � Q'1 gt Slope Ground 3.� F\�� D Min. D=1.0 Ft. FROM STA. 315 + 50 TO STA. 317 + 50 -L- LT FROM STA. 351 + 00 TO STA. 353 + 00 -L- RT FROM STA. 10 + 55 TO STA. 13 + 00 -Y12A- FROM STA. 26 + 00 TO STA. 26 + 50 -Y13RPB- LT FROM STA. 472 + 50 TO STA. 473 + 00 -L- RT FROM STA. 28 + 50 TO STA. 29 + 50 -Y13A- RT FROM STA. 51 + 50 -Y13- RT TO STA. 40 + 00 -Y13RPD- RT FROM STA. 20+50 -Y13- RT TO STA. 22+50 -Y13RPC- LT FROM STA. 29 + 50 TO STA. 31 + 50 -Y13- LT FROM STA. 29 + 98 TO STA. 30 + 50 -Y13- RT FROM STA. 69 + 71 TO STA. 72 + 50 -Y13- RT DETAIL 26B SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� Fill Ground ?.� ��p'�e� Slope D Min. D=1.0 Ft. FROM STA. 18+00 TO STA.22+30 -Y10- RT FROM STA. 26+00 TO STA. 27+50 -Yll- RT FROM STA. 27+50 TO STA. 30+50 -Yll- RT FROM STA. 12 + 50 TO STA. 16 + 50 -Yll- LT FROM STA.11+00 TO STA.11+82 -Y13E- LT DETAIL 33B SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill Natural p,'.� �y< Slope Ground �?') D �c��� d Geotextile Min. D= 1.5 Ft. Type of Liner= CLASS B Rip-Rap Max. d= 1.5 Ft. FROM STA. 391 + 00 TO STA. 391 + 50 L LT DETAIL 40B STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground 2.� ,L.'� Ground D Min. D = 1.0 Ft. FROM STA. 11 + 85 TO STA. 12 + 50 -Yl l- LT FROM STA. 26 + 00 TO STA. 26 + 58 -Y12A- RT DETAIL 34B STANDARD BASE DITCH ( Not To Scale) Natural Natural Ground 2•j D �,•.� Ground d Geoteutile B Min. D= 2.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B= 4.0 Ft. Type of Liner= CLASS B Rip-Rap STA. 381 +25 -L- LT DETAIL 41B BERM 'V' DITCH ( Not to Scale) � � Natural Groun 3� 1 � D 3� d RDWY W Geotextile �/ Min. D= 1.0 Ft. nnpx d = i .o Ft. b = 5.0 Ft. Type of Liner= CLASS B Rip-Rap =ROM STA_ 4�5 + 73 TO STA_ 405 + 98 F FROM STA. 405 + 98 TO STA. 406 + 22 RT -L- FROM STA. 479 + 00 TO STA. 485 + 50 -L- RT DETAIL 27B STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2•� D rl•:� Ground d Geotextile @ Min. D =1.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B=4.0 Ft. Type of Liner= CLASS I Rip-Rap AT STA. 18 + 50 -Yl OB- RT AT STA. 422 + 85 -L- LT DETAIL 42B STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground �.� ,j:� Ground D d Geotextile Min. D= 1.0 Ft. Type of Liner= CLA55 B Rip-Rap Max. d= 1.0 Ft. FROM STA. 405 + 73 TO STA. 405 + 98 -L- RT FROM STA. 408 + 50 TO STA. 409 + 00 -L- LT C a � N 8 � N � � aa a C 8 � � �O M I M M 00 N 0 �} op `Vd' �N � N � DETAIL 43B SPECIAL CUT DITCH ( Not to Scale) � Front o Ditch Natural b�� ,�6� Slope Ground `?'7 p F�� d Geotextile Min. D= 1.0 Ft. Type of Liner= CLASS B Rip-Rap Max. d= 1.0 Ft. FROM STA.23+50 TO STA.27+00 -Y13A- LT DETAIL 48B PIPE INLET/OUTLET CHANNEL STABILIZATION ( Not to Scale) Natural Bed Elevation Natural NaTural Ground Ground Geotextile � E ► ChannelBed (Variable) Type of Liner on Banks= CLASS I Rip-Rap - Keyed-In Type of Liner in Channel Bed= CLASS B Rip-Rap - Keyed-In STA. 420 + 92 -L- RT STA. 422 + 84 -L- LT STA. 16 + 74 -Y12A- LT STA.423+27 -L- LT STA. 439 + 88 -L- RT DETAIL 55B STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �'.•� n�•� Ground d � Geotextile g Min. D= 2.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' g= 4.0 Ft. Type of Liner= CLASS I Rip-Rap FROM STA. 27+24 TO STA. 31 +28 -Y13A- R DETIAL 62B STREAM STABILIZATION DETAIL NTs EXCAVATION NG EST XX CY � � � � � 2' SS II RIP RAP G OTEXTILE (TYP) E BEDDED CLASS I K�ESS = 2' RI RAP W/ GEOTEXTILE THICKNESS = I' AT STA. 20 + 00 -Y14A- RT DETAIL 69B = � FALSE SUMP � � ( Not to Scale) � � o �- Outside Ditch �J2 p-� TrafFic Flow ,��•� 20: � - I GI .E- $ � etc. S= Ditch Slope � Proposed Ditch SEE PLANS FOR LOCATIONS DETAIL 44B SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 0� Fill Ground ?•� �' �e� Slope d p F�a Geotextile B Min. D= 1.0 Ft. Max. d = 2.0 Ft. B = 2.0 Ft. Type of Liner= CLASS B Rip-Rap FROM STA. 408 + 50 TO STA. 411 + 50 -L- RT FROM STA. 416 + 50 TO STA. 417 + 50 -L- LT DETAIL 49B SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill Natural p,'1 �g< Slope Ground ?•j D �C\O� d Geotextile Min. D= 1.5 Ft. Type of Liner= CLASS B Rip-Rap Max. d= 1.5 Ft. FROM STA. 420 + 50 TO STA. 421 + 50 -L- LT FROM STA. 10 + 15 TO STA. 12 + 00 -Y13C- LT FROM STA. 65 + 34 TO STA. bb + 00 -Y13- LT DETAIL 56B SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 0� Fill Ground 3•j �`' �e� Slope d p F�o Geotextile B Min. D= 1.0 Ft. Max. d = 2.0 Ft. B = 2.0 Ft. Type of Liner= CLASS I Rip-Rap FROM STA. 24 + 50 TO STA. 25 + 50 -Y13 RPB- LT DETAIL 63B STANDARD BASE DITCH ( Not to Scale) NaTural Natural Ground 2• j D �•.� Ground d Geotextile g Min. D=1.5 Ft. Max. d = 2 Ft. *When B is < 6.0' B= 5.0 Ft. CLASS II RIP RAP ON BANKS CLA55 B RIP RAP IN BED FROM STA.23+75 TO STA. 25+50 -Y13RPD- LT FROM STA.25+50 TO STA 26+20 -Y13RPD- LT DETAIL 70B FALSE SUMP ( Not t� le) Median Ditch DETAIL 45B LATERAL BASE DITCH ( Not to Scale) Natural � Fill Ground ?'I p �,•1 1'�Ft. Slope d GEOTEXTILE B Min. D= 1.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= CLASS B Rip-Rap 6= 5.0 Ft. FROM STA. 411 + 50 TO STA. 412 + 50 -L- RT FROM STA. 416 + 50 TO STA. 413 + 65 -L- LT FROM STA. 432 + 00 TO STA. 434 + 50 -L- RT FROM STA. 444 + 00 TO STA. 453 + 89 -L- LT FROM STA. 444 + 00 TO STA. 453 + 89 -L- LT FROM STA. 439 + 68 TO STA. 444 + 00 -L- LT DETAIL 50B BERM 'V' DITCH ( Not to Scale) Natural � � Groun .�• 1 � D 3' d RDWY a Geotextile � Min. D= 1.0 Ft. Max d = 1.0 Ft. b = 3.0 Ft. Type of Liner= CLASS B Rip-Rap FROM STA. 24 + 50 TO STA. 26 + 50 RT -Y12A- FROM STA. 478 + 50 TO STA. 478 + 65 LT -L- FROM STA. 13+15 TO STA. 16+37 LT -Y13LPA- DETAIL 57B LATERAL BASE DITCH ( Not to Scale) Natural �� Ground `?'I p 3•.� 1'iFt. Sllo e d p GEOTEXTILE B Min. D= 1.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B= 2,0 Ft. Type of Liner= CLA55 B Rip-Rap b= 5.0 Ft. FROM STA. 388 + 14 TO STA. 391 + 50 L LT FROM STA. 461 + 00 TO STA. 466 + 00 -L- LT FROM STA. 13 + 51.3 TO STA. 18 + 12.5 -Y8RPA- RT DETAIL 64B LATERAL BASE DITCH ( Not to Scale) �Natural Fill Ground `�'I p g•1 1'�Ft. Slope d GEOTEXTILE g Min. D= 2.5 Ft. Max. d = 2.5 Ft. "When B is < 6.0' 6= 4.0 Ft. Type of Liner= CLASS I Rip-Rap b= 5.0 Ft. ROM STA.26+25 TO STA. 30+50 -Y13RPD- L1 9 �2 � (See Chart Below) -►;F- 20' -►{ GI -F $ � @tC. S= Ditch Slope C� Proposed Ditch Ditch Grade L Ditch Grade L 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' Over 2.0% To 4.0% 30' Over 6.0% 50' SEE PLANS FOR LOCATIONS DETAIL 46B LATERAL BASE DITCH ( Not to Scale) Natural � Fill Ground ?'I p ��,•.� 1'iFt. Slope d GEOTEXTILE B Min. D= 1.5 Ft. Max. d = 2.0 Ft. •When B is < 6.0' 6= 3.0 Ft. Type of Liner= CLASS B Rip-Rap b= 5.0 Ft. FROM STA. 412 + 50 TO STA. 415 + 40 -L- RT D ETAI L 51 B STANDARD 'V' DITCH ( Not to $cale) Natural Natural Ground ?.� '� Ground D �' � d Geotextile Min. D= 1.0 Ft. Type of Liner= CLASS I Rip-Rap Max. d= 4.0 Ft STA. 439 + 60 -L- LT DETAIL 58B SPECIAL LATERAL BASE DITCH ( Not to Scale) G ound 3• j �, �e� Sllo e D F�O p d Geotextile B Min. D= 3.0 Ft. Max. d = 3.0 Ft. B = 4.0 Ft. Type of Liner= CLASS I Rip-Rap �ROM STA. 485 + 00 TO STA. 486 + 68 -L- RT DETAIL 65B SPECIAL CUT DITCH ( Not to Scale) Front ot Ditch Natural � �,�� �y< Slope Ground �?•j p F\a Min. D= 1.0 Ft. FROM STA. 381 + 00 TO STA. 385 + 00 -L- LT FROM STA. 15 + 05 TO STA. 17 + 00 -Y13A- RT FROM STA. 17 + 00 TO STA. 18 + 50 -Y13A- RT FROM STA. 21 + 00 TO STA. 21 + 50 -Y13A- RT FROM STA. 28 + 50 TO STA. 29 + 50 -Y13A- RT DETAIL 71B FALSE SUMP ( Not to Scale) Outside Ditch � TrafFic Flow �$� S = Ditch Slope � ! i�l el T�•I � Proposed Ditch SEE PLANS FOR LOCATIONS DETAIL 47B STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 3•� n�•:� Ground d � Geotextile B Min. D= 2.0 Ft. Max. d = 2.0 Ft. 'When B is < 6.0' B= 3.0 Ft. Type of Liner= CLASS B Rip-Rap FROM STA. 411 + 73 TO 413 + 44 LT STA. 413 + 69 LT DETAIL 52B vAR. STANDARD BASE DITCH ( Not to Scale) �'3 ° Natural ?•� �,:� Ground D EXISTING d TOE OF SLOPE Geotextile B Min. D= 1.5 Ft. Max. d = 1.5 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= Class B Rip-Rap ROM STA. 13 + 12 TO STA. 18 + 90 -Y12- R' DETAIL 59B SPECIAL LATERAL 'V' DITCH ( Not to Scale) ot Fill Natural �,'1 �,�e< Slope Ground `?'I p F�� d Geotextile Min. D= 1.0 Ft. Type of Liner= CLASS B Rip-Rap Max. d= 1.0 Ft. FROM STA. 32+00 TO STA. 33+50 -Y13RPD- LT DETAIL 66B STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �'.•� n�•1 Ground d � Geotextile g Min. D= 2.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B= 3.0 Ft. Type of Liner= CLASS I Rip-Rap FROM STA. 43 + 88 -Y13- LT FROM STA. 31 + 75 -Y13- LT � SECTION G H DISSIPATOR POOL APRON TOP OF BERM NOTE A TOP OF RIP-RAP � E � � �B B GEOTEXTI LE DETAIL 53B SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 0� Fill Ground ?•� %' �e� Slope d p F�a Geotextile B Min. D= 1.5 Ft. Max. d = 1.5 Ft. 6= 2.0 Ft. Type of Liner= CLASS I Rip-Rap ROM STA. 18 + 50 TO STA. 20 + 50 -Y13A- RT DETAIL 60B BERM 'V' DITCH ( Not to Scale) � � I p 3', � Geotextile ---� ' Min. D= 1.0 Ft. Max d = 1.0 Ft. b = 3.0 Ft. Type of Liner= CLASS I Rip-Rap =R�M STA. 479 + 00 T� STA_ DETAIL 67B SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � A�', Fill Ground 3.� Slope D Min. D= 1.0 Ft. FROM STA. 13 + 50 TO STA. 15 + 50 -Y13 E- Rl RDWY DETAIL 54B STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �• j D 3•� Ground d Geotextile B Min. D= 2.0 Ft. Max. d = 2.0 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= CLASS B Rip-Rap FROM STA. 460 + 81 -L- LT DETAIL 68B STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground �.� ,�,'� Ground D Min. D= 1.0 Ft. FROM STA. 73 + 00 TO STA. 73 + 50 -Y13- RT D ETAI L 72 B RIP-RAPPED ENERGY DISSIPATOR BASIN *NOTE A: IF EXIT VELOCITY OF BASIN IS SPECIFIED, EXTEND BASIN AS REQUIRED TO OBTAIN SUFFICIENT CROSS SECTIONAL AREA AT SECTION A-A SUCH THAT Q desi(CROSS SECTION AREA AT SEC. A-A) = SPECIFIED VELOCITY. *NOTE B: WARP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIP-RAP IN FLOOR OF BASIN SHOULD BE AT SAME ELEVATION OR LOWER THAN -NOTE B NATURAL CHANNEL BOTfOM AT SEC. A-A. PROVIDE SMOOTH TRANSITION FROM END OF APRON TO NATURAL CHANNEL WIDTH. TOP OF NATURAL �CHANNEL � � � NATURAL GROUND NOTE A �. � HALF PLAN � TOP OF RIP-RAP � B �D APPROX.EDGE eERM '� � OF WATER RIP RAP NOT SHOWN POR CLARITY PIPE. 3°�N � j- F 2:1 �c -�-� i e f� �000000�0 ��' ������� 0���_____ ����_____ ����_____ 0���_____ 0���_____ ����_____ ����_____ *ALL DIMENSIONS APPROXIMATE IN FT +� ABOUT � BASIN # LOCATION (AT OUTLET 1 24+24 -Y8RPA- RT 2 246+98 -L- RT 3 382+24 -L- RT 4 5 b 7 8 i B - � � � SEC. A-A I GEOTEXTILE � � � BERM AS REQUIRED ' TO SUPPORT RIP-RAP � � � SEC_ B-B EXCAVATE TO THIS LINE GEOTEXTILE BACKFILL w�LASS I RIP-RAP D SEC_ C-C GEOTEXTILE - �I a / �.�x.w.�.� AT STA 24+24 -Y8RPA- RT AT STA 246 + 98 -L- RT AT STA 382+24 -L- RT � � BERM AS REQUIRED TO SUPPORT RIP-RAP EXCAVATE TO THIS LINE BACKFILL w/CLA55 I RIP-RAP � NOTE: BERM AS REQUIRED Wo= DIAMETER OF PIPE� TO SUPPORT RIP-RAP WIDTH OF BOX OR GEOTEXTILE SPAN OF PIPE-ARCH C U LVE RTS REVISIONS LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27672 �919) 577-7111 �,� ,.,e_. P/ Sio IQ+20.35 P/ S�a //+20.17 P/ S�a /3+7 P/ Sfo +T27/ P/ Sto /8+6527 P! Slo /9+8329 P/ Slo 22+52 PI Sto 23+ 83 �� JUIVbH I t UtJIbIV �ItUUI', I'. p= 9/B'269'fRTI p= 3518'20b'tLT! 0= 33'33 33.�fRTlp =/209'lOgfLT1 p= l4''09'l6d'fLT1 p= 3830'03.6'fRT1 p= 3/'l4'32A'tLT! �_/0'56' /.fifRTJ ♦,,;; ♦�°�,°"ESFa"""""�°^° � — Y 5— l N T E R C H A lU G E A � l G N E N T D E T A l � �E��� �JHr���Ro���Az�sos D= 255' 05.9' D= 2255' 05.9' D= 22 55' 059' D= 22 55' 059' D= 22 55' 05.g D= 22 55' 059' D= 22 55' 059' D= 22 55' 05.9' ``�"s,s, ass'�°' "` F'F"' "°E"sE "° ° L= bl' L= 154A5' L=/46.43 L= 53A.3 L= 6/76' L= 16799' L= 136.32' L= 4776' T= 2035' T= 7956' T= 75.38' T= 26b1' T= 3/A4' T= 87.3r T= 69.90' T= 23.95' SE_ ��� SE_ 2H � SE- ��� SE_ ��� SE_ ��C� SE _��� SE ��i � SE- ��� -Y - P/ Stn M+99_79 P/ S�n /l+ln_95 P/ Sfn /3+79JF, P/ Stn tR9 Fi PI Stn lR+Ri P/ Sfn I9+R9n5 P/ Stn 99+57 P/ Sfn 9i+5Fi95 ' fRTJ PROIECT REFERENCE NO. SHEET NO. R-2721 2�37 WW SHEET NO. :OADWAY DESIGN HVDRAULICS ENGINEER ENGINEER PRELI�I�II�1AItY PLA�T� no Nar use rort rnns�raucnox DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Sro i7+0i75 . �� r - 166b9' - 8335' - SR 1152 fHOLLY SPR/HGS RaADI NTERCH,4NGE CURyE DATA DETAIL >-9791 couNn: dKF C7KAYF�IIC. SCALt DESIGNED sv: CLY 0 Nr5 SEE SHEET l7 FOR PLAN VIEW CHECKED BY: BKE DATE: ��OIIIB STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL INDEX SHEE�'' PARCEL No. SHEET No. PROPERTY OWNER NAME 1 6 GEORGE WILLIAMS & JULIA PULLEN HUGHES 2 6,7 MAINER T& UVA R. HOLLAND 3 6,7 NC TURNPIKE AUTHORITY 4 6 HOPE COMMUNITY CHURCH OF NC, INC 5 6,7 PAULINE PENNINGTON 6 7 NC TURNPIKE AUTHORITY 7 7 MAINER T& UVA R. HOLLAND 8 7 IGNACIO RODRIGUEZ IBARRA 9 7 DARRIN F. MCCLAIN (PER GIS) 10 7,8,9 NC DEPARTMENT OF TRANSPORTATION 11 7 HARVEY L. MONTAGUE 12 7 MCI ENTERPRISES, LLC 13 7 WORD OF TRUTH CHURCH OF GOD 14 7 NC DEPARTMENT OF TRANSPORTATION 15 7,8 BESSIE H. JONES 16 7,8 MCI ENTERPRISES 17 8 CSP COMMUNITY OWNER, LLC 18 8,9 HSA PROPERTIES LLC 19 9 TRIANGLE GREENWAYS COUNCIL 20 NOT USED 21 9,10,42 SUNSET HILLS HOMEOWNERS ASSOCIATION 22 10,42 HSA PROPERTIES LLC 23 10,11 CURRIN BROS., INC 24 10,11,42 NC DEPARTMENT OF TRANSPORTATION 25 10,11 50' EASEMENT COLONIAL PIPELINE 26 10,11,42,43 THE MATA FAMILY, LLC 27 10,11 50' EASEMENT COLONIAL PIPELINE 28 11 JORDAN C. AND CALLIE E. HESS 29 11 JAMES C. AND LIAN LIU WALKER 30 11,12,43 BENOIT K. AND ALYSA DANETTE DAGADU 31 12 HOLLY SPRINGS RESIDENTIAL PROPERTIES LLC 32 12 HOLLY SPRINGS RESIDENTIAL PROPERTIES LLC 33 12 M/I HOMES OF RALEIGH, LLC 34 32,58 WILLIAMS, KINSTON & WILLIAMS, EULA M 35 12 M/I HOMES OF RALEIGH, LLC 36 12 HOLLY SPRINGS RESIDENTIAL PROPERTIES LLC 37 12 NC DEPARTMENT OF TRANSPORTATION 38 12,13 NC DEPARTMENT OF TRANSPORTATION 39 13,14 NC DEPARTMENT OF TRANSPORTATION 40 14 NATALIE AND THOMAS BROOKS 41 14 NC DEPARTMENT OF TRANSPORTATION 42 32 WILLIAMS, JW HEIRS 43 14,15 BENJAMIN McDONALD 44 14,15 WILLIAM AND BERTHA TURNER 45 14,15 WILLIAM GRIFFIN 46 14,15 JAMES TURNER AND WILLIAM TURNER 47 14,15 H&B STEPHENSON FAMILY LLC 48 15,45 BULL LAND INC 49 15 CHARLES McKOY 50 15,16,17,45 NC DEPARTMENT OF TRANSPORTATION 51 15,16 TAWFIQ ABDEL-GHANI AND SULEIMAN ASAD 52 15,16,44 TAWFIQ ABDEL-GHANI AND SULEIMAN ASAD 53 15,44 CHARLES McKOY 54 15,44 TAWFIQ ABDEL-GHANI AND SULEIMAN ASAD 55 16 CDP LEASING INC 56 16 WILL PIERSON & KAYLEE JAJUBOWSKI 57 16,17 SYLVIA SAMS 58 17 E&M JOHNSON ENTERPRISES INC 59 17 SYLVIA SAMS 60 17 E&M JOHNSON ENTERPRISES INC PARCEL No. SHEET No. PROPERTY OWNER NAME 61 17,48,51 E&M JOHNSON ENTERPRISES INC 62 17 BARBARA CLARK 63 17 NC DEPARTMENT OF TRANSPORTATION 64 17 E&M JOHNSON ENTERPRISES INC _ 65 _ 17 _ E&M JOHNSON ENTERPRISES INC 66 17,47 E&M JOHNSON ENTERPRISES INC 67 17 XUEZHOU DING 68 17,47 GWENDOLYN MORRIS 69 17 JOHN AND DAVID GENSINGER 70 17 WONDER DAY PARTNERSHIP 71 17,48 WONDER DAY PARTNERSHIP 72 17 XUEZHOU DING 73 17 SECU*RE INC 74 17 AQUA NORTH CAROLINA 75 17 NC DEPARTMENT OF TRANSPORTATION 76 17 TRUDY WILLIAMS 77 17 WILLIAM JOHNSON, JR 78 17 JOHN DAVITT 79 17 MARGARET SUTTON MATTHEWS 80 17 NC DEPARTMENT OF TRANSPORTATION 81 17 NC DEPARTMENT OF TRANSPORTATION 82 17 NC DEPARTMENT OF TRANSPORTATION 83 17 DEBORAH AND MICHAEL BAKER 84 17 PERRY & ASSOCIATES 85 17,18 THOMAS AND DEBORAH ATKINSON 86 17,18 NC DEPARTMENT OF TRANSPORTATION 87 17,18 NC DEPARTMENT OF TRANSPORTATION 88 17 S EAN AN D AN NA STARR 89 18 FRANS OUDSHOORN 90 18 KAREN JETTON 91 18 THOMAS AND SUSAN SLUCHAK 92 18,19,20,21,22,53 QUAD TRI LLC; OLIVE, MARTHA 93 18 GEORGE BOGER 94 22 QUAD TRI LLC 95 22,23,24,25 NC DEPARTMENT OF TRANSPORTATION 96 22,23,24 TOWN OF CARY 97 24 KLEIN, WILLIS S& KLEIN, JEAN CREWS 98 24 KLEIN, WILLIS S& KLEIN, JEAN CREWS 99 23,24 HAYNES, ALEX L 100 23,24 ROACH, GREGORY & ROACH, JANET 101 24 COATS, LARRY L 102 24 LAWSON, MICHAEL JR 103 24 THE COLE FAMILY TRUST 104 25,26,55 WARF, M CLAY & WARF, SHERRY JONES 105 24,25,26 NC DEPARTMENT OF TRANSPORTATION 106 26,55 LANGSTON FAMILY LTD PARTNERSHIP 107 26,27 RHODES, PANSY P 108 26,54 PERRY, BRENDA W 109 227,28 RHODES, CLAYBONE C& RHODES, PANSY R 110 27,28 NC DEPARTMENT OF TRANSPORTATION 111 28 ANOVER, RAY & ANOVER, ANDREA 112 28,57 WILLIAMS, SEYDRIC L& WILLIANS, MEKEISHA P 113 28 GRAPPLER INVESTMENTS LLC 114 28,57 STEGEMAN, SANDRA JO & STEGEMAN, JERRY LYNN 115 28 IM, KANG HEE 116 28 WILLIE LYATES HEIRS 117 28,28 BUFFALOE, JOHN MICHAEL 118 28 DEANS, CAROL ARBUSHITIS & DEANS, JAMES DAVID 119 28 BRANGLE, STEPHEN M& BRANGLE, ROSE MARIE V 120 28 OWOC, MICHAEL P& OWOC, MARY ALYSE STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL INDEX SHEE�'' PARCEL No. SHEET No. PROPERTY OWNER NAME 121 28 JONES, KIM MOORE 122 28 CURTIS, SUSAN S& CURTIS, SHAWN G 123 28 CONVERSANO, FRANK & CONVERSANO, SARA H 124 28 HILTON, DENNIS R& HILTON, SHARON M 125 28 MULLIN II, CHARLES E& MULLIN, JULIA D 126 28 THEILE, KARL D& THEIL, MARY E 127 28 CLEAR, MICHAEL LEE & CLEAR, LAUREN MARY 128 28 LAMB, ELIZABETH N 129 28 MANN, KENNETH M& MANN, BRENDA MARY 130 28 DANS, CAROL A AND DEANS, JAMES D 131 29 BUFFALOE, JOHN MICHAEL 132 29,30 HORTON, MADIE HARRIS 133 29 GARCIA, DANIEL RODRIGUEZ & RODRIGUEZ, ANA M 134 29 SMITH, BRYYA D& SMITH MELINDA H 135 29 DELGADO, CARLOS A& DELGADO, ZOILA A 136 29,30 PRIOR CONCTRUCTION CO INC 137 29 GRESSLER, JOYCE ANN & GRESSLER, CARL FREDERICK III 138 29,30 PRIOR CONCTRUCTION CO INC 139 30 McKINNEY, DOUGLAS M& McKINNEY, KIMBERLY P 140 30 WOOTEN, ANNETTE & WOOTEN, TIM 141 30 MILLER, MARY C 142 30,59 CARR, MICHAEL A 143 30 NC DEPARTMENT OF TRANSPORTATION 144 30 NC DEPARTMENT OF TRANSPORTATION 145 30 WISEMAN JR, MOSE B& WISEMAN, MARTHA D 146 30 DEAN, ANTHONY L& DEAN, CAROLYN H 147 30,59 SINICROPE, JACQUELINE H& HINKLE, JOHN R 148 30,31 PASSNER, LAURA LYNNE 149 30,31 RUTHERFORD, NEIL A. & RUTHERFORD, JOY E. 150 30,31 NC DEPARTMENT OF TRANSPORTATION 151 30 WARREN JR, LEON S& WARREN, BETTY O 152 30 NC DEPARTMENT OF TRANSPORTATION 153 30 NC DEPARTMENT OF TRANSPORTATION 154 30 COLEMAN, GRANT V& COLEMAN, SUSAN G 155 30 SAMJLAGIC, NIJAZ & SAMJLAGIC, MIRSADA 156 30 SMITH, WILLIAM ELWOOD & SMITH, MELANIE H 157 30 BROWSER, MARIA R 158 30,31 MILLS, WILLIE B& MILLS, EVE L 159 30 PRIOR CONCTRUCTION CO INC 160 30 GRISEL, BRYAN & GRISEL, CANDACE 161 30,58 LOW, MARY CAM I LLA 162 30,58 NEWMAN, KELLIE & NEWMAN, JOHN 163 31 OOR, PATRICIA G 164 31 RICE, DAVID A& RICE, DANNIELLE S 165 31,60 COATS II, GLEN R& COATS, KAREN W 166 31 ATKINS, STEVEN A& ATKINS, JOHN LEE II 167 31,32 ATKINS, STEVEN A& ATKINS, JOHN LEE II 168 31,32 WOODARD, DAVID LAMONT & BAILEY, PEGGY WOODARD 169 32 COUNCIL, VERONICA WILLIAMS 170 32,60 ENNIS, MICHAEL A 171 32,33,60 ENNIS & ATKINS NURSERY 172 32 WILLIAMS, J W HEIRS 173 32 WILLIAMS, CATHERINE HEIRS 174 32 WILLIAMS, KINSTON D& WILLIAMS, EULA 175 32 ENNIS, TERRY LANE 176 32,58 ENNIS, TERRY LANE 177 32,33 ENNIS, TERRY LANE 178 33,34 ARNOLD, WINIFRED W 179 34 BEAVERS, WAYNE M 180 34 BEAVERS, WAYNE M PARCEL No. SHEET No. PROPERTY OWNER NAME 181 34,35,61 BEAVERS, WAYNE M 182 34 BEAVERS, WAYNE M 183 34,61 WALTON, HELLEN A 184 34,35 WALTON, HELLEN A 185 35 ARNOLD, WINIFRED W& ARNOLD, WINIFRED W 186 34,35 WALTON, HELLEN A 187 34 WALTON, JUDY W 188 34,35,61 O'BRYANT, PATRIC C& O'BRYANT, HUBERT A 189 35,61 ARNOLD, WINIFRED W& ARNOLD, WINIFRED W 190 35,36 SEARS, NANCY S& SEARS, JAMES M 191 35,36 STEPHENS, HURBERT B 192 36,37 NC DEPARTMENT OF TRANSPORTATION 193 36,37 BLACKBURN, WANDA B 194 37 HANSFORD, KENNETHH & HANSFORD, SHARON C 195 37 HANSFORD, KENNETHH & HANSFORD, SHARON C 196 37 NOEL, MICHAEL L& NOEL, CONNIE M 197 37 BAGWELL, ANNETTE 198 37,64 GUIN JR. WILLIAM AUTHUR 199 37 HAMRICK, GETTIS G& HAMRICK, PHYLLIS J 200 37 BROADWELL, THOMAS M 201 37,64 GOODMAN JR, MALCOM E& GOODMAN, PENNY B 202 37 TINGEN BROADWELL FAMILY LLC 203 37,38 TINGEN BROADWELL FAMILY LLC 204 37,38,62,63 WAKE TECHNICAL COLLEGE 205 38 HOLLOWAY, RUBY 206 38,39 SMITH, KENNETH BRYANT 207 38 LAWRENCE BASS HEIRS 208 38,39 CIRCLE M PROPERTIES INC 209 38 BARDEN, GENE & BARDEN, VIRGINIA 210 38 RHODES, R LEONARD 211 38 RHODES, RONALD D 212 38 MERRILL, DEBORAH D& MERRILL, FRANK T 213 38,39 RHODES, RAYMOND LEONARD 214 38,39 RHODES, RAYMOND LEONARD 215 40 R MARKHAM & RUTH B STEWART MELISSA S& ANTHONY K WOOC 216 6,40 ANTHONY K WOODELL & MELISSA S WOODELL 217 42 TOWN OF APEX PUMP STATION EASEMENT 218 42 D.R. HORTON, INC 219 42 ARBOR CREEK KS, LLC 220 42 TOWN OF HOLLY SPRINGS 221 42 BNRICH, LLC 222 43 MEA D. & THERESE A BOUA 223 43 FAUSTINO S, AND MARIA ELENA S MADRAZO 224 43 GERALD D AND SARAH R SYLVER 225 43 DUANE AND KRISTEN JEWELL 226 43 HOLLY SPRINGS RESIDENTIAL PROPERTIES 227 44 WOODCREEK NEIGHBORHOOD ASSN 228 44 CP&L ACCESS EASEMENT 229 44 CARRIE LOCKLEY 230 44 FURMAN AND DEBORAH BECKWITH 231 44 WILLIAM LOCKLEY 232 44 MARL AND KARL WELLS 233 44 CLYDE DRIVE 50' PRIVATE R/W 234 44 JAMES AND EVELYN BREWINGTON 235 44 MUSETTE McLAIN 236 44 GHEYATH MAJEED 237 44 KARL WELLS 238 44 BETTY SCOTT 239 44 FURMAN AND DEBORAH BECKWITH 240 45 JOHN ARRINGTON IELL STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PAR CEL lNDEX SHEET PARCEL No. SHEET No. PROPERTY OWNER NAME 241 45 BULL LAND INC 242 45 HENRY AND MARY EDWARDS 243 45 LENORA EDWARDS 244 45 TRUSHABEN PATEL AND RAHUL KHARVA 245 45 JASON AND MELISSA MURPHY 246 45 ELBERT AND LONA POOLE 247 46 SIV-J LLC 248 46 SIV-J LLC 249 46 J&D PEACOCK PROPERTI ES LLC 250 46 J&D PEACOCK PROPERTI ES LLC 251 46 J&D PEACOCK PROPERTIES LLC 252 46 UNKNOWN - NO DEED ON FILE 253 46 PAULINE FRAZIER 254 46 LOCKHOLLY LLC 255 46 BETTY AND EARLE MOORE 256 46 DONALD AND MARGARET McNEAL 257 46 LOCKHOLLY LLC 258 46,47 LOCKHOLLY LLC 259 46 ROSEN HOLLY SPRINGS II LLC 260 46 ROSEN HOLLY SPRINGS II 261 46,50 JORDAN REAL ESTATE HOLDINGS LLC 262 46,50 TA PROPERTIES LLC 263 46,50 TA PROPERTIES LLC 264 46,50 TA PROPERTIES LLC 265 46,50 WADE AND ORA BURT 266 46,47 WILLIAM & WADE BURT 267 47 LOCKHOLLY LLC 268 47 JENNIFER AND CLAYTON PERSON 269 47 MAYFIELD WOODARD 270 47 OSCAR HARRIS 271 47 ANDERSON HARRIS 272 47 ANDERSON AND EFFIE HARRIS 273 47 ANNA REYNOLDS 274 47 RAYMOND AND WILLIAM COUNCIL 275 47 LEN COUNCIL 276 47 P K HONEYCUTT 277 47 LYNETT PALMER AND ANDREW WOODARD 278 47 HAROLD AND PATRICIA CLAPPER 279 47 MARK SNITH 280 47 PROPERTY ACQUISITION AND LEASE LLC 281 47 RANAB I R AN D TI N KU SAHA 282 48 ANDREWS, DONALD R 283 48 CHARLES AND KOREA DUNCAN 284 48,51 WILLIE WATSON 285 48,49 JOHN MITCHELL 286 48 KE ITH AN D CON N I E HARSMAN 287 48 ROLAND AND ANITA TAYLOR 288 48 MICHAEL FINNERTY 289 48 JEFFERY AND GAIL SANDERS 290 48 MICHAEL AND LAURIE PARKER 291 48,49 JAM ES HAM PTON, J R 292 48 AMY AND WILLIAM PATTERSON 293 49 BRYANT AND VICTORIA PERDUN 294 49 SECU*RE INC 295 49 KATHERINE KALEY 296 49 HALLMARK INVESTORS 297 49 S I LAS AN D EVO N WARD 298 49 CHARLES AND LINDA PULLIAM 299 50 WIGGINS, BEULAH J 300 50 ARTEGA, JOSE, MARIA LOURDES PARCEL No. SHEET No. PROPERTY OWNER NAME 301 50 BURL, PRESTON C, NANCY C 302 50 JONES, SHELTON LOUIS 303 50 HOOKER, FRANCES 304 50 ARTEGA CONSTRUCTION, INC 305 50 BENITEZ, OLGA, BERNARDO 306 51 ALICE WATSON 307 51,52 SCOTS LAUREL HOMEOWNERS ASSOC INC 308 51 THAMOTHARAMPILLAI SIVARAJ 309 51 NANCY WILSON 310 51 SCOTT AND ANGELA COULTER 311 51, 52 AN NA AN D S EAN STARR 312 52 TRIANGLE COMMUNITY CHURCH OF FUQUAY VARINA 313 52 THOMAS MONGERO 314 53 BLAKESLEY, SUSAN E 315 53 BARNES, PATRICK SHANE & WALLAGE, LINWOOD RAY 316 54 JAMISON PARK COMMUNITY ASSOC, INC 317 54 BEVERIDGE, EDWARD K. TRACI H 318 54 GREER, THOMAS C, PAMELA H 319 54 LARSON, LINDA G 320 54 TAYLOR, PAUL H, OLIVE D 321 54 VAN H U LST, PAM E LA 322 54 MILLER, WILLIAM B, JEANNE S 323 54 DUMAYAS, EMBERLY R, PAT J 324 54 POINDEXTER, RANDALL D& POINDEXTER, BRANDY A 325 54 ZIMBRO, RYANN. ANDREW M 326 54 P LATTS, PAU L K J R. M I C H EAL A 327 54 BRADY, NATHAN P. ALISON L 328 54 WRENN, DEBORAH K 329 26,54 POWELL, JOHN ARCHIE 330 55 GJH CONSTRUCTION, INC 331 55 WILLIFORD, WILLIAM A 332 55 WOOD, RONALD 333 55 WOOD, WILLIAM L, HAZEL C 334 55 GC CUSTOM HOMES INC 335 56 NORRIS, JOYCE W DAVIS, PATRICIA NORRIS 336 56 THOMAS-GRAZIOLI, CATHERINE 337 56 JH/MH HOLDINGS LLC 338 56 GUY, RANDY C& GUY, STEVE A 339 56 GUY, RANDY C& GUY, STEVE A 340 56 SQU I RE, AN N K 341 56 STEWART, RON N I E& STEWART, W I LMA 342 56 STEWART, CHRISTOPHER N& STEWARE, THERESA P 343 56 BLUI LLC 344 56 RICKY ALLEN BLEVINS TRUST TWILAH KNOTTS BLEVINS TRUST 345 56 STRICKLAND SR, RALPH HERBERT 346 56 HOGAN, RICHARD P& HOGAN, MARY C 347 57 GREER, THOMAS C& GREER, SUSAN J P 348 57 PRICE, BARNEY K& PRICE, KIM B 349 57 ANDREWS, MARK P& ANDREWS, MARY C 350 57 PIEZER, KEVIN W& PIEZER, HEATHER L 351 57 BRENINGMEYER, LAURIE 352 57 McNAIR, GRETCHEN & McNAIR, JERRY 353 57 GUILLORY, LARRY J& GUILLORY, NATASHA 354 57 CLARKE, ROBERT LEE & CLARKE, AMY LORI 355 57 ELEZAJ, ANTONIO & ELEZAJ, YADIRA 356 57 BAKER, JOHN R& MARSHA P 357 57 PALMER, MARK A& PALMER, MARY C 358 57 THAMES, RICHARD 359 57 COCHRAN, KEVIN & COCHRAN, TAMMY HALL 360 57 WOODMAN JR, MARC STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL INDEX SHEE�'' PARCEL No. SHEET No. PROPERTY OWNER NAME 361 58 RILEY, TERRY B& RILEY, DONLAD B 362 58 DICK, MICHAEL C 363 58 WOODARD, DAVID LAMONT & BAILEY, PEGGY WOODARD 364 58 ENNIS, JERRY L 365 58 ENNIS, JOSEPH LEO 366 58 ENNIS, JOSEPH LEO & ENNIS, YVONNE GOWER 367 58 ENNIS, JOSEPH LEO 368 59 COSTON, WILLIAM D 369 59 STAPLETON, MARTIN C 370 59 CESPEDES, MERQUTADES 371 59 JONES, THADDEUS E JR 372 59 SALACKI, JOSEPH S III 373 59 PRIOR CONST SO INC 374 59 CAPITAL MATCH, LLC 375 59 McCLOUD, DONNA 376 59 BARNES, CHARLES SCOTT 377 59 McRAY, ERIC ROBERT 378 59 VINES, KENNETH & VINES, JUDY W 379 60 ATKINS II, JOHN LEE & ATKINS, JOYCE C 380 60 ATKINS II, JOHN LEE & ATKINS, JOYCE C 381 60 ATKINS, STEVEN A& ATKINS, JOHN LEE II 382 60 ATKINS, STEVEN A& ATKINS, JOHN LEE II 383 60 ATKINS, STEVEN A& ATKINS, JOHN LEE II 384 60 ATKINS, STEVEN A& ATKINS, NEIL CONNER 385 60 GRAY, TONY A& GRAY, JASON N 386 62 FUQUAY VARINA STORAGE LLC 387 62 UTLEY, BOBBY LEE 388 63 CHANDLER RIDGE LTD PTNRP YENDAPALLI, VENKATESWARA R EQUITY TRUST COMPANY 389 63 CUSTODIAN FBO 390 64 LUCAS, KENNETH A 391 64 LUCAS, KENNETH A 392 64 NASH, ANNE MARIE 393 64 NASH, ANNE MARIE 394 64 RADLOFF, JILL R 395 64 BAKER, ROGER LEON 396 64 SAVAGE, JAMES P& SAVAGE REBECCA 397 64 TINGEN BROADWELL FAMILY LLC 398 64 LUBIE L LEWIS HEIRS 399 64 NOLASCO, GERBER ALVARADO 400 64 SPIVEY, JUDITH G 401 64 DUERS, JOHNATHAN G 402 64 GOODMAN, MALCOME & GOODMAN, SHELBY W 403 64 HOLDER JR, DAVID F 404 65 PARARELLA, DIEGO MAXIMILIANO KOWALSKI, SHANNON KAY 405 65 LEFLER, NANCY X 406 65 HILL BAILEY, LINDA SUE & BAILEY, WILLIAM DAVE 407 65 BRAGG, KAYCE & BRAGG, GREGORY 408 65 THOMAS, JEANNINE E 409 5 GREENWAY WASTE SOLUTIONS 410 35 BAN KS FAM I LY FARM LLC 411 37,65 WOODS OF ASHBURY ASSOC. INC 412 40 ANTHONY K. WADDEL AND MELISSA S. WOODELL 413 47 BRYAN AND RENEE EAVES 414 49 JOSEPH AND NANCY MACK 415 64 WEST, GEORGE DAVIS & WEST, BARBARA S 416 64 CHESSON, DONALD N, BILLIE M 417 64 TINGEN BROADWELL FAMILY LLC 418 64 CARRAWAY, PEGGY T 419 58 ARENEGA, DANIEL G& KELLY C. PARCEL No. SHEET No. PROPERTY OWNER NAME � COMPUTED BY: CLY DATE: E�a/1018 � � CHECKED BY: BKE DATE: NE✓1018 � � REVISED BY: CLY DATE: b/7/1018 � NOTE: Earthwork quantities are calculated by the Roadwa Design Unit. These earthwork uantities are based in art on su�surface data rovided b the Geotechnical En ineerinp Unit. p Y 9 9 EXCAVATION LOCATION TOTAL EMBT+% BORROW TOTAL UNCLASSIFIED UNDERCUT WASTE SUMMARY � (R-272 � A) -L �- LEFT �6+50 TO 22+50 694 - 2,73 � 2,037 - -�- ��r 90+00 TO 22+50 19655 - 3,584 �9929 - -L- R IGHT 20+50 TO 30+00 66 � - 5,9 � 5 59254 - -Y 9RPD- 96+00 TO 26+25 582 - 658 76 - T OT AL SUMMARY � � 3,592 - � 29888 9,296 - SUMMARY 2 (R-272 � A) -L- RIGHT 32+00 TO 39+00 2,63 � - 5 �,57 � 48940 - -L- RIGHT 39+00 TO 40+50 4,956 - 4,0 �4 4,0 %4 4,956 -L- R I GHT 40 +50 TO 49 +2 � - - i 09y5 i l � 09,5 i � - -�- �� .�+oo To 39+00 680 - �32 - 548 -�- ��r 39 +00 T 0 40 +50 � - 5,278 5,277 - -�- ��r 40 +50 TO 49 +2 9 - - 87,394 87,394 - -Y 1- 28 +00 TO 45+00 2 � 33 - 8 845 6 7 � 2 - -Y 9RPB- 22+50 TO 33+86 �4,66 � - 24, �62 9,55 9 - -Y 9LPB- 13+00 TO �5+00 � 83 - 4,850 49667 - -Y 9LPB- 15+00 TO 96+00 82 - 752 752 82 -Y 9RPC- �8+50 TO 29+00 8 i9274 - �,544 %,544 8 i,274 -Y 9RPC- 29+00 TO 30+42 3024 - 2 � 5 - 2,809 TOTAL SUMMARY �2 �09 575 - 298 268 2789363 899669 SUMMARY 3 l R-272 � A) -�- �� 50+8 9 TO 83+p � - 504,828 5049828 - -L- R IGHT 50+8 � To 83+0 � - - 354,87 � 354,87 i - T OT AL SUMMARY �3 - - 859y699 8599699 - SU ARY 4 (R-272 A) -L- LEFT 85 +36 T 0 9 15 +50 - _ -L- R I GHT 85 +36 TO 1 95 +50 327,623 - 97028 - 3 � 0595 -Y3- � 0+00 T 0 25 +48 888 - i 7,%7 � � 6,883 - -Y3- 29 +03 TO 38 +00 � 9388 - 2,263 875 - -Y3DET- �3+00 TO 34+00 �4,572 - 6922 � - 8,35 � T OT AL SUMMARY �4 8 � 3,348 - 56,8 � 8 � 7,758 774,288 SUMMARY 5 (R-272 9 A) -�- �� � 15+50 TO �45+00 �49,734 - 65,852 - 83,882 -L- R I GHT � � 5+50 TO �45 +o0 63,989 - � 07,424 43,435 - -Y3A- � 9+00 TO 95 +50 70 - � 07 37 - T OT AL SUMMARY �5 2 � 3,793 - � 739383 43,472 83,882 SUMMARY 6 l R-272 � A) -L- LEFT �45+50 TO 175+50 95,48 � - � 349599 39, i l 8 - -L- R IGHT �45+50 TO 175+50 73,395 - � 66,3 i 3 92,9 � 8 - -Y4- 94+25 TO 25+79 �38 - 7,966 7,828 - -Y4- 28+39 TO 37+00 568 - 9,735 9, �67 - -Y4DET- �0+50 TO 23+00 3,276 - 4,888 %,6 �2 - T OT AL SUMMARY �6 � 72,858 - 3 9 59500 942,642 - �� ��� � � ���� ��� ����� � � ��� ��� ���� 111 t C UBIC YAR.DS EXCAVATION LOCATION UNCLASSIFIED EMBT+% BORROW TOTAL EXCAVATION UNDERCUT WASTE SUMMARY 7 (R-272 � A) -�- [�� �75 +00 TO 205 +50 � 96,757 - 365,738 � 68,98 9 - -L- R IGHT 175+50 TO 205+50 i 80,728 - �47,772 - 32,956 -YSRPB- 22+50 TO 27+50 , 3 �6 - 30 044 - -YSRPC- 21 +50 TO 32+00 33,665 - 59537 - 28, �28 -YSRPD- 18+00 TO 26+50 3, �43 - 35,9 �2 32 769 - -YSRPCNB- � �+00 TO � 9+50 5 � 3 - � 3 - 500 -YS- � 1+78 TO 4 9+37 � 0,054 - 53,024 42,970 - -Y5C- 1 �+00 TO �2+26 80 - 83 3 - -YSD- 90+25 TO 92+26 - - 382 382 - -Y5E- 90+52 TO 12+88 �5 - �3 - 2 -YSF- � �+50 TO 20+50 77 � - 24 � - 530 -YSI- 90+52 TO �5+87 6,3 96 - 62 - 69254 -Y5J- �0+ �8 TO 2 �+90 393 �4 - 205 - 3, � 09 -Y5M- �0+50 TO 9 �+49 7 � - - - 7 � -YSM- 1 9+85 TO 12+75 35 - 2 - 33 -Y5- 43+90 TO 72+00 22, �57 - 3739926 352y087 - -Y5A- � 0+39 TO 3 9+00 2,263 - 9 33, � 20 � 30,857 - -YSB- 90+39 TO �4+00 �32 - 259 �27 - -Y5G- �3+25 TO 16+99 2,605 - - - 29605 -Y5H- 9 1+50 TO 93+82 3 - 638 635 - -Y5K- �0+23 TO 9 �+50 �2 - 64 52 - -YSL- 9 9+50 TO 92+49 27 - 4 � %4 - -Y5DET- 93+64 TO 45+08 �49457 - 939658 79,20 � - TOTAL SUMMARY �`7 4789434 - 9,240,735 836,488 74, �87 SUMMARY 8 (R-272 � A) -�- �� 205+00 TO 240+00 9 3 - 83 6 - 5 -L- R I GHT 205+50 TO 240+00 � 8 � 387 - � � 0 222 - 7 � � 65 -Y6- �2+50 TO 95+38 247 - 60 9 354 - -Y6- �7+99 TO 22+50 524 - 2 276 � 752 - -Y6DET- � �+00 TO 93+50 352 - 6 642 6 290 - TOTAL SUMMARY �8 453 503 - 202,978 89397 258 922 SUMMARY 9 (R-272 � A) -Y3DET- f?EMOV AL 5, i 84 - - - 5, � 84 -Y4DET- REMOVAL 49073 - - - 4,073 -YSDET- REMOVAL 78,048 - - - %8,048 -Y6DET- REMOVAL 5,535 - - - 5,535 T OT AL SUMMARY �9 92,840 - - - 929840 PROJECT REFERENCE NO. SHEET NO. R -272/ 3B -1 EXCAVATION LOCATION TOTAL EMBT+% BORROW TOTAL UNCLASSIFIED UNDERCUT WASTE TOTAL SUMMARIES 9-9 (R-272 9,� 29337,943 - 3, �60,270 2, �96y � 15 �,373,788 C�� ING & � RUBB I NG -23,379 - - - -23,379 WASTE IN LIEU OF BORROW (9%) - - - l, �7,9257 - �, �7 �,257 ONTBORROW P IPLACE TOP SO IL - - 5 i,243 - R-272 �A PROJECT TOTAL 2,3 %4,564 - - 1,076, l0 � �79, �52 SAY 2,315,000 - - 9 9077,000 � 80,000 � SEE 3B-2 FOR R-272 9B EARTHVyORK � COMPUTED BY: CLY DATE: E�a/1018 � � CHECKED BY: BKE DATE: NE✓1018 � � REVISED BY: CLY DATE: b/7/1018 � NOTE: Earthwork quantities are calculated by the Roadwa Design Unit. These earthwork uantities are based in art on su�surface data rovided b the Geotechnical En ineerinp Unit. p Y 9 9 EXCAVATION LOCATION TOTAL EMBT+% BORROW TOTAL UNCLASSIFIED UNDERCUT WASTE SUMMARY � 0 l R-272 9 B) -�- �� 240+00 TO 270+00 250,456 - 62, � � 2 - � 889344 -L- RIGHT 240+00 TO 270+00 272,770 - 6%,69 � - 2 � �,079 T OT AL SUMMARY � � 0 523,226 - � 23,803 - 399,423 SUMMARY � � (R-272 � B) -�- �� 270+00 TO 300+00 9 �,755 - 5995 � 3 - 32,242 -L- R I GHT 270 +00 T 0 300 +00 72,746 - 55,502 - � 7,244 TOTAL SU ARY � � � �64 50 � - � �5 0 95 - 49 486 SUMMARY � 2(R-272 � B) -�- �� 300+00 TO 330+00 � �7,6 �4 - 66,930 - 50,684 -L- R I GHT 300 +00 TO 330 +00 909053 - � 05,955 159902 - -Y7- � 0+00 TO 25 +70 4,943 - 4,266 - 677 -Y7- 28+37 TO 4 9+30 3,578 - 69976 3,398 - -riA- �o+oo ro � �+� �2 - 67 55 - -Y7DET- 12 +3 � TO 22 +03 79403 - 43 - 7,360 TOTAL SUMMARY � �2 223 603 - �84 237 �9,355 58,72 � SUMMARY � 3(R-272 � B) -L- LEFT 330 +00 T 0 346 +22 37, l 47 9,770 - 279377 -L- R I �HT 330 +00 T 0 346 +22 27,937 - 2 �,376 - 6,56 � -YBRPA- �9+00 TO 20+75 40 - l,8T8 �,838 - -YBRPA- 25+ 95 TO 33+93 296 - 20,072 %9,776 - -YBLPA- 95+50 TO �8+50 2, �50 - 527 - �,623 -YBRPC- 22+00 TO 35+00 2,557 - 74,698 72, �4 � - -YBLPC- �3+00 TO 15+50 �9 - 79656 7,637 - -YB- �2+00 TO 29+ 97 29 �32 - �4,993 �2986 9 - -YBA- 9 1+00 TO 93+50 496 - 84 - 4 �2 -YBD- � �+50 TO �2+55 - 43 �4 - -YB- 32 +05 TO 50 +00 2,0 � 5 - � 5,098 � 39083 - -YBC- � 1+25 TO �2+37 i4 - 6 - 8 -YBDET- �2+5 9 TO 29+00 69822 - 362 - 6,460 T OT AL SUMMARY � � 3 8 9,654 - � 66,564 � 27,350 42,44 � SUMMARY � 4(R-272 � B) -�- �FT 348 +97 T 0 379 +00 � 90,582 - 9 3,733 - � 76,849 -L- RIGHT 348+97 TO 379+00 �32,025 - �9,566 - � �2,459 -Y 90- �0+50 TO �5+ �2 �65 - 3,484 33 �9 - -Y �0- 97+75 TO 22+50 �78 - 2,890 2,7 �2 - -Y 90A- �0+60 TO 20+23 7 �2 - 8,324 7,6 �2 - -Y �OB- 9 �+00 TO �8+60 2,994 - �26 - 2,868 TOT AL SUMMARY � �4 326,656 - 48, � 22 � 3,643 292, �76 SUMMARY � 5 l R-272 � B� -�- �� �9+0o To 409+00 - 20 350 - 95 2 �6 -L- R IGHT 379+00 TO 409+00 � 66,8 � 2 - 28,876 - � 37,936 -Y 9 �- 92+00 TO �9+78 233 - 4,630 4,397 - -Y � �- 2 �+6 � TO 3 9+50 � 030 - 6,650 5,620 - -Y � �DET- � �+82 TO 22+86 i,685 - 9,4 % - 744 TOT AL SUMMARY � � 5 285,326 - 6 �,446 � 0,0 �7 233,897 �� ��� � � ���� ��� ����� � � ��� ��� ���� 111 t C UBIC YAR.DS EXCAVATION LOCATION UNCLASSIFIED EMBT+% BORROW TOTAL EXCAVATION UNDERCUT WASTE SUMMARY � 6 l R-272 � B) -�- [�� 409+00 TO 434+43 �, � 54 - � 06,6 � 8 � 05,464 - -L- R I GHT 409 +00 TO 434 +43 577 - l l 8, l%4 % � T 9597 - -Y �2- 14+00 TO �8+00 �08 - �76 68 - -Y �2A- �0+68 TO 26+63 2,2 �9 - 3,800 �,58 � - -Y 92B- 90+00 TO 20+2 9 �79 - �,00 � 822 - TOT AL SUMMARY �` � 6 4,237 - 229,769 225,532 - SUMMARY � 7(R-272 9 B) -L- LEFT 436+2 9 TD 466+50 �8 - 497,504 497,486 - -L- R I GHT 436 +2 � TO 466 +50 - - 530,804 530,804 - TOTAL SUMMARY �` �7 �8 - �,028,309 �9028,29 � - SUMMARY � 8(R-272 � B) -L- LEFT 466+50 TO 497+35 %68,059 - 13 9,933 - 36 926 -L- R IGHT 466+50 TO 497+35 � 32,555 - 246,�2 1 � 3887 - -Y 93RPA- �8+50 TO 29+74 36, � 39 - 3,400 - 32739 -Y 93LPA- �3+00 TO �s+oo �6,688 - - - �6688 -Y �3RP8- 26+50 TO 35+90 i2,266 - 924 - � �342 -Y 93RPC- 20+00 TO 30+61 25, � 37 - 832 - 24305 -Y �3LPC- �5+00 TO 17+50 % i,029 - - - � �029 -Y 93RPD- 30+00 TO 40+65 �,344 - 23,872 22528 - -Y �3- 29+90 TO 54+02 % i3O �6 - �3,09 i 2075 - -Y 93A- �0+53 TO 35+00 � 0,842 - i 89386 7544 - -Y �3C- 90+25 TO 93+ 12 �08 - 67 - 4 � -Y 93D- 9 �+05 TO �3+56 27 - 3,008 298 � - -Y 93F- �0+63 TD �2+0 � 47 9 - � � - 460 -Y 93- 56+72 TO 73+00 5,787 - 6,788 %00 i - -Y �3B- �0+00 TO � 1+54 �82 - 2 - �80 -Y 13E- �0+75 TO 92+05 37 - 8 - 29 -Y �3E- �2+53 TO 95+50 68 - 246 �78 - -Y 93DET- 10+00 TO 33+00 49226 - � 998 94 7588 - -Y 94A- 90+50 TO 24+00 387 - 52 � �34 - T OT AL SUMMARY � � 8 436,368 - 46 9,345 � 5799 � 6 9 329939 SUMMARY � 9(R-272 � B) -L- LEFT 497+79 TO 500+64 - - 22,472 22,472 - -L- R I GHT 497 +79 T 0 500 +64 - - 27,6 � 8 27,6 � 8 - T OT AL SUMMARY �` � 9 - - 50,090 50,090 - SUMMARY 20 (R-272 � B) -Y7DET- REMOVAL 36 - - - 36 -YBDET- REMOVAL 302 - - - 302 -Y � �DET- REMOVAL 784 - - - 784 -Y �3DET- REMOVAL 9,845 - - - 9,845 TOT AL SUMMARY �20 � 09967 - - - � 0,967 PROJECT REFERENCE NO. SHEET NO. R -272/ 3B -2 EXCAVATION LOCATION TOTAL EMBT+% BORROW TOTAL UNCLASSIFIED UNDERCUT WASTE TOTAL SUMMARIES 90-20 (R-272 �B) 2,056,556 - 2,468y700 �,632, �94 �,2209050 C�� I NG &� RUBB I NG -20,566 - - - -20,566 WASTE IN LIEU OF BORROW ( 9%) - - - l, l88,5 �7 - �9 %88,5 �7 ONT BORROW P IPLACE TOP SO I L - - 229 % 84 - R-272 �B PROJECT TOTAL 2,035,990 - - 465,86 � 90,967 SAY 2,036y000 - - 466,000 � �,000 R-272 9A Ly� l�y0o0 / y0/ / y000 l VOy000 R-272 �B 29036,000 - - 466,000 � �,000 �RAND R-272 9 TOTAL 4,35 �,000 - - i,543,000 %9 %,000 �i� __ � �i __.� IIFi_, S � � — _---- __-- _— — _— -- —_— _--_— __--�-��� _ --��/� -- I-r-��J Wr, 7I,F' 6sl j�L � --�_ �- / i _ �� �� �,� / � � �� �� ��� i �I ��1 R�F�RA,�- �� 4 ,; �� I �. — � � icJ i_ � L� �i ' L=�-,�_ � - _ - - - � �� a�� , �� ��c, � � �iR ,��rJL�� � r� � �� CONr, I � r �� � !, �� ��;�� -- rt /rn / �,� D� � -f - , � - - -I�,. � � ��-� cFF� • _ - _ - =-= = - - _ _ - - - _ ��1� / II DIR '�NLY , � -- -- � -- -= -_-_ _--- - ---- - �'- � -- -_ � � �� - - -- ��� i-G=�o t� �i,� asr ��� II � % {� � �— 7� %� � i h'� �� / � ; pIR ONLY ��, �� _ --- --- � -'- ---- -- - ----- --- - - ----- L i--� --- - � � � / 18" RCF��_ �- � _� =�i�� / / / � �-- j / / rv �j� rJ ���v�� � �� ' � JI ' �, I I , -�N�, � �� _ � I'�� 15° R�P �� i- - l / �IrGq� �' � �,_ �; ', - _ � - --_ -� , -1 -Ll- POT Sta. 1Of00.00 _ -- � - v� o ���� ��� � � �_ F � `�l�J �'��"�'- ''�'' n �- - - - � - -- - � - - - �i�1- �, � - - -- -- - - - i�J01;1 F—I EA5 1 �LEV. 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EXISTING R/W BEGI1� TIP PR OJECT R-2 72IA BEGI1� C41�STR UCTI011t -LI- STA. l6 + 50.00 �� U I_ �J L 'r-; I - ONE �ARPE� NORTH CU�'I 705579�79 CU�2 705579s4C CEl 70557�.��� HW1 70557�.�5 CU�3 705323s1� GU�4 7053?2,75 - - -� SEE SHEET 2B-33 THRU 2B-34 FOR ;, . �, �� 20450'15.97 ?045C��'6, 32 ?C��50�C�.45 20450�0.46 2044�74.02 ?04aRgq,?0 — ! —i � I- I_ L �� . 288,31 288 s ��I �99. 4.. 299.qi 2�4. �'� �'�4 3�=, — ' -;; DRAINAGE DETAILS SEE SHEET 66 FOR -Ll- PROF/LE ��� ����� � -YIRPD- Pls Sta 11+50.04 Pl Sta l6f15.96 Pls Sta 20f67.96 �s = 3° 52' S8.8" 0= 26" 30' 19.8" (LTJ ss = 3° 52' S8.8" Ls = 225.00' D= 3° 27' 05.6" Ls = 225.00' LT = 150.04' L= 767.93' LT = 150.04' ST = 75.03' T= 390.96' ST = 75.03' R = 1,660.00' SE = 0.06 09 GREENWAY WASTE SOLUTIONS OF APEX LLC DB 9099 PG 1045 �, � � , -\ -L- POT Sto. 14+02.00= � � \ -YIRPD- SG: -YIRPD - ST Sta. l0 +00.00 � �� B � \ . /2+ CL I RIPRAP 87.00' LT � \ CL I RIPRAP ` LENGTH=11 FT -LI- POT Sf0.22+50.00�BK�= CL B RIPRAP 04.0 OL-Y1RP - SEE DETAIL lA + 91.00 -Yl RPD- � - - f � �+ 84.00 -Ll- L POT Sta. l0 OO.00I AH) EX r�, p TD E ��� �-�_ 189.00' LT ExisTiNc R w PER sTArE PRo�ECT REF R-�s.3sa ,' ,,, �.,,� � _ / # �$ _: v _ _ --, - -- -- -- ,,r 051 + 92.UO -Ll - . , ' ' 50 � �� EX,_�� ,_� -'-, �-�- � �-: {� !W l�'��� �i � - �- � 24" CSP ' � -; , _�-' � �— i „ F REMOVE ' EXIST 15 RCP �' - -----'�------ �------------------------ W/ELBOW COLLAR _, 050 REMOVE 6 FT �- � _ _ _ JB w/MH ��� �� ---- - _ �-�' -' � (� 051 �� JB w/MH .. . . . 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SEE DETAIL 27A � ` FS a �, TB 2GI / j/ A _ � C ,. ` iSBO, Pii � � .:E \�\ a._ � � - - Pon d . 65 ' , ' � /. � . I - � / O ,, ,.' � � gZ%�' �RTJ ./ \ � \\ \ RETAIN -„ � 4� � � R1 � \' „y�.l II . i il:' \ '-'�. � 62 CL B RIPRAP ... + � n , GEORGE WIL.LWi1S AC � ZO'I'ZB.3Z D 0'28'389' �� � �� � �� �-� � � � � � 2l' � � _ � � �,, �, -. .. �� .oi v = , - � � � - -� � I � JUW PULL.EN HUGHE4 L � /.�/.%/ � � "'` �- � � �- - - 66 � a� �'' � � � / ex nnv DB 8789 PG 426 T�99.3./4 � � � � � � � � �� � � � /2 �, � � � - � -� I i o ^� �/? - � � R = l �NAO' �, � � �� �, ��'�1 �� a�r^�e ,� � c " , � � ' � MON LITHIC�_� �. - �' ores � / � �� �pl- se�� �o / s ��p � -- `_ -�'°��% z '� � . _ .v. ITCI9� ;, _ � � � / t� / t � SE = OA2 _ �� - ' I ; � lSL,4ND - f _ re d - ` � ��' S -� `"�-a 4 „ � RE -. . `� ` o �� N j _ _" Z,! i� , - Y�- �,` - ~ -� -._ lil � �\ - � - 'o � - �'�� �'� r MOVE � � � .F �: � /�� P $9�, - `� � O � Pls S7a 11+33,80 Pl S7a 17+87 Pls Sto 17+90T9 s a t t s o �,� " � '�/ _ � YLPB , � I �. es , � � /-" � u' o ze• wr ia n,nr✓ / / // � $�' .:', " �',. ` \ � . .,..� ' �l RLE MA li �� ..� �-.._Z , CB \ \ � 62 � �� � � � � .� �� •' 2 ELBOWS � / / /r � ���., N � � �..� . _ _ _ - � " i �own _ - -� ' ; E 1 JOHN & do - - - � � $'� 6s = 0' D' 488 0= l35 56'' 54.4 (RTl 9S = 26'46' 25.4' 9s - 3' 30' QOA' �- 4319' 022' (RT76s = 3 30' OOA' Y- $Yh:' 33�0339= � i �� � � z ,. \- ! �_ � 2GI-A a 30" � / a¢ = E1�NE �. BRowN s s, 9s = 26'47'2&0' D= 26'46'25.4` Ls = 200.Oi0' Ls = 300.00' D- 220'OOA' la = 300.Oi0' YILPB POT 57a.2lt/ , i' I i p - �B Fs - �csr� / � � e �o�� Pc tsoa + � - - _ _ _ I . __,- - _ _ � o � Ls = '' .00' L = 5227Y LT = 134�89' LT - 'L00.04' L =1.856e45' , LT - 200.04' d- - 977Q'24 � �. \ 4 i I f - ,, � = � - o „ �-' FS �, > / , �� / ,�� CL B RIPRAP � , /� � � � � � a e� 2001 Pc 2343 � � , LT - 33.80' T 587.64' ST - 68.08' ST -/Oi0.04' T- 975J2' ST - lOOA4' �,,a I o o j� 5T 6934' R 214.AD' R 6.53 �� � i � ' �� � -- � , � - - ' _ - - � .. . � � FILL W/FL47'WA�LE � � - 15" R . : bZ GI A . _ ` �o, � � � . _- ' G �� : .. _ _ SE 0.08 � P r,: - .. � �'� I � �'�'� � �„ � � � � � � - � i � �� F�a � / � / _ �`t�� _ E`� . 19 , � ��' I I�' 6 � � � � �g � � � � � � �,.� � . .2GI- -. . � _ , Pls 57a 11t33 PlSia l5 b7 Pls SM l9 A5 P1.57a 2/+83a7 Pls Sb 2 t2T79 Pls S7o 27+5256 PISb 29+93J � _ `� � � � � � � s2 o bZ � � Nc 1uw�ri� "` _ _ _ � � �. � � � � L1 - 92�4'4259' . � ' I'i � � � '� � / Ls - 200A0' D _ I' lG 23T 9s = 3'49' /3.3' D = 3'49' //A' Ls = 270A0' Ls _ 2I7A0' D - i 57 27.9' � %{R POT S7a. 5, � � , � o g � . � 3� / � oe�i� Pc 2eoa _ � . � `� � L � �� ��� < - ! _ I � � _ � I . 2GI i � i i , .._ . es - ris� �.r o- oaoo.a rcn es - �is� ti� o- ir�r as.s� r�r� es - os� �a es - e�� a3� o-�rs� r�r� I � � N , ,/ � ', � � BN 2002 PG 336 \,,"�� � � � � s'�� R = �AO' ST � l � � _ �� ST = 90A/' ST = 72 q R = �3� � N I� ' � , � �I � I I PRoa. oRA�� _ . TMpe g-" �`� / �/ �,�� _ �/ €�- � _ ' � I "` _ _ _ � � �� � � � � ne � _ _ � �3 ��� "� % / // �� E�� �� � �ocnnor _ � � ��� �„�,- � n1 � ,��" � �j F SE = OA4 SE - OAT SE = OA7 UTURE W/DENIN��� I�I�����i�F 'iI ' ' � � �- �1Qss� ~ � � � � � - � �'�E � �� �y - f � --�- - - - - - � B.E�GIN NO ` �' - � � _� � l � +zo �' '� y� i :� III II� II � �; � �'�� �� „ R�'s _ , �E CE - ' � � `� � � i i SEE SHEET 6T FOR -L- PROFILE � � . � , t � INE SHE , ,5 W� � � , ���������� , a� s i , i ,s,.w�nH z e�aows � ` 3 - _ � � // SEE SHEET l28 FOR -Yl- PROFILE r I l MATCHL 36 -�i~ - ��D\�^' � �� � '� SEE SHEET 88 FOR -YIRPD- PROFILE ' nr No: ET 40 � SEE SHEE7' 86 FOR -YIRPB- PROFILE '*' PROPOSED SIGN� GRAPHIC SCALE -Y1- STA 31+ 00.00 SEE SNEET 28-33 THRU 28-34 FOR DESIGNE[ DRAI AGE DETNLS SEE SHEET 87 FOR -YIRPC- PROFlLE � PAVED SHOULDER 5i0 2 0 5i0 140 SEE SHEET 28-25 FOR BRIDGE SKETCH SEE SHEEI' 88 FOR -YILPB- PROFILE � PAVEMEIyT REMOVAL � � CHECKED PLANS + L�" I ♦ I - CIVVIIVCCR tIVl711VttK (919 571-7111 -y�RPB- Nu ber F�C0159 -- -__ � � �� �� E D� 01�STR jICTI�1� Pls Sta 11+33.35 Pl Sta l4+17.52 Pls Sto 16+89.57 �,� S�N�ATE �ES��N �R��P, P.A. �� �s = 2' 46' 04.5" �_ ll 59' S0.3" (LT) 6s = l° 23' 0/.0" 1 � � 905 JONES FRANKLIN ROAD ��������y��Ry ����y� �� _ o � �� o � �� � A�Il�% RALEIGH, NORTH CAROLINA 27606 ��l �L ��I ��{�� • �� � ��� �� � �� _ ���.�� � - � L�� �l�.� �� - � �� �L�.� � � � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 � `' °� � o . LT = 133.35' L = 433.44' Ls = 100.00' �� N�� tr�� ��� �����R�.r����N �i N M , ST = 66.68' T= 2/7.52' LT = 56.13' a �. 3 6 z R= 2,070.00' ST = 43.92' ��' , � EiP . � , , __- � � SE = 0.07 � m � 3 �� � _ � F ,i -' _, � t� -YIRPC- � � � CMO DOCUMENT NOT CONSIDERED FINAL o �_ 1 � � ' rl, ,, NC TURNPIKE AUTHORITY I � 4' �1 �� � rn -��, Pls Sta 14+60.68 Pl Sta 16+3/.98 Pls Sta 17+90.9� ��� Z UNLESS ALL SIGNATURES COMPLETED �B �4�22 Pc $3� I , ���� � _ �, _ , ��.� _ �� ��� �� , �� ��, � � 7 '�� �s = 2° 50' 13.6" 0 = 5°4/' 45.3" lRT) 6s = l° 23' 0/.0„ ��� o O � � ��r ��, N ��� � � � ', , ��__� � v F � � I `, Ls = 205.00' D = 2° 46' 04.5" �9s _ 2° 59 �04.2" • � � � � N Z , � �� � � - � � , , ', � � - � � � ' , � � � PAV ED SHOULDER _� �_ _ ' T � � - _, _ _ --__ ,__ � ,� �$.'�� ; , �� �''�� . -- � � � � y �� � � ���, LT = 136.68' L 205.78 Ls - 100.00 - - � IP �: t32� � R��W- 3:��g �n �, �, � ' 1 � - - - i � �� -' , . � �I � ___- _ _ � _ _ - - ,,, ''�, ��, �,I, �,, ` v' � : �� ST - 68.35' T _ 102.98' LT _ 56.13 � ���,1 � � � ___ ; � � R 2,070.00' ST 43.92 5" E ��� � ��� � '' �� �� �. ��� � 9�3 5 ' � ' '�� '��, ��i, ��, � � , SE = 0.07 � �� � � � �� S sa2 PAULINE PENNINGTON - ' � 27�.o�B 2403 Pc 3s5 � - -- ���y2- PC�C �t�.f6-��0.78 ' �� , � ��,�, ��„ e� ��_ � 1�� �� � - - - � , � - z REFERENCE FROM__AQJOIiV�R MAPS = - - � � � ' ` � ` � - � � DBI 4445PPG 292LLC ���'\ ` - , �fQ. l.3 6 `, � ' : -- I � �� MCI ENTERPRISES, LLC _ N � ' _ �' pF YIRPC- , POC +75.7 � � > � KATHERINE �&�-'WILLIAM ki. JR B�OUNT �' '- ���� � z � ��2 DB 13240 PG 1979 � ��3 �' �? � BM 1987 PG 589 �r '� � �� , �- ' 7°05' 36.70' ' ' , ' �' 1 �� � PER NCDOT�� PROJ��, R-2635 � '�� 0 /O � „-, y � � � -�� � '�. � � �' `� � '� , ' � � � � � � ��;' , -1 ' � � = - O _ � � �� �, � � � - � i `�' , -- - - --- • { � �, - - --- ,, - o ' +9822 -Y]RPC- - _ � , BM 1996 PG 842 w � � --` WORD OF TRU o O # � _ -- -- _ TH , �oP r ' � 1 CHURCH OF GOD - - - - _ _ _ _ _ - __ _ - _ - . „ , 1 „ rn _ __ � , � . , , - __ O 4� �ofl.00 Rr ,� ` � � ; �, �_��_ � � � � , � _ �-, � - � � � ��� �_, � R�w TQ. , '�, � , ,,�`� '_, � � ', �`� +56.10 -�XR�C� ,__ 11�9.20' RT " � �--��-��-:- -- _. _ �`+'t,�-, r`��,_� ,��. �l DB 8681 PCy 971 LAT 3' BA DITCH w2L I RI P ' � W 8.00 -Xa RP��� � � � � � �� � � �� ���,5a p,1 � �w � a BM 1987 PG 589 85 41 51 -- ' ` � SEE DETAIL 9A +209.00' LT N 3• 2+65.00 -L- � , �� � � #� Ma ` � 9 � . ��_ _ � � �z-- � - � F � p�'�E � � - - � - _ ^ i . _ I y " �' _ . _ -- +32:�$119.15PRT _ � � � � � � � - ���G/N NQI�EI�A�t 7 � _ _ C � , � o _ , � � � � FE CE + 34.00 Y w + 24J9 -L- � ��i'�,o \ Exi��w' PE- . , , 131. � RPC- 1 � c�r„ 207.51' LT + 07.00 - 212.00' LT - �TA�E _ ' 2 . 0' LT +34. 2 -L- � � _ � - , , -,_ �� � � - , cU . --. � . � A - - OOo00 P . ,, ,_�_ __ PDE`° A�� qi ��.�Q(,� �.�r� - - - - - " _ - - - - ''; '� � PQER PDE D PDE L ST Ae 53 f � � LT � - ' � Q _ ' o�, /Q � � _ , .��,� ,� � - - _ - - - t .�.z_-�ri��R�c= ', � � � ',�, w �� � � � - ,. � � _ F , , .. � � - - � � -' EX R�W cn _ _ , -, - , _ E�P � � ',' � � ,, R _ _ , . � _ _ �j�J _ �,, ; ,, - 15" W/ T�1.60 , 2�GI . , '', � r fi „ CP-III i �� � ' � o � , 070 , � E - , JB w/MH \ - - _ - - , , W _ ____----�� =L- POT Sta.53f Q, , � W -- j----_____ V _ g'S$ �p6 2 ELBb� - � --- ---------- � � - _ °� - ��lD� ' _ ►r1 , _ �� � ', _ � �� C. _ _ - - - . � = � �-�-�� � ao�.54 � -�_,_,- -� �� - � 36 Y�RPc-�' �,� _ ►� '� ���� ' �� i -� � TO BE IDENED � ��! - , � _ __ - - - -i �0 " � +39. � � YlR C- S� S� 10+0 L90 71 �8 � � 166. 9 - � � � , �9. � RT �� , �, � r lN T _ F U E � , � .0 L�/ �' �S 300' Dl l�� , , 42 � � , � � '' . - - - � o�o � W �,, ', � � a. 16+7/.59 �� � � _ � iP c,Q � , °` ', , _ � ', ', , �'�� ' 0� ���� �ti � ,� / ' ; , ; , � PE � � �j,{� 1 + 73.33 -Y1 RPC- �.� -- � � : _ i � -, i � � TB � ' / , ' _'� 19.4r RT -YIRPC- SC Sta. 12+05.00 �C`� � `� f \ � JS---- � NCDOT � BES�IE� . \� / 14 DB 10 �� 180 � rj DB 7196 PG 98 _ � ' ' � `, Cn r� � ,- ,_,_,_ _,-,- � ' , , PE1B_ RCP-IV BEGIN SBG- - �'�` B �7 PG BM 1987 PG 589 MAINER T & , - N UVA R. 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EX PiL 93 L94 L104 N _ _ ° '. �,, , I �,a ___ -- , F � � � _ L _ _ � �- _ F , , ' _ `' , '\ �,_ �. �' EXRPR�Wj - � - - - - S 81'62'5 G ER EIP EIP _- _ , � '+41.6 � �� ��•� 2„ . �� � � - ` � ���� � � � � '�, � ii �`� � �`� , � �� , _ , � � �� �� I P L92 ���H�ar�E ouFF � IP E �/ � �-'- � l ,' ' 1 � ��`L.9� L00 � 18�J � S � � ��� 1� _ _ � �, N �r 8 7 ` W i � _� � Li � � ' , .' 1'� � 1 � �' � � � � � � '- - � � _`i II i � � �� � �� � �� � ��� O ��/ � • � � 4 ,- , , _ , � � ���-��� � � ) ly' W , \ _; � �' � CL I RIPRAP �, � � � � �j _ . , ,_ -, ._� THORouGH�� ,. 3 � -_ � � _ � \ _ INER T & ,, 1 _. I' , ' ��, �' � _ � � �- - +28.�5 -�- � °09'� � _, �n I - � � �s� - LENGTH -16 FT � y�, 'l1 �y-�- � � �- rn BM; 2aoo F� �o' " _ , � � � ,,1 ,L , j�= �� ,,_ -' SEE DETAIL lA . EX P�L �, w � �� � ��Ji� ; --�1 ry0 \�v � , UVA R. 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MCCLAIN � ',.-De '� _�V � - ' `-� � � .: �� � ='pAVI R ROB�N 0 ; �, � v w � � r - ; �' =�� � ',' ` '' �' , % _ � , � - N '� `�` � � - �E ��� � ,,� � �� � _ PE �_ , �_ �� � � � -��� �-, � � LISTED IN DB -�1�952 PG� 512� ,, �`M ,��_ ,_ , � � _, , , _ , � o� o -o � DB 16334 PG 1873 �� 5 3-�,__�j - I � S � cA v cr � -o I y c� � �N , � � � � � � , � �Q� � N� 1 �� �z N �Z o , ,' BM 1995 ,PG 613 ' � 0 � w-o -o �, 1 � g � iE 0 PG 0 , � N� �1� � _ o - � NONc.r� c� �� 5 P , , 1 '� � I p� �;�� � I � �� � I ��� � �'� � � - �7B � � pG � 82 -o � � O � / � �_, `, / �i, i I , - _ . � p SE , 1 D G �l//\/ � � 5 \ l i-� w �� � B , � � � ' � -- w_ �� N N�.p <� `9 �� _ _ =, _, � � i � ��� i� �' - � � �� � -- - - ---���� 8 - �� � �_ '�; � M a pg 11 � _ � � � � -W c� O c.r� n 1 I_ � - , � � � ;� � � - � � � � -0 � � � �' � � � , c9 cn � 39' 4� , \ < - _ _ , . �_ � ', ` �� '- ' , ; "�� N ! a 128.92 J »E � - - � 2 �1 85 5 5� � ��' i i � � � \ I -Y2- -' 1\ " �a � �-� � � �-, _� ' Pl Sta 12+36.87 Pl Sta 16+33.78 �� �� �� =' ` � � ��� P��GGY S. , � - � �� � � �� �� �- � .� �, ; -Y2- PC Sta. ll 8.8/ `�� � � � ,� _ - � �= 2° 42' 18.7° (RT) � = 0° 52' 00.1 lRT) CANNADY �� � � � �� � ,, �_ " �F� � ��-� � � � - 'i , �' D = l°08'45.3" D _ l°08'45.3" _,_ , : -- ' � �_., � `� D B 3214 , - ` , �� , N l° 24' 4/.7" W \ � _. � , - -- �. �, Pc 4ss �-6"` P L = 236.07' L - 75.63 -w _ � � � � �� � _ ,_ _, ' � ��P-; - ,. �_ ,; N�s•4o' � a� w � I T= 118.06' T= 37.82' �_ . , ��P � 23.so `, R= 5,000.00' R= 5,000.00' = � � : , -- '� � �- � SEE SHEET 87 FOR -YIRPC- PROFILE SEE SHEET 2B-33 THRU 2B-34 FOR DRAINAGE DET AILS SEE SHEET 86 FOR -YIRPB - PROF/LE SEE SHEET 2B-25 FOR BRIDGE SKETCH SEE SHEET 68 FOR -L- PROF/LE I \ {1i CIVVIIVCCR tIVl711VttK � \iy (919 571-7111 NC License _I \ ss Number F-0159 � � � � -�- � �, SUNGATE DESIGN GROUP, P.A. � Pls Sto 63+65.00 Pl Sta 74+92.85 Pls Sta 85+55.02 ��C�i, RALEIOGH, NORTH CAROL NA 27606 ��"JL JC'" \ ° � �� � �� ° � �� � � � � TEL (919) 859-2243 NC FIRM LICENSE NO. 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TYPE CHANGE -� ' N � � + 30.00 -L- � I + 50.00 =L- _ _ � CL I RIPRAP � 219.00' LT PD 2 .00' LT �,�� � LENGTH =10 FT �l + 02.00 -L- � � - _ _ � / � � \ � N m SEE DETAIL lA CSP COMMUNITY OWNER, LLC +20.00 -�- � 2. �, �''' E�P � 0° DB 13253 PG 1405 2ia.00' �T DE w � S P eI ,��.� � _ ,� _ MCI NTER ISES, LLC N � TDE +30.00 -L- � \\ oo.00 -�- ' N BM 1999 PG 1518 89�06 LTL- Q 189.83' LT � P ��",pj� ��� 231.00' L �' D 144 PG 292 m � - PDE . �� �. � Z � M 1 87 PG 589 +1 9 83' LT C +3 .85 � �� \� � __ . . � �n A --F ----_19 .26_L____----------- ---_._ ��_- ✓ • R F ____--- ,� �.� =__ �s \\'� � ___----- � �s --- E W ________--- s � -�� _ , 15 _ - -� � ti F - - -L - SC Sta. 65 +3� '� �- - �=-� ,, BESSIE H. 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GUIDERAIL 60 � _ 24 RCP-I�� 8�14 0811 FS W 2GI-A FS �� � � ° i O.I�� E��NCP-111 80 30�� RCP_III � O N+ S 7 10 v, � J � � - 24" RCP-III � N� � + W 2G1-A�� �� FS � r► cY, o o � n � o -� � 0813 2GI-A FS j� z � - -� � � _ ogo ,; o 0 0 � � � < �► �, � Q J � u � � � � � � �" _� = 8 0 �O � � N � o � 'O 2G1 2G1 0810 � �Q, �' � � � J .� � N 2G1 80 ir� � g � � �- °° -------------------------------------- _ `� ` � � TB 2G1 `9 --- ----------- F F -- ------_ PROP. � 081 » N _______---- F NoisEWqLL r3� �' 2� PROP. ISEWA (3) N _ _ _ _ - F so � os� .-�� F 300' TAPER 1 o N� � � C/) � � � TOE PROTECTION �'F � � U v� � � SEE DETAIL 38A � � M `� TOE PROTECTION F SEE DETAIL 38A + 2.0 -L- +44.22 -L- +30.24 -L- F + 84.8 -L- + 44.46 -L- EX P�L EX PiL L109 EX P�L L110 + 4. 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SUNGATE DESIGN GROUP P.A. � e ' '44 Pl Sta 135+13. fl � / �`ll . '' 905 JONES FRANKLIN ROAD � j� �(y �7 / � \O, 4�. 1 / � 8s = 2 03 /9.V �_ 74 0/ 23.9 (LT) 8s = 2 03 /9.0 \rtd��/ RALEIGH, NORTH CAROLINA27606 ���������JL4 11 �����I � Ls - 320.0o D - �� l/, O�.U�' Ls - 320.OV � �' � TEL (919) 859-2243 NC FIRM LICENSE NO. 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TRANSPOR ATION DOCUMENT NOT CONSIDERED FINAL EIP �G� A�j1 k � UNLESS ALL SIGNATURES COMPLETED �,np. 5-� �,, ` 1 DB 9459 PG 2436 � �� NO PLAT ON FILE � �' 1 � ' � ,15� ;, � 43201 I_PSD 2�� �� - � , , ��'� �, � � - _ 5 Q � PAV ED SHOULDER � �' ` L � + 70.03 -Y4DET- � �`� _- - , ��_1514��,� p_� ��� , -�REM \ � 40.00' RT 5' CONCe , 48 , � W�� '�� '�'�,�'�, , �� 2,_6„ S/DEWALK � Bu�� �aN� iNc � 5 CONCo � � �,, ��; ��' F C&G EASEMENT , i � �� + 00.00 -Y4- % \ � � , '� ti � DB 13172 P� 2os5 = ENp°�A SIDEI�I/ALK ' �-- �_� � ,�� � NEEDED � NO PLAT ON FILE EN� FENCE 2'-6'� �- � �� �� Q FOR DETOUR ,: � SPEC CUT 2' BASE DITCH Cc4CG - \ 1 1 �°�GP' �B ' � �;_ V +83.87 -Y4DET- � ,�'\ , � ` - \ SEE DETAIL 21A � 40.00' RT W � C� �� �- , 1 15� \ ,� � � g � O � \ a - + 74.44 -Y4- /P 4�3 � � � � i � , � _ _ - � � - �� � ,�� � 80.00� RT �� � - o N _ - � - � _- _ - _,_i '�-� Q . `�c �� -� �\ {�' BENJAMIN MCDONALD �l I _ DB 2988 PG 625 � Z SPEC CUT 2' BASE DITCH �/ I ;' �'� v �� � �'�, �152 BEGIN NOISEWALL (8) SEE DETAIL 21A � ; �- _ �o � ``, �� � � BM 1978 PG 518 (TRACT A) / � , _ � �� E D FE CE � � - - \ � ,�� , �` ��� � � 5��`���� � -L - ST AD l59 f72o45 � �� - - � �� � � PROP �„ w� / _- � J� - _ - _ 1 2 9 � '�� � - FEN�E / �,'_� , + 65. 0 -Y4 I ` \ 200 00' LT � � � �� � � � 80.00' LT �� � ", _ � � � �j / , - + 59.00 -L- � I� \ ' � � 151 � �� C � _� - - � �az.00� �r ND BRLDGE _ _ � � � _ _ _ _ _ _ - �; � =Y4 - ST Ae 28 -f-38�:7� _ - _ �c � � - .� . . � , , _ I � - , / I - � _ �,� � _ 5„ iv �� -- � 1� P � � f N --- , - , 51 + 86.00 -L- � . --- ,,' ' CB � /� � 154.00' LT - _ 5 � -� , , � - -=L= POG St�,159+2T 77= � ��� �� � `��� ���� � ���aNi � - N 8g'0 �4 � .. 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DB 14773 PG 1182 r � -o � B � i DB 1694F Pf3 2867 DB 4478 PG 78 ti r � �_,,. �.�, eM �ee� Pc �o� �; 6� • oZ ,� - ' '� l.l I � eM �e�o Po zao �3 �. , m � r �, �`'^ ` � �'� JOHNSON ENIERPwsEs INC '!1 ,�� 5'CONCSIDEWALK ir BM 1970 PG 23o I fi� � � � ; � � � � �V '- �� � E�l� � C0IYSTR UCTION � " � HOLLY SPRIIyGS RD b }` -r — — ��� � � - 5'coNc.s�oEWA�K �� oe 14na Pc itsz ° , a, � � Gj /� - �� �'I � � ' � � ' o �/W1� { � . i � I � +92.34 /F - � II ,�.�.�. � R � � _ � , � i r $ �` � 4 -�'�5�= c�Tf�: 27J + 87,.50 i i 3J��w � �� , �; I � '., I � �� • " 59.�a� er _ � - _�s� O _ , . keinW "I 3 lT16'18' E W i O - - -- ,. I � d� _ � - � � 10 EP S.'!3' S� E � ��� ��: � :� � � � � ���,;� . ..� SPEC �I?�IONC.SDWK SEE DETAIL 3 � I � /,4� PROP.GUARDRA/L • � Ei� � �� e�.au� ; - i I . � I I 'L��. � � �C � ... SPEC NT V-DI� H 'F' _ . _ �-,--�� � � . / . . � IP� 171.T5' ,f I i - 7 i, O _ EdeM JOHWSON ENTDiPRI3ES INC I i � I f � - g� � DB 14773 PG 1182 � ' s- ; _ _ _ _ � = F � _- - - - — Y5F=J I- LEAiIiA MORRIS eM 19e� Pc 1ot �� s er�'os e � ' / � � � --- -- F � 09 �a2o Pc 1et � � � I /S � � k eiw 5EE DEfAIL _ - i � _ _ i I � � ��' � o 0 0 �y - II M 1970 PG 230 INvv 5Nt/�/ . t�' tu O' , _ - .- - � - . - -_ _ _ _ _ � � • . �_ REMOVE`° o o 'n _ _ , . - _.S �I��N �— ---_ . - __- __ I EP 261' S !9M!'2T'E _ ; _ _ . _ - - _ _ " _ _ � � � - _ __ _" � . -- �- _ _ IIT.T9' ---- -T m � � -:.,.- SuYYKNC. � .. 6'/, � _ _ �„-, E V - r � r.�- � 79 , � ' '...,� � �... ��� EIP � I RETAW � � RETAM ...._ � � -... ., I I ��,\'_ II I EIP 19J� 3,200 /0,50�0 �� �IPLETE 540 EaM ,wNr�son � iNc � I �2 ( _ _ , �, � , ; , ' w � � f i 49�� �.3� DB 14�73 PG 1182 ��' � � �� � �� _ �.�xrr��c � _ �� � � sa.00� ar � � �� " � I � i _ � � - � � � � -> 7� _ REfAIN 1'i 7 : � CJG' � ' _ - � . . C0�lPLETE 540 .qpp 5.300 � �� _ _`:- / � �'X P i� , ' � o' E i � � JOHN�D ��o �No� I i oe � �ea rc zosz ; � 3• 66 � i � � �- -- o x�sT a� DB 9111 Pf3 1883 � � �i � JOSEPHYNE C DUI� 9,10� 12,800 /' , /_�, 6�7 ' � r '� � i� i -- i � �'� eM �e�o Pc �o � � / m ��-� a� � I �i I � � - /� �o �C� ' /� -- ; + � W _ SEE SHEET l07 FOR -Y5F- PROFILE = I � , I _ � s 12081 PG g _ �' ' ' I T I f I ItENNEiH St1LLN ^ i m� 1.0 s� E �Tf; : � �g�o �� � +i �� � HN (�NSINGER AN� a� pg � p� e� SEE SHEET 89 FOR -Y5RPANB- PROFYLE i i '� 'P c on�� �oNes �t �ou,T�oN: Y N �� �� :� JOHN AND I i� � B 1970 PG 23D � i i �i�' � �18 �. � S �/NF � , I s �� � ��D � � ' DQM91970 ���5 ^ � SEE SHEET 89 FOR -Y5RPASB- PROFILE � ! i , S S � B 9i PG 1 z � I � I TA �FFT �� M �e 19�% Pc 2�0 " SEE SHEET 90 FOR -Y5RPBNB- PROFILE !�, I 43,3�D �� 36 � �0 O� � a oe �� Pc 11 �� ex P�' M `' � SEE SHEET 90 FOR -Y5RPBSB- PROFILE I I I • HOLLY SPRINGS RD 68 �� SEE SHEET 89 FOR -Y5RPA- PROFILE SEE SHEET 9/ FOR -Y5RPCNB- PROFILE TIP NO.: SEE SHEET 28-33 THRU 28-34 FOR MATCHLINE SHEET 47 SEE SHEET 90 FOR -Y5RPB- PROFILE SEE SHEET 92 FOR -Y5RPCSB- PROFILE � PROP�SED SIGN� GRAPHIC SCALE DESIGNED er: DRAINAGE DETA/LS SEE SHEET 103,104,105 FOR -Y5- PROFILE -Y5F- STA 16+50.00 SEE SHEET 9/FOR -Y5RPC- PROFILE SEE SHEET 92 FOR -Y5RPDSB- PROFILE �PAVED SHOULDER � � SEE SHEET 28-37 FOR AUGNMEIYT DETA/LS SEE SHEET 2B-28 FOR BRIDGE SKETCH SEE SHEET 73 FOR -L- PROFILE SEE SHEET 92 FOR -Y5RPD- PROFILE SEE SHEET 92 FOR -Y5RPDNB- PROFILE � PAVEMEIyT REMOVAL � — CHECKED ev: PLANS - �''' ', \ \ ' � (919) 571-7111 CIVVIIVCCR trvviNttK � � EIP AQUA NORTH CAROLINA, INC. \ � c� o NC �icense � r`-' DB 13547 PG 76 1 v �'� `���; � � -L- z Number F-0159 �� BM � 985 Pc 422 � ���_�`'�� ������ � P ls S ta 2/ 3+ 6 5. 9 8 P l S ta 2 2 4+ 2 4. 8 8 P ls S ta 2 3 4+ 6 3. 5 6 �• S � N � A T E � E S � � N � R � � P, P. A. - - /� /�/'` /��` /� �(y �7 �'�' � � �S - O� ��� OI.��� � - IT� �O� �"T.U�� �LT I �cS - O� TU� L�.S�� � V�I�I� � RALEI�GH, NORTH CAROL NA 27606 ���������JL� 11 �����I LX � � ' � � � � � � � ,__ � l � � /� A�.��� � � �� i/ il/ �� /�II / � � /���.�� � � TEL (919) 859-2243 NC FIRM LICENSE NO. 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N ' BAS DITCHSEECDE�AIL 6A�- +30�2 -YSRPA- � y' �,� t4 FRANS �UDSHOORN ,ry� • � KAREN JEfTON '�-- N NN l`�"" -,r��`�'�ti ,� o','N � I / 0� ry e , 80.0o R / _ ' DBM 11985 PG . 9i91 �,T 2'^� � ��T H' w DB 13384 PG 865 ,_J�� � N ''` � �T 2 BASE ITCH w/CL B RIPRAP Q ✓ , C 2L B RIPRi4P _ BM 1_985 PG 979 � ' ��L�j' T 2' B A S E D I T C H w/ C L B R I P R A P I I /��� ` � , E O , . � ' SEE DETAIL 4A F 8� ✓ r �- 26.00 � YSRPA- ;: L 4A , , , . . � ; Z /�- � � 147.80 R' - � - Q _ T - _ � � - � SEE � AI ,+00.00 -Y5RPA- o , � � '- -=_,_ �_ ' , 129.00' RT -L- Pd% SfO. 2�7"f�9.24= SEE DETAIL 4A7 C� I RIPRAP I % SfO. 2��f�J�.98 \ i -' -" -'- o A- POT S O. IOfOO.00 LENGTH-14 FT �j< 'i' � � - - '�-�� - . YSRP i - - _,- , SEE d�TAIL lA C ►� � `� F � � � a �� - - - - _ , ,q 7/.00'-�T - - ` e � � : ^ � � � i i_N ,.� oo , ' �'., :',' � ��-----� ��� o � - � - �' R , �, ,q �<��� � W <( -Y5RPA- SC Sta. +40.7 � � � - ~ m �i'� - \\` ------_ � TOE PROTECTION � S 8T2312 E ' 'S 8 , " T23'1 " E � ° 'S T 3'17" E ' - - \ SEEI DETAIL 38A 1831 - - _ _ S 8T23'17" E � ` ` _ , 74.27 ` c9 '_ ` � x 15.61' PROP, NOISE 987 ' 110• � - 6 00' - � ] S��G� W LL (/ EIP DAYLIGHT DITCH � � I � DAYLIGHT DITCH � Fq�E BARR/ER L988 _ - - - � o � L99 2 ELBOW / �r C� 15`` W _---- F � c� _ 991 S --------- 1817- -------� - 0 0 � GI - -HiJV - . � � r 1 O1 „ 1818 '� I ,so � , . � ,� m N , Z�i = ,s wi Q� -' -_ 2 ELBOWS v BURY INV RT �-�� 2GI N� �,� „ 2G1 �� 83 0�' 23.2�� 1830 15�� RCP IV 2GI .� O�FT� � - _ � �� PROP, NOISE WALI_ U6) � - �996 1810 � _ < �, 2GI 18" RCP-IV - � '� � = N � �,� � 1815 2GI � � � OQ ��O n� � r; q� `��°i �� 3@9'x 8' RCBC a \ 1816 �� � I- O _ . � I o°', � . u <o c� �- O W � �' - f � IY � � Q W O � ' ' � . v� �='I -I�= `� o 0 0 o W O _ � _ � ' � . N O N� PROP, GUIDERAI L1001 1806 � O ♦ I-�__ -' Cr� _+ W � „ � 42 CP-002�'� ; � �� �.� - ��� 2� O f O ti PR P GUID RAIL N� N M � Z N �42 RCP-III 2GI-AO FS �� L1_, 001�1-A - '� O�,-�O.I�� ENC� 2 I � . W � -� Q 180 � � �o - �� 18 4 FS � N� 2G1-A FS 24" RCP-III Z N = F-- � �� / �' 1820 J UN � �' NC DEPT OF TRAMSPORTATI � - �101 � p� - = N �J D B 1 4 8 3 7 � F'' G 1 0 1 8 < O > ,`� ' o J / o o v � ' BM 1970 PG 230 8� � � ��_ �� �'� �'�f o � I � I U �- � / � � � � ? i.i ��� � o 0 182 � m o 182 0 �' o o � � �.� v � � TB 2GI , I TB 2-A �� 1821 TB 2GI-A 2G1 �_'� � 12 �, �` " . - - � „ \ j `, rn o - r, : �� N� PROP. NOISEW ALL l ll -2) '- _ , � - ,- 180 � $ 10?��„ CP-IV � � TYPE B-7 O �o, 2GI-A � ' � r 50e1 - j � w� g _ _ � `� 1819 2 W/ _ _ _ _ _ - - ��, o � O� � � � " , 2 ELBOWS - - . � ! ,� � � � _ SI SEWA� (II- � <�03 � _ ,� g2 � `?� /°� ,�--- F O �a? PRQP�N�� -- -- -�' 2 W/ I BUR INVER 82 � U� � \ __ / �� � \ 0.3 T / _��- � . , ,, � �� N` 0'fl2" W ELB S N 89'3 0� ✓ _____- -----� �^ -- ti � N 89 1 S 21 . , 3 _ - / - �'�, ,, .20 / LAT 2 BASE D w2L I RIP P ----- � 311.41 _ _ I +8 .00 -YSRPD �V EI � E PRd CTION �E DETAIL 2 _ _ _ - - � --- J -- ' 126.89' LT S E IL 38A � �' ---- / _ _ ---- - - -� ` � � 42.00 -YSRPD- �2 - - - F / Q � � � �, � � �B W � 128.49� - - - - - _ _ � � - -L- POT Sta. 207+54.92= � �+18.�� -YSRPD- � ,- � -YSRPD- ST S O. IOfOO.00 �/ r t � , tIi _ __ 100.00' LT �� 48 GIN DITCR 1�FOOT +08.00 -YSRPD- i � �`- _ ' - 7/.00 RT 1 � + 72.00122.ORP LT 180 - E NG C � 151.40 LT � / � �' � � -�� � - � � � , � „ ._. , � PD �42.00142.00'�LT +53.00146.23P�LT ,p \ � ��O ,-, �� +73.00 -YSRPD- W � , � �9 � 51.97 LT � °� -YSRPD- CS � -YSRPD- SC Sta. 12f50.00 OF � s,+ ss s / - � r' StO., �6+�8.39 P E � +08.0 -Y5RPD- / �/ � 225 59' RT L�1T 2' BASE DITCH w/CL I RIPRAP [ � + +15.00 -Y5RPD- � F` � a' <� ]` �°� •��� � � CL I RIPRAP SEE DETAIL 20A . � .00 -YSRPD- CL I RIPRAP `9 � -YSRPD- LENGTH=14 FT ` r 142.00' LT 182.00' LT \ � �� �p 79 0�LT � � �ti� SEE DETAIL lA ,, 7 -YSRPD- � � <s� s,��,� - , � 92 NC DEPT OF TRANSPORTATION Pls Sta 11+66.69 Pl Sta 14+34.J�3 Pls Sta 17+0/.TJ� ��9so FF` / � QUAD TRI LLC _ � i n � '!" _ �B 14837 PG 1018 6s = 2" 5/' 53.2" 0= 8° 26' 34.7° (LT) �9s - 2 5/ 53.2 � __ � l o�ivE, MARTHA sM � s�o PG 230 Ls = 250.00' D= 2° l7' 30.6" Ls = 250.00' `� � �` s`� �� � �s 16161 PG � oss �, LT = 166.69� L= 368.39� LT = 166.69� � �� ,�� e!� \ BM 1979 PG 361 � �� , - � � : ST = 83.35 T= 184.53 ST = 83.35 � ��, SSL953 h� L94g `�T��+ � 0 o R=_2,500.00' °° `� �'��s�s � 5z ��° � � �- ��� .�� N� SE 0.06 i �. N N 2 �/ � \ -���.` � m \.. � � r' _ , c, ��t r \ � - i �� � \ �� � � �S � � ,z 93 � � � % � '� � / � ��� � �-� �C � DBE861���GG627 � � - � �� �,`O � BM 1970 PG 230 \ 9��9�� �' � \ � - � 81M - � �9�3, `9��A � �/ \ \ \ � � � <a �♦ SEE SHEET 89 FOR -YSRPA- PROF/LE SEE SHEET 2B-33 THRU 2B-34 FOR SEE SHEET 92 FOR -YSRPD- PROF/LE DRAINAGE DET AILS SEE SHEET 73 FOR -L - PROF/LE �i� 00 r- O � O W p t= + M W '- Z N J _ �"� V� ~ J � � 92 QUAD TRI LLC OLIVE, MARTHA DB 16161 PG 1089 BM 1979 PG 361 -L- Pls Sta 2/3+65.98 Pl Sta 224f24.88 Pls Sta 234+63.56 8s = 0° 53' 0/.5" 0= l4° 20' 34.6" (LT) �s = 0° 46' 23.8" Ls = 240.00' D= 0° 44' 11.2" Ls = 2/0.00' LT = 160.00' L= 1,947.58' LT = 140.00' ST = 80.00' T= 978.9/' ST = 70.00' R = 7,780.00' SE = 0.03 BERM DITCH STA. 218+50 - 220+70 -L- LT M 00 � Q Z _�'-�-, � , . � � � ����� � � QUAD TRI LLC OLIVE, MARTHA DB 16161 PG 1089 BM 1979 PG 361 �� � PAV ED SHOULDER O � N 0 W � W � _ + t/'� �O W N z J � = N � � � J SEE SHEET 28-33 THRU 2B-34 FOR DRAINAGE DET AILS SEE SHEET 73 FOR -L - PROF/LE TCHLINE SHEET 53 KH�t��n, ��. L/bIL "_"'_""" __"' � (919) 571-7111 ENGINEER O •oo NC License Yb� STA �� + O Number F-0159 , , � W SPEC LAT V-DITCH .�, SUNGATE DESIGN GROUP, P.A. I I - SEE DETAIL �4A 905 JONES FRANKLIN ROAD ������ � \1I1�% � RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 � -' � � � �(� N�`1C' � +00.00 -YbDET- ' I � 80.00' LT ,�, � ;� �� ��i , +3228 -Y6DET- � � �- 6 ,� � 120.94' RT �j i i "- � �� + 50.00 -Y6- � _ + 50.00 -Yb- _, � 60.00 RT . , ��� � � END C/A � ? � � I END FENCE � � � � EASEMENT NEEDED �v ENo°aA ��� I �'� - FOR DETOUR END FENCE I �i I w 92 �/ �� DOCUMENT \ Q� 1 �� ►_ - �I , I I QUAD TRI LLC � �� UNLESS ALL �� 92 I � '- � DB 16161 PG 089 �� �-�" + 66.00 -Y6- ,, � Q BM 1979 PG 361 �,� e � � I UAD TRI LLC bo.00' �T � '' -� �� � � `� � oLivE MARTHA �EN� '� '� '� _ � � 0� � PAVED SHOULDER I ' __ SBG 11 I SPEC LAT V-DITCH ' - ``O� � � / DB 16161 PG 1089 +66.00 Y6 I `}; ���, � BM 1979 PG 361 , CL B4RIPRAP �+5'S � I r II 1 SEE DETAIL 14A � ss � +51.23 -YbDET- , �o % PRNP. 47 : _ ,_, �� / 80.00 LT W „ wW F�IVCE R / + 71.00 L- � 18'� RCP�=,11 ,' I u� ����s �- � „ � �� 247.00' L +24.27 -Yb- RCP 111`-_ ce��, / � � 85.00' LT �� - i� _ � + 48.64 -L- � � / / � i ; � I 245.00' LT +05.35 -Y6- �° /�, � � � i� i � 70.00 RT ' � ` / � C31 � ' C " PROP.47" W FENCE C � PROP.47" W FENCE � +23. b -L- iN � � f1 � � �� -- '- -_ � � � � - 1 HEAD DITCH w/CL I RIPRAP 249.00 LT I '�-<i � +00.00 _L- � �_ EAD DITCH w/CL I RIPRAP \ SEE DETAIL 44A � O�I � � � ' � E DE AIL 40A 1° ,O ��' A � END SBG 235.00 LT / C C � I � - I � +26 � � ----------------------------------- r TOE PROTECTION I � - - - - - - - t � _ _�'_ � � SEE DETAIL 38 END BRIDGE ii 'i / _ FALSE CU� \ TOE PROTECTION -Y6- STAo /7-f-98o99 i, � ; � _ _ _ - - - \ SEE DETAIL 27 SEE DETAIL 38A � �'i' / _--- / / :- I� � �- ��� 1 � ___- � FALSE CUT SPEC CUT V-DITCH � o-10 / 03 --- SEE DETAIL 19A��- I �/ C ______________ • , O H SEE DE�AIL 27A ���--- -__-�' _- -- c , 2oi E_ / • L ST Sta. 236+03.56 F _�� � � � 02 2 i- M - - ,-, - - - - � � I �I�� � � ,� , � -L- POC Sta. 23/+09.54 �� _ _ Fs Fs N 36 wr __ � dP-�v -Y6- POT _Sta.16+65.83 02 �/-L CS Sta% 2��93.56 FS � N 2�� , m �� 2 ' < < ' � 00 � N 2GI-A , � � � ���� , ► i 0- 84 46 56.15 2�� � m / � I „ " SPEC C 00 I �1� �\ � ', � / ' �2 -�� 15 , �22 I � 15 0 I � Q �:. i- ` 2G1 J = _ J a �� r- O ` �, � N � � �� �� "� � � � SPEC CUT 2' BASE DITCH �� ', �, i i_, �-C� , � � � n W O ���o � m � SEE DETAIL 15A � i � 4 � � � �� � � N � W O J �o � �� � � � I r� � � �t � '_ � o 0 0 = 2 � �.,� � � / � p _ - _ ' rj � O O � � N O W O _ + t/� � / oo _ W(�1 FS 36„ 2GI-A 00 �(� %/ �N N M RCP-m _� N �� -� � -� ��� � 23 00 PROP. GUIDERAIL W Z N -- F� 2G1-A -L_ �� , 230f00 i � � � PR P. GU � I ' � � - 24" RCP-III %T� OO� OO.I�� E 2GI-A FS Z N J DERAIL �� 15„ � � // Q�\�� J2G1-A �N O 03 30" RCP-111 =� _ � RCP_lll 00 � 15" RCP-III _ � � � 02 � / 02 ��, 2G V N 00 ; i - 15 RCP-III F, _ 15 RCP-III 2Q 02 (� V� � � � � _ 2GI � o � � � �� ^' r� / a. _ , ' I ra � � Q J � ti � J U � � � I�� �2 � r d� N � � � I - = . � i . � , 0 � � � _ �, v. ,� � o 0 i - _ r- � -� `h � o, o o • � . � . , � I � o • � �� ' ', � � � i �► � ' - I - � - -� � / / FS 2G1 -� ` -,.-,- _ ,__ FS / j �_ -. � � � ; �•, � ,� __ �'� ', �� 00 2G1 ,'� ;, REf�AOVE FS � 02 : �� � _ - - C � ` 15" W/ ;' _ � ' i 15„ � � 2GI ` \ i, -- � ` � / � - N ' �- � 2G1-A _ � =� / ��� F - __�� � �� 2 EL¢OW ��' ���i - � � ` � - , _ �i� - � � -__ 2 . � � _ / GI � � - �- - -�� ��� � , i - _ 02 � / 019 ` - �_ � � � � ' � � - . _ �_ C '---��' �_ < i: I'i i ------ , -- TOE PROTECTION � ' ------------- / BDO EGIN SBG ' I � 15" W/ � � SEE DETAIL 38A ,.' 00 � �/ C j +11 ��. � � 3 ELBOWS __ __�_ -_�� , � , � � � _� _ _ � � �.�__ � +76.32 -Yb- � \� � ��__ _�__---- C �, 60.00' LT �' --- --- � Il „ RC � �' C -_- ---- BERn�► �ircH � '� , ► -Y6- PT Sta. 14+76.3�-------------- � _' R � -- - -- � +04.00 L STA.229+54 230+50 L RT 220.00' RT \ \ � \\ �i � C � PROP. 47" WW FENCE `l�/ 'i � il ----- �� - f'ROP. 47" �y A / - � \ _ �� i A � � � � FEI�/CE i + 18.21 -Y6 DET- � � � �'� �i � � � � �'i � � + 86.63 -L- � � 40.00 LT � �_ i 207.00 RT � I EASEMENT NEEDED � � �� � � I '� ��, �� � QUAD TRI LLC FOR DETOUR \ OLIVE MARTHA � l� �' � \ � ! I � , �', �, � �� 0� 5 ND BRIDGE � � ' � ' � � � ��� - -Y6 - ST Ae /5 38037 DB 16161 PG 1089 - � �� �,��'� - � � � � Fs �� � I �� ,�� � � ��� � �� BM 1979 PG 361 �-P� m � ' -' 2' +oo.00 -Y6- - , ,���1 � � ' �� 65.00' RT QUAD TRI LLC Qo��� e� - � � � ,� �'� � �'� � +00.00 -Y6- DB 16161 PG 089 ��� 1� �-' � ,.',02 � Ol'�, '� 60.00' RT BM 1979 PG 361 ; � . � A ' ' �' I �'� X �� BEGIN SBG r Ol � � I + 88 � j� I 3' W I :0 00' 2G1 � i I � `' � � �1�.11 -Yb- �04 .Ol � � � �. - + 4 � 60.' 0' LT I , I ��, �� � ` � �, �'�� � '' � + 00.00 -Y6- , _ . I � 65.00 RT i I � ` � '� ;05 2 ) +oo.00 -Y6- _y6- Pfi'C Sta.12+82.77 � � ` , � W I / 60.00' RT �, ' � �� Q � �, << I- �� j� I I; 06 0 + 50.00 -Yb- ' � � 60.00' RT / '` � I I I' � � BEGIN GA � `� BEGIN� _FENCE ,% / - + 50:�0 -Y6- �` 0 � -dO.OQ"L�T ,' ����� � oCQ - j - / �� BEGIN � E CE+4 .44 -Y6 I �� �' , , � � � 59.68' LT ��_� , � ��, � i %� Z BEGI1� C011�STR UCTI011t ' ' � ' � � � ' ,� +� 00_00 -Y6- � � ����" _ I , : ' �: - -Y6- STA.12 + 00.00 ���.�� -Y6- , E� � - / � EASEMENT NEEDED ' -- ��Ex R'�" �, ' � � ��� - - y f � � � FOR DET DUR '- ' � _ �, , ,z , � v ,� - , -� �' � -- �i ��; �- ��_ _ � ��a" ��-,-�� ,-��� / �' • ,-�` ' �-----, � , � �;; ; ,,- ���-�_�_�-� � � SEE SHEET 28-33 THRU 2B-34 FOR � DRAINAGE DETAILS SEE SHEET l09 FOR -Y6- PROF/LE � j + 39.5.� r-,�Yb- � , � , , � / � �.� �' � EX R/W '� � � i � -- - ��. �_ �-=� ---------__ __ __, -� � � �_��� �� ���- SEE SHEET 28-28 FOR BRIDGE SKETCH SEE SHEET 75 FOR -L- PROF/LE %v - , . , . �i� � O N 0 ~ O W � _ + tn � w M ZN J Q = N V � I � J � � �� / / � � � / / 3 � 8'x10' RCBC- EXCAVATION- EST 32 TONS QUAD TRILLC DB 16161 PG 089 BM 1979 PG 361 TTA 1�Rn �F�'T 1 INLET DETAIL NTs CLASS II RIP RAP� W/GEOTEXTILE (TYP) THICKNE55 = 2' J I KtAM titU EST 50 TONS EST 70 GEOT QUAD TRILLC DB 16161 PG 089 BM 1979 PG 361 OUTLET DETAIL NTS 3 � 8'x10' RCBC �EXCAVATION EST 26 TONS CLASS II RIP RAP� W/GEOTEXTILE (TYP) FILL W/ CLASS II THICKNESS = 2' RIP RAP CLASS I RIP RAP - W/GEOTEXTILE (TYP) THICKNESS = 1.5' J' �FILL W/ CLASS II RIP RAP CLASS II RIP RAP w/GEOTEXTILE (TYP) THICKNESS = 2' � � �� � � •p � O_ t�� F \ � \ 1 I I / I 'I �ti �i nP� � ___sr_ / " � j TDE I , � +27.00 -L- -��- � 264.00' RT � � m i'� ^�� I � II 7 I � � � , / / � - i � / ' ' / � ,:`jl; � Vr � � � �- �� M � � j� � � �� � ' � % � \ /✓ � � � �wC // l I B I i - - - - JS QUAD TRILLC DB 16161 PG 089 Blvl 1996 PG 771 � SEE SHEET 75 FOR -L- PROF/LE SEE SHEET S 2B -35 T HRU 2B -36 FOR DRA/NAGE DET AILS �i� , � ,-- , � � �---� � � � � �s--- ---- - -1 �' � �. �. �� M _ — _ � -� � � � � � � — J � �� � N F— W w _ N W z J _ H Q � r�s ��a �5�f�v.� 6s = 0° 46' 23.8" Ls = 2/0.00' LT = 140.00' ST = 70.00' l-'l S �O 'LbtJ fUb.U/ 0 = l8° 37' 12.0° (RT) D = 0° 44' 11.2„ L = 2,528.35' T = 1,275.42' R = 7,780.00' Pls Sta 28/+29.0 6s = 0° 46' 23.8" Ls = 2/0.00' LT = 140.00' ST = 70.00' � PAVFD SHOULDER 92 QUAD TRILLC DB 16161 PG 089 BM 1979 PG 361 "��� �7 ; �.`�;�r Y� � �: � 7 ��_r `� z,;���,��' w-� -�;,� Z ;� _; � o JAMISON PARK COMMUNITY ASSOC INC DB 12804 PG 1561 BM 2002 PG 519-521 S 86°00'00' 283.7Q� O O O O + � ,o y � � I � 95 NC DEPARTMENT F TRANSPORTATION I SEE SHEET 76 FOR -L - PROFILE SEE SHEET S 2B -35 T HRU 2B -36 FOR DRAINAGE DET AILS �i� c a � M N _ N a r � � N � p� N r� � � _ � SAL�. DOI�A�D ' & S LZ, Lt0 A DB 10794 PG: 1130 B�I:- 2003 PG- 1860 ' N � N 0 W � W � _ + N � W N Z �a = N V ~ J � I ,�/KL�N� �II�LIS S & KLEI � J AN CREWS �'i DB 7608 PG_932 �, ,I DB 1994 PG 1918— . ; �, - _ „ _��_ y �Jv' ,� �� � ` _ y `� _ � NN �� / - - N,.'N..� _ �' ,���-�, �� � � " ��� A �e �� �1 � � tS�v ��% %' _ kr� / ���` ��NG ���� � KL KN�IN�JEANS & DB 15988 PG 1121 BM 1994 PG 1918 l-'lS STO "L��f fbU.� �s = 0° 46' 23.8" Ls = 2/0.00' LT = 140.00' ST = 70.00' l-'l STO 'Lb�f f'Ub.U/ �_ l8° 37' 12.0" lRT) D = 0° 44' 11.2„ L = 2,528.35' T = 1,275.42' R = 7,780.00' SE = 0.03 Pls Sto 28/ f29.0 6s = 0° 46' 23.8" Ls = 2/0.00' LT = 140.00' ST = 70.00' JAMISON PARK COMMUNITY ASSOC INC DB 12804 PG 1561 BM 2002 PG 519-521 � � Z \S E�,\'�"� R�w \ SMITH. JULIE WOMBLE & SMITH. DONALD BRADLEY � DB 10134 PG 2280 No BM 1998 PG 2010 °o O' c�j � i _ 5 r��R � �- �� ' - ��j�� �� - - . �3,`3�p� , 3� 38 C - PAV ED SHOULDER — X + 85.00 -L- � / 1 1 430.00' L — N 86'21'08' �r � 143,67' — ,__-� W A'�'�- 100 ROACH�GREGORY & ROACH� JANET DB 12631 PG 1609 BM 1998 PG 2010 I SEE SHEET 76 FOR -L- PROFILE SEE SHEETS 28-35 THRU 2B-36 FOR DRAINAGE DET AILS �i� M � N 0 � O W � W _ + �/') pp W N Z �Q UN ~ J � I ��� � ,,.� ,,___ - . CLASS I RIP RAP —� EST 3 TONS EST 7 SY GEOTEXTILE JAMISON PARK COMMUNITY ASSOC INC DB 12804 PG 1561 BM 2002 PG 519-521 �� , WEINBERG� JILL & WEINBERG, CRAIG DB 10825 PG 1483 BM 2002 PG 519-521 ;j ;� � �: , � � � TOWN OF CARY DB 8305 PG 1939 BM 3004 PG 1785 BM 1999 PG 761 � � CLASS, II RIP RAP EST 1Y5 TONS�^T'vT„ � � � � RAP I I NTO D W S 'oo � I-,I o N _ /, ' z SOU:TH� & SOU� BM 9� �. ; . , � , Pls Sto 254+60.65 Pl Sto 268+06.07 Pls Sto 28/+29.0 8s = 0° 46' 23.8" �_ l8° 37' 12.0" (RT )�s = 0° 46' 23.8" Ls = 2/0.00' D= 0° 44' 11.2" Ls = 2/0.00' LT = 140.00' L= 2,528.35' LT = 140.00' ST = 70.00' T=/,275.42' Sl = 70.00' R = 7,780.00' SE = 0.03 � � � � � '/ \ Z 2 � �`' � �; � � �/ / `I/ ;��� ��- ��;' �' � J�- _ ,s j � 10 JS�� �S% � � _\, / ti u • i v. o�� ,� ��0 i, � � . 06, �S� I � a '� 's� s� 3sFn 1 � ' � �J� I , `_ r ��� r , - , ,ti,� �> � � ��� �� - ,_ .� ` r � _ ? �` � - ff; f'�ANIEL F _ ��� `, � , �" �� �, - y ,_ yICK, LISA_ C - ' - `� , r-� ; �, ' � � -1 J I PG 2061 ;; �i � � 1 �, 9�� _ � , '� ° � �','�V � � y �' � �� <�� , ,� � � � . � �; i� _ , � � i, � �, ; _ � i �� ���� � � r � � � I �=' � - ; �, -=' � � , r �- - � ` EIP � � z � x W S 86°03'09' E 123.41' COATS� LARRY L DB 8946 PG 954 ��s �, � � `�6�- �� � -� o i- i— � • T �r � �o�� o / � � N O �1 �. ��1 � -� _,- � r ,`.. N g8°52'O7' 158.35' 13M 1984 F'G 609 � Q Z .I� THE COLE FAMILY TRUST DB 7300 PG 93 BM 1984 PG 609 - - -;�;- _ _ - � � �. ��� � � �� �� '� �. � I' � -__ �-� CARROLL� DAN S & o�A������'T� M BM � 2006 PG 1572 _ N 0 O W 0 w O _ + �� W N Z J Q = N V ~ J � I � ��G � I ���s --� t�� �ING R�W _ � S S3°0 EIP /��pqQ9'F . - - -- � � - - - I _ �� —� z � I - � �� 2�EKD <-� � � _ ��� �I � �' , II� � � - � ��-- � �I � i t, � _ w , �_ � i �'.� � ,_ , r � 'o. �. - � I - � � � 7 N , rr�Tl�_ � o' , - °° � o � -,� , _ - o �n d' u _ _ , N °° �� ---- � � O� O N 'nf ' rO tD tfl O — (V � z QUEEN, JASON � � � ' & QUEEN. KEISHA N �p N DB 14094 PG 1389 Z�i� n i GJH CONSTRUCTION INC BM 2006 PG 1573 ao �� �¢ 12371 PG 1876 ��, � �- BM 2006 PG 1573 � �'�o�c�o� ��n. �� � ��oo, - � � � + 16. 8 7 -L- �-� � �i, � a EX P/L v � m � + 66.98 -L- + 74.81 -L- �` � � -„� �" � � � � R �' � EX PiL ', EX P�L S 86°41'56' - �P S 86'40'16' E` '' w �' 5 85°23'46' E p S 5 24 39 E 42,16' 212.62 150.13' 07'94� TAIL DITCH W/CLASS I RIP RAP EST DDE=XX CY SPECIAL CUT DITCH SLOPE = 5.0% � C -- SEE DETAIL 4B SEE DETAIL 6B - �� C �� �� ____ PROP, TOLL GANTRY CAT CAT-1 �� PROP. GUARDRAIL � � � � > GREU TL-3 . � . � � � � � ■������ - �� N 0 N O <O � > ;/ > � \ \ (919) 571-7111 NC License Number F-0159 \ NC F[RM LICENSE No: F-1148 \ � 1151 SE Cary Parkway \ ECOLOGICAL Cary, NC 2� 518 �N �-�� ENGINEERING (9i9) ss�-o9a9 ty �P � \ N M� \ � � N \ s `5.7� e/� � I� - — 2SS 959� WILKINS, JERMAINE R � N 3- F D B 1 6 0 8 1 P G 2 3 9 0 z � \ \ ' BM 2006 PG 1573 � \ _ ' � ,� \ r � „�, .. , � r_ � � �� c - F �3 � ,��� � ` _ � ' � � � � �� �� � ��rr t . � , , ,�_ � - �, N,.� ��; -� �-,-,, - 104 � � �, - _ „ . Lr-�,'_,i _ -,� . � - ._ � � ._ _ . . 1 - . , .. _- � �� � _i- _ �- � , � � �� _� ` � � � `�� � `��_, +44.�s -�� INARF. �I CLAY & GOOD�►IN JR, KENNETH JOHN ,� -_____ c' � �' � ��� � 270.19 L WARF, SHERRY JONES & GOODWIN, ELIZABETH HOLLIN � � �r�Y '' b -L- ,_ � � , � - DB 14751 PG 1187 DB 13814 PG 379 '-. , , + 57. EX PiL _- __- -- - F _ BM 2006 PG 1573 g 86'40'19' E_ � � 'ti,„- � �R �UIdD BM 2006 PG 1573 ` �,�,; \- � � �, _- _ - - 220.53' - � �A � � _ - � � - ° ' . , . 186.94' � - ,, � __ — _� S 86 40 19 E _ _- - - --- - PROP: .�7" FENC I - BERM DITCH +, 29•02 _L_ \ EX Pit R 5 86'40'19' E _;-' , AIL lOB _,._ _ - � - E D T W 429.6P � - -, _ , _,_ _ ,.J �� c ._, � � . � _ -�� _ _ ,, , ��M�� {�. ` o � - _ � '�� ` � � \ �7�_7 "rl_ �L ���. �'3 ��L� _r - . h° � ,� � � � . � � , U �� _ , �'� � �tJ-�k-�-'—�l � � �� W � - SPECIAL LATERAL V DITCH �' � � -U,, � � '�� � �F � �� 5 _ W/CLASS I RIP RAP �% -,��-r,�-�`'� �'� � , SEE DETAIL 9B � � �` `� BDO - 95 .� _ ` -, � ______ ------- -=� �� NC DEPARTMENT OF TRANSPORTATION � �� \-, — — — — — � � . �-_ _ _ �, _ C _ - - �� . i _ - - - - , c�,� 50 C ��� � �� � ,�_ - - - � - �� � �. ;, ;'�� SPECII�L CUT � DITC �� � � � � � �. I H � Ni�� A - _• - - - - i � `Z.Y-, SEE D�TAI L 46 - ''°�< � ,�__ r�S , - -� � � � ��� � � ` � . -- � ���-- � -�� _ _ -1 1�. � 1 ��' F\ . � �� � _ - - , � - - - � `�.,� _ - - � �;�. �- ��� �-' � �� � _ 509 . � � � N� 2GI = ] - �� i � �,._� 7_ � �. � - � FS ��� FS � �I-A � �_-- I�� C - ------�' Z Z 50 __ �� __` /�' C �\ �i �S \� _ ���/ SPECIAL LATERAL V DIT H � � � � - - W/CLASS B RIP RAP � SPECIAL CUT DITCH SEE DETAIL 86 ND NOISEWALL ll -l) C SEE DETAIL 4B BEG�fi/ FENCE i�� o�, �.�.A � _ - .� c�T � N A9°21'25' � DB 11464 PG 2254 � N N ti� ti� / ��_ - 10 NC DEPARTMENT O,k r )S / � �~ � �~ -RA PORTATION m � N m ELLIN�T ON. M ARY F R AN�ES PROP, GUIDERA/L I � 24" RCP-III FS 2GI-A 50 �' , '-���-,-, � ��� ;, � � � � PAV ED SHOULDER A N O ' � W O .300+0 50 FS 4�� RCP-�II � _ � o, '�� _ Fs 2��-AS 82° 50' 00.4° E � _, � , �► o - � _ � —� o _'i' i �I `��, — W O 2GI�q = + 5° N O �, Z M � J Q _ � VN � I � J � : � �i I N c� � , �� 2GI _ - - - - - � - � ----_______ �,' 50 � ------- � ---- --------------------------- ,�- -_ -- SPECIAL LATERAL V DITCH C � W/CLASS I RIP RAP 95 C `'- C SEE DETAIL 96 - NC DEPARTMENT OF TRANSPORTATION �` � - - _. _ � , , _ �_ , � � � - �`"� y _ � �_, - `--� - � �- SPECIAL �Ct�T DITCH , SEE DETAIL' 4B N 77° 7'38� --- 12 .43' ,_.�4��_„ -_ � ��,�, - - -_, -� _ , � - - . �� - � ' PROP.47" , � � w FENCE _ _. I' TAIL DITCH � " ._,_� W/CLASS I RIP RAP � EST DDE=2 CY 1 , EST 5 TONS , ,- _ . � � �- - - s�� - EST 15 SY GEOTEXTILE ��^' SLOPE=2.0% SEE DETAIL bB DUMAYAS EMBERLY R PAT J N a9°2i�25� 783.33' DB 15650 PG 740 � BM 1987 PG 751 N 89'21'25' RpNpALL � - _ ; .�_' :I ', � TER, A � ��` � � p OINDEX U_s._��: � , � �, ' � & p01NDEXTER. BRAN�Y - DB 11302 PG 1245 TRUSTEE BM �987 pG 751 TAYLOR,PAUL p TRUSTEE W T AYLOR, OLIVE �� _v I SEE SHEET 77 FOR -L- PROFILE SEE SHEET S 2B -35 T HRU 2B -36 FOR DRAINAGE DET AILS �i� SHEET 55 TCHI.INE + 5� pp N�` _ STA 31 _Y7 . 4 �� � ��� 11 �4, +45.00 -Y - 6 � o�, , -_'� 137J0' LT - �o `� � 'T� 2 � 1 �� END�F�E CE � � ��`�� F � ��� {,, M WARF, M CLAY , ,'' �'�.' � ,, � G�A , 'I�1 �� � & �ARF.SHERRY JONES ; , DB 14751 PG 1187 + 71.41 , `, �'I : � BM 2006 PG 1573 -Y7DET- ' 1 ', � ,I p i c� 50.00' � rE � - ', ��� ' " � 11,1, _ . �� PF�Q � 47 � 1 , _1 ; s $g° , C , WW F NC�_ -�- - � � '1_ 3 ,, ,,r ; '- - i _,A , � � - i ��,' Q +64.22 -L- , `, ' ,1't, o EX P�L � - 1GR�4 T �, RpI�N � + � O � p1 � c� �;' _ , i , •'_ � � �'�i � _ v` , � � ��� o -,� I ��' � ,, , - i'' , I� �= � , a,, , i` _ -----\ __ � i�F�k���'` �� I � �r � � , 1 l � �� � �� �I � � '�� � � � I � - ��� 1 �-:� - � S€ D� IL 4B ITCH 1` 1� i1 U � _ � �� _�� M6, g `� � 1 w�� &� i _ o` �C ,S \ 1i . I 1 � \ F � � � , � �, \, -- �� - ' � `� -- -- � � �, �,, , � � = �� � � — — — � � I YJ.VV —1 /— 70.00' RT E N D C/A END FENCE , -Y,- 106 LANGSTON FAMILY LTD PARTNERSHIP DB 7992 PG 773 DB 2463 PG 467 76°46'16' BERM DITCH SEE DETAIL 3B I�1 10 RHODES,PANSY P DB 1223 PG 102 BM 1956 PG 44 PROP. 4�/° �,y�,y FENCE -Y7- Pl Sta 26+69.84 � = 44` 35' 35.5" (LT) D = 3° 38' 57.9" L = 1,22/.93' T = 643.79' R = 1,570.00' SE = 0.05 SPECIAL LATERAL — V DITCH W/CLASS B RIP RAP SEE DETAIL 8B +44069 ' W � END BRIDGE W/CLASSCB RIP I RAP �' SEE DETAIL 11B - � � —Y7 — Stae 28 �37°09 i �---______1_ 60 C I� ���� BDO __---------___— � --- --- ---�� I _ --------- -- — 18" W/ELBOWS --�_ � C � ��� �� i � I 60 --------------- I N� 2GI-A / �� � _ � � FS � ' N � c�o �� �. - O �- ���� �i � � ���,_ � ;j � � _,�� � � �� , -� � , � , �� �_ � �-- � � � �_ � p � � � 4 � - � ' � ��, '1,� - _ - � � ��'� '��_, W � _ _ o � � �-,_ �- 1 r� � - - - � - -, , ,�_ � Z + '`' � - ' � �, � t�/� - ' - 2�� v� M I , ; . 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GUARDRA/ 609 i, r GR < / �, � i � � � � , � I 1 � ._a� A F, 2 G I ' \ ► � , � � � L- P O T S t a. 3 0 4 9 8. _ _ A � �j,` + �iNF '�B _ _ � _ - ; � , �, , � � �I, , , '; -Y7-_ POC Sta. 27+46.89 � ,9g� A � - - � � — ��"' 1�CP-III — `' i = = i _ 0 = 95°02'38.28" 's� _� - - - - - - - I , ,� E ��� � ____ ------- , BEG/N BRIDG , -_ � �: i � W I I ��_ _� _ � - �� ' __-- - � _ Y7- Sta 25f69 �0� i ��� � PROP, GUIDERAIL 2G1-A \ FS 60 ' _�.�.�y�..��..�so ' y1r�i:ifi�'li'iYi� v� _ _ ° � ° � � � �� I _ —,- �"� C �- � �� ,_ �� - � STANDARD V DITCH ---_ _ �� � � �� � � __-- �� — _ _ � h � _ _ — — PRnP_ Nn/S�"�1/ / �9/1 W/CLASS B RIP RAP � '� , ' <o � � -/ -. � ►► � :• ���s�.-���.n�!�� � — Yi�'"� .�.�.�.,riiT�41 � 4.�a'.l.l�'�'iT�i' ' . � i�'�.!�iS._ tirunn��.t.��•.!�.-�'�. �aiuiiio�4 :�.i.��1�� �iiC1��_"����1_'_�!�L�'�:i�.�i�5 ', �="'�-���.�ri��r�ni���. e� r� I �.`r�y�� _ . �. ..��..— rI.1: ---�-�'��'`i`�11-ilii'11�1���.3���!yRRw..��.�':�r -L- POT Sta.3/3+88.48= , -YBRPC- POT Sta. 10+00.00 \ MC I \ � SEE DETAIL 25B 7I.00� RT +53.0 ,_ LATERAL BASE DITCH J ,�� , �� ' I I / �� ' \ �� � W/CLASS I RIP RAP � L Q C � "-\ SEE DETAIL 2B - - { �'_ � � � 1 �-�,�_��r� r� `� � � �. � � � � � I - , _ � \ , 60 , ,Ij � Q _� ' r"l - " � ' F 1 613 �G � TDE � a Z %� � � - �5 —7 �^ 6 ✓ � � ---- �5=�� Z� _ _ I I � �n-� ` •, ; _' 9'� � + 45.00 -L-/ � - - - - - ry a� � �- � CLASS B RIP ,RAP `�`�� � � I �i i �� - - �-�' � �� R 187.10' RT T�E 190.00' RT 73.7 ' - EST 2 TONs i � .ps � � � � �' , �° � � � �_;� - ` �� RHODES. PANSY P +47.00 -�- . ' � NC DEPARTMENT OF TRANSPORTATION W DB 1223 PG 102 _ GEOTEXTILE /, ; �: . � T� DB 11464 PG 2254 � � BM 1956 PG 44 204.00' RT N 89h�'42 � — + 00.00 OO.00P RT + 83.6� EST 7 SY I � ; �, Y7DET- � -� Q� �i ; � - ,-.-_ � ` �-- 299•a� CADDELL JR, JOHN MARCUS O.OQ- LT ' O � ' � � � � � � � � , � EASEMENT - X ' �� � ; � � - - ` � � : � _,��. _, � - � & CADDELL. ELIZABETH JACKSON � � � _'� `�� � � � �� j ; � � , � � i 1 + 32.81 �=�L- -.._ � �_ ' ` � � � - DB 4855 PG 113 N N NEEDED 4�'J , i I � � 272.00' RT . � S�3.24�1 E - N 223 36, ,_ _, __ _,_ � DEAN P o 0 , BM 1987 PG 751 ED ARDS, s= _ , � .�� FOR _ , I � �, = A • �i� - ^ � - `'� - � _ & ED�II�ARDS, ROBIN C o � � DETOU � "-' , ; ; � _ 'l H ag•►a�a2 � � �_ � � � � _ � ,�, � i � � � � I � / •� Eip 46.63' � � DB 7168 PG 100 v� 16 22' � � ��. ,a�O BM 1987 PG 751 ��' � � � 890 2, � � N / ' '. ' � ' � - ia • � — � � - �°� + 66.13 -L- � � '" � � � �: , � �- , - �, � ��� �� �k _ Ex Pr� � 2�- �; , i � 8�°�6�22 R AN �A MNAN � - � , ; r - , _ _ __ . _ , �� ii �t� 6�' & - _, , _ ___ _ N / , �� � _� , 20 � RANTA, MARNAE D B 7053 PG 528 E �,;-� � , -, .., ,, � N N � ��� , �F \ ' '� o� � 0 — � . 7 . �P _- _ , & RANTA NANCY E "n�r ��� d- o � � _ � i � _ � � �, � � � �_ , , r_ � �,_� � � _ � ' � �� � � BI� 1987 PG 75�� ,_�,�U�ID � � AF � � � �_ � w � � �"� _t, � ;i ti ���' �� � � - DB 9588 PG 1887 - �• ��� � � � �. , . ' - � r� � BM 1987 PG 751 " �"` o tD � � _� � � � � �s�U � _ > N ° ' ' �� � — - , � '�� ti ;,_ , . ��; ,� � 05. ; ,� � _ � -, j ' _ _ �r � � �v \ ,. , - �� J PERRY. B ENDA �y � O ' ;� � � � �.: N , � �� � � � ; ��%�� �� - - � � - , , .:r� N � �_ � ir , j' � (�- � � ' � � (V - _ _ ` � _ — � DB 90 PG 1372 � � ; ' � � �I � I �,� �; �`�.�- ' `-�- ;r, ,n �`��: � -; �" .� � � , � , Y'�-c �� M 197PG751 � -;� _ � � n., . �.� �_ <- , o���/ � q ;� � i � r �� . V' . �'r � �� / , - � _� i� � I.O M 6'� pJ1 I � �` - L � l ,� � . �_. � � ,;! , , � . - FCl ' � ; . . � � �, �,J 2 u � r � � � � ,� � ri _ � �-� - _ -, � �� � � - ;� � �,o� - - � 0 . . N � / � - I f � � � i `� �G � — -i 1 �- ♦ '�r� �� - ,� �� ,���- � � �� , , _ �� _ J _ ,�� ti� � � � ' ' � � �� ���� � � � . A o� � � � � � iw ��'l�O� �- Y�� � � � , � , � - � ExisTi�.ic� F � `L S�'q SH�C �'� � � - - _ ', �9 - � � � / � JULSON HEATHER M 23� �rS4 _ � _ _ ;� � SO.00 PO DBL 1694� PG A 8CHIE --: _, N�oa ' BI� � 1987 PG 7_a�, _ 4p 38• - - - - 229./9' � � � PAV ED SHOULDER HEAD DITCH W/CLASS I RIP RAP EST DDE=XX CY SLOPE = 2.5% SEE DETAIL 6B SPECIAL CUT DITCH SEE DETAIL 12B / W/CLASS I RIP RA e � EST DDE=XX CY � SLO ETAIL 6�� Z8 - F I � -� _ ,s— —� -� gZ �� TOE PROTECTION SEE DETAIL 1B 5 00� 21.45 RHODES,CLAYBONE C & RHODES.PANSY R DB 2289 PG 245 & JULSON, JEFFREY M � DB 16281 PG 692 N io BM 1987 PG 751 s� \ � N 0 � N SEE SHEET S 2B -35 T HRU 2B -36 FOR DRAINAGE DETAILS SEE SHEET 78 FOR -L- PROF/LE SEE SHEET 28-29 FOR BRIDGE SKETCH SEE SHEET ll0 FOR -Y7- PROF/LE N � O W O _ + cn �p W � Z M J � = N H I Q J I I �i� �i./ N 0 W O _ + N �p W � Z M .� a = N U ~ J � I � i RHODES, CLAYBONE C I� 1 & RHODES� PANSY R DB 2289 PG 245 ,\ \ � \ ✓� s — � � �e � BZ � �i B � � ���� / _ __ = - _ \ , ��S , ris ��a .��i fui.�i r� ��a .�.�4fits.�� ris ��o .��if��.i 6s = 0° 46' 23.8" �= 9° 30' 34.4" (RT) 6s = 0° 53' 0/.5" Ls = 2/0.00' D= 0° 44' 11.2" Ls = 240.00' LT = 140.00' L= 1,29/.27' LT = 160.00' ST = 70.00' T= 647.12' ST = 80.00' R = 7,780.00' SE = 0.03 Pls Sta l9�16.73 �s = 4° 46' 28.7" Ls = 250.00' LT = 166.73' ST = 83.39' -YBRPC- Pl Sta 23+07.99 Pls Sta 26+90.93 �= 23° /2' 23.5" lRT) Bs = 4° 46' 28.7" D=.3" 49' 11.0" Ls = 250.00' L = 607.55' LT = 166.73' T = 307.99' ST = 83.39' R = 1,500.00' SE = 0.08 Length Length Type of � v� CULVERT INLET AND OUTLET \ \ CHANNEL STABILIZA�ION ( Not to Scale) � Naiural Bed �1.Elevation tural � �,�Natural G und Gr�bund �5 / GeoTe Tile � ' ► / ChannelBed nlet)= 5 Ft. (Variable) / )utlet�= 40 Ft. jner= CL 'I' Rip-Rdp� Ke,yed=ln � .• Q i� y� FLOYD PIERCE HEIRS DB 2617 PG 263 BM 1956 PG 44 RHODES,CLAYBONE C & RHODES,PANSY R DB 2289 PG 245 5 8g°aa�26' � � 315.69' ,� ,r/ `,� � �'`J �; � �� S I I � ----- , , - - -- -- � I ' I- - I � PAV ED SHOULDER �; W O N � ~ O w � _ + N � W M Z J Q VN F-- � Q J < I SEE SHEET S 2B -35 T HRU 2B -36 FOR SEE SHEET 78 FOR -L - PROF/LE DRAINAGE DETAILS SEE SHEET 95 FOR -YBRPC- PROF/LE E ET 57 9 9�I571�-7 17 27612 Mp,TCH�IN 38+�p,p0 s�n,�s�RA 1 / // � N� �,�e�se � S �r N mber F 0159 STe �T E NC�ISMSCCN'PN��l4P Y8 '" \ ; °�,1 �e, �c � 11 YBRPA- SC S7a. 30-f6528 s �� Y8 � �ECOLOGICAL s ° 'I� Carv.NC2JSIU � \ -. : N 8 / P� �0 �'f�� PiS S'% .32%�'��.J� P/ SYn 3 '�'�8.� s CNGINEGRING �a�"v] ss�-oezs ��R �,'� �; 5� o= 5oc� 2or rRr� es = o�� �.� o= gsa � r�r� es = a�� oi� !� C � D= 0' 5l' lT7' Ls = 2/O.OD' D= 0'44' ll2 Ls = 240.00' I �_ 1 1 ' � - ����5 c �- - ,00.00- er � L= 53456' LT = 140d)0' L= 129G27' LT = 160A0' 1F� •;� �� -Y8- ,POT SM.36#35 �; �1-�e� �t �s _ -- - �oo oo• er c � � R = �.�' ST = 70A0' R = �80A0' � _ �•IXY / ��, rYBRPA= POT S7a.33 I 1 I' , Qt ' YBB�'A- PT Sf �45.43 1 1 � \ �� SE = 0.02 SE = OA3 o= szoaoo 11 �; , � � cxislmc a,w �, R�YI6 Be�°`b0' � �\ � T �: - � -��-�� - � - - •,' �. � I ��`' �� ', �� o�"'T�es►NPc�e�oz � as�"�� CLASS B RIP R46�� \ \� Pls 57v /6�i009/ PI57o 2J 3/ PsRSI'o 26�1$/96 Pls SM 29+82.63 PISM 3!-I•5658 cn ���A') - y �� EST 1 TON � J CHANNEL STA61 IL4TION yg(p;�- ( � �., � �. �, �. �� � YBRPA- SRS SYn.28t1528 � �\ 9s = 206"5/.2 �= 20'02'l2J'(RT) 9s = 2'06'5/2' 9s = 1654'55b' 0= 22'56"l22'fLT1 � 'KJ� � � ��� . , i � ' ZOOIP6 �OT F E57 5 SY � ��\ �j� r�� r�����y ry NLVERT INLET A D OUTLET 111 _ ppT •�./��.f/�����` , _ -' �:._� Q , ,o ^ \ GEOTEXTILE \ .� I �' = GW,al� D = 206'5d2' � � Gw.ai � � G:JVa/l/ Q � �G ���.� O INo'�oscole �n�saa �- �JV/�:Jllf�LJ . � - - o � I I �� =� � � LT = 13334" L= 9477P LT = 13334" LT = 16T35' L= 180J4' Q E�o,o� i ,;. � �\ � � ST = 66.68' R= 27/O.OD' ST = 66.68' ST = 8395 R= 450� Z Groun� G�ound �♦ � ' J . O T ' . � � i � I� � \ ,00.oa n � \' l\ SE = O.U6 SE = OA8 I I I �i 83 y �Q�'J \ 7� ` ��veia -- y �� UT DITf � ��I, � .c END SBG+00 \ �� � � �SP IAL D o . -YBR�.- � z�- � > \ P/s 57a l9-F16J3 Pl Sta 23f0799 Pls Sla 26f9i0.93 Pls Sb 29-KJIAT Pl S7o 32+/2J/ , t� � SEE DEfAI as � � \ - - �' 6s = 446' 28T �= 2.3' /'2' 23S (RT) 9S = 446" 28T 9s = 932' 575' �_'L9' 00' 366 (LT1 �pg�n�°�e�eq �isoa�op � ( �9000'� � �' � � i g� � � � � � o"� MEDIAN DI CT H � � � U � � ^ SEE DETAIL 12B '� Ls = 250r00' D= 3'49'//A' Ls = 250A1J' Ls = 200A0' D= 9'32'575' ,s-� Rcr-��� � - � $� ti � � � � LT = /6673' L = 60'755' LT = 16673' LT = 133.53' L = 30379' � � � ut . �.i - Ca � F �/ � �. r � � �RO W ST = 8339' T= 307.99' ST = 8339' ST = 6684' T= 15523' ` , , r � � ' & J ES DAVID � � cqT � � � � R = 1.500.LXY R = 600.Ca�' \ � ; STAND.o� � p� �,� SE = OAE SE = OAB N / ��� ' ����, '. -�p _ �. - i N F _. _. - SE PEET�.6 � '.�it C 83 � � / `' � 1 � N �N p�N��� _ . ' fY � � = I� o R \ y S�T iSTONIP Ri4b I qQT��oo�vc ��isG �j' ti \ e1j1 -- i �' _ _ o EST 5 SY / � / I '�i . .1 � - � � /v^� � \ GEOTEXTILE � +24.08 YBRPA- / / � - �� I � CB _ ` � � \ T�� o � � 22.40' R7 BEGIN FENCE �.�g�E � 110 I � �� � END SBG +07 HYClA55 BTER4L V DITCH C -c� \ � \ \ �5 � 1 I RIP RAP ,�, � � � END BRIDGE 7�/� EN�D SBG I '�, � I_, - SEE DETAIL 88 h ��� 1 � I )-YBRPA- STA25+15.00 11 $ y ti� � ���DB�N824 P4' �TRTATIOH - � i �� �i I cuss e air w r � � � 1 1 � . I . � � EST 5 TON � \ \ X� o �q �'�/ F / �LE L YATES F�RRS � f ze � ' �E � � GEOTEXTILE \ \ �Q�J ���Pq, > I I \ DB �9 P6 OBI 11 i ze � - - � � ` � A ! .\�. � � E/E ESSge 318 RAP ,,. G ,, 1 , �_ . -1 .._ �:� � � 4 2GI I ryp ' � . � BUFF�LOFiJO�N � , � oe zn� Pc ses ��E Z Z� � IAT�L DITCH EX Pd � I . ', .. S� \ . .. _ , � s:.--, . ... � ���-��EE ' i -_, -1 � �, ,; �' � � L4TERAL V DITCH ,r � � \ /` .. I � 0 81 I � � ..�5` __, _ �.q� � .. / W C1A55 B RIP RAP \ \ 1 / . . I �_' I .. � - �� ��.- i � s�erar SEE DETAIL 738 " � _ .� ,.� -.._ .. . �. \ � . . , i6w••' _. -- . „_; � _ � . -. BDO ��.g / , _ . I _ _ ,, _-� _ . _ \ R \ , � � � � '� .. - 3 CB 2' TAIL DITCH �� I I � � , _ -.: - � �� � . I � �� RIPCRAPS g ..� / .. -----� � I , . � �. ���� ,�_� �. L. � I// R PCLA55 B / SEE� DETAIL 168 CLA55 II RIP RAP W/4,_0„ CAPS I 7% SLOPEIP RAP r s I f I :� �� - �' �� I� BERM DITCH � 8@55' 36" PS GIRDER .� 2' BASE DITCH I _ � ����'' � I� �� ����,I '�. �.� ���11 �:.' E D BRIDGE SEE DETAII 36 / / g I \ � I /BYSRPABR �AZOf7.S.00 SEE DEfAIL 220 100.0 R �� I 189.00' RT I •�. I�:� I �� ' 2' L4TERAL �- " Q � �� BASE DITCH ���� � I~ - EJ ST 2fOJr.I � BEGI OIS ALL �Z'JrI li W CL4S51 �O O \ � � / S +65925-YSRPA�P . - - - -- � - I �+ S P D E T A I L BERM DITCH � / + � - S� R N O D E S C L A�� E C W/CLA55 B i� 1 � END FENCE � �� _\i CLA55 B RIP R4P � P, t i l I � RH� P R RIP RAP � � -� �G / V \ '� \ y� � EST 5 TON ��' FE �, , SEOENDETAIL 2�OB H � Zf pB 2269 p(i �6 SEE DETAIL 3B \ �'� GEOTEXTILE FE E � / ENERGY DISSIPqTOR � �� F � ROP'•`� � ` YB- POT 57a.3I'13�L99 � � � BASIN �/� -- ` I" - _�`Z,-� �� I� I �•. 2GI Y8%P - �� �O. II'�.� � CB ' / W/CL45DI7CH ` \ ',.I L \ � � � ryP \ � � \GIN� BG+3= C � 110.00pR I II� O � Y � 2GI - SLOPEP-7 0% \ � 2GI ` - - .- - .- - C - - CHO � , O � 24" RCP-111 2GI - � 1 82 i _ YBLPA- SRS SM. IZ'�L�O+IXI �� / �' SEE DEiAIL UB .� � 85 . + 6' B E CHIC NEL �i �� -���: .� - C - , _ : a� C / WKLA 5 I RI RAP � I � � � - - - - _ _ � � � _ - _ � _ _ 1 W - C � - � � 2GI / \ �� 85 �-170.00 RT I � � EST 60 TON ,� 1 � \� 1 � i EST 10 5Y � � .. I.. W , � SPECIAL CUT DITCH \ ��''����� y '���: G(/ � � I I I ^ SPEQAL CUT DITCH GEOTE TILE � �� � / - � 'I' - 1 W/CL45S B ' R ��-- � � � ( / SEE DEfAIL 48 `; � _1i / CL45S B RIP RAP ` _ �4R0 aG N _- I Q I � �/ - � � _ _ _ RIP qqP � .� � � � , y EST 3 TON (D _ I / _� �� YBLP - ST�SI'o.lO�l00 1 � � �`- � T1.00' LT C SEE DETqIL g '1� _\, EST 12 SY �� �'RO ~ � F 5 55' 36" PS GIRDER � � +29.89 -L- � � � GREU T�-3 � 'o � F \ �`�y � GEOTEXTILE F � p GV _ I N � _ _ � N� � ._ _ _ _. _ � _ � � � � � wa,_o„ cnrs � F � ,4Ro�,a� -�..�.� �- -!' � � � _\' �F \ C -- �` I ' I `' J- � � tzz.7a' LT F � � b -- - L � \ BEGIN FENCE � � �T-1 PROP. GUARORML TyPE I y I 5 WiELBOWS � .(n GR V L_3 � o. � +03.10 -L- - t22.93' �i PROP.GU L�? o «� / PE � 8:/ � END FENCE � � 2GI � PROP. GUARORA/L �� � � � o GR � � - �.. � EU TL-3 � I�� � . \l � I � � I � I <_ `I 0 Bj �/n o �.:. lC) � � END SBG _:. 6'x8' \ �'� i � . J7tJ'f� 2GI FS , PROP. GU/DER,NL � , . . . � � . �.... ^ -' +36 EL � � A. 348+97.00 � SEECDETAIL 19B TCH 1 I l �' � - N O rtce PF70P. GUIDERNL � � . �� � O ��I �� �p ��: 2GI FS � 77 �,� :/ I:' I � j O W O �_ � - i 2Gi FS '. S4 P R O P. G U A RpRq�L � � 2GI FS e a 3 J r O i� � P R O P. G U A R O R A I L W O W 2GI g N ' _\' � GREU iL-3 �� . ' - _ '� N O` �� � Vl � 9 �. � o NPE e-7 � y � I 2Gi �5 PI�P. GUIDERAIL � � 85 I', h� W N zc� FS N o � � Z M � W � � / �� I 2�i I Z M J Q � m � �G � '' = I-a- � � N e? � o / pz °T � \ +36 SBG L�_'_ i�♦ I N� N ' �-la 1 �� \�', � � - . I �� '� � .J ~ j � �n � I �ReU n-3 PROP. GUARDR,NL - zci nre _ I_' � � I � � � / �- / _. _ _ � _ � _ _ _ /1 = _ _ _ _ � � � � � � C � - - - _ � � _ _ _ _ i � •--_. ._ _ �. - � Y � � 2GI 84 � � .. ..__ . � _ F �z�i I Y8- POT SI'o. 30+60.37 F / +�s.00 -�- ,� \ , „ , - _ , - _ `.� ' / C i TANDARD /� F / / 2GI �- � � 336t2967= C 1 6 �. � � Lc �, � 3��1I � C BEGIN SBG F � \ CLASS II RIP R4P � � -� 5" WiELBOWS � � .. - ` / ��� I r BASE DITCH 81 18" Wl¢�BRW$ � F �� � I I / F _ �R PCR.�4P5 I � 2GI ' . +OS � E FEN E� W 45 0 3CAPS GIRDER - - - - - � \ � 600' rAPER � 1 ', „ 2GI � �4' I Qagpy6'02.82' BE6/N BR/DGE � -` - 7e R \ _/ / BEG/N BRID� : t _ �� LOPE-S% � �. i � CLA55 II 85 -- � DEfAIL 14y YBL�C^-�ST SiO.�.JO'IOO.fTTQ -YB- CS 570. 390-162T8 C�S'B-RIP RAP � �� RIP RAP F � .. � cB E 9 ST SfO. 343iU278 -L- STA346+22.00 esT i sv°N�i J �L � � � 7/.00"LT •f STA.29+/5.7 z� � 3 �, � � B � / ., � , GEOTEXTILLC l +06 0 L- � �. � ', � - - -�ry 1- I � _ � � I / �� � 93 42' RT �` / i� •� �. \ � 81 � N � .~� .. u I � �. • a l � BEGIIV�NG� C - _ _ _ _ _ � � � / / C.:� - ^� � � � � � � i d� I DE�AN^�Sy'�.� �� J� D� "� �\ � � �' , cuss a rsi� P C ` � 6' BASE HANNEL � / � ,. � , �'�, � .- 1 ,�_ � 1 �'� � � I 1!Q [IJf PG 'L�O / � / / � EST STON � � PROP.'fT FE CE � : . .:< ,� ' ? 1 t ' I �..�� �cn � os rc89 PC 2M � � _ � GEOTEXTILE . ` � �� C ✓' / I - ' S � !' I � I � -WLB� � / � _ J C o�nr W/CLASS IRIP RAP ' . � .� - � 1 SLOPE = 120% � CB a - - � g � 1 � � . � � � �' �" EST 460 TONS . STAND RD 8 � � I-� I ` � I � / _\, � �/ Q EST 750 SY GEOTEXTILE - BASE ITCH � ., J � V ' _ � � y y 1 ^ Q SEE DETAIL 15B ( � RP�� 5 � � � � � � �.j ,,, i , -'. ` ',, �',, i I... � � ^ \ � , - � � STANDARD V DITCH � .. ��. j� � \ \ I \ SEE� DETAII � I� X , - t .: ` � \ - - _ _ _ 2 .0 RT � `' W/CLA55 B RIP R4P . 1� I� � �% 00' R � 8-I y � SLOPE=0.4% (V O \ SPECIAL CUT DRCH /\ -.. _ W �', � I '�,��, � � _\, 1 SEE DETAIL 18B SPECIAL NT DITGH �� \ SEE DETAIL 4B I �� __ - 5� 5 1 � J � y SEE DETAIL 19B Z h \ Y8 - CS \ �{:�$ ''6� � S�SroNir rsne ` �� � � I 1 � � � / � I � �I \ \' � L4TERAL V DITCH ��� � GEOTE7(TILE �1 1883 PC� �,1 ',, OO.00 8 I � 7� ((� � \ C � F � � I \ \ \ � WKlA55 B RIP RAP g \ �i� 1I � \ . 2� \ i \ SEE 119138 �� IU' SBG �7 02 0 5`T 15TON IP RAP \ �� J _ 87/n _`' \ 11 2 / `� � ��p��yy��,�y O OCn�1SI'!I�y.�u�!�!c���P I 13 _ ab �� 15" WiELBOWS GEOTE%TILE \\ 1 � � � � �� u \ dt nnw1�� �i0� V � dt O�Cn MAItT ALYSE � � . I- C6 ��', ,; w� BEGIN SBG +96 . // �' e Bl� MICF��d \ _\' � � �sE ,cb•x8- ��'V. � o��xs ro sa � � � �° 121 . P- �_ � , � \ '� � / � � - � RCBC _ O �.� bl 19� P6 191 >.� � � � � �R �o �SO-�. eo z i - - � _ � � � - ; � p�p , ' � � \ � \ � E� � � \ � T�.3 <c ' 80 \ ' ; _. _ . I9ez Pc 390 - / - _ � � 290" �I C I op � \y, � � ' �� " -Y8 - CS Sia. /� ' 52 �.r = - - � . � % bo �o I 40.00'4RT YBDEf- ' _ I _\, �B� '_ �G � \ � 40 . 0 R y / � � � '9T E C ZQ� o .. i�l ti� � I �. �_� ( - ; � 96 -- � � -`' ' � SBG�N96 _ 9�ic � �� _` ._ ._ r - CB� � �-, W 3. 0' )` 0 , F�F .� � '� F i i��� . ,o i I '� � � ioo.ao� ar ' � - - - �' - - � � � � �/ � � � '�0�9 � � C � k�� � �' - � � � 8 � ' arw a w� � " -)'8- f�% $f0. `zs'l�s.�o � / i � �� M �nnr � , / -YBLPA- � �res� d, 5 H �� Su3s Nr - MLTo DEIr wn�� o,qo ': � � , ` Pls Sf�54� PlS S�a t/9 � PlS7a l9f A2 Pls 57a 20+T5.0I6� � � � \ �s•� cr ui ' � YBLP�- POT Sf0.22t22.65 1� I .. E57.7 SY GEOT�XTILE � � at HILT� PG W6 lis� � . !. ;.. . - � � . 86 � \\ W � = 9l'4Y54.16' � _ _ �.$ a 2.�.�l� �S - 2.�.i� 0 = 2T :!T 'NR (L%% �$ a �� R \ / � ENo se�+ e p � o pi � EASEMENT EEDED -��91M � D1 FOR DETOU > o „� - ,- F �'`�� ' POT S� 25t1�70 LT = l66.6T' LT =/69.32' L= 489.3Y LT = 169.32' ; � � � � ,;,. ,00.Qo� R +,a � -raaec-_ � $, , „ ecP��t _ o, D c� ' -YBRPC- PQ'T 57a.35+55.90 � ST = 83.3�i' ST = 8575' R = �. � ST = 8575' , c� i�se- Par d �� � r�__ _-� D, �\ sE a o.ire � �EGIN T NCE _ +Sl.ffi -YSDET- �- ���� Z BELLS LAKE RD YB�P�- - - � - _ � � . y �Y1 � ��`.. � . ._, +88 51�-- APC- � c. m _ � 51 . 1 40.00' RT `� � 1`_ . �._ 77:52' RT �\ Q � �. , . . . �: � _ / F -- 86 ��. ` 7+��nr1 S�rreE Pls SM llf67J5 Pl Sia 16+7976 Pla SM 18+3?27 .. V,6o � � �,\ �,\\ i .jY-' �END FENCE ? .A N \ CH R � .�, � � ,�:,;• _ � C-AT_7� �� / CO � � y� �, L, - . �.o � II�W � �S = O���D%B� 0 = l23'M'23.3'(LT1 9s = 31'08'20.4 „ �, ,, � : a � , _ , . __ - es = sria� o = 24�90� r� _ �so.oa ,, � ��� � � �a ,�.� � , , m - �, � � , , �'`, � 7r, , � �� � �-� cs = 25o.oa c = 4s�s.�r cr = isssz - �, 1 � sv � � � � �- ` , ,, - _ _ _ - o� � � ''� �� _ • � _ • �� � , , , ST 8576 ��� ,, : � , _ , � T 42976' �� � �- -�'r ;�_ - � � � � _ �39' R = 230A0' _- � - ; EX ILW � -' � ' �..' - �� . � .i� - - � F �� , _ F = _ `, 1�� �� "� Y8 � � POT �� ; � _ - � - ��� p,'.= � , � - TM sPE��A� 1.300 4.300 - _ ' � � N �s� G� � CUT DITCH 5�0. l0-lflO.C)0 � i w �' " �' � �� po � _,, � 01 SEE DEfAII d8 p��j/y� 2�600 7.20U � r COMPL.E�E 5�i0 SE OA8 ac $Tfi�� � '_ ,'_ __ : � -cx5��� .. `- -..+ .,, 100.00'ftT � � � �� G`J�tn/ Goi��/�/ �\ D� � � �� � ` \P y / _ /' nr - . ; � ' N , P� I � 60,300 58; i0�0 DETAILSEETS 28-35 & 28-36 FOR DRAIIyAfiE � I . - � �� � � �oo.00- Rr _ _ � �� � 4 M LErE 5'i0 � 2200 S S -2 - R F � �1 ' -. ' CATION I � �� ' '='/, � P 12 o ; . � �o ';:; . / f�J " i,-�;� ., , r ioo 0o nr ,P 6 8 � SKETCHES � .� � � a �, CO P ; ,_ � ` _ ` E\ P ^= � DT��� � D c�AR. �rt�N 1�9 z, : � L r 1EE0 SEE SHEET lll FOR -YB- PROFILE .' _ , � . .- ., ; _ _. �.. . - -. .._ 30.00' RT' `� '.'� / � L51' RIPAN PEL 50.00' RT -..: �: �_- I �� BI�I H83 P6 191 � { � � �I L � O .' E,�s""` p/ , ',; S'g 6 o s° eoTe i�e '' e���q K 1� �`, �o oa. �7 -( CN�' 3+ � ' SEE SHEET 79 FOR -L- PROFILE �- , ex a rH,s�ie �esE sa' �� u r !, y/ � � � r i � t �'�R�B DA G _ � . , S�(A � _ ne no.: - PC M5 .,� ,. � �$ ,, - , ;( SEE SHEET 93 FOR -YBLPA PROFILE � _ i���� . _ ,., � ; - .; " ' ��,_,. so.00-er so.00-Rr - � � �ETAILIS �_ � �y�12 ' ', i ; � PQ � 8 SEE SHEEf 93 FOR -YBLPC- PROFILE * PROPOSED SIGN/� GRAPHIC $CALE �ESIGNED BY: 20/8 ADT SEE SHEET 94 FOR -YBRPA- PROFILE � PAVED SHOU[DER � BEL1.S LAKE RD 2040 ADT SEE SNEET 95 FOR -YBRPC- PROFILE � PAVEMEIyT REMOVAL � � CHECKED sv: PLANS � � (919) 571-7111 CIVVIIVCCR trvviNttK � NC License � , � Number F-0159 �, �! c �/n ppp NC F[RM LICENSE No: F-1148 z z� -1 �7 -YU/ 1/ A � 1151 SE Cary Parkway c� � � TE TE Pl Sta 15+73.07 Pl Sta 18+66.15 Pls Sta 16+00.9/ Pl Sta 2/+ 3/ Pls Sta 26+8/.96 ECOLOGICAL S°"e 1°1 ����������� ����� Cary, NC 27518 0= 2° 33' 28.9" lLT) 0= 2° 38' 33 /° (LT) �s = 2° 06' 5/.2" �= 20° 02' 12.7" lRT) �s = 2° 06' 5/.2" '� ENGINEERING (919) 557-0929 . �c� N�°Jf' L75� 1F�I� C�NS�°R�.TC7['d�N D= l° 32' 54.7" D= l" 0/' S6.5" Ls = 200.00' D= 2` 06' 5/.2" Ls = 200.00' L= 165.19' L= 255.97' LT = 133.34' L= 947.7/' LT = 133.34' T= 82.6/' T= 128.0/' ST = 66.68' T= 478.75' ST = 66.68' R= 3,700.00' R= 5,550.00' R= 2,7/0.00' � SE = NC SE = NC SE = 0.06 �' � � � 1' DOCUMENT NOT CONSIDERED FINAL � 1 '31 , . •oa �� � ti � UNLESS ALL SIGNATURES COMPLETED ,d Q. /' � � Oi / � o\ BUFFALOE. JOHN MICHAEL `/ ;` c'o � .`� �o`% DB 3048 PG 899 r\ �' y � 3 � � PAVED SHOULDER 11 � �i � ��� � �`� � � � � � v, SEE�D�ETAIL 4B ITCH � � HORTON. MADIE HARRIS � w N BUFFALOE, JOHN MICHAEL �' � � � o� �� � -� � / � N ;;��1 � DB 2449 PG 478 ,� DB 2924 PG 683 STANDARD V DITCH \ LL -' , , '�-' \ / \ , � � \ �� � , / j � \I CLA S B RIP RAP W/CLASS I RIP RAP 0.3% SLOPE � t z �, � � '��_ ; ' j� � � �� � o `�� � � Q' � EST TON ' SEE DETAIL 21B =, �. ;� `� , , \/ �.�.� � � �' '� �� '� � � �� � � � GE TEXTILE ,_ \ , _ � ,_ __ � � '��Y9- ��'� '�'�a.��/,f38.14 , � � ` � � � � -� < - I� _ � _ � � ;�� � . " �, �� � �-� � ��r. ' CLASS I RIP RAP � � � _ ,� �' , , � � - ��'�� _ � � �s' � .� � EMBEDDED INTO • - �' _ � � - - � , �,- � t ` � '�, CLASS II RIP RAP � /� , _ �F t a�'� - , � � STREAM BED �� � � � � ` _ rl � i �M� W ` `' � \ �s-r,� �n EST 9 TONS � � � � .�r �,� �__ , , , � � �- �''! � � _ 15" RCP-III , ��� � � EST 25 TONS �' EST 1 0 SY ' � � �1 2 � �� EO ILE � � ,,'� ��� �'� � g„E .�,_ � ��� � � � �' -_ r =� � ��t�ER � � _ , ��._� ���- �� �� � � _ � �� � �, �` � � ��� 11ME WA ,�_ � ,_; GEOTEXTILE G T XT - �� ��r �� � , , � '" � I N � 6° /2 2�. p � , - r e � � � N I� _ � � , ' � _+47 0 -Y8R _ _ � � � E , � �� Y� � , +oo.00 -YSRPA- --- ,, °_ = ' 20� 9o-��T ,; L ��`'` ��ri �� �-� .�, \ END NOISEWALL (25) N PROP.47° F Nc -- - 2 $ SE � 00 � o � , , ; �� �� ,z oo� Rr � c- � - _ �'��� �,, � ��� �� ,�,�� = L STAe 365+78e8/ N �� _ `- - � ��.. ',, ' -. . r � - L i . � - F, . � � t . S , i �1 i � I ��� � � --�1 'DITCH , , , � i : � - , �, �e � � �, � _ wio�ss i RiP �a,P� -- _ - - - -�-Y9.�_�� PT �� -� � _ ��' -�� = ������ ��� ` �- �F TOE PROTECTION �� ��� � � � � � � �/� �� 0.3 /0 SLOPE � � `-� ���� � � �� „ � - � �� � � l5 RCP-II I �, � �� � � `�,� � ��� SEE DETAIL 1 B � BERM pITCH �� �- ^���� � + 0.00 -Y8RPA- SEE DETAIL 22B T � � � 'J�. J"�� ; � 90 +30.00 -Y8RPA- ;� �� � � � � -�� _ R P �EN � Sfa.:-l6+� � ` � R 195.00' RT � _ 9 � ��� 130.00' RT � �� - � SEE DETA�L 296 � , � �� � � �fW � C _ _ - , � �,_ , �, � � ' � � ���_ � � - 71 � � _ ' ' I � I / � _ 3 -- � �� - 0 � , � ,- �� � ,. - - � � , ` ` GI 2GI DO � .,, � B �F . _ ; , , � , , : , „ GIN E e. � 5 03 36' LT � CONCRETE DITCH -_ � - _- - � - � ; � " �� - A�� (2 � _ � m BE FE ` ` SEE DETAIL 20B - '- +00.00 Y8RPA � � R� ", , � . C � , O�SE � -- - - - - - , - , l - � ' �` , ' +20.00 L-� � / ---_ ----- -__ F �� +53.13 -L- R�R � � � _ ,.. _ �-� � , -- _ - 1C25.00 RT _ _ ` '`, _ � 190.00' LT `, , _----- � --_�� 102JO' LT OP, G Cri ' T ' �- _ , - - - rY8RPA- - _ _ - , _ - - , �, _ - _ _ .__ _ �' C - END FENCE U�] 50.0 , � _ � _ � � -- 0 �- ���o.00� R� �,, c � � - -= ��-� �9'p � , 90 - � _ _ _ _ -- - , � _ _ _ _ _ ; - N , _ , _ 2 �� - _-- - - - -- - � - i , �� � --- ---- ; 0 - - - - - -- I 911 , , _ ��� �_ _ � � f, - � ��� ' ' -, � i I � . �- 4�\ � � / � �i -. _ -- - � 1 '+ J . ., . � � _ . _ .,. ��. .:� . � � � � � . - - , � - � - � FS � , J 5 _- �- _ - - - � -� 12�� � �� �� , -� , - - �, , � �_ -� � �� ` - - C ����, -., � , - � � ��. C W 'I � , � ���� - E �L : - , � _ , � ,. , �� u � _ - , ^` , , I � :2 G 1 , RGBC y W - S. � - ; _ _ ; N ` -}- 0 I , � � C - - PR _ � ,, I �,, �, ��, ; _L_ P�T Sta. 35�+88.3 ',' � I v' ' i . � , 9 .. � OT Sta. l4 - - - � ' ��� , � - ��� �� � � � � � . � � -�1- r� � _ _ �� ��, �- -- . W � � � - YBRP � ��. , _ � � + _ �, - Y � f76.68 _ � � � � ��''�� i i i � ;- � �� ���� � - A �OT Sta. lO+DO. 0 _ � , � _ � � � � '�� �, '� ,_ -YB��RP ��A- POT � Sta. �L2+0/Ja, _ _ �, �' � �- i ' � '� � � � � 7/.00' LT � � � � 8 9� W' c� � ��� ' ��� - i � r � I ` � - 9 ���Q�.4��� - � - ! RqIL `�' 3b,� RC -III = , . � _ �� � �' � -� ���� '�� �� ; :. c"'n 90 �i� � � - OP. �UIDE � P J Q � T o ',` � � � I; _ , �, � � � i I � FS , � � o� PR - GI-A _ - , � 2GI �_ ; a � � �� � _ � I � � �� : � � �� � -� � � _ ' - PC Sta. l4+ 4�0 � ` , �. , � - , - -- � -Yl3RPA'- TS -�to:- �i4f 7.57 �� � , � �, �'',� l - - , '� � rn 36 +p0 � - V _._ ` ��� � f � ' � / �-� o Y9- ' �► - �� � � � , � � - � _ � �- 915 - � � - _ � ,, '�, � _ � r I � � � � i � , � , 1 �-- � �, �� z_r v� � , , i � � �_-� Y : � - �" 0 40� 00.7° ��� � ws � ,- , N , , '� ` � _ _ _- % , ,_ � _ - � ��- �� �� � � , f�� , . -�-� - 71 3b„ /ELB z � � ,- � � � - ' _ Y � _ ,�,- ��R e - � � , � _ ='_, _ -- - _ _ , �i ' � ' FS S � _ y �., �- 3.83 L �� � __ , , � ,- ' � � � , i i � � -� � - � ' � ��i � � i i n� 6� �3� QQ./ ` � �� __- _ -' 30" RCP-�11 2G1-A - � � " 111. 1' RT � C.- � � ' , - , � � �� � � � I , ��-�' � `� - � �� q? BEG N FE CE '� . F S - S o � �� � r� -`�; ������ ,i i ,� � �' ���� I � _ � ,' � 2G1-A 20 �/ co _ _ , _ � �_ � - ; 00 � � _ �-�ti -�' - ' , � � , � I -° �� - "� � - 9� -z , '' - ' � � '� ' I � ,; ."; � ' I�''� , 90 � N � ' 9' 1� Z O %' ' " � ' � � _ � � � U N � � � � ! �'' � ; _ �� i 30" RCP-111 � BEGIN ? � � ��,a,� -__- � , O n SBG+00 2GI � Q�N � , �, N �='' 1 ` '' ERAIL .�6Q � � ,... 2G1-A N �u _ / � Z �m "�"_ � � � � �' ' GUID � � _ PR, _ � � � o � OP -- - - � C,� v -� o � �- J ' -,-, � �, �Iv 90 3�„�R�P-��i - ��► o � GUARDRA�� 916 _ _ _ _ F z m - ' . � J N� f� � II 2G1-A FS �� � 2 PR�P°_------ --- + 5.09 L-� •s'�, o ` � _ _ _ , _ -, _ • , - 0 - � _ _ _ ` i �� u, g_� �' � - - 112 58' R '% � � � � I'' I ' " � � i � . W , ',! � � GREU TL-3� h \6�' 914 F +28.00 -L- EN FEN E J, ` n N - i� 91 160.11' RT 25. -L- i I �=�= � - � � � � � , r'` `� "° � � � � � + 84.99 -L- � � _ ca 158.36' RT _ ' ' � C � � '� 2GI ° �� �Q•T L C/� ' ; Q0 11 �I --. ' � � � � 162.28�FtT „ � � -- tn � ' S;7' � �' � C � -� �� � �� , , ��� �� � - r n-�� � � , � � � ; ,� �-- � i � - 909 � � � / LASS I RIP P ES- - O : � �' -- �g A - � -------- ,� - �y �,r� _ � , ,_ _ _ � � � Zp BEDDED IN O ��- -'o ES �6 L�i �� ,' z -I - FS i ' I . - � Z I I�, _, 8�/ ' _,, 2GI �p��2� � �� �0-�•� S$�� 56� - CLASS B RIP RAP STREAM ED "fl G T LE J w �� 0� y- 52 \ EST 2' T6NS EST 54 T NS �� Q �~ I � I'�'� ' � N�'L�° $a° a W ESTySI�C�'E T XTILE EST 115 Y G - TEXTF� � � , ' - / p _ ~ . X - 90 � _ � ' � C '� S �'� � 1�'' � ti`� ,�,BUFFALOE, JOHN MICHAEL � � � � , ' (� � � �d � � _�I ��� � � � , , � ' 2G1 �FS �� � - DB 2924 PG 683 � �' +5 .26 -L- 3' BASE DITCH � }� � PC � �StO. �.3f .3 �+Y OA- � � � - �� �` ' � I - � W/CLASS I RIP RAP \ , � � � �- �, ', � � �i _, . � � � � �� � � / 164.33' RT 0.6% SLOP� � � � � �� LATERAL V DITCH 50.00 LT � I _ - �? I', � � � i SEE DETAIL 66 W LASS RAP - �� � ,, , � � ��, � �, � � ''� � �� �'s� � ` i DELGADO, CARLOS A & DELGADO� Z ILA S�ETA�� 23 �� , r • , � F - � � � w EN�E 134 � � �, � � . � , I _ � �� � �� � . � DB 8259 PG 234 � ���� -o �y , , � , ��� � , �I; � PROP. 47 W �ya � `s',r �= � BM 1979 PG 716 � ' +45.00 p J �► i�,� .�- � �� � � � �' ��� , ' i i I � �-'` C S V6 SPECIAL CUT DITCH �, c� �� 5�, PIP INLE � ''� -YlOA- O ' � � ' � � ��� �� `�� , I '��, . , � �� �" � j � � - � -.� - �- �_ a°'' SEE DETAIL 4B SM I�TH. BRYAN D o � �� � u� CH NNEL m ��� � 50.00' LT � 1 � � � . � ' " � � �� 'I I I C - -;- - ' � �' S 88°54'll' & SMITH MELINDA H s Q STA ILIZAT N � �-JS-� HW � � � � -�' I -, � DB 74�8 PG 302 Ir SEE ETAIL 46 � ?8 / 2G1 ' i - , 3.00 L- � r. 53.31' J� `' _ B� 1979 PG 716 SLOP = 4. % ' �� 1j - � oo, T APE R 174.89 RT � ' 'i � I £ - __ , _ EST D = . 92 � � F � 6 = F � � -- _ - -- \ i i Q _ � , '' �_ � _ -;_- -- '' �' � ' � +53 00 L- ' � ��' _ � a� � _ __ +91.00 L � , . /\ . � - - _, _ _ - -� ' _� T - C �� - i , _ - , `% + 6.08 -L- ' T� -- 79.00' RT _ _ � � _ . - . \ ' 0 _ - =`` - ,- � - ���� , 172.60 RT '� � _ - �_ o , � ,'� i ,, , 2 + 43.00 Y 6_ J t�� --- f _-- _ 284.00 RT 50.00 LT - - � � - - - - - _ ', �` T - - ' 3T ! - � - - - __ , - i � � _ - � � �� � - __- � ' -,_' -�" RP��'� ° 3 tn � � � _ � �_ - �� �, �', - 29�� , _ : �� __ _ , 133 ; s _ ��� ��:� �,, _ _ � F �' o , � k _ ;- :. GARCIA. DANI RODRIGUEZ, i � �1JP / c� � � . � - , _ , ' _ _ � �� �` � � : & RODRIGUEZ, ANA M , , � 0 � OO - , _ , ° . _ �: ' i PR �� � � - - - ' ' ' DB 14007 PG 1564 _ ,� , � 5' � , + 55.00 Y 5A� I ,_, � 67.00 RT � _ � _ E � ' - - ' i i S � / �'I I�F � �: ,- ' I I I' '� ' BM 1979 PG 716 ` , , I� '-_=- -- � , � �\ __ , i � �� 0 _ _ � �_ � , � , - _ ' - , , �/ � � ' -- �, - - ; �_ -=- + 55.00 -Y9 � - _ - , ,+ � - - - �ci E ', � � , � , ,, '�,, I �� � � `,, PITTMAN CORNELIA J ��� ���_,�� , � �'��-fr� ,�-, ; � , � o � � � 9 ,�, � - I � - : ,. 48.83 ' Y1,OA � i , � 1 �� � � ��� � �� � - �, , � �� 72.00 LT � � � � �-� �� , , � � �'�� �• DB 129�T2 PG 2024 `��, ��.> ���� �� - �� � �EX R�W _ �� ��„ cora�- R � � ����-�3 ° � � � �, � � - i -�-= ; �� �-�;�, I �����, �� �� - � _ = ,_ BM is7s Pc 7is �� =� � -YIOA- PDT Std, 1�+00��0 , � ��� . � � �� 1 i i r , _ , ; �� _ � � .. � �' I, �'�� � '�, i� ' - \ �0 �' � t �` - � � �� r_ - �/ � � i '-- � -, i " � /� - - �I`� � - ��,- � , - � , _ ', � - � � � � 95 � E � � � � � o � - ��� �= �; , � � �=� � � _ � 3A �e �� �� i - - BEGl11r' 011tSTR U IO � /N � , � N ��-; i - �� � - _ _� - - ii �� � � �� , � � y�:� F � Z �, �' � � � � � � ��� � � • � - �, , , -- � -= R� � ` �-; ' �� SriN� � / � 3 � o o � �` � II ~ .� I, 1 't . \ o �c � 20.00 �� 50.Y1 R�c II 'z J '� � - � � � � _ - �, ;°; �, , � Q � �' . ' -YlOA- ��� .1� + 50.00 � � � ' _ _ �, °° , , ' � `� �� � � +08.84 -Y9- ' "- � �'� � � � �,; ;.- � v i 20.00 � � � II `' -- � � 29.86 RT � ' Z98 � G � , - l0A- � �� `;:} -- - � � '� E `,� / 50.00 RT 80.0 ' RT � \ � � � � - " � �� '� ` � I � � � �� � i , � -_II 0 � � �w � �� ` �� / A6��� � � � I � 1� � -_ _�' � PIPE OUTLET +55.00 YlOA- �Q � �F ��-'_-� � -- �. � _ _ �-� � - ' ` . � '�� I`, � �_ � '�'� � S 6a ` � " � . � � � � � - CHANNEL 50.00' RT U _ �-'� - � 1 ? ; � - _„ - ' ' '� ,, � % , , - - - - � , _ _ � STABILIZATION + 55.00 -YlOA- , : _, 89.65 -Y9- '� c� F 13 , ` Y _ - - � _ � il� � - ��o � _ F , , - �� ° • � - R SLOPEETAIL5 0% 80.00 RT 30.14 LT I y�OQ- -? CY 11 � � , � � � , � � `�i-'�, d'6, EST DDE - - Pl Sta 16+34.32 � e9 � 5 i o �. 'o _ e . �� - - . � S 3'� � '� - �� �Eco�A. RICHARD A Mc�AMg, �oNA�� NI `� p_ 36 57 23.7 lRT) SEE SHEET 80 FOR L PROFILE BUFFALOE, JOHN MICHAEL 326 _ °pI -' , DB II011 PG 470 & MCLAMB. DEBORAH S , � �� DB 2924 PG 683 !, � BM 1979 PG 716 DB 3174 PG 147 D= 7 38 22.� +ao.00 -Y�oA- SEE SHEET ll3 FOR -YIOA- PROFILE , ' , Zj ' � / BI� 1979 PG 716 � L= 483.76� EX fLW T= 250.63' � 3 SEE SHEET 95 FOR -YBRPA- PROFILE R= 750.00' GRESSLER, JOYCE ANN & SEE SHEETS 2B-35 THRU 28-36 FOR SE = NC CARL FREDERICK III DRAINAGE DETAILS DB 013626 PG 1342 \\ ��� 59 NO D L JOHN R � \�� (919) 571-7111 HIIVK_,EED ��FOUND `�' - � '- `� �s�� �- Nur c /� ' BM 1976 PG 119 � �� � � J� oo � T _ � � -- • .p NC F[RM LICENSE No: � ga � �_ 1151 SE Car Park --- �o• � � �� ������ � QD' SPECIAL LATERAL`�� � _� ,� � 80'012� , �� ��-� � �, y _ / � ��C •C P 2 � c� v �ireH SINICR�OpE� JACQUELINE _ H & - -- ` - Ti T4S� � - , _ � ECOLOGICAL ca Nc z�s�� Suite 101 � / O� S SEE D�7'AIL 26B ` HINKEL, JOHIV R - � i' f- � _ -- _ - `� �`, �, � �" ENGINEERING (919) 557-092 ��� � ��� � NO DEED FOUND I � �- - '�� _ " \ � , � `` \ ' ��, BM 1976 PG 119 _ ��,�:�� _ - ��� � �, "� 1 �;�� , -Y10- ����� _ � ���' ' _ , � +�o�: � � �' � " � - , , , , ; 'J L 1.\ g€nnov� , Pl Sta 19+83 , ` , , � _ _ � `- �, � ,, � �oo �no � 3. .� , , � _ e u �'� �, � � i � `� `50.00' RT � � , � - 3� N � � � � �'� 8� � A ��, ,� �' � �9�� y 14 ' � , � � ' _ ' ;_ _� � .43 - �3 g , � � � � - %2 _ n _ . I- � � _ l OS' 48.2 lLT) � � � � � �� � �N� c�a_ _ � � _, - ;' �� °� ,_ � � I� � � � n � . _ ,,��� ���� � END, FENEE - � � � ��-� � ' � � ii� �� a� � � �- , RETA�N , 8^�234 TUTOR KARON GALE , , �.. , . � , , � , �q1 \5 D = D 28 38.9 CARR I�ICHAEI�, A ' - , / � , �� � • - ,_: ; ,,_� � ` 1 �e�� , � �; : . NO aE D FOUND �� - � � � �� - �� , , � ; .= � � � -� L = 24O.IT� / -- - ,' � ` -� �� , N 8 _ _ & TUTOR, SHARON DALE � � �� ��°, I � _ �`'��� i � �� T �2� O9, BK DB 4303 PG 356 � " � c �� ,, � �' ` " � - - �, � - _ - �� � . � 46 .� ,- , ��,�� ', /�!- ` ,.� ,._ :��- � �,+ ; _ � ' } � . • BM 1977 PG 289 . �- � " � � � � � DB 12388 PG 1973 _ , < �� � � � � � f 5� � N � R /2 000.00' �� �, ������ BM i9s7 Pc s3s � o li __ ��� � �,�. _ , � 1 �, ;, ; -� , _, , coN� � , � :. �. , o - � -_ _ . ► _ , � ,._ �, o'� � � � �� � ` � �i ` p,EAN, ANTHONY L�` � � �`��� - - � - �� ��r - � � , . '� �`, „ _ , �_ � - � _ I �� SE - � �� � � � � - C -_� � , - -� I ;. N , , , _ _ , , o a ��� �, �' , ,�� - ' , ',_ �� � � C� T; ° � � _� ,� � /, �,�� � � � _ ^� o � +lO.oQ -Ylo- , ' $c flEAN, CAROLYN H` � c � � � � �- =�� ' � � � � �a • � �-�� '� �� �� � �, � � i- �� ���, � �t, d, " - - - y ,p5` � 50.60' LT D �� a , � � � � �� !/ �/ � ���� �e����' � ' i B 13653 PG 24�8 ,, � ga°�9 ��� � � END -CJA � � � B `� 198� PG �'36 ��; /-�`�'� �� � _ o �"' , � - = � ,,�,- �;� _ , , .� . � � -- � = � ��. , � -� '� � - � �. _ �`s � � G _ `� �, , � Z9 _ - _ - EN� � FENC�. � _'r�- -' � �' � -�� t `�G� , 1 ' �� � � � ` � � � � �,'� � �n � a- � _ � � \ ( ������ � - `' �'�� P�RICE� ELISE'��& w '� � �e � 48 ��� � ----- -- �; �, „_;=��_� ��,� �. �('� _ � a -,, �-' , & PRIC TI �!%;' � �- ,' I , . _ �'� _,,. � � \\ � �aTErt,o;� , o -v E, CHRISTOPHER MA SON � \ � � � � °',,VP ITC1�i W7 . ' � i s' "' �� � , ' _ � ,. �_ _ �, ,�`� , � `, �',' �'' '�, � -o A1 _ ;� � „ - ��� -� � ' � DB 16289 PG 2500 � � ` ,/,� ' �� � � PASSIVER. ���,� .. ,�- � '�� : ' ' � LAURA LY E f " � � � 141 � � - \ � �LASS E3- IR,�R�4P_= - c' �`` �` � I` BM 1987 P�'r 836 �e sl- � �� � � �� �' � � � � . - , STAIl1DARD V DITCH , � _ � NN i � �� - � � � � � � �SEE DETAIL 8B �� \ � �1� �� � - W/CLASS B RIP RAP � ;� � � ��� i",'�� ��� �' ���� ,,,' � ����, „ SEE DETAIL 25B DB 16386 PG 2781 r„ � MILLER, MARY C � �-, �_-,��,_, �" �� � � ., � o � _ - - - �'� , � ;��1' � � i BM 1987 PG 836 � �_- �� ' � � � , � ' b3: Y10 ` �' � � x ,_ � � � 50 00 RT � I DB 11973 PG 619 � @� o \ ' � END SBG - - ' - y, �, , � � �� . _� �, � , ,'� � , ' � BM 1976 PG 119 � � -_ � � rn - ��� � �,� A '� +40 �, . �-:_� , �i - �� � = , _� � , ,, -�- r, :.. �- p �-� � R� , � � �l � -- •� '� Z � ., .`O � C _ � / ' _ ----- --- t0 \ , . � � � �, , � m , I / � , ;� - , 13 - , _ - - ,, � � = ' � - �' s ��2'S5. 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Y� DB 15277 50.00 LT _,_ T 87 , PG 836 �OOTEDB�1800�PG 8��UOTEN�;TIM � �,� 09 ��, �� GI ��'�� �� �� �� ' , � . �:;i:�=, 02 .�G� �� � � %� i � - � GRADE T0 �� DRAIN�� SPECIAL CUT DITCH 32.44 _ L , \ �p ' ,, , � , �5 R � _ BI� 1976 PG 119 � � +�abr.0o �r - � \ �L_ � , - _ _ � w �� � �� SEE DETAIL 4B +4 00 -L- ; _ 153.00 LT � � � , ,� �X� �v�� � PRO , -\� ,,� -" -- 0/S - . � ;:. P.47„ � ` =' \ - , = �ROP.` _ _ `_ r FE CE C . _ ,.` ., �` ; \ � , � - � -- 301 � � .0� -L-.' ' � E � ` A � �, .� :_, _� _ � �;����� ,- �_ , �, - ,. � _______ _____ ------------- � ___ _-- - �'�� , � L �_ _ -; s, `� , ' + _ -� _ Q � r, , 5 00 L C( 27) ', , �;' o • � � , ` ' � � � ,,,`�, , ;-\ � - 174.00 T- ----` --- 177.00'L ; -=r -_ � �� o _ _ - - , - _ _ . - = _ - - , . � , C � - - �-r _.___ �- 1 ; , � � N a�K3 49� - , _ - - � � C,, = �,r + .00 -L-` +'65.00 -L- IN���MAN JR, MOSE B \ , � - � 293. ; - � � _REMovE_ �� 1, v ,,, � , , NC DEPARTMENT & ISE'MAN. MARTHA D � T , -- , ---� , -�- � � � � ,�. _ -- NC DEPARTMENT , ,, .00 _ - ' \ ,' ,, �- ` m __ , , �r �5a.00 LT pF TRANSPORTATION D6 4185 PG 001 00 � �, � ___------ --------- 4 ��, � � - � + � � OF TRAI�SF � � L I - - - - - - - - - - - - - , �i -,�, � ' \ `', ' - � � DB 116 9 PG 1282�N , 43 ,_ DB� _ BM- 1987 PG 836 1 � ---- MCKIN�IEcY�, OUGLAS M _ , BM 11Q04 PG 1488 r � , -- , , '� � -�_ , 2GI � �-� � ,��� �- �. 36 � -- X�� �'� � � � 03 �29' E& MCKI�I�Y KIMBERLY P � 39 ��1 � BM 1987 PG 836 ��� _ , 1987 PG 8 , - - ' � E� � 5 � END ��ID�GE n a � � �� � aoz m, , , �,, � � 2G1 N ��3 p' DB 3032 G 968 � - - � \ �� 3015 ' � - � _ \ , 15" RCP-III . 2G1 � � � ' '! I �� � 1 I ; PROP, GUARDRAIL GREU TL-3 22.0 %lO ' ST Ae l7 f��o6� �` ' - - � �� BM 1976 G 119 � '�'�, 0 �n N� - I,L,F, n � 5 g��556� O•6�, ,.� N3 o i � � ,, � � � \ R - � ', ,\ � �� �, s �, � NC DEPARTMEANT j O N O n oo' � , ._ - � � ,,: - ' , ,, \ � � `_ . D � � � � ' I � � N _ O � �� � , , . � - � � � � � � QRT TLO . � �o• v� � � \ �� � - _ OF. DB 808 P� 1131 �� . � . , ,, � �, � � � 15 � Q . -� _ � Z' � � �ri � " '�, �-- i � ��� ��'� ' - ,_ �k�- � � �i�� ,;�i� BM 1987 PG 836' ��.�,` lii � O � 5 � � ��� - - � � �� - - � � - ��, �� , �_ _-_ - _ - � W l� W Z � , � � Z � , �� � ; , .. ,, �„ �� ��� `' � `� W \29 � ; .. i . � �� .� �' � -- (� � � _ a � � , 1,, ' N \ 00 00 PROP. GU/DERAIL O f O N �� ��_ �� 014 .� 'J� fOO PROP. GUID R l� ; i� i �� 02 2 G I I i � - - . v �_� � � � - � � � , W � , '/ , ` , - _ - 2G1 , W 2�i-a 36 Rc -iii 40 00.7 E , � oib . _ --- 02 - - - � � - � ' il� I 7� 40 -00. , _ � . -� Fs S � �' Z „ � � � , � . M _ , � _ , _ _ Z 2GI-A ;: , i � „ M � �� � n J � N� �O 2G1 A 00 36 RCP-III `-__, - ', - 2GI-A � : ; -_ � ' `n ' ; � 5. � __ . �f� - -- - -- i! I�, I � J Q ;_ ; - , � �� � � � � _. . Z � � � , V 36" RCP-III w -$ �` � � � I � � _ Vi ,_ - , - , � , :,%� �� IN , �� ���. �� �C DEPARTMENT ' , , � _ , - V � �' � . � �J � � EN JR� B �3159 P �I ARREN, BETTY 0 - . .� � � �', , � . � � �,`, � � OF TRA SPORTATI01� ' �- .r - �';'��� : � �:, ;; `,�-_ -;F-- � ��'�_ - - � I -� _ - _ � B�VI 1976 PG 119 5�' _- o_,. _� _ ��,,, � �, � �� � � � ; DB 93�2 PG 1061 � _ _ �;; ��C� z � i �I �j � �����` � I J I �,. � � � 8�•�3 0 � . � � - 'y_ ', � ' � 1 � 3 BM 1987 PG 836 � � ,��'� o ' ��' X � ,_ �, � . - - � � � � � � �� �� � ,�� - �-1 �, H 5 � � _� � I g : � CAT-1 00 � C � , ''` ;�_ � � � ��� �G� �� �� , _ �Br _ � � \ � � 019 � 2GI 300 PR�P. GU,�RDRAIL „ [ � ���,� � � C' _ -' _ - -'� ; _- . ,, � l fi _`� ; , G U TL 3 . � ---- � � i�� _- - � - -- - � � _ 15 RCP-III � � � � � ��, _ _ z�� z�� �v�'' -' B��- `l BRIL�GE ' � " � , '`,`'��, �, �' � , ,, � �� 4 &coo�EMAN�susA � __ ;` � ��� � _-� � " � �_ �� oo -� � ��, _ __ � , � G,N -� �CaT �fa. �.3+28.66 ,-r ; � �j N , , ��'� z�i - - - l0 S , f 1085 ,� ,� , ��' - - _��_ Y TAatS / o �� � _ � F - _- C _ _ 00 - _ - - - - - - - - � _ - , � `'' , ` �-- 15" RCP��I POT_ Std�e �6f4�.9% `� BM Ig87 PG 836 � t;�;'..: F�029 � � - � � DB 4'�55 PG_33� 2G1 �'� N� I � �- ��.��� - 1 __ --c _ -.�_-_-- �_�P ,� ,� _ �__74354�.47 � N, 02 ; , ; y . , , � � � � �' � _ SB�+50 1 "rJ' N N � _ ----/�� � _ _ -------- --`9 �_ ,�- � NC DEPARTME T OF TRANSPORTATIO �\\ 0�8 __ , DB 11691 PG 1628 ` • \ �'` y � ` -_---- - - -- - °�� �°� BEGIN ����VO�SE171/ALL (28� o � BM 1976 PG 119 / � C------------ ti`� Wl� FENCE _ :° c� � �. 0. ' I '� ;, _ _ � � 3 s a` C ,, „ C _ „ . , ,- , 2G PROP. NOISEWALL (28) � o " ' / � R - C PROP. 47 � L- ST e 37 f23e7 N �v o W � �' _ �, a � - ,_-- . - A � � � R,w _ , o� � 21�� , � ' , _, - , 136 �� - � � ��� � � ,, i � ,� ,� o +53.00 -L- - �s���` �� PRIOR CON UCTION CO INC y 153.00' RT �X , - � • O - T / 1 � ,''N, ``, \' ,� \� 162�00' RT � + 65 00' RT -- � , _ < < ' . � , ---- N ED FOUND � �,, , �� , / " ,. � � ¢. ' t3� -', .' D ST�2 TONP �P � � � � % , M +77.00 -L- �. �- ' � � � , �>� � ,�. _ '�- � ��' � �� �� 39• E ' ,- _ ��, N � �z ���,� �� r� � � -� ���., 167:(}0;' RT � q,� ELL SITE c� CLASS B RIP RAP �� � : � � � � B' '� ` ' , o EST 7 SY �� 81 � � � � �6 � N �/' ; � - ��. ��- �/ gM 1979 PG 716 i � �', __�.��` :.�, �� �� � , �;. �.� EGI��BG -� �'V � S � 7�� � � °� �- .. - � i-i� - .. -,� - _. -.-, _ � ��- `' � � ,.-�' �- � � V �� o - � :' A �� - . -. � ��, �-- -- ---------- � � �' �' � , � _ - __ - , � , , t3� , � _� �{ SBG �` _ •� N ; �, _ '' � "` '�-i EST 2 TONS � � , • � - GEOTE ILE , _ � �� � _ I I ,r � �, �b �' _ -� �r , -- � - , ,_ , - a� „ '` �� S &ITH WILLIAM EL�yO�OD � - � � � � y_, ��� E R� � 1 �5-� �; � � '�;.� � ��$ }��3 �Q�J � `�� MILLS. WILLIE B EST 7 SY GEOTEXTILE �� LATERAL V DITCH � � � �° : � � � �, x�sT�N� w - � Q � � �, , ,R1 ' � � �-� - _ ' .:�-=- �� 56 ��G 4� � � � � ��� & MILLS. � EVA L � �8 ,. � � W/CLASS I RIP RA� - / _._ - , " - � �I , , , , , \ SPECIAL LATERAL � BI� 1987 PG 836 ` � � ' � DB 4496 PG 29 SEE DETAIL 23B -- - - _ , _-, ' , �', & SAMJLAGIC, M S� DA �', � � `` ' �'�\\ \' � CLA SCB R P/ RAP ` �-' ` ! _ � ,; BM 1987 PG 83�'ii ,, ? , " , / � ' ' � " - - DB 10888 PG 2749� � -,� � ` '� -" \ . SEE DFTAIL 8B ; BOWSER, MARIA R F,. . R _ �.� .� b „__ , �' ' i PRO� �4�,� Y 0-FL�VG�E : o BM I 1987 PG 836 m a6✓� i w 7.45 -YlOA- �. � �- � BM 1976 PG 11�9 Z 1 7p 2g 5a � _ �. ',, � � �' _' � �'�� 50.00' LT� � � � �, _ � � � , �. �0.00'_RT �� - o `�• - � �g'g� ^� ` _ , � 1 , � � `_ _ �' � • � � � �. F F +3�.00 -Y10-', " 5�� . B�+�IN UA ,-- � � C _ : `� ' �'' D N - � � � � � �� � ���. � . ', ` � ' � - - _ 2 - - - - _ _ _ � - _ � _ C � BEGIN �C/T '" R �1 �� 6 , BEGIN FENCE-�� � -- r,, �8' - � O l' ��- � ' - +-_ _' � � } c^ \36� 5a• E PALLADI� r o _-�--- �.Ze' � BEGIN E 5 86 - �v & PALLAD _�� j A I \ - y � R�v � $a � . ��` , 4 F , , , " , � . ` . -YIOA- POT';, Sto. 20+43.05 28 : _ � � BM i� � N - �c; � / `� � � 5 5� ,\ °�,. o _ E a 2• Z � , - � , '� � ,� _ - , = _ _ 6'� - � ��- F� �-� , � M , ' , 6�" �' �� -Yl0 - POT Sta.12+8/.6/ 62.2? , T5'29' ^�°� N - - c!� , , o . 3 / � � F \ � � �- - - - -- - - - - - `-n - -^ � \ �'-� o ` � = 89����4.24�� ' S 8`'�2a��2 . .1 : . - ', UREY�BA5511 PG 001 LE _ 3 __ -r , _ , - � `, A � � �R�� � � � � - -- o �° _ � - ��g�� � � � � - - � � �, ,' �� � , � -- a5�g'\2' � � -� � _ � _ BM 1987 PG 836 - � ; o . � � � � � S J �' " 8 � � �� �� �� � � � S 8% 2 ' a0:0" E - - � cI� � R � � \ o \ �3.�. __ YIOA � _ � �� � � � � � � � � , �� � �� ��, , V �/ � ' ,', f' Pl Sta 16+34.32 �� Pl Sto 19+47.93 � � ��� ,. ��� - - � � � , �P ���____ ,_. .-� r� 160 I�i X ____ -- NE�y AN, KE��iE &' �- 36 57 23.7 (RT) �= 35° 4/' 23.7" lLT) �� PRIOR CONSTRUCTION CO INC ._GRISEL. BRYAN & GRISEL. CANDACE /�� T�PE �� ,, �P NE�►�A,�N P OH,?N � 6 0= %° ,38' 22.�" D_ 22° 55' �J�.9" DB 2304 PG 320 - R , L 483.76 L 155.73 B� 1979 PG 716 ��; DB 13196 PG 1903 � 5� � R � , 2 T= 250.6,3� T= 80.48� ��9 ��YIOA- PRC Sta. 18+67.45 S 83p3 g� �� ` ��� 5$ R= 750.00' R= 250.00' +32.92 -Y10- `NE SN �.�0 SE = NC SE = 0.03 138 0 o PRIOR CONSTRUCTION CO INC +68�250.00�RT 161 50.00' LT �� � O n N� DB 2304 PG 320 LONJ, MARY C/aMILLQ ��� '` P�� '� � m BM 1979 PG 716 DB ? PG ? ��0� S � PAV ED SHOULDER I SEE SHEET S 28 -35 T HRU 2B -36 FOR SEE SHEET 80 FOR -L - PROF/LE DRAINAGE DET AILS SEE SHEET ll3 FOR -Yl0 - PROF/LE SEE SHEET 28-30 FOR BR/DGE SKETCH SEE SHEET ll3 FOR -YIOA- PROF/LE c rn � M i _ N d �I 0 � i N � �N r� o. �� � W o� �A tim ,N p N N Z. -L- Pls Sta 388+02.52 Pl Sta 400+67.4/ Pls Sta 4/2+86.04 �6s = 2° ll' 14.4" �= 28° 07' 3/.0" �RT) 9s = 2° ll' 14.4„ Ls = 350.00' D= l° l4' S9.7" Ls = 350.00' LT = 233.35' L= 2,250.19' LT = 233.35' ST = 116.68' T= l,148.24' ST = 116.68' R = 4,584.00' SE = 0.05 n LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 NC FIRM LICENSE No: F-1148 1151 SE Cary Parkway ECOLOGICAL Cary, NC 29518 �� ENGINEERING (919) ss�-o9z9 PROJECT REFERENCE NO. SHEET NO. R-2 721 31 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ����������� ����V � ID� N�{9T iilS� R�ff$ ��NS�1E8U�'fl'][�N � � � DOCUMENT NOT CONSIDERED FINAL ANN I POND SHALL BE DRAINED IN ACCORDANCE WITH `� THE "POND DRAINAGE PLAN REQUIREMENT" SPECIAL UNLESS ALL SIGNATURES COMPLETED PROVISION. POND MUCK SHALL BE REMOVED TO � A DEPTH DETERMINED BY THE ENGINEER AND C� DISPOSED OF IN ACCORDANCE WITH THE "WASTE CA +77.47 -L� � AND BORROW SOURCES" SPECIAL PROVISION. + .47 - � N 521.79- rcy/ - PAVED SHOULDER R E M O V E D M U C K S H A L L B E R E P L A C E D W I T H A ` I� SUITABLE MATERIAL APPROVED BY THE ENGINEER S 6 5 2 1 L T f �� 1,�, C T O S UPP ORT THE I N STAL L A TI O N OF PR OP O SED � ` - ` � R I P P L I N E D H A E L ' a' � � J' 2 Z �� F � R A C N N S. a� a, �/ \ in O _� � N � �, �� � �-' /Ll i • � O y.-� �S . i� � ` � o -.,�, r� + b. o o -�- D o � m � 77.00'LT ''�• ;�� I 69°38'35' ��� gti � �36� . � � `� N � NF 6 , �, � 259.11' STANDARD BASE DITCH riy S \ '� S a 35�' 9 �S +442.00' LT SEE DETAIL 34B / S`L , I / +47.00 -L- E SLOPE = 3•1% 163 MORIN, ND ryF��, � 5. +ob.00 ,-�_ / 424.00' LT DDE = XX CY \ _,� E _ - � , I / 477.00 LT �,� � �.- E �� -- -- S� ORR, PATRICIA G ,-- 166 � S� �� DB 15426 PG 1785 u► �' POND TO ' � BM 1987 PG 836 �RA� 6�- �S I . � u'. � +39.00 -�- � _ ATKINS. STEVEN A ` � 383.00' �7 � s �y� ��� `��� � & ATKINS, JOHN LEE II � m �, � ` ' � u . . 3�- � � DB 11911 PG 768 � �� � � � s, . �� ' _ o � ��o�'� I ' I -�\ : `, _ GUZMAN� ORLAND +87.48 -L- BM 1981 PG 831 ; �L�� � �_ _ � � O 1 � O I ; � I u � I \ � �F - r � _ MQN, MQ • __ �S 372.18' LT � , � � �� � �� � _ � ,'1 � � � � `� � ���� , t - ,- � � - &� GUZ DE E R �o � � . , 5 �. _ � ��`���• _% �� , �� , ; � ,_ - � _ OND TO BE � - ���v'=> �-� - �;�� �, � = �-` � �� ii34z P 594 a, � � I � � ,. � ,� _ �, � _: � ? �� � �� �, � �-� � 1NED �;.�_ =����/ � -� ,- � t� � _ 4i s �-,a� F � �� P � , - -�� � - � � � - - � �� � � � DRA � �s = � � � - � - - � ,_ _ 1� `� � V ` � �� � �� � � � � �- `r ` ; ���, ";' � �,.��._ �: / o � CO�ATS , LENN R - _ � �S ' � , � � __ � �- �, , �� � � -\/ +337�.50' LT W , :�::`- - � KQREN � N 8g���� � � 6 y � � , ` 'f ti � L &COATS, - _ , � _ � � � - DB 6547_ PG 14 +30.45 -L- ��_, �� _ - � � � � � � � 303.29' LT 6��' I o i � , ��_ BM 1994 �G I��q• i I GR _� " �^ 'v' o ' I r- ' 6� , ___ ATKINS. STEVEN A FIRST 100' = 4.2% SLOPE R AIN i $ 56 �s & ATKINS, JOHN LEE II � 1 � � '' �� P � '_ - � � _ m o _, -�-+ 2 .� � � � S �� � ' DB 14865 PG 771 � C` 1 o m � - ,' �, �. 1 ' ,-, 263.29 LT BM 1590 PG 99 ,� . ,��/ � __ _ 3 .5� - - PASSNER, z - LAURA LYNNE �r� � 64, 4` � � � i DB 16386 PG 2781 �� � � � � w<; BM 1987 PG 836 ' ��`z;� ��� � RICE DA ID A& RICE DA IELLE ' o� STANDARD BASE DITCH - �� � 1� ' � ;,> > � l ' . V . NN � �- � �� �v � .-� _ � , , �� � -�yll ��' `��,�5�:-��\ DB 10441 PG 2270 � 6, �� SEE DETAIL 316 /,�� / i S 69°00'48' E f;, "' `' �;_, �� SLOPE = 1.5% \ BM 1994 PG 1241 / ,. `j 393.22' �,� , � • SPECIAL LATERAL BASE DITCH DDE = XX CY _� � + 97.00 -L- , r-, + 55.83 -L- F` � W/CLASS B RI P RAP �- 149 ^ EX P�L ��� 193.83' LT � SEE DETAIL 32B � �9 LATERAL BASE DITCH �, � �- � � S P E C I A L C U T D I T C H S P E C I A L L A T E R A L ' V' D I T C H � R U T H E R F O R D E A L A. �'�. '�' �s�� 'o � EE DETAIL 65B W/CLASS B RIP RAP - W/CLASS B RIP RAP -I S o � w�' % s _ ;' SEE DETAIL 9B - -L SC StO. 389+19.�7 SEE DETAIL 57B � ,N , , , & RUTHERFORD, JOY 'E. o s ` •, � +7 .00 -�- � DB 15277 PG 1211 � �o-`�s� ���- s ;�� � �� �- � � _ ' _ . � �� - '� � _ _ - �,s 161.00' LT � tcr N + 163 61' LT + 60.11 -L- + 74.00 -L- - �u BM 1987 PG 836 i 96�1 ?+ 45�00 LT - + 1 .17 -L- C + 40.00 -L- SPECIAL CUT' DITCH a � 141.40' LT � �� ' 3110 137.00' LT 154.83' LT � ��� � � D - EX PiL S E E D E T A I L 6 5 B .. C CHORD -. � C A � �� � -_- _ W �' '' � ��P - A 3114 C OSPECIAL CUT -- 106-'-__ ; AZ`E � -_- ------ -------- � �.v -- -- ---- C � DITCH �� 2GI �� a9°��� � C HW - --- --------____ `�.i�!� � ----- � _ SEE DETAIL 65B � 310 � -�' -, - �N ���5� - --- F F ------.�� 3115 3116 �- + - - '' - _ - �. Mw _ _ _ _ _ - ,' ,�� s�2. , ��� � -L- TS Sta. 385+6 PROPe NoisEwA« r2�� F ��� „ � ' - � _ _ - - - _ � � � •i �= 58�3 � TYPE B-77 N -� 18 � g', 7T°25`53' E � OL �= �s,, a`�° � / PE � �� e GU 2G1 M `�, 428.36 N� CAT-� PE- 15 RCP-N �� / � 50e1 i � 2GI � ` J _ a NT OF TRA POR'�1 ��1 G� 3�7s � � o o GQ' o � ����� �� � � . o � � - , I I " `? � � c� o � � � \ - � _ �� � .� �,,� � �� �` �Qi �� I N B 1987 PGJ836 � � � � � �� � �� , .- � ,.a•� � N _ W � �„) O � � . � o $�31. E `� n � o ' ,,- , . . � J I� - �S ,,, , �, � S 8g5q3��� � _ � �✓ � � . � ,- s 3,,, 390+00 , �u O � W O o . 3 +0 N� M �N - PROP. GUIDERAIL _ '' � FS 2G1 � , � � PROP. GUIDERAIL = -�- - , � _, �e � ti + C� ` _ _ _ � � � 380 00 _ ' N � / _ S 7l° 40' 00.7�� E;, FS ��� o m � � � o N� o W O` W � ` �N -�,_�� � , � M W E O �„ . r _ Z . �� . � �. � � � - ' � �'- � o o �� o o �v 2 0 � � v �V J _ . . _ . i%i � - �- '1, � a2 1 � � �S = I- W � � SPECIAL LATERAL �-o . -. � � I N �, ��/ Vi ' . � V DITCH 2, ' _ � o 'p3 _ ����� '� '' U y � '' ', � '� � W/RIP RAP � � � 310 Iv� � � J ,�� � SEE DETAIL 8B � 103 2G1 , o SINGLE FACE = T1'PE B- 7 2GI-A 5 RCP-IV 3112_� _ - I , 18' RCP-III � TYPE B-77 CAT-1 � -- - _ JS 1 6�' I � � � / , � i' ,_ _ -F - - '�� - - - �GI-A � ' 30" � �- 150e1 PPOPeN01SEWALL l28) 2G1 � _ PROP, GUARDRAIL 4�� � ,� l � + 87.00 �C- 3110 �� FS 15" --- 1 �� 104 ___------ 105- � \ m � _ �i `_ _--�8---- � ,. � � _ , 2G1- •AO'p6, . Cv� A Q _ _ - > a'34 R 5 � < � -- $ -- ____ ]09 -„ ! C, - 18 81 �5' 30„ L �� 2G1 F ,�'� . ' - � 1NiELBOWS S 'l�6' . _ - � i - ,- - ,- F � \ i i i .:_ , C , . C --- ` � � - \ � s , : 3101 � '; ENERGY DISSIPATOR BASIN / ^ ^ ` - � f'R�p N��SE q \ \ � C > +�5.00 -�- _ � � << �28� __ 0�� 166.28' RT ~ SPECIAL CUT DITCH -- __ O i - - _ + 88.00 L -9 o - 11 . - ; I +7 .00 -L167.84' RT ' � + �`� 3 6 28 SEE DETAIL 46 168.00' RT I ' \ 160 0' RT � + 19.17 -L- D C �-� � ���� , W TOE PROTECTION � � � � � _ -- � ` p SEE DETAIL 1B � + 9.00 -L- +6 .17 -L- ; - '�8 - - 150.00' RT � 113 < < C - Q + 67 88' RT-� v P F- +17.00 i- 198.00 RT , PIPE OUTLET CHANNEL ,1 '� �E 165.52' RT � �, 161.00 R,� STABILiZATION LATERAL BASE DITCH +15.00 -L- ~ � 1�C� SPECIAL CUT rn +88A �75.0 - `L-' / �� �F � / SEE DETAIL 24B SEE DETAIL 3�B 191.94' RT DITCH �-�- 185.00 R 2 �1��- MILLS� INILLIE B SEE DETAIL 4B 185.00' RT 8 SLOPE = 8.0% T�E +216 00' R & MILLS. EVA L; +44. -L- TDE T� -� +1 . 0-L- � � EST DDE,' L ? CY TDE SPECIAL LATERAL BASE DITCH � 6H DB 4496 PG 2:` 210.00' RT � 210. ' RT � �r� f ti TQ� TpE SEE DETAIL 35B BM 1987 6 1 6 - � y �____ - JS ` SEE DETAIL�I37B WOODARD� DAVID LAMONT & BAILEY, PEGGIE �y00DARD 6°2a�5a' � ATKINS STEVEN A - � / , � ' �� -- > I +5 '.00 -L- ; . -�_ . -,_,_: ,__ DB 4123 PG 797 /\\9.E -- 2.00' RT � BM 2006 PG III � & ATKINS, JOHN LEE II � g3 g � � � � I 24 , BM 2001PG 23 / _, � , DB 14865 PG 771 , � , . . P � - DB 1590 PG 99 � _\/ 4 v> �1 B� I I�L .�.�' � ... JI _ SEE SHEET 8/ FOR -L- PROFILE SEE SHEETS 28-35 THRU 2B-36 FOR DRAINAGE DET AILS M � O W � W � _ �' t/� � W M z _ � V � ~ J � � �s = 2° //' /4.4„ Ls = 350.00' LT = 233.35' ST = 116.68' �= 28° 07' 3/.0" (RT J 6s = 2° ll' 14.4" D= l° l4' 59.7" Ls = 350.00' L = 2,250.19' LT = 233.35' T = l,148.24' ST = 116.68' R = 4,584.00' SE = 0.05 _vii_ 0= 28° 52' 04.0" (RT ) 0= 46° 49' 0/.8" (LT ) D= 6° 52' 4/.7" D= 6° 52' 4/.7" L = 4/9.70' L = 680.66' T = 2/4.40' T = 360.62' R = 833.00' R = 833.00' SE = 0.06 SE = 0.06 �OODARD, DAVID LAMONT & BAILEY. PEGGIE WOODARD DB 4123 PG 797 BM 2006 PG III BI� 2001 PG 23 ATKINS� STEVEN A & ATKINS, JOHN LEE II DB 14865 PG 771 DB 1590 PG 99 PERKINS, ALTHEA W & PERKINS, TIMOTHY L DB 11828 PG 191 BM 2006 PG III '� �ILLIAMS. CATHERINE HEIRS — BM 979 PG U261 � , - �• , , -- , ' 0.00' LT END C/A �' +� END FENCE ��� ,�� ` � � � � �, �, _ � � i ��> � ,�� � - � � � --- � � - .1�1 i � t� �� � / � � �� . , ���_r' � - ' --- , .,____ --- - -I �, -- _ W - `� � - �yILLIAMS, J W HEIRS DB 1000 PG 001 BM 1979 PG 261 �,��,� , -, � � - -, _ -" o m / 4 � �, � m — + 35.00- —Y11— 75_Ub' LT BEGIN C/A �� �; � �BEGIN FENCE �' ,�. \ - << � � �i - ,,, `'� ;� ,- �, ,, � / �� �� / �J ; �' ���- / �/ � �- � � j , �IILLIAMS. KINSTON D& WILLIAMS, EULA M DB 15904 PG 293 BM 1989 PG 1244 MATCHLINE SHEET 60 -Yl l- STA 2 5+ 00 . 40 ►�ATCHLINE SHEET 58 Yll- STA 16 + 00.00 � � s� -', � ��' r,, � ��'y � - � , FOREDET �UR ��DED I� -- � �, � � � ENNIS & ATKINS NURSERY ' � DB 4263 PG 438 � �� , � � ����� ;o no _vii_ . . .. +52.54 -Y11DET- � 40.00' RT � ENNIS. TERRY LANE DB 8209 PG 1288 BEGIrfv C/A BEGIN FENCE W �� �ASEMENT NEEDED FOR DETOUR � �� �', �, � � s`:�z �,v_' � � EST XX TONS EST XX SY GEOTEXTILE ENNIS. TERRY LANE DB 8209 PG 1288 _ M M O W O W O _ -)- � � W 0 z � � = Q � y � � � c � i � POND SHALL BE DRAINED IN ACCORDANCE WITH - THE "POND DRAINAGE PLAN REQUIREMENT" SPECIAL PROVISION. POND MUCK SHALL BE REMOVED TO A DEPTH DETERMINED BY THE ENGINEER AND DISPOSED OF IN ACCORDANCE WITH THE "WASTE AND BORROW SOURCES" SPECIAL PROVISION. REMOVED MUCK SHALL BE REPLACED WITH A SUITABLE MATERIAL APPROVED BY THE ENGINEER 171 TO SUPPORT THE INSTALLATION OF PROPOSED RIP RAP LINED CHANNELS. ENNis & ATKINS NURSERY DB 4263 PG 438 �� � � _` � �, / ,, � � \ � � �� \ / / � � � i ,;�j � � �, \ / � �! `r' �� �'3 � \ \� � � �, �, � � / � i �'��� � w' c^•� ��, � i �� �; t Y� �� ��, W ��s V � � � � � ' ��' �,� ,` � � _ � �' � �� l `' �, �� � -- � ��� �j. �; -� ,�\ i� � �r� _ �� i � � � ( :: � �3 � � �_�' U r` � �, � � ` �,_� � - � � � � ��.� � � � �� - � � � � �'� �L, � �� `� �'' - CLASS B RIP RAP / : EST 2 TON ` I I EST 7 SY G�OTEXTI � _ I I _ $�ANDARD -'V' �ITCH �1�_� SEE DETAIL 4'2B `'��� �f `� ci noG — n nz� Gr�cr � SPECIAL CUT DITCH � SEE DETAIL 436 � ,_ � . � N � M � W � W � _ + t!� � _ W � z J Q = N V ~ J � I ✓ ENNis. JOSEPH LEO ESTAXXTToNs & ENN�S. Y�ONNE GOy�ER DB 6436 PG 436 Nc —. �---- GLASS I RIP RAP Jy/ G�OTEXTILE (TYP) i HICK ESS = 1.5' � � � � 2+86 0 \ ' /4.4" � nn� � INLET DETAIL OUTLET DETAIL NTs - I� 7' x 8' RCBC NTS �I � 7' x 8' RCBC � NG ExCAVATIQN� - EST 7 TONS ��� � � � � _ � n� LASS II RIP RAP ��� � ` / G OTEXTILE (TYP) LASS I RIP RAP HICK�ESS = 2' �i/ G�OTEXTILE (TYP) HICK ESS = 1,5' ---__�� - LASS II RIP RAP �/ GEOTEXTILE (TYP) I HICKNESS = 2' FIRST 55'- SLOPE= 0.061 FTiFT STANDARD BASE DITCH SEE DETAIL 47B SLOPE = 0.0045 FTiFT EST = DDE EST = TONS EST = GEOTEXTILE POND TO BE ENNis. JOSEPH LEO & ENN�S. Y�ONNE GO�yER DB 6436 PG 436 �' �'\ �' \ � �-� ' 1 i � � i ' �' � � \ \ \l' .,,, � `7' I / �Q ���i0 � C9 ��° � � S \ \ � \ ARNOLD.I�INIFRED �y ��.�� BM 2008 PG 492 8EGI11t C011�STR UCTI01� ,12A— STA. lO "I" �O.00 � SPECIAL CUT DITCH SEE SHEET S 2B -35 T HRU 2B -36 FOR SEE SHEET 82 FOR -L - PROFILE DRAINAGE DETAILS SEE SHEET ll5 FOR -Yl2A- PROFILE �i� M � M � ~ O w � _ -� N O W � Z J = F"" VN F-- � < �� 178 ARpBLD��NP�R 5D�� BI� 2008 PG 1492 STANDARD BASE DITCH W/CLASS I RIP RAP SEE DETAIL 27B SLOPE = 0.036 FTiFT EST = DDE ��T rr.�ir 179 BEAVERS. �IAYNE M BM 002 PG U2 4 TOE PROTECTION SEE DETAIL 1B nr� VVILCI �.nr�i�i�a JIMDILIL/111VIV SEE DETAIL 48B SLOPE = 2.0% EST DDE _ ? CY LD. �NIFRED W 133 PG 540 2008 PG 1492 -L- Pl Sta 47/ +40.05 0= 42° 49' S9.0" lLT) D = 0' 28' 22.6" L = 9,056.9/' T = 4,75/.85' R = l2,1/5.00' SE = 0.02 180 BEAVERS. WAYNE M NO DEED FOUND QI„I iaoa cr_ in�c ARNOLD,� WINIFRED� � ,�' \ B�I 2008 PG �1492�y -Yl2A- Pl Sta 25+ 9.77 �= 33° 39' 18.5" lLT) D = 22" 55' 05.9" L = 146.85' T = 75.6/' R = 250.00' SE = 0.02 1c,•�'r A°' � ��� 181 or A vr�c �I� A vl,ir 1/ oM i�o� rv iv�� BM 2008 PG 1492 BEAVERS. WAYNE M NO DEED FOUND � PAV ED SHOULDER `r' o M � W � W � _ + N M 'W � Z J Q UN F- � � J �/ 88 0'BRYANT, PATRICK C& 0'BRYANT. HUBERT A DB 12406 PG 418 BM 2008 PG 1492 SEE SHEET 82 FOR -L - PROFILE SEE SHEET ll5 FOR -Yl2A- PROFILE SEE SHEET S 2B -35 T HRU 2B -36 FOR DRAINAGE DET AILS �i� STANDARD BASE DITCH SEE DETAIL 16B SLOPE = 0.09 FTiFT EST DDE = XX CY 410 BANKS FAMILY FARM LI DB 14347 PG 01351 BoM 'B' PG 10 E1�D C01�STR UCTI01� 'Y12A- STA. 26 + 62.98 CTA\1�1AI11'1 I\// 1'11T!"LJ 4f�D� BASE DITCH fAIL 52B = 0.004 FTiFT E = XX CY �_ Sta. 18+87.33 Sta. 26+75.76 W/CLASS B RIP RAP SEE DETAIL 16B . . —Y/2— Pl Sta 11+63.90 �= 8° 3/' 18.7° lRT) D = 3° 22' 13.2" L = 252.85' T = 126.66' R = 1,700.00' SE = NC —Y/2— Pl Sta l4+1/.l7 � _ l0° 28' S4.7" (RT) D = 4° 20' 26.1" L = 24/.49' T = l2/.08' R = 1,320.00' SE = NC BANKS FAMILY FARM LLC DB 14�47 PG 01351 Bo 'B' PG 10 —L— Pl Sta 47/+40.05 � = 42° 49' 59.0" (LT) D = 0° 28' 22.6" L = 9,056.9/' T = 4,75/.85' R = l2,1/5.00' SE = 0.02 ROGERS, PATRICK THOMAS & ROGERS, DEBORAH �ILLIAMS DB 13785 PG 1181 BM 1989 PG 763 BANKS FAMILY FARM LLC DB 14347 PG 01351 \ \ \ \ �::r--.-- 2 � ��JS ��,__-, �i� .� ,o� ���� titi S y�1. SEARS, NANCY S _ ..�.�.. ,.,,�.. „ -L- Pl Sta 47/+40.05 �= 42° 49' 59.0" lLT) D = 0° 28' 22.6" L = 9,056.9/' T = 4,75/.85' R = l2,1/5.00' SE = 0.02 Pls Sta l0 +33.33 �s = 0° l4' 06.3" Ls = 100.00' LT = 66.67' ST = 33.33' -i - on� c+„ �f�nicQ �c- -Yl3RPB- Pls Sta 10+82.83 Pl Sta 13+62.24 Pls Sta 16+30.55 �s = 0° l9' S8.8" 0=% l5' S9.4" lLT) �s = l° 08' 45.3" �s = l° 08' 45.4" D= l° 38' 13.3" Ls = 140.00' Ls = 140.00' L= 443.88' LT = 93.34' LT = 82.83' T= 222.24' ST = 46.67' ST = 57.18' R = 3,500.00' SE = 0.05 Pls Sta 11+66.67 6s = 0° 30' 03.0" Ls = 100.00' LT = 66.67' ST = 33.33' Pl Sta 14+24.85 � = 4° 30' 08.1" (RT) D = l° 00' 06.0" L = 449.47' T = 224.85' R = 5,720.00' SE = 0.03 Pls Sta 17f29.94 8s = 0° 39' 02.7" �6s = 3° 52' 47.0" Ls = 130.00' LT = 80.47' ST = 49.59' NC DEPARTMENT OF TRANSPORTATION DB 13277 PG 2115 ``� `� ���_____� _� =-=- -�=-=�-- � -�- - - - o _ - - 191 - � ----------- - --- ___- - - - -- -- __- -- s' c� ���-_`��-- _, _ � �' --- ., O d� �_ E _ _ — — — _ — — � — "' — - ;. / __�,-- -- ----�---- - -- � _ __ ---- -- - -- �-�� STEPHENS. HERBERT B � � � _ _ — — — _ _ — � ,- �_, _ - ' DB 3314 PG 85 / . : : , . „ �- - - j' E�i / �—ZZ8 � ` � -- �--- �� � �- _' . �� -- "_ - — -- — - —E� - ,, _�, _, - .-v-- , / _ i -, — , ,- , _�- � -- , . _ _.- - , � � � . � _ _ � � � �WL B / - / _- = - � � � � , -. , �� 2 ' � ' • 8 , , ' � . z . - - / � � �- �--, ,/S - _ , A � �_ _ Z8 � � , ' ' �� � � �_ , _ _ _ �� LB � _ � — _ _� � ,_ — , � _ � � \ , � �_ j _ i � - r-' - - � � _ ._ � � �' � � � , �- -�-J_S ,- � \ / � Z Z8 Z Z8 ,� -- - _ - _ _ r . ; � _ _ _. i_ - - � , -- _ ,_ , �_ — _ - 8 � � =- �s �s 15-�== -� ` � , Z � � -- _ - � - � - � Z Z9 � `'I, / � / \ � �--- ' ^ _ - _ -- _ J L - � , ; � - � \ _; ✓J' _ / /` ,� - _. - - -- -_ Z8 _ _ - - _ _ S �/ , _. , Z8 _ , ,.� � , � , , �:�s _- > > -, ,-_ ' - � �� � = ' � � _ _ _- _ B� /� \ -- - � � _ .� - � '��` . Z � � --% / � � _ " - � �— - - -, _ _ , _ - — _ , , � -� _ � _ � _ - i _ � - � � �� : �-" ', / � � �- , i `,, �z 1 - )S� S;_ , '�S ' �_l�� JS ' - - �� �' , -- . / � '� / , _ � :�S--�S- �- �S � ��� h= JS �` � / / \ . JS / ., ^ - , _ ���\� \ 06- 'I� , _ � PAV ED SHOULDER i �� � r - - ,,\ , \ � .� � � � . CLASS I RIP RAPJ EST 11 TONS EST 22 SY GEOTEXTILE � �s � c _ \ � _ \ `Z _ � \ �� � � � r � ; F_ � ������� � � � -i-- �-` , � '��5�5� �' � , � � \ �� ..-h� -v �� �� �� S 1 � 93 � 0 . �� : �LAGKBURN� ,J�.ANDA B DB 2986 P�s 888 DB 3484 PG 972 BM 1972 PG 78 /� � 1-� -ri�A- L V C:1-1 IV C F[ R-z�zi Pl Sl��n./�v Pls SM lI-F33�5n/ Pl 57a 17t367/ Pls S�a 2J+76b'9 Pls Sia 1Of66b7 Pls 57a l3�ty ` Pl 57a l9t/8 �n Pls 57a w23c+�82/n53` H. W. LOCH NER, INC. RM/ SHEET NO. _'K'FJ �.O�iLTJ eS - O�D��'IV� �= 226'23'38.8'ILTI 9s = 2454'40.4' BS - O� �LE'�IZG� B8 - Z�D'f �.Y �= ZL%��IO.�iLTI B6 - ZY O'f 'IV�f1 _ RALEIGH, NC PL27612 UITE 202 ROADWAY DESIGN H D= 0'28'22b• Bs = 24`55'32.4' D= 2454'40.4' Ls = 200110' Ls = 200.OD' Ls = 200.OU' D= 2454'�i0.4' Ls = 200.OD' --' - (ei9� sn-�iii eNciNeeR i NC License L= 9A5G9Y Ls = 200A0' L= 90880' U= 13418' LT = 13333' LT = 134GB' L= 9/4S4' LT - I�.EB� Number F-0159 T= 4,75/85' LT = 1335Y T= 536T1' ST = 6789' ST = 66b7' ST = 6789' T= 5/8A5' ST = 6789' R = l2✓15.00' S% _ �.li f� _ `��.�� f2 = `��.� _ _ NeiiHMiicr�seNor-iina 5 SECarvParkway ioo.o � ECOLOGICAL ` ""°' SE = OA2 SE _ �.� SE _ �.ilB ENGINGERMG (viel ss� oezn 0 ET 64 C � y��=-5t9 pRELIMINAILY P E��C � � 1 _ M1 NOT USE POR CONSTRU Pls SM !l+6/.32 PISM l6 79 Pls SM 20+9L66 Pls SM 2 t/20/ PlSln �+I722 Mp,TCH1.IN 6�.� 00.0� - - �T _--- ioo.00� T 9s = U34'13.5' 0= 29'52'17e4'(RT1 Bs = 438'442' 6s = l2'3�032' �= 25'43'462'(LT) STP` ioo.00-Rr c �-, o� ' z�� FS- ��� � _ _ _ 1 � C �' - - . �? �e � � .o,pop - - S S . 22�F5 9s - 4' 38'458' D 352' l68 Ls - 240A0' Ls - 290.U1Y D- 1U25 02T 6 Ls - 29QAD' L - 77L6P LT - /60.06' LT = 160.40' L = 246.99' : ` '; ' i � - - � � - TYP. � � � ' g'' � � 2GI m '� �Sp�T � F � C� DOCUMENT NOT CONSIDERF 'nn 01 - SE - 6A7 SE - 0.(i8 � �� �I�� � ' �� � ��� � ST = BEBZ� R = I�.K.aY R - J�J�O.Q�Y ; � � A PE7�Y�B � 1� ,,�,, 1� CB 1 �� 75 FS . . � . �, .. °� . � � �E� \ � � C � O� UNLESS ALL SIGNATURES CC LT - 15I.32' T- 3947q ST =�A5' ST - 8036' T- 125.6P � q _ Y 1 3 R P B- oo. o �� P c � t' s � 4 i �` l S � a � _ N ' o � 2 5 � c\ �. _ _ 1 „ �� '� �a - � w Pls 570 23-f69.8T Pl S�a 26+� Pls S�a 28+8�A1 Pls S�a 3/+53 P! 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E p n � � � \/ I� I�;i.. / 2GI FS � � 0�, '- - , �: - -' ' . __ _.._ _ BZ z _ - - _ _ _ . . � - - - �SfA1TDARD B BE DI1CH Y / / � � _ ' - I __ _. _ _ - . - _ - ._ - _ _ - __ �aoxMa e � cnnow � § i SEE DETAIL 55 � - - - - o����� P P ���E _ „ � � as.oa ei � � � .. � \ c , I 'c V, IN �� � � � � � o, �T-- . i _ - ' EST DDE - � � � - - $PECIAL LATERAL��V'�DITCH \ � , �b --- �;;-- - - - erroNs=zz I� �a i�; _ _ c�y�, ,. . _,.., �_ _�`f _ , � -' �/ \F 1 I --�-.. E MBED�RIPIN P SLOPE = 0.071F7FT �'.+ Y BERM N'DIT Y,,,.. ,. .,: I � Yl3 POT S�O.49�E9ZB .:.�/ - �_ ,. C SEE.'t1EPAIL5 _ � \ ♦ . _ ` sreEv,n'� o � \ \ o o \ \ I y � � � ` 1 � � „ � �'� , I i / 5 . \ Qs 1' i oz 'o' Yl3RPG- PO'� SM. 3!t/236 ,� .� �c esr 90 sv ore �e ,., � O � ,� \ � ! Yl3RPD- POT S7o. 41t29�, �n �� C -_ f�` "��G F�W 0 END CONSTRUCTION __ EST'e To 5 _ . o v SEE DETAIL 38� 1 I , � ��,, / /[/ : _ _ _ \ � � �� . 0 �m 60.00' ' F� O � 77 � c� \ ~ � 7 BDO jy �-, � , �q � 0 � SPKIAL NT DITCH / / � � CH �� . � � � - .;-� . O '� � t F F E � SPECIAL CUT DITCH W O � � � '� �'� SEE DETAIL 198 / � SEE DETAIL 19B .- ' F� �'�' �'-` --- - O , � _ _ . . _ y \' i I 4 - SPECIAL CUT DIT . _ - � + CKBURN 9 :_ _ CLA55 II P � _ -_ _. -� - o . _ + , 2GI-A y I I 1 I w� � � / FS � _ ��� g-_ - ___ __ � Y13A- STA. 35+37.50 5EE oE a �u o �py� / 4 3s U � i �� ��� --- , cn � 2986 �� ep R E5T %% TONS � .. -. o � - �` \ o CB REMOVE SYSTEM . �� , - , ,.-.- k- _ � � � 3/N PG 9T2 � O� Trv E 35.00' RT E5T XX SY / - - � . . ._ - / ' T . � " `cuss s FS \ \ o � , � , � , . � . , � / - / � ... . � - '�`- �. _ :„ � � � ' r - . � -__ -- :;•.. .., �. � o _ _ _ _ 10 - N _ , N� R,w _ i __ e°�1 - : - yy - 1972 Pfi Te i' E ..� _ _.�- _ _ _ -- >- _ i � RIP RAP y � \I i, i 'r 7 ` iC / � �.p i � _ , � �� _ _ _ -, _ _ - _ � � ��„�ai �-�i ': _ _ � � ...-_-_ _ " . _�_ ._ _ ____ �- ��_ Z Q � ESTSTONS o Y � � '1�,��. 1 �i� I 74 ' ,1 N,-_� __ _ _ __ _ ,. � �_ . Q _ _ _ _ t -_ _ . -- _ ,: , _ .' -- � _ - _ _ RET IN_ - , ,, � � _ -'_-� ✓. - - _ --�- -- - -. ..-. = -_ __ . _ . . __ - J ~ �GEOTEXTILE �S I C � � / Td � � te 1 > - ��� -_ � � _ � ^". - -��J 0 0 .:=Y14A-.' _ _ .'�� . N E �- � � ',,�', E �- �� -- y � � � � / � �,I _ -__ - _,- � _ _ .-. -�.6 �1 7L_.r . -,..� � .'-� +07. � RC � .' ',,�', ,' I .., ,_ � / 0'.00'RT .E �� i I � '1� � �-. _.- _ � � �--: - - _-.-- _ - _ _,. ,, . r _. __. _ _ � � p/L � �„ _. _ _. .. � REMOVE� � .}� �, �. ... � / __ -__, . C '� -� � � _ __ -- - 1� .00�-Y14A- YSTEM ,. , J 1 �� :�, � � ,-, :. _ ��2- ._--_ _ __. _-.- -.-_�---- ' .. _:. F cxi wc a;w � _,._ .__ "_.-_ . 0 RT � p . - \� � - � _ h ��� � �� m�_ i-��___ ____y_i -� _ _. _ -. _ _ ._ -_ _ 1 R �,�. 6p.00'RT�. REfA1N S Q . � Q 950' O -. _ / � - i - , - � z@��x Rcsc _ _ �j� � _ c � - - : � 36 - - _ - _ _ - � - - - � � � a_- o r --- /--- F ., ^ "`/j� � \ �- ?� <_ _ __ _- �i - E � ' y _ _ � � -_ ,. � . _ _ _ r � ;:,s. _ _ - ,, ,._ - ,, -M�N, _ ex ww \ h � � / � �" - o _. - � - EN� �� i l- _^� � _ - i' _--- _ - d ._ � ° - - - - PUE - � �- c / o _ �f, L , . � , U - - - - - ' -- - _� - , _ _ �F� so.00� eT ,,, �� - - _ _ , � : - 1 -- _ ,� _ �,_- o,::s�_ 5, _ez-�_ w,� o.00� _ -.,, � �'� � , � - - � - --✓ - . - - . _ _ ,., .-, �, -- _ - - - � - ,�• - - , ,. / n � - -/ - - � � � +30.00 ` � - T se-. - .'- �_ . . _. � _ - - � _ _ _ - � _ � '1� , �, F '� _ ' V c �\ 95.00 er ��o o L � � � ' � ' - - - � - pP�P' a .00., � �� I _t _ � - -- -- /♦ "_ -_ __ __ _ I - -- ' _ -- - - F I .' GHT£SEMEN 'I�,. � � .R . . K` F ",_.'.. � / � � . __ ��---- "1 - i - r` I _ _ � - - - __ _ _ -- E: � - , : e1 � 60.00' LT s ` o \ ,� � - - , , ,`� , _ _ � _ -_ _ .. -- 2Gl �_ _ __ �� ,,. - .,..�. �., - � - :� '',� �.. �:. - -�- • ".:�: � � ..- �.�, �',�REfAIN i . , .. ; . - �U L - � FILL IN SCOUR HOLE . � - .__ - �� �� �. � E - - _- .-�' � � 02 �'''� I . ` � .-.�, r... .� - _ / � �t �,� ... _ - . ...-, , . .. ' � . _l= - - - , r i Y.R D JR�' cuss neiP Rna _ ' ` =°/r 'Q � - . -_- _ - __ oo °� �, 1 ' � / ;, _ �! , _ ' � � - - k, - _ - ' - oz . •. . -Yl3RPD- CS S�a. 39t37A6 � I , � - - .. . ��. o s�e�+ EaseMer,T .. .,, ,, ; � :: �,M�B--PG D01�� � � .. .. . _ .-esr� 3eo toNs �F% - . _ � - --'-- �+. . �� , , _. �'' ',, '�. ° , , � ,- .. 4 ,.._ . ,. � .. ,. 7� r �. r�4'' !� � IIIf - - - •d� .� ,, __, , � e ��' � .. _ p � TEXTILE 6 ., -_ . X __ _._ . , . - ... - „ _. . .. � 74 �1 . , , ., � + 4 :- _ . i�' ... - ,_ ll \; �_ II d ' , � ` -��� 19B6 Po 979� . a+ EST 270 SY GEO: -, `i __- '. . _ ._ _' . _ -_ _ ��- -� - � -.. _ - --- _.; � r.l , � _ . . - - ...�� Ex �"" � „ _ 1 1' � BANK:.STAB ILIYATIO ': - � a m - ,--�_ - - o _� .__ -�-______- ._ . _ - . .�_,- _ _.__.,_- - � - � � . ! r 1_ �.CB , ',I � ',, ., _ . : 11000' LT . \ � >I �'��,-.� I��, N _: --'- - - ,> __..>-._ DI _ _. . .- ' � .. 1 � ..�� �~"i \ -S Z,1 �h�..''' �4 ,-...-.� .'-.._' E%RMI:� _,.-, `;�, ",;'1I :LL455��IIRI �RAP - -_. . '� � � � ' � , . _ �, _ _ ��, - - -- fl� o o '� , :, „ �a 1`,,_ \ BEGIN C011iSTRUCTION � �. \r�; c -� !� � .�.P p6 g'19 �� _EST 30o roNsi ia . �r ne.o r. �- � .. _>, .'� 'f: �.._ ` '. .,_ _ - -� - - --. � - -�_��- � .o i � '� , � .:: ;,-, i, ,��..,�.4 , ; -,., 'i ' , ��'�. m � �'-._ � '- _'_'_- - ------ ------ � -��` � � ' . a c�� ea _ �� � \ w EST 3<a SY Po - - ` - � - � - - - - _� ' � �;�, I �/ 86'44' 14,1"�/ ;Y14A- STA. I0 + 50.00 - , , _ � �•, . ,��`, . �1 � � .� i GEO7E%TILE ��. '� . � ',� _..• CLASS I RAP '.._. ::-.. .. N� .. o P N � � '', � 1 �'1�1 I I� I � �:�� '+u ,/ - - . ._ �'� .. •�.. � � _ ,�. � .. - . __. � _,.,. �� . � � � � . �, , � � i .. �r V � �OODS� �BI�J�R�Y� �N ' \ -"� � `ii � �\ , �n:;:. - � S � .. ��A �� +1 155 Y2' LT � '` ,. . �; S RBEAM EBED TO YO. 'f -...: � �i�Fxisrw aiw _ .._ _ REMOVE SYSTEM �' ���� I ���,� I il� ��� 1 � O4 . ���� � -. �� '�� � � , ., ;`- � r � S�� [_ � � F N � EST 170 SY GEOTE �-�� . _ � _ _-..� .. '�' � 11 , iv � . _ -� � � �A � �3' Qd 9� . . E5T 75 TONS -_.. 95.00 RT � _ `-, h�j � _ � , , � '�� � I � �_ � �'� , . �� � ��` I f � �a' ,UcE � icA� cro�c� � � �c�� �� � � : � _ - �. / � 03 Yl3RPC PT Sia. 28t/7S3 ' � � �$ �i� Yl3A- � ����i ��� � , '� � � � �s �, � � � - cr� � � � �����Y��- � � - - � � h iy' � ����i; � 0z����I' � �� srean� cur bir�cH � � � - R ��� � _ TYP. �i�,� 15 � � C i E4 I � SEE DETAIL 39B Yl3RPD- Pl 57v 28t1/.84 - � � �r� � � , ,� - � � � � �'� � � 9s.00• -- - - � � � ` 1i � �j ,� � ` - - Pls 57a 3/ifi8J6 Pl SIo 35-1fi992 Pls 57a 39t7079 r, 10.00 RT � Oq V ; 120.00' RT � - 65' 2/' l22' (LTJ '2+�� � � � � 4 fl � . oF FeuR Assoc 'il� 7. 1 �, �, 6s = 0' 2T 569' �= E 5Y 23a^ fLT1 6s = O 27 569' D= l� 8 '9�� �`; L ��� ' ' L �� p no.00• eT � 36 � Ls = IOO.OiO' D= 0'55'539' Ls = lOOyOD' T- - �� , 1 �, , ET 63 �T = ssb7' L= 73595 �T = ssb%' - 3/1.�9' � ��� � �� � c � _ E SHE ST = 33.33' T= 368.42' ST = 3333' - N L1 0 R - 485.A0' 0 - � C H 0 . R 6 50A0' T 0 - J SE = O.Oi6 ' _ t�� - � 3_ STA 48+ SE = OA2 LOCATION. Yl3RPC- 4 Pls 57a 1Ot3333 Pls Sl�a ll-f66b7 Pl 57a 14t2 B5 Pls 57a 1Tt2934 Pl 57a 19-ti4228 Pls 57a 2/t70�42 Pls 570 24+7 5 Pl Sla �f9/A9 SEE SHEET 96 FQR -Yl3LPA- PROFILE 6s = 0'/4' 0�63' 6s = U 30' 03.0' �= 430' OBl (RTJ 6s = 0'39' 02T �_/9' /5' Oi0.0' lRT) 6s = 6' 07' 03l 9s =/554' 55.8' �= 33' /0' 59.3' ILTJ SEE SHEETS 96 & 97 FOR -Y/3LPC- PROF/LE Ls = 100.00' Ls =/00.00' D= l'DO'Oi6A' 6s = 3'52'47A' D= 55B'059' Ls m 205.00' LS a 2,50.OD' D= 1243'56.6' nr No.: couNTv: LT = 66.6T' LT = 66b7' L= 449.47' Ls = 130.00' L= 3?2..54' LT = 13675' LT = 167.35' L= 260.62' SEE SHEETS B4 & 85 FQR -L- PROFILE SEE SHEET 97 FOR -Yl3RPA- PROFILE ST = 3333' ST � 33.33' T= 224s85' LT = 80�47' T= 16280' ST = 68AY ST = 83.95' T= 13408' SEE SHEET ll7 FOR -Y13- PROFILE SEE SHEET 98 FOR -Yl3RPB- PR6FlLE * PROPOSED SIGNAL GRAPHIC SCALE DESIGNED sr: R= 5,720.00' ST = 49.59' R= 9�60.OD' R= 450.00' SEE SNEETS 28-35 THRU 28-36 FOR SE = OA3 SE = OA8 SE = OA8 DRAIN�E DETAILS SEE SHEET ll9 FOR -Yl3A- PRQFILE SEE SHEET 99 F�R -Yl3RPC- PROFILE � PAVED SHOULDER � SEE SHEET 28-32 FOR BRIDGE SKETCH SEE SHEET l20 FOR -Yl4A- PR6FlLE SEE SHEETS 99 & l00 F6R -Yl3RPD- PROFILE � PAVEMEI�T REMOVAL CHEIXED BY: DATE: PLANS L O C H N E R PROJECT REFERENCE NO. SHEET NO. Op R-2 721 3 8 CLASS II RI RAP " E � H. W. LOCHNER, INC. RrW SHEET NO. OO• EST 170 TO S YI.3RPA- -L - '� � 2840 PLAZA PLACE SUITE 202 EST 240 SY O5 ` ' I- � ' ROADWAY DESIGN HYDRAULICS r` GEOTEXTILE PI Sf� �%If4O.O'Jr `� v� �'i RALEIGH, NC 27612 X 'P +42.32 HOLLO AY, RUBY Pls Sta 11+5/.32 Pl Sta 16+34.79 Pls Sta 20+9/.66 p= 42°49' S9.0° �LTJ �' o ' c9�9� 5��-�>>> ENGINEER ENGINEER N - Y 1 3 R P A- D B 1 3 I P G 5 0 8 6s = 0° 34' 13.5" �= 29° 52' 17.4" (RT) 6s = 4° 38' 44.2" �, „ - N N� b er F� 0 1 5 9 � q � 4 6. 4 9' R T B M 1992 PG 453 �s = 4° 38' 45.8" D= 3° 52' 16.8" Ls = 240.00' D_ 0 2 8 2 2. 6 _- _ �/ -_.__ N� F,RM �►�ENSE �o: F-��48 BEGIN MBEDDED N o Ls = 240.00' L= 77/.6/' � LT = 160.06� L_ 9,056.9/ � I E �P t�- ,, 1151SE�arYParkWay Suite 101 ����������� ����� �Q- `$o FENCE STREAM BED _ _ _ T 4 75/ 85 �� � ECOLOGICAL Cary, NC 27518 c� LT l5/.32 T 39 .79 ST 80.05 , R= l2 /15.00' '��, �.� ''� �" ENGiNEERiNG �9�9, ss'-°9z9 � �� N�T �s� r•�� ��z�s��au��R�N � Os� � � � EST �Z�TONGEOTExrILE ST = SS.S2' R -_I,�SO.00' � - � SE = 0.02 �`' �''_ � ' �� ' - ��� ��� p ;� ; Q� �'� 55.83 �RT 13RPA- � S� - �•�7 _- o� _ ,,_ � -� CLASS I RIP RAP N v� YCLA S I�� RAP ES ��� 80�• � I „' - C�IR LE �'', ;�� � ��� �� � END FENCE , F���P�E /_ EMBEDDED INTO N N EST 128 SY GE07fXTILE 20 -_ ' PROPE TIESI�' I C I � �� G �� 5 ag• 3 9� � E V D TD HRD � - R� P �g�M� Z��P�AS'� /- E S TF37 T O N S Z + 0 8. 0 012 100 PR I B M I 2 0 0 p G 3 3 �� ' � , � � 5,3� SEE DETAIL 216 ��-' �TERAL BASE DITCH " � � � � � � 13 PA- ,�' L �RENCE BASS H�IRS- -- __ _ ���,� � I � � -�� . F�� ,- �� � SEE DETAIL 57�B � � � � O� E S T 82� �Y� G� ORE�� I L E 136.00 RT NO DEE FOUND � +10 4' . I � �Z ! h� 80 � _ ,, E _ 136.00' RT � -- + -= 17 .00 �LT �,� I DOCUMENT NOT CONSIDERED FINAL v _ � KENNETH BRYANT -L OT Sf0.495 92.92 _ � I i UNLESS ALL SIGNATURES COMPLETED � O JS \\�� ,. NO DEED FOUND +76.81 -Y13RPA- YI PA ST SfO. I ��OZ�.00 ,; `'� ; BEGIN SBG+13 2 SI�ITH. � I� , \ C� J . _ _ �20.0o Rr TDE , ' _ : _ , � \ ,,% \ \ � ` - " � f'ROP, 47„ 102.11 RT +08 0 -Y13RPA- - - i �I ' ' CLASS B RIP RA Ti ENMIL �LL�ELL _ ` �w Yl.3RPA- SC SfO. 12+40.00 +78.04 -Y13RPA- OO +4 .22 � ,�' � Esr � roN PAVED SHOULDER � � FEjyCE +40.00 Y13RPA LATERAL V DITCH PDE 100.26 RT , , C�� � � EST 5 SY DB 823 5 " � �"" � � 100.00 RT SEE DETAIL 36B � +00.00 -Y13RPA- PROP. 47"LT 1� -� ,`r= / ��� JS� - _ \� � � CHORD � P OP. 4EOTEXT � , � Q � 100.00 RT � , \ -� �NCE 7 WW �- �, ',, ' �` END_ SBG RPA wW FENCE �'- , S 83,25,36 /2G1 � \ :_ _ _ _ _ _ _ - - 813 _ _ _ BEGIN SBG +1� -L- ET N ,-, . "_, - -_ 2 _ _ � � �, � - - _ - _ � � _, _ �� - - , � __ � �, ` _ _ , ' �, i � -�etZ4� � 80 �_ - � � �, � \ ._ � - ------- ----------+35.00 -Y13RPA- r� 31.36 - ----- ----�-- r- --------- M _ � _ _ _ � �- � _'� � �� ` PROP 15" - � � L POC Sto. 497+ . � , � ,'� � , � � � � � G(/ 102.66 RT �5 �13RPA - - � , ,� , � / ` �; Q � ARD/�A/� W/ELBOWS TOE PROTECTION Y�3�RPA 4.61' RT Y� ' 9, EPOT _. 4 O'Jr. 8� L_I i i ' // / . - - , . � , , o o ' �ND 'q � 95 .�/ l2. � , I , :; N� . �', 2 x8 RCBC � 814 2G1 SEE DETAIL 1B 86.12 R F NCE 88 , 3' Ch � 15" �� �� � ". \ � M N DITCH 15" RCP- V�IN NC� � 2\3 819 z � ,� ! _;I W/ELBOWS � � -� �' SEE D TAIL 12B ` J TYPE B-77 � � TYPE B � � � u � ' li i � � � � � M u � M ,. -., �+ i • � o 0 0 0 �'� j cn � M O O ' : �`��� � °� O � � � o Bl � `� � � 8 3� 3 , � BAR E � � �� - � H ' O O � - , eq2��9 N, o ; �, �� �' ;I i 0-� � RGINIA N 0 W 0 �0 5 84 4. ' & B DEN� � < W 2090 G 298 W - + _ � ? _ �ii � . � �TYPE B-7 50`/ �/'i � � 2G► N� !� - ; W -L - Q � + OP. lDE /L - I � O� g __ � w �t _ �' � � . % . N i L� Z ,� � i i�l - N PROP, �uioER _��BE����l BRIDGE I ,;, �� � Fs z�� _ _J �� A/L ' � __, I 8 2 2 � J Q _ � 0 a FS 2�� --- _ I� � , 3811 gal GR TL- � PRO G-UAR RAIL � 50J r�t������+��� PE B- 7 � �,� I �' _, �- _ � U N V �.._ �, = g - , HODES, RAYMOND F- � I I W - - c� � �� LEO ARD �.I . � ,_ �- -- -- -- �J-. N � J N \P U li7 • g O E � � � �o D 3605 PG 664 , ! ' , i I • � .. ;�.� CO N '� I � �1' i � '� � < ;' m. o -.-- ; � i' B 1985 PG 1682 - . _ �' S ag.3 2� � � � v°p � _ � I il �i 9� 5 N N - - - i' N Z L,4TE 'V' I � � � � �� � 2GI 15' RCP-III m � �I �� DETA�1 ' , T ; TYPE B-7 ! E � I - ��_ �� �=� � � � � � � 8:l �` �-3 � 50 I PROP. GUARDR �1�; � � i� x � _ , - _ � � � � � TYPE �-�� o 0 �� � , 5.zz� � � ��J< <,-ii � 600' TAPER i� _ � m RA�� 50: ss�+�4 ,� o 0 � �, mPROP. GUARD � , i � 211 N_828 .AZ� , ; � � - - GREU ���-- � � __ - " '-- ./ l m �� � ; � _ � 82 _ � -� S 1S � � --- - - 8 4 • RONALD D -: 8� - ' END W/ELB '�/5 , � Fs 2�� ti � �s�� � END v� �,�_,`-� ' `� R �g�z737 Pc 7is $' � � B � � ' ' { 9 BR/DGE , � _ �,, ���� ��P ��� � - � �� Z ° 6� 'J�E �� H� � -50 _ - - � �- � � �_� �� �`EIP I �BG= �� / -L- StOe �� � � -- 2t 3815 N 78 5 �--- � &EMERRIL-L.. FRANK �T w�� ows;l I ' / � , DEBR 15-� ,� 497�79aO86EGIN � r,-,�'`�'^�, ,-;_ �; . -- � _ � 82 SR[' + 15 \ i GLA II RIP F,eAf' 21_ DB 6025 PG '488 h� oc� s� � �� - O --_;_, �G -' _ � �� ,_ _ ��� ,; 2G1 ROP. 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I7+J�' �� � EST 80 SY EOT TI E � 1, � - --- - - - - � � --- - � _ , _ . , _ . - - � � . • _ ', �, --- ------- --- - - - � � - - S A. 24 + 25.19 Q , � , 50 00, RT, .,-� � � � �_. - � , �-, _ ���°;i���,b � _ _ , � . � ��+� � � ��,� �� � ��� �� �� i��4��� �� �� I'�� E11tD C01�STR UCTI�1�� �� Y A � � li � � .00 ��_ � _ - - _ �� ��� - Yl4A � P �ta.�1 28. � � � - v� �� - ,� � -- - - � - �-_= F=[ I i `b� � � CLASS I RIP RAP i � � i - � I� �'� i �v I ' � - � - � ��� r- - � _, i � I I I Qi EMBEDDED INTO � t . i C � - - I ' - - r, I � � - - H I � , ----- i � i - � >- Yl3RPD �� Yl4A I � , � � � i � m � 1,1 sTREAM BEo I� � � _ q SEE SHEET 85 FOR L PROFILE � Pls Sta 3/f68.16 Pl Sta 35+69.92 Pls Sta 39+70.79 Pl Sta 16+40.6/ I '' � 19 �. �, �� � -Y14�4 STA. 24 + 25. �� � - __ _� _ - � I SEE SHEET l20 FOR -Yl4A- PROFILE � ��- I I _ � ��- �' y I �� EST 31 TONS __ � �s = 0° 27' S6.9" 0= 6° 5/' 23.5° (LT) 8s = 0° 27' S6.9" �= 5° 58' 17.0" lLT) �'�' -���' �� '�' �- ",,����4A- o I'� EST 65 sY �EorExTi�E ��� �_ _ '�� ' � ��� _ , _ � , „ _ � D = 2" 39' S3.7" �� � �, �, + o.00 T , � + �° 6� � q, - � � �' � �� i_ I �`,�i Ls 100.00 D D 55 53.9 Ls 100.00 I' , 15�.Qo R-�, STREAM STABILIZATION I � � 04. �= , I �;, SEE SHEET 97 FOR -Yl3RPA- PROFILE LT = 66.67' L - 735.96 LT - 66.67' L - 224.07 � �� sYSTEnn � � ' � ' � '��Y�4a. '� ;.'� , � �', � �,T' �' �� � � �� _ . _ , i � m ,� ' ��� � , ��� � - pp Y14A- �II�AKE �� I -- � � SEE DETAIL 62B � ST = 33.33' T= 368.42' ST = 33.33' T= 112.14' '' �,�� �,�� �, -,+'� �°�,°°a��oo RT , -+ 4� � �oo RT �� ��, � ,� ECHN�cA� co��ECE I_ ? r� �� � ��; �� SEE SHEETS 99 & l00 FOR -Yl3RPD- PROFILE �„� __ _-�8?, � ,-�- DB 2106 PG 387 � �� f` SEE SHEETS 2B-32 FOR BRIDGE SKETCH R= 6/50.00' R= 2/50.00' - -'I''�' �, � , �I I_ - T� _- i �'� � 1', ' BM 1988 PG 228 ,; , I I li - _' _' �' ' ', � �� ' � IT hI ii�- SE - 0.02 SE - C - I I i I � � � � - � � N I� � �� �� '�' �' � � I �, ; � I' I � I � SEE SHEETS 2B-35 THRU 2B-36 FOR _ � �I � �� ,: DRAINAGE DETAILS �i� 00 0 M � I— • O W 0 t= + O� Z `t �Q 2 �-- UN ��� I � _ __ _ �_-- —�— � � G � � � � � � �G� � —3— = � � — l�'�`�Y� 208 CIRCLE M PROPERTIES INC DB 13485 PG 2572 BM 2009 PG 335 171.00' L' �� PROP. GUARDRA/L � F -Y15- END SBG+00 Sta. 17+00, END PAVING & GRADING LVV.�O LI BEG/N GRADII�G ONLY R PROP, 47° FENCE S SI'0639' , A, 380.15' �' �' � E11tD TIP PRO ECT R 2721B BEGl1� TIP PROJECT R-2828 -L- STA. �00 + 00.00 5 gg°42'19' � EX fLW E N D CJA S 75� 52.70' � — -------------------------------�F ==_=� ==__ —r —��----{� ----- -L- Pl Sta 47/ +40.05 0 = 42° 49' S9.0" (LT ) D = 0` 28' 22.6" L = 9,056.9/' T = 4,75/.85' R = l2,1/5.00' SE = 0.02 � Q Z R2� 2��2a -L- POT Sta. � PAV ED SHOULDER ---- �— ------------------------------------------------------------------------ ---- -- --- ------ -- // T ----------------------------------------------------------------- / � rn � / . ------------------- � / ----- ---------------� ------___--------------- -- ----� -_____ -___----- - f----------------------------------------------- --- --- --- -- --- ----------------------- ) _� I - - -----_�------�--------------------------------------- g�_23�- 505 00 233 5/0+00 � -L- ------------- ---------------- � ------ �T /� ---------- �� --------- -----� /� --------------------- ---J / N— — — — — — — — — — — — — — — — — — — — — — — — — — ��� � � � � � � PROP. GUARDRAIL 213 ,, �� \ ` - - - � RHODES, R OND LEONARD F DB 3605 PG 664 BM 1985 PG 1682 T lE T 0 R-2828 S 68 °I7'06' E ^433,82• _� __ -_ ---_ - -_ -- � -Y15- f � �� sI � 214 � � RHODES,RAYMOND LEONARD ��T DB 2124 PG 371 � 0 —i ioicrv— EX WW END CJA 2 B�' . 2� 2�_Zg R_—.------------ / ___ --------------------------------------------------------------------------- -------- --------------- �---� ----------------------------------------------------------------------------- % — — — � °° / � — _ � -Yl3RPD- ----------- ___-_____- --t--------------N 78° 56' 56.7" VV ------�----------- ---- -__________________________________----------- ,_� �� � -L - POC Sta. 503+39.23 l � 1 � � � �� / / � -Y15- POT Sto.14+06.94 � � \ / 1 /�/ � _ ll0°l4'02.29" � � / / I � � I �� -- _ �� L POC S�o. 508+00.00 � E D C01�STR UCTI011t � I -Yl3RPD- OT St �o+oo 00 �/ , � � � � L- STA. 500 + 63.80 � � � o � � / �� � � ' °`�' � � �� � I�/ I/ O. � I /� \7 .00' T • � � � �� � V � � � � � �� � I � / �� � � m �/ \ / � / / �, / � � � �� 1 � � � 1 � � � � � \ � � � \ ��/ ,� � / —g��� _ C — / — ( � � / � / � / / — — WLB � � / � SEE SHEET 85 FOR -L - PROFILE SEE SHEET S 2B -35 T HRU 2B -36 FOR DRAINAGE DET AILS �i� � � � ,� (919) 571-7111 NC License ���v������ NAp Number F-0159 1 -Yi- 83 ��, SUNGATE DESIGN GROUP, P.A. Pls Sto 19+58.V� II Pl Sta 30f33.U.7 Pls Sta 40+15.oU/ •\,���� � RALEIOGH, NORTH CAROL NA27606 ���������JL4 11 � �s - 3 30 00.� �- 43 /9 02.2 (RTJ�s - 3 30' 00.� TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N��f' L75� 1F�I� C�N571°R�: PATSY SMITH MORGAN, TRUSTEE Ls = 300.00' D= 2� 2O� OO.O° Ls = 300.00� SMITH FAMILY CHARITABLE TRUST LT = 200.�4� L= �,856.4J�' LT = 200.04� DB 9126 PG 2320 BM � s�� PG so2 ST = 100.04' T= 975.12' ST = 100.04' � R = 2,455.53' z � t � z N� PATSY SMITH MORGAN, TRUSTEE ' � DOCUMENT NOT CONSIDERI � o SMITH FAMILY CHARITABLE TRUST = S o2'46'5s" yy <� � UNLESS ALL SIGNATURES CC � N� DB 9143 PG 381 = 4s8.o6 � BM 1977 PG 802 ; � PAV ED SHOULDER � _ � , r' \ \ I � � 215 � , ����� ;�o � \ � �� ���, ` `\ �� R. MARKHAM & ��m 4 � Z �� _ ' �� \� o� �, RUTH B. STEWART w I_ ��� � MELISSA S. & ,vm,; ANTHONY K. WOODELL AND � -, , � 1 �' � \ � ` `, ANTHONY K. WOODELL � � � `''� ' � MELISSA S. WOODELL ,y�.•�gti s �; � � ' z1 �,�� �� DB 9121 PG 1284 �y o, �'' -� ��; DB 8729 PG 644 g� � � �� � �o �, � � 3 ��9, \ ;�, _ �, � � , CL II RIPRAP '' I ` �� 1\� = �� v m I LENGTH = 26 FT ` -, I� � � ' �, \ � _ � o �,��� � �� SEE DETAIL 2A �� PATSY SMITH MORGAN, TRUSTEE ;,� � a� ���'� � N�iz I "� l,� � �_-�1 ���. �� SMITH FAMILY CHARITABLE TRUST � DB 9143 PG 384 '� 1 � � � ` 1 � T ; � � ➢ �' BM 1977 PG 802 ,' �'I �� � � , 1 1 � �;L �`' � , - - � " �'z �� I I � � � �,� � �� `�'� ,� �� +1 .00 Yl �; _ X PiL � ; � o� I _ - �, I = , � LT _ , , � � f , +07.00 Yl� 1 82 0 r � - ,.,� _ �_� .,,�— - - - - .-' � '� _ ' _5 �� - �'' � -, . 7. �l- � � - _ - .. —� i � --'- � ` � - - - � , , - � � . . - - - � � � � � � � � _ 60 00' L � - -� �- i 4v.� � �. � � - _ � � � � + 92. 0 Yl - - - r� � -�.�.. _"'� <�I � !'� � i , � V - - . 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(� - - f' , , ' I � ,,,-� ��,� �r - f� ., + 70.00 -Yl- �� _ Q �` ,� � , ' / � � 215 EXIST R1W �' ' _ JB w/MH, ; 48" RCP-III �,..f-f�' . -r � � HW .,. r-� �_ � �-� � ��� /--` / � 45,400 79,400 NC 55 BYP 2,400 SR 1172 OLD SMIT HFIELD RD 4,000 4,000 7,200 NC 55 BYP 49,000 85,700 4,900 8,700 SR 1172 OLD SMIT HFIELD RD 20/8 ADT 2040 ADT PATSY SMITH MORGAN, TRUSTEE SMITH FAMILY CHARITABLE TRUST DB 9126 PG 2320 BM 1977 PG 802 � � �� r i �I �- � � ��- N '�`� , � R. MARKHAM & +9 50 00 PATSY SMITH MORGAN, TRUSTEE �= N �' RUTH B. STEWART �T V-DITCH w/C� B RIPRAP +�5.Oc SEE DETAIL 22A 50. SMITH FAMILY CHARITABLE TRUST_ ;�I � � '� MELISSA S. & - DB 9126 PG 2320 - °�� � � �=U � ANTHONY K. 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LL /6 +o2.s9 � � 150.00 RT � N 29'� 30 / 6� JB w P� 150.00 RT , � DF�� � - - J`6 f�2o�� - _ I_Y5- / � �` - � - -- '' -- -� ' � • � � � LAT BASE DITCH W� ��P�,P -Y5- Staa - - � � � � � � � E + 8. 2 -YS- _ �� � � ZH �� � -Y5_ P�� n. J�6f5G.6/-_ � � �so.0o RE AiN �� � � - �� � � � � � � � ��I - 292 JAMES HAM�PTON, JR. � E � � Sf � - j � `- � � � �p y PG 1589 � �' _,,. � � � �y� BM $ 9 5 � , - �� �;. _�-Q� �tC1.1�f0�.�n , ,-, , �, - - - �� `�`l� i � , _ ;� �� � � � � BM 1977 PG 6�7 ` �� , , ����� � ROLAND AND ANITA TAY�LOR� � �' ��� � �-Y� �_ � � -_ , �m � � PG 422 +28.36 -Y5- �' `�- ;, _., ; , . _ ,�` I �� � I r- AMY AFV �B- POT StO.IO+OO.O�i +7s.�3 -Y5g � � ° +oo.00 -YSg-, ,` � D DAVID PATTERSON Z � ', z ,� � � ` _ � � Ex Krw I � � - Ex �w � _ �, � �M�-1 �980 PG b39 ,�, � -- BM 1985 PG �22 � ITz � -o EX P�l. 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'n,._ l��� __ i � y -- ; � �, �� �� ' � � F , -" � �Exis�Ne�� , T, , T = 292.48' T = 3/3.02' T - 487.22' > � - _ � _. , � ��.� � ; � � -�_ - % S 3g' '09�' � � R = J�,9IJ�.00� R = 3.98J�.00� R = 2,300.00� � , � �� �� - � STEVEN AN�� 1v11CHELLE LESLIE� ��� � � 0 1 � ___ �' ;'� ; �� - -� - _- 321. , w �� SE = 0.02 SE = 0.03 SE = 0.04 � ,; ,=� �� _ ��B s�53� Pc ��5 �, � ���o� ;;, - RErA�N % ;� E1�D C�1�ST 1� ;' , ����'� BM 198� �PG 422 � -YSA- -Y5B- / � � '' - - _ _ � ��� , _ ;' ,� _ Pl Sta 12+99.12 Pl Sta l3+19.48 sTA. 9s �"�r � � �,� ��� � � ,� r;s � � - � _ ,-� �� ;� -YSB- STA.14 + 37.50 � = , � - ,, -Y�� PT ,Sfo.1��6/.0/ ; , � , ; , _ � � , � � '� -� 0= 25° 3/' 34.3" lLT) �_ l4° 49' 37.1° lRT) _ ;, /; , ,� - - ,_: , ; � JOSEPH CICHOCKI ��, -o D= 6° 49' 15.3" D= 5° l2' 3/.3" --- ; �/ �' S��J` J�4.9 E / MANUEL AND LISA SUAREZ DB 10856 PG 348 --- - L= ,�/42,3' L= 28466' -\ -y58- PO]- �`" 1,5�f864/ '' i DB 16295 PG 2469 BM 1985 PG 422 � . . - ; � � T = 190.27' T = 143.13' - � � . _ - , � EiP BM 1985 PG 422 . , . � �_ - R = l 100.00' :-� � ', - . , �' _ . � � � � � 3 ��� z R - 840.00' _ , r � - - �� --� r' �'� _ �, i� SE = 0.06 SE - 0.02 � � � � � � - �r _� i � � � � � _ � '� ��`=� � �- � � � �� ' � � `��� � � - � ' � � �� � � ' / � � � � SEE SHEET Y5 FOR -104 - PROF/LE .t . , , l . � \ r., P? SEE SHEET 2B -33 T HRU 2B -34 FOR SEE SHEET Y5A FOR -105 - PROF/LE DRAINAGE DET AILS SEE SHEET Y58 FOR -1056 - PROF/LE � �, � = �� _ ����,� �� _ � �\� � BRIAN AND ANNAM Y CI _ ': DB 9939 P 1537 B�,,1985 G 1'289 � -_ , � _ '� _ +85.10--Y5G- � ?S°\ySG � �� �S _ c RETAIN ,� ���• " .o,"G�'y p / �T fOe �2f t� y � �� � ���� BEG�� �C� STR UC�TI01� �� �� � �� �s i � -YS- ' —YSG— S�' .12 + 87.50 � ;�'I Pl sta 65+8/.04 ; B s� � -, 0= 23° 55' 15.6" (RT) RYANT AND VICTORIA ERDU �B � 5ss2 Pc , ��s ���, , ; D= 2' 29' 28.0,� BM 1985 Pc ��o,� '�o� Ro3 .���, L= 960.25' ,9% s• � sso T = 487.22' �?s •v F� _ � � F\\ ALAN AND JENNIFER CLEGG DB 5616 PG 368 BM 1985 PG 1794 / / ?, 20' q���SS � ��_�3 �'s �F� ,�R'� - R =_2,300.00' � w �M ��85 P��S�g4NT +�7.58 -Y5 40.00' LT' ' �� �, 9• SE — 0.04 � �0 7 � �i -Y5G- PC Sta. I;3�'�% ��Fj� � GEORGE AND CYNTHIA HARDIN �o � � �'� �/,� � �'i,� DB 10678 PG 2695 � � +00.00 -Y5G- � BM 1985 PG 179'4 —i�J��'i— —YJ��'i— m ^ ETAlNO LT �j /� 1� / F y�,, j Pl Sta 11+24.08 Pl Sta 15+08.42 sPEc cur v- �' / 294 0= 26° /2' 33.6" (LT) �= 52° 39' 40.0" lRT) � SEE DETAI/ �,�p�°�� �_��� �� J�8.8�� D= l7� �� 46.�n � DB, 7459 PG 58 BM �-985 PG 1289 � RETAIN _ DITC � - -�, . -- � - ;- ,- � �� �� ' + 90.00 '`L9 ZH5 Y5G- °� �6 �' 40.00� R HN ITCHEL DB 1117 PG 1 BM 1985 PG 1'. ,. � ' , �� +> 82.4;; � �� Y5G- �' � � 0(�' I � �K . �� T � o , sEcu*RE iNc L= 243.82' L= 298.7/' �� D B 1 6 1 9 8 P G 1 4 8 8' '- s� T= 1 2 4. � 8' T= 1 6 0. 8 4' '''- m BM ��a� ����c � 2ss ��' ,���Ao R= 533.00' R= 325.00' d? `�'' — — i ' s�� � SE - NC SE - 0.04 DITCH � BLOCI� � �' � �� � � C,� `` �-� � � � � ,, A;. `� '�� � - �( JV / L// �.--J/lJa // / JT.V/ �=' �Q/�� � �! � � = 87°04'30" ; =� I� , `� _ � � �� �,- � �� � � F���� �/ T ,��. ` \ ` \ ,\ L ,�X4� ti% 1� , � ------ -� _ �� � _ _ � � � ��� 5 c�='' � � ��� �'" \ � � 7.;� � - � ,� ti \�C J� _ 4P�,, ,�`' j ;� X� `S9• , 's4 � � ���',1�� �,�� � � , 'r� � �� C� _y� ' 1 �� -- ; JAMES HAMPTON, JR. DB 2846 PG 209 BM 1977 PG 617 BM 1980 PG 539 o �; � �_ , - ,,� , , , ,, � � � ; - : � �,I � � , �i AQU,A-NORTH ��ROLINA �` � o� D''B ., 1,35�� R� TI6 J N "' _ . - BI�I 19$5-f'G 1118 N _ �- _ ; ; , _ ___ � ; _ � �VELL_�0�'_ �2 I ;- _ - � � � � i' �� SILAS AND EVON WARD DB 4077 PG 726 BM 1977 PG 617 WILLIAM AND BEfSY HINE DB 4153 PG 210 BM 1986 PG 1040 `�� N 59�38'47 182.49 � f . � J? s� GARY AND JEAN WINGLER DB 4185 PG 397 BM 1986 PG 1040 I Z �/�\ � � Q � 0� ��� � �q�� ���� ��M\ � a � e S`�, �GF � 0�T� ct°,, � � 7 ��F� �-95���3� , �� ���� ��T i� �Cl ` _ -; -_ RUSSELL MILLER A I� " • ' ;. KIMBLRLY KORB �� �� _- -= - Fl,� - s 5g, , w'' � ' 9B' 16622 PG 237 40 3p� _ �' `= -- 6M �'F9�86 PG 1040 - ---r8? 8 ,� � , 0' � � � �- � ; ,_, � ���c - _ ,, � v �� � ���, � � � � 296 �,,� �� L8�7 � ,�r; - � � Jr_ � �- , ,'r„ � -� �, ,, ,, ,- . � � ALLMARK INVESTORS =�' - ' ' — � _ DB 3435 PG 936 s �-�!'��_- BM 1985 PG 1118 ,' .� ;�� �, 8�, "�-=� � � ! �R. E11tD C011lSTR UCTI011t -j ' ' � 'ss °94 ; UE �'� i � ' �°� ��r—= . _ ,� � . — —Y� STA. 72 + 50.00 _ � '( �--�� � , � - , ��� � � ,`-� + 4. b -Y5- — -_ ------------- 90.00' LT � � _ LAT V-DITCH w/CL B RIPRAP ��� � / � J I CHARLES AND LINDA PULLIAM DB 5594 PG 147 BM 1977 PG 617 BM 1980 PG 539 � 4 � 1 �� 6°r � ' ' � �,�6� � MARYS' BAPTIST CHURCf ,� DB 2,375 PG 577 SEE SHEET 2B -33 T HRU 2B -34 FOR SEE SHEET l05 FOR -Y5 - PROF/LE DRAINAGE DET AILS SEE SHEET l07 FOR -Y5G - PROF/LE �i� ,� p�b 5��� �� ��� k �� �G��, P �3 N`P' S� , � � ,��`' �-,� � � �� TA PROPERTIES �,�,1�2�899 PG 1 BM� �"k959 PG 1 \ �s `�A �PROPERTIES DB 12899 PG CIVCRVT UIJJIrHIVR SEE DETAIL 47A N 88'07'07" W 167.94' WIGGINS. BEULAH J � JORDAN REAL ESTATE HOLDINGS LLC DB 14287 PG 696 BM 2016 PG 340 cn M , g -Y5/- -Y5J- 00 � N Pl Sta 13+4/.97 Pl Sta 17+09.28 p �� �= 76° 23' S0.3" lRT) 0= 30° 57' 25.2" (LT) I Q � D = 22° 55' 05.9" L = 333.35' T = 196.72' R = 250.00' SE = NC �l J/U IGTV;J.:.JO �= 47° 57' 35.7" lLT) D = 36° 57' 54.1" L = /29.74' T = 68.95' R = 155.00' sE = Nc D = ll° 27' 33.0" L = 270.15' T = 138.46' R = 500.00' SE = NC � l J/ U l J TV`t.V`t 0= 27° l8' 4/.6" lRT) D = 36° 57' S4.1" L = 73.88' T = 37.66' R = 155.00' sE = Nc GRANT, STEVEN S, YONG S DB 12220 PG 1177 Z y �_ S 89°42'06' E 191.17' TAIL DITCH SEE DETAIL 46A WEAVER, RICKY WAYNE DB 15016 PG 2748 BM 1973 PG 134 BM 1980 PG 15 �� 04 Af��AGA CONSTRUCTION, INC DB 16674 PG 2672 5=,508 E 1985 PG 161 1 204,03' _ 25.08' PIPPEN, MARY WHITFORD, JEFFREY J DB 12625 PG 629 BM 1973 PG 360 N 89°03'50' y� 198.80' 50 00 , . 21 + 90.47 � DING, XUEZHOU DB 13182 PG 189 BM 1973 PG 134 � � HTR ,\ ��� , ' "`\\ `��—�_—�,---__ \ �,\\\ �R -------�\ \ ISTIN� R�yy�\ \� � � � �� � � � �_ _.� � 'BENITEZ, OLGA, BERNARDO � DB 15669 PG 2236 BM 1985 PG 1611 rc � N 85°I7'02' E 19T.46' PINKARD, JANET S, RICHARD L DB 12967 PG 2711 BM 1985 PG 1611 MACK, LOUISE, JOHN E JR DB 2579 PG 116 BM 1973 PG 134 SEE SHEET l08 FOR -Y5/ - PROF/LE SEE SHEET 2B -33 T HRU 2B -34 FOR SEE SHEET l08 FOR -Y5J - PROF/LE DRAINAGE DET AILS SEE SHEET l07 FOR -Y5M- PROF/LE KALtIGFi, NC Z/61Z �� � � � (919) 571-7111 ENGINEER ENGI \ NC License � � �Q � ����'��o � � Number F-0159 '� ���' � �, SUNGATE DESIGN GROUP, P.A. � � 905 JONES FRANKLIN ROAD }�� j� �(y �, �� , , , `n �t� � �> ��� � \ �� � V��d��� � RALEIGH, NORTH CAROLINA27606 �������"JL���JL� 11 ��� �N �i� \. � " � � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�`1C' U5� 1F�P< ��N571`R�7C7Cd� \ � � . \ -f� � � - - �,; - - � -� , \ , -�� - Y Y'�v"'v_. 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C&G • EX P� .. � 3 0 1 � �� BM 1_ _ +5 .57 -Y5A- J� CONCe Y5A- POC Sta. 23+63.53- , , � � ; � � _ ��� 150.00' LT R +oo.00 -YSa- SIDEWALK 306 ALICE YVI�i4�soNPOT Sta. �4�"�T.3� � Q �� �� � RETAIN ;. � /�, N T A R �e 2�s3 Pc 50� 90 00 00 �o � � ��� ,=� - � � P � 80.00 LT � - - M E � �� 1977 PG 617 � � '''r , , - � �� �J� . 0� 1,1i - � �� ;� �;� GTD �� �,_ _ d�� _ ����� , ��.� �, �JAW�D� AND MUMTAZ KHAN - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� s ���� l '�EGI l��ISE LL i1.3) . DB; 15134 PG 1724 c�2 � - - - - - � _ _ + 72.41 -Y5A- / � - , 3, L6�� ,B� 1988 PG 130 -� Oti` -__ EX PiLF / / �� � 6�TAIN F _- - R V T 3 __ ��� �� � � � � � � � �` - � � - � - � - � �; � � ���- @ � � � � � C� E � " � ` _ � / � � , _�_'� y ; � \ - GRADE �TO DRAIN (GTD) �� � N V` , g � � � � � � �j _ 511 109 �� � - - �„�� / Q � � - � � _ - ' � � , M ,.�� �\� , CB � �'� � , � � � � � C B �� 6 �� � _ � � o � 6�,, cR � � � � , _� � ���� � \ � � � � �\� � _ : �- � / �7 cR �.��� ` � � O$ 60� � , , , � - P ER �0 5„ 3 ° µ � � _ � � �� _ � � , �, . . � / . � - P \ , � °' cB � - ` ,� !8` , �' � �� - , � � � . 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Gl�(� L�( l l� l l L�( + 5.41E��(N i � � / -_ � o � � v� d� �� � co s vc o ' �� 3 � � .� �� +35.59 -Y5K- � Q(� N � TY P N ^ 5116 24" �o , _ EX fLW ET �����s� � � / � W � - - - - : �� � �_. � Y�K- STA.11 + 87.�0 � � � , � �Q' r 83.08 -Y5A- + 50.00 -Y5A- - 00' RT 150.00' RT Sf - c�� - -- ' ; •o � E 00 � J � Y� - POT Sta. l2 4 � T_ ,� � _ _ - � ., . , � - � V� c,� %� �� - f �.J� 'J� � . . , ' � `� � -Y5A / � � �� EAD DITCH w/CL I RIPRAP ' _ �� CL B RIPRAP �� ��� �� "� 8 � E�� �' � � � �-� =� � " � � �Y5K13 80. ' R Q E S� , +5 .00 -YSa- MICHALE AND JANI'' _ \ H , _ __ f, � -- / � Q , S E DETAIL 43A CE SPEAR� '-� -��£9.� �_ .� EX RrW � > _ � 6• Ec . - 17 .00' RT 5 S - p6 3g16 PG 744 � � �- �C ���� 3A � e +16.00 5A- _ ;�BM 1985 PG 1289 �'-� �� �� � �� _��' =�`� ' �� �4VI�D A��� �DONI�A 1 . RT �'f - _ ' � � � �--- ' -� � � � � -, �� ��, _ , _��; ,,_� , , � �CALLUM� + 8.00 -YSA- __ �� �� rn . ,-; �. ;,h��� -- / PV� oo' RT � - - --- � � �� _ _ �, I , �� DB ��4-710 PG 940 � , _ , � d `� k � BM 1986 PG -Y5A- ta.14f8 8 - � r� �- , ti w z �� � �;, ; , ti ��� � � F//� , a� o , 0 � ,� � V � I . . _ k ` ., / . .-. V L V �,T 2' BASE DITCH w2L B RIPRAf� �`��,�g � � � �, \ �J - ERIC R/�DE� ��ND RENE LATELLA ����� �. \` 284, SEE DETAIL 4A �„ �o ,�. ,, �k "a 2� � � � r � �- �1) �, �,� � ��. \ � � 1�5514 R� ,�3_46_ :��� `� - �� _ - � '� , � _� _ :, � � �,'4` _- � Sd� BM 198� PG _ 526 -� '��- - � �� .�� � � � WILLIE WATSON ��ti o2 � ��+ _ �� � ��� � , - I � _ � �,�\ �. � � DB 12714 PG 1286 � '� �� ' � �� �� �' `"-' � � _� BM 1977 PG 617 �� `� ��' � �' , �� � ` � ' � ti � � . ,�� . � _ . . 4 ��� ti� _. . . � . . . . . �t� � � � , � � �� \ O� �� � O � .- . ' _ � \ � W � � , ��� ������ �� CHARLES AND ASHLEY BETfIM �� ��� � �-�� � � ; _ . �Sd ��, -,�� � � , � �� �"�� � � �� ��_ - _ _ � � � �� � -�( � � �� DB 9259 PG 1923 ��,� -- �o°' � ` �. ;.. � � ` ' ��� ' �0'6� � ,N 0 . � k (b� , - ' �' � f�j I i � Z- �� ti � ,-;'; �'� �.� �,� � BM 1985 PG 1289 2 � \`, c��� � `� � ' ���, \ _ � r ,� � , - A. 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Il + 12.50 31 � iL- TRIANGLE COMMUNITY CHURCH OF FUQUAY VARINA = DB 8892 PG 764 C�11tSTR UCTI011t -YSA- STA. 31 + 00.00 _- --- c �' SR /300 KILDAIRE FAR RD - nl Cn i �- � i � �� � � � ��.i � � - � � `� r � � � � ` � �' ,_ < <� , - ' � � � �, n - `�' � � �; 3�1 ��} � � ;, � J-- ---J MONGERQ- ' I I ' I ,- - `- THQMAS - - DB 15744 PG 1675 r� � ��yo•���I 1985 PG 114 8 I y I �- �� > �'4 « l L, l ti:1�0 N � � -, ��� �I � ��� _ � i � � � I � � ,r PAUL �ND STEFANIE ZIZZO-� �� DB '� �11648 PG 1787 `� � _- BM '1991 PG' 69 _ _ - ;. ----_ � I o ;� �� =,- �„ �,� C �` �' � � ���I � � � _ ,._ � � ��Nr�.� � r , ' L`-`- J ��y-� - ��rr� � �'� .-r� ' ,_ i �-�� � � - - ,z0'OlZ _ m „yv, ��.LO N _, JOHN AND ROSARI� GRAVINO DB 112a7 PG 2734 BM 1985 PG 11fi8 BM 1991 PG 69; __ � _ -- -, _,, ,- , - , �� _ � � i I � —�� ��o � N SHAYNE AND CHRISTINE ROIX m DB 5023 PG 491 BM 1985 PG 1118 ,Z l'09l 3 aLO�L �.60 S ESTHER FLEISCHHACKER DB 16238 PG 1220 BM 1985 PG 1118 —� � PAV ED SHOULDER N'q� 83 � SEE SHEET 2B-33 THRU 2B-34 FOR DRAINAGE DETAILS SEE SHEET 2B -33 T HRU 2B -34 FOR SEE SHEET l06 FOR -YSA- PROF/LE DRAINAGE DETAILS SEE SHEET l08 FOR -YSL- PROF/LE : � 6 Q. 0 Q' ; % � � I I I I � ` , �� --- - ------ - -�--- � � � �I I I i I � � i �.r; �, �r., I , I X ,a ' �n � 60 00' _ � 'z i - !^ � iI , _ r a �� � � � �� � W '� I � -- � I i ,�, i � w � � m � � w X � �� � � � �, rn � II {� � � � � � � � -Y6- POT Sta. 24+17.99 x I � \ X �� _ I � I � � , -- "�� I� I � , - �_ _ � ;� _ � �� � �� �� , �=' ��� I - � I I\ � - - +07.31 -Y6- �=�_� �� I I - - Ex ww - - _ �Ip � - - _ _ � + -Y - � ; _ _ `� I 88.6 6 t , � , +, .�.61 -Y ��-� � � � � EX ILW 1 _ II ' �-' EX P�L " � � _ � � � � ��� it , E11�'D C011tSTR UCTI011t ` � � � �� � , �� � , � e��r � � _ ;, _ a�� �r , �� � Y6- STA. 23 + 07.31 i � - _, � �30.�3, � � � � ' � � - � �-. _ `� - _ - ' I .02 015 , + 80.40 -Yb- '- . , EX P/L -,_ v \ v /I 02 I \ i �I � - . � � I � � ____ _ � ,, � _ � � �-� „ , 92 �' ^� \ � � '� �-; �� - _ - Q �� _ - , _ , _, _ � I\ I, I I � I -- ___ . QUAD TRI LLC �� � O I 60 0o RT Y6- _ , ! OLIVE, MARTHA � ' D B 1 6 1 6 1 P G 1 0 8 9 �' �� I 9 2 - BM 1979 PG 361 +63.48 -Y6- � I � 60.00 LT ' I, i I I i ��� QUAD TRI LLC • i D B 1 6 1 6 1 P G 0 8 9 OO SP r' E I � C � _ T V DITCH BM 1979 PG 361 I � � SEE DET A I L 1 4q � � � V � � �' � � � ' 1 + 00.00 -Yb- .� 70.00' RT MATCHLINE SHEET 20 -Y6- STA 21 + 00.00 SEE SHEET l09 FOR -Y6 - PROFILE LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 NC F[RM LICENSE No: F-1148 1151 SE Cary Parkway ECOLOGICAL Cary, NC 2� 518 �" ENGINEERING (9i9) ss�-o9a9 PROJECT REFERENCE NO. SHEET NO. R-2 721 53 RrW SHEET NO. 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CAROL A & DEANS, JAMES D STRICKLAND SR, RALPH HERBERT HOGAN� RICHARD P DB 7177 PG 240 DB 2649 PG 577 & HOGAN, MARY C DB 2289 PG 244 BM 1977 PG 472 DB 11520 PG 1806 DB 1977 PG 472 N 01°04'34' E 224.18' � N 01°04'34' E 117.33' SEE SHEET lll FOR -Y8 - PROFILE SEE SHEET ll2 FOR -Y8D - PROFILE SEE SHEET S 2B -35 T HRU 2B -36 FOR DRAINAGE DET AILS -YB- -YB- -YB- -YBC- Pl Sta 42+82.85 Pl Sta 50+29.38 Pl Sta 52+20.68 Pl Sta 10+7/.11 �_ l4° 5/' 20.9" (RTJ �_ l5° 45' 25.6" lLT) �= 4° ll' S7.4" (LT) 0= 28° 38' 39.8" lRT) D= 2° 5/' S3.2" D= 6° 44' 26.4" D= 2° 47' 4/.7" D= 28` 38' 52.4" L= 5/8.57' L= 233.76' L= 150.25' L= 99.99' T= 260.75' T= 117.62' T= 75.16' T= 5/.06' R= 2,000.00' R= 850.00' R= 2,050.00' R= 200.00' NAp g3 -YBC- POT Sta. 10+00.00 � PAVED SHOULDER �-�- � N 72° l9' 3/.2" E ExiSr,N� R� w � � E�R�� � I /�%\ �� - P Sta. 1Of20.05 �- - - I I� I � � \ EXIST� I N I N I � �� u8b � �o I� '/ I� � 1 SZ €��� � TOMO�S� LARRY � � o � z � 42° PAVERS � . � � � � � °� � €� � , I o & TOMOS. ANDRE A N I N I � I �� • ��-- I � \ � �No� W o DB 12637 PG 173 �, � 48° CONC •�� I� ��\ ���� � ._ � q$„_�N� � � BM 2000 PG 1544 0 I� I � -�v � 2SFD • � BE I� R IO \ \\ CONTERELLI, PORTIA �� � 1 � " I G\� \ �No�, � & CONTERELLI. JOHN � � i \ � I � �� o�\ DB 14816 PG 1489 �- � � I „ � EXISTING R/yy 25FD � � " / � 4$ CONC � � -Y8 +� �\ � � S �� BM 2000 PG 1544 � � � . o � \� �"�2" c � I PRICE. BARNEY � ' ' \ � ' �i � \ = = I � � � ° . � KIM B PIEZER� � 2sF 25FD 8c PRICE, �� . & PIEZER, I HER L � \ � � �� ��� 4•59'0� „ � D I � � „ I z1 > C�A,RK, S�,, �LA D ,o • IL B 12202 PG 1969 � /�I I \ 0 �� I 48 CoNC � & CLA� �VI��.IAM P��'� ' 1 2000 P 1544 4 � DB 152 G 1�82 � 5 00' ' Bf� URIE, I -��" �\ � SEYD IC & � � � ' � 2SFD �� � \ �'o DB 15828 G 1888 'SFD W � 34 �°� DK � I�� SPECIAL C DIBI�I 0 G 1544 � I 60 PG 41 � \� ILL � 5 BM 0 P.1544 � CoNC �� � � . SEE DETAIL 4 , I ( \ � BM 2000� 15 � MEKEI P I �o `7 �, ANDREy�S� MARK P � � �, � o � I � �-, � � DB 15448 P 1828 '� GREER, THOMAS C �F ( � w& ANDRE�yS MARY C� �„. +18��` - �+ oo -YSC- �� I � -Y8C SfO. l�2 � 4 DK 354 \ � � BM 2000 P 1544I � -� . I I. ;�� DB 11467 PG� 726 � v• � 35 � I � 70.00 LT �, m l2 CONC J' � & GREER SUSAN J P � � 00.00 -Y8- �' EX � N o N• O� z �b �� ti DB 12003 PG 316 w �� o'?' BM 2000 PG 1544 � 43.51 LT � o -,� T � 9.�° E � �, V � j�� � j � �� � �' I' m LA�,L�!'�'Rf(ROBERT LEE o� � � � BM 2000 PG 1544 � END C/A � � �+ � ". +45. 0 - 8C- � � " • & E QMY I / � o I -�C SfO. 40+22.1� � � .�D FENCE � �� � Rrw �8- f0. 45+4 . T MCNAIR, GRETCHEN � y 353 o DB 15222� PG 24 �� N \" • 00 �� �, � & MCNAIR. JERRY ; cn Z w_ r' Z � - BM 2000 PG I � � \1 /�'A� � N� +40.6 -Y8 . W DB I1011 PG 1255 � GUILLORY LARRY J w. DK N � � cNi,�' SPE CH�• � - -i N � / \°o�> � lo o�l -� 80.0o T � cn gM 2000 PG 1544 & GUILLORY NATASHA "o � �� N � o • SEE ETAIL 46 � -{= -- cn-o ' -�_/ ��� � � y • .o �, � -YB-�nPCC �. o� _ mr \ � z .+35. -Y8- +.67 DB 13447 PG 848 -YS- PC SfO. f� � �f 52 , � N � - - - � - � v �- ` Ro� � I rn I 70. �T � � � �, N cs 150' q� R -� � �HT � y o � �� � 0 00 -Y8- BM 2000 PG 1544 _ Z . 0' LT : - - O - - - - - E � o . ` I� � �',I � - - 0. E LT 350' � +99.97 -Y8- o � 0 35 r'�.�, � +22.10 -Y8- E E - __ _._ . -' � � � E D� A N T q P ER E X P � L +99J1 -Y8- � � w E� ELEZAJ, YADI , + 3," 70.00 LT E C �� � 7„ ,X� X - _ 7 2� p X - - -- E E X P r t o 6 0 P G 2 1 3 6 ,� E _ __ _--- --��?! _ -- -- - .02 • --- --- � X - X � � 2000 PG 1544 �', � _ � �X + 11.76 -Y8- � + 00.00 -Y8- ��p C � - _ � � � - - - _ _ �� _ 70.00' + 00.00 -Y8- EX RrW °G - - - �a �wisix - - - - . - - � � o X� 70.00' � o T P� L����� nZ _ -TV _T- - -- - "�FF_A -- _ �____ P- M�a �Ni six3 � �N �����X _ . � � - -��- _ - - - �- - ° � - � --- � - E11tD �011t UC 11t -� . � -- �P �o -���L� -- -- ._ c ��� � _-Tv_=1-- � �- _ � � - - - � � � � - -- � �` �-1� � - ��� - .. � I� �-� w� --�_ � � �i - - B - -1-- -rvFo-- � �o � _ �°: - - �\ _ X - - � - . -- - .-- c � T _Tv _ __ _ � - - - u _ - - - - - - - - - - _ - - � � � � o r- _ � � 13 � � � ' - . �X�X�X X _ � � 0 � � �� � � � � � ". • " � � I M a �Nilsix� � �%% J� � o o � - T �_ - - _ _ _ _ � _ _ _ � r- � � r � J � ' � - �-� oo + 00.00 -Y8- • _ � • � o o � - - - - � � - �Z T� F� � lAKE RD �' ' � +50.00 -Y8- � _ � - - . . - - rn , R 1386 BEL1S -f, 70.00 RT , - - _ - - - ' - T _ _ � ° , -r - - � � � �� END GA 70.00 R��-- - � EXISTING „ �F=- �, 5" � END FENCE � � � „ � _ ' � � �� 9 � � � � �� R III I\j _ _----------- --_- ------- � � ;w---��% � - r-�� � ��� � �� � " _ _ - 70 � 6' C � 5�-- . ` -- � � �o � �� ��� -� rn � �n_____- - -�5� �o A E E � -- �0�---1 -- ---__< � , - �- - _ - ����_1= 0 rn o � _ _ _ 70 J E E +50.00 -Y8- ' C - - - - - - - z _ � ExisriNc R,w 0 � - - _ _ � _ _ � a � O �I _ - 0.00 -Y8- � , R F NCE - - - - $o.00' RT ; 0.6 r15„ - _< � v= _ T _ � � • 70. 0' RT ' �� � --- ' , . � � 0 � +oo.00 -Y - -YB- POC Sta.43+8/.16= � � �� �o. o1 R - - _ _ _ _ _ � - O N �� � I +2 70.00YRT 80.00� RT -YBC- POT Sta. I2f�O. 48" WDX' S B RIP RAP � , �" ' - - - - - ' I�i 709` � ,� ` �OQ� P -p � ° W � � I / / � . - - � +63.00 -Y8DET- +00.00 -Y8- � ° e \ ��r = E/ � cn � a .00' RT 70.00' RT �, o? CLASS B RIP RAP p- 84 49��4.26�� EST 3� NS X ��'o� SPECIAL CUT DITCH , �� I W � _ X � �S0��1QCK W • �- EST b TONS N � SEE DETAIL 4B �� i c_ o � � , � EST . �„ \ \ X � � � � DB 12 PG 1145 �, 2SFD � m EST 20 SY C�OT ILE ^` m o � � X � SFD � GEOTEXTILE o � � I �� � +'� 6-Y8- `/�/ �� B � + 44.2 -Y8- 2 EA E 35 � � �� �� � _ � � , �o.00' RT G � I i coNc o ET- FOR�W _E � CLASS B RI . P - � � O : r� � � 2SFp X�' I � CONC �� I rn o � _ 4 0. 0 0 � - o g �'- E S T 2 T O N ' S P E C I A L C U T D I T C H P A L M E R, M A R K A c/� I� I � � • x w X 4+ o (n � m I I � v� ��-� ,�, E S T 7 S • S E E D E T A I L 4 B & P A L M E R, p K I V I N I - I i.,� `^ l I N I v I A R Y C. � o � < I m m GEO ILE DB 16172 PG 83 tO s c� � N ��, � iv I c-, -' � _� I�'-` `^ . 3 5 B M 1986 PG 155 W� - -- '��, DB M1570 GG 4075 0 � � � � I� I � � BAKER JOH R o3°5►'30' �S o3'5��56' � 358 �^' ' �� WOODMAN JR. MARC � � I I � -- 114 & BAKER, MARSHA P 5 165.p8' ga.oa � �: 359 w � L� � I � . �, DB 3767 PG 201 � . ;,, � � e � � 00 � - � B 1984 PG 1616 v, , �X THAMES. RICHARD , _� �� o = s I 4219 �9 I I � � S T E G E M A N, S A N D R A J O M � �, . X� D B 1 2 1 6 1 P G 1 9 0 2 �- � C O C H R A N. K E� yY N IALL .= 2�.8 6, � E I P R� � , ROY EARL & STEGEMAN. JERRY LYNN 5 03°51'30 � �� B�M 1992 PG 195 &, COCHRAN. TAM M DB 11503 PG 2047 2�q,26' � �^',` BM 1988 PG 1542 DB 8760 PG 28 N �_ M 98 G 6 6 ^' � BM 1986 PG 939 � X I ' B I 4 P I I 5 03°51'30' - � 03°51'30' 4� &�L WILM AMS,� AN IN� DB 8513 PG 2631 BM 2001PG 407 DELGIUDICE, ANTHONY & DELGIUDICE, THERESA A DB 15948 PG 706 BM 2001PG 407 � �� I`m -- -- -_ - 2 m cn N 18°I6'17' E � ti ��'" N�`pn, PEARSALL. JASON 120'�7� N �8°►6'17' E o`° -? DB 13672 PG 2435 137.59' t9 ' BM 2001 PG 407 �� °33�� ` m 12�.00� �� s � � N. �9 � N� �, H3 2�6 62�5�•E � ��� �y � F/p �1� � � I I II A���A ANDRA I, B 10 64 G��0� ( THE � RICKLAND-TAYAO FA ILY TRUST � � DB 15071 PG 1072 � gl� 2001 PG 407 � I N � so.00- � o �0 ; C � co � � I� � 0 � �/% % � // � �/ �.3 � < / �� o � � / , � �R/ -EIP o ' o"'ti _ y� � / / � // � o���o�� � � F SEE SHEET ll2 FOR -Y8 - PROFILE SEE SHEET ll2 FOR -Y8C - PROFILE SEE SHEET S 2B -35 T HRU 2B -36 FOR DRAINAGE DET AILS � L O C H N E R PROJECT REFERENCE NO. SHEET NO. R-2721 58 � H. W. LOCHNER, INC. RrW SHEET NO. 2840 PLAZA PLACE, SUITE 202 ROADWAY DESIGN HYDRAULICS RALEIGH, NC 27612 (919) 571-7111 ENGINEER ENGINEER NC License (� Number F-0159 � NC F[RM LICENSE No: F-1148 1151 SE Cary Parkway 0 ECOLOGICAL S°"e 1°1 ����,������� ��,��� Cary, NC 27518 Q �-�" ENGINEERING (9i9) ss�-o9a9 Z �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N DOCUMENT NOT CONSIDERED FINAL - UNLESS ALL SIGNATURES COMPLETED �- F ��i�" � / _ , - - - �- / - �I - - � ' � � ��=� � �- � PAV ED SHOULDER i i � o'Z8�'� C c -� / �� �'B�9q39'� `�� ���N` _ . - �,�lT%� — ,, � �"� l _ STq SNEET 3 -,,, ' � ' �, / 4�,� _ -' I , � Q. MATCHLINE SHEET 30 ''"'� � � � � 6� 0 0 ;- � �( � �� � I' I ,; 0 ,: � � , —Yl 0— STA 12 + 00.00 � � � ',� � _ �� ;=-; � �� ,� � �; ;; � ���-,: � , . � I � � � � � 6� � , I _ � ,: -, � I. Q � � � 161 � � 2 = ; � � ����� _ �,�� -- ������� , � , , '� � " ' � + 31.40 -Yl l DET- � , - � � ` - � � 34 � � ; � � \�/ �� �dr.__ �� � � ; 40.00' RT LO�. MARY CAMILLA � SPECIAL LATERAL V DITCH ��-� �� � '�� �� � � '� � �� ' � - I� � I � � I DB ? PG ? OsOOI � W/CLASS B RIP RAP _ w '��, o WILLIAMS, KINSTON D & WILLIAM�;�E�JL-A�IVI � � ` � � ' ; • �� � ' ; a v SEE DETAIL 8B W "-' o� 6' w DB 15904 PG 293 25�'�`� � I ' I W , „_ o. t° �D o� BM 1989 PG 1244 e3p'28' � �_ -1 �-_ ,- � �I - �I i �� I ENNIS, TERRY LANE / o �'� � � � � � � � o N o N o �, � S 99 __� -'� -�� � i� �"I o I DB 8209 PG 128$ � � 1 � � 6 � � �� - .� � � � z �-, - -___ _ _� �� _, _ ,-_-��� � � � � � I i I� �: � � � � �� �e��� �3 � S a q 2 � �, � I � ,� z � �' '�� '� 176 3� KELLIE & Z ' 361 � � .o� , N N�E M�AN �oHN �-�- 80 � - - � � "� � �.o � � �� � ovE� � � o .o, � �` � Pc � 363 _ _ , � _ _ - � y 3 �I� �� ► RILEY� TERRY B& RILEY. DONALD B . � DB ? PG ? � I I �_-���ODlkF��D, DAVID LAMO�T � `� I I' I I � � I � HANCY, ERIC J& CHANCY� STEPHANI R � & BAILEY�_P�GGfE �y00DARD O � I ��•�� I I�' .Ol p I� DB 8902 PG 1542 - _ ,, � � i _ I � I BM 1987 PG 836 • DB 4123 PG 797 I I �� �,,.. 2 � BM 2006 PG III p.oQ / , SPECIAL LATERAL V DITCH � ; `p_R ,,,_ 3 I I 6 �� �� BM 2001 PG 2 SEE DETAIL 26B I - .o, DICK ICHAEL C E�P ExisTwc Piw E�P -}���- P(,' StQ. `�3+97.Q6 ��� ,I' ,' � RE OVE� + 7�05.00'�RT DB ? PG ? ;, _ - ' , / ,, � I — \�, _ - -- � o � 366 –Yl0 POT Sta. 10+00.00 , ��� s,-, _, -- ��, ��������� , i \ � � + �.o -vi�- - �� 00 _, . � / _- - 75.00' �T ENNIS� JOSEPH LEO +00.00 -Y10- +00. -Yl - � � _-' � ` � I II � � I' � & ENNIs. YVONNE GOWER 50.00' LT 50.00' RT ~' DB 6436 PG 436 -' � .., ;_-, � �, BEGI11t C011tSTR UCTI01� '� � � � � ` ' r � r SPECIAL CUT DITCH - I� � SEE DETAIL 39B - - . I —Y10— STA.10 + 00.00 _ , " 364 , ' I ' , —� �� ENNIS, JERRY L �� oA$' - I ��n� �� —Y//— DB 7000 PG 750 E�P�R� BM 1991 PG 1097 20 I 3 I ��f9�e�0 Pl Sta l6+1/.4% 0 = 28° 52' 04.0" (RT) oz'1z• E � j I D= 6' S2 �4/.7„ s$$� � � � L= 4/9.70 SEE SHEET ll3 FOR –Yl0 – PROFILE 364 9a I ' T= 2/4.40' SEE SHEET S 2B –35 T HRU 2B –36 FOR �� � � R= 833.00' DRAINAGE DET AILS � _ SE = 0.06 I I i I1 +oo.00 -Y„- � �i � r' +oo.00 -Y„- � + 00.00 -Yl l- �'S 365 STANDARD 'V' D TCH LT I-'T '�'�F � EX R�W 75.00' RT DUPREE JOSEPH C TRUSTEE � SEE �ETAI� 4oB +00.0 �X Y�7- � � DUPREE,JOSEPH C RVCBLE TRUST �F ��� �� � � DB 016641 PG 01357 ,��a ��� EN��IS1420 SE�PH���LEO GRASSED S�ALE a +50.00 -Y11- RET 419 ti EX �, �+ POND SHALL BE DRAINED IN ACCORDANCE WITH / G� Q „ „ �N TH P D D I A E P RE I EM T P A 367 E ON RA N G LAN U R EN S ECI L 'I ' PROVISION. POND MUCK SHALL BE REMOVED TO N, � ��� ` li _ A DEPTH DETERMINED BY THE ENGINEER AND �,n 'V � DISPOSED OF IN ACCORDANCE WITH THE "WASTE ��r, �' � BEGI1� C011tSTR UCTI011t ENN�s, JOSEPH LEO AND BORROW SOURCES" SPECIAL PROVISION. � m / � � I I DB 1429 PG 291 SU T�ABLE�MAT R AL APPROVED PBYCTHE ENGINEER N I` I,' �� 1�; ABBOTT, THOMAS F TO SUPPORT THE INSTALLATION OF PROPOSED j —Yll— STA. Il + 50.00 � `�I �- � � DB 016157 PG 1977 RIP RAP LINED CHANNELS. % � �- � Z9 'S% I Z 8 / � �� i � I �` l Zf ti6 / I - - _ �� , � �-- � � + 52.36 -L- Z8 EX Pit j5 ��-���"� S E E E +23. a-�- / M � �sr •8£,ss.i� ---��s\ P� � –Yll– POT Sto.10+00.00 , I �, _'_j _' � o I ,� � o JS - —f 1S_� `' �C/ � ' 6+ � �L/ s N � _ � � �� � Z 1 r � � V �.Z eM#� � - 192 ,�, ���o ���794�,��� � Ee 2gU81a3'_i;�; BRG= S 13°58'19° E_ � \ DIST= 149�4 �' � `' NC DEPARTMENT OF TRANSPORTATION p�� � I FI�QIvI C'�'12,I�C�� � DB 13277 PG 2115 ��c, ,���`�'� E�EV�= qL raa0 �� �,�(� E�EI�ICH TI� II�.I �A�C i ���� �-������'����c ���F I`�� PFC�`��d ✓s\ �O `�'����� �° G� � ''\ ����-l��-��i � ;, � �i � Q ii � �2 �'�c'`��0�. I I �� ' � - - �—�5– �� �5� , _ _ ° SEE SHEET ll4 FOR –Yll – PROFILE � s� ___��S ��s SEE SHEET S 2B –35 T HRU 2B –36 FOR � DRAINAGE DET AILS BZ � �—�s �i� O \N o\ i (919) 57 `�o-N 00 0 !� � 5Q'S6� E 89� � � � � � � � � m � ��� �� � �: d , � � o � , `' �% F o �AI LEY, LELAN D W BAI LEY; � o �, � J � � �;, -_ - . �, 's� N N I E S �' � o c`' tn +� -y �, ���:�;�, � o \ Fa � �' DB 3328 PG 262 �,N `" � � �- y ,� �s �,� 2 � � D � E�P �� DAVIS, RAYMOND A JR MAY, TRAVIS R, SHIRLEY B ��� �� BERRY RONALD W '= � s DB 8044 PG 819 N o, ,_ ` � a D B 6 0 3 9 P G 8 2 5 / DB 2390 PG 89 0�_ , �, ,� °' m � N BM 1987 PG 875 ��\ �o�i � ' BM 1989 PG 977 � - -- � � -< , s -,' ` _- _ _ , , , - _ o �31, q3• E ° �n 5 a�S,Z a3� , 0��5�0�3�� � � � 5 ' 5 66 � � �F�`' ' ��P � E 15- �RAiNACE � uTiuTY EASEM 1975 � S 74'10'47' E � S 74°0837' E � S 74'19'51' E 125.87' ' ,. S 74°0837' E 115.44' 110.09' EIP E��' � EIP 109.49' E�P _ , ; �_� � s� � E�� , + 80:00 -Y10- s: JN l� , / �� ` � � _ �� wW - � ' 74, LILES, ANNE C �, � \ 45 0o RT Y10- � DB 7570 PG 63 _ , '� � � � - � �- -� �_ PRIOR CONST CO INC `� � �' �' `� - � �� \ 4' BASE DITCH DB 2304 PG 320 N `_, , CAPITAL MATCH LLC BM 1987 PG 875 , ' , \ � , \-, . _ _ , z � � � _ ' , , _ .�, _ \ � - ��,. � � ' �����+%%� � ��� DB 16689 PG � 764 ��� a a; �� ' � � �� ��'� �� � _ _, , _� _ � N 83op,35' Yl�-- f'�% S�'CJ' � 28f18.8 �,�= `, �'�v ��,� ,� E8E D T�L�27B � i'l�B- PT SfO. �o :� - BM 1987 PG 836 �_ �; _ , _ " � �, / � � 7. 4 4 - Y� o B- � 2 6 A 6A' COATS, CHRISTOPHER L\\ , � +� � ,� y �, � r 0' RT � �� \ +39.97 -YIOB- 5 �n • � � � + 24.73 Y106- � ' � - Cl. �J� �9�.J�4 �, q3 � ---_ , _ �� Yl(�B- C St, � - 0 � EX RNV �����- ? � � - � � �- g•3 _ , = � � g - -" �� DB 14399 PG 138 �� ' �� BEGI1� C01��TR L���',,� ,,� � �� 45.00' RT Y106- ' j , 5 PG 875 `, � � -- COSTON _ 90 50.00' RT j = _ _ ' - �� � � BM 1987 �, ��� ��� '� � +17.44 -YIOB- �__ �� �� � � . DB 4998 STtQ ���' �� - , E 30.00' RT ', ��`'-` �� ��P ; ' � � ��j��� � � 30.00' RT - ' + 4.54 Y106 p � � - _ . � � o� , , BM 1975 PG � 52 +33.08 -Y10- �` � +24J3 -Y10B- �- - - ' �- _ , 49.00' LT b � � 30.00' RT , , �� '' - � � W � � , - ���y_� n� '; �� �� '' �� -Y�� - , � � ; Pl Sta 23+32.6/ , � , +2 .00 -Ylo-- ' �� - � �. ,; ��, � � � � � � � `�' -� �� �� o , �T , ; - , ��,`� � � -� � +28.0 YIOB- � � ��. �: _ �_'a � _ a9.Qo �- J� �� F�� � Ex ww � �� 0= 0° 04' S2.5° (LT) D ,, � ,, ��, � � , , , _ ._ - '� . �� �� - � _ , � �� - o i�� , - / � � - N � `' , ' • S . \ D 0° 08 35 7' _ F �� , - `�U- o° , '� 6'?8.F ��-_ _ , i_� . � , _ _ , S/•� AQ- ` __ , � - , , � ; L 56.72' / , � � � , �� : _ _ Y � � O 2 \ ` _ _ _o zqq �2, � l r T 28.36 a8'�� � � +2 .00�XYI�OW- _ ' �,�, � � � - . � �'� • i � - , _ N - - oo , � � � , •� � 3� . � _ ` , , �, .o .o S� i a ► R , q�� E � � � �-- , � � � ; 7 5 ,� J . � R = 40,000.00� ,G,z, /-Y10- POT Sta.26+59.76- � - • �, . 'o � 5� 9 , � \ /%��� � � � -� MCCLOUD, � i � �91� FG -YIOB- POT Sta. 18+69.7/ ' , �, o � R ,, - � �oNNA �e�� , � F � � St� 9/p �� DB 4877 PG 366 6" +39.86 �X1�, v�,� v ' o � 9� � � � � , � ' -�� -� �'�.. �: c8, � y , +36.25 -Y10B- DB 6694 PG 402 -.- "' : : Y10 �c � � EX ILW DB 12302 PG 2696 + 5D:22 _ COSTON, WILLIAM D ` � ' 198 87 _ � � � � _ � � � � "-' 45 00 d5.00 LL�Y10B� J I � � � / �� � J �� �� �' � � �� � � B 7 PG 5 DB 81 12 PG 1 188 � � �� � , � . � � � � `� - � � - ; _ 94.54 -Y10B- , � ,_ � '�� �_ � ' _��:�H�- � �,�� , � � `' � ��. BM 1975 PG 152 � �� � +��.44'-Y��B- ; 1 \ , . ' - � �� - , � �� � � 30 0' LT ` 30.00' LT � EX RrW -Yl OBY � � _ � _ , � - f - - REMOVE ` � �p ��� �� �� � -��� 90 � � �� LACKI � � � ��, , ��� . ' F _� " SA JOSEPH S III SPECIAL CUT DITCH ' � � '' � \ - 1 � � o +39.82 - 1DB= � '� � �. - � , ,. �� �', _ � � ` - �5!40' tT �� � DB � 16455 PG 1668 �� � � " _ � �� _._ , , , ,�, i , � �� 7 _ - � � � ' _� '� � ,,�- r ,. � �� �" _ SEE DET,4kL-� 4B � � �` w , � . � � � '°n � BM 1976 PG 119 ' 4�; _ � ,� , : . � -o ` � i; \\ � \ , � � � R �� � - � , - �w �- �. a. �, r � � .aa , , � _ - � , � ' �'� F - �� - °_ _ �N � 88�2200� I I � 1 L �.- ',� � � - ,-- , � � � + 00.00 -Yl Q B- r, � � � '� � � _ - EX�s � 300• �'� � � �' .56�A\ 45.00 LT - : � ' r � ` ��� _ - � r \ '' NO � 5 829g g6' � � \ Q oo, + 05.16 -Y10B- _ i � _ _ , ,. �. , � � � �� � ; ��� -� ,- - � �= � 371 . _ ' EX RrW � U� = \ \ +4322 -Y106- , i - �, _ _ - Y�OB- PT , � � o.00' RT o � ��� - � , E�P ' �_, Q � � _ - JONES, THADDEUS E JR m`" � SfO. l fl'�.58 � �� � �� ��-: A � --� �� ��w� � � �o �' �� 16.530.00 BT ' \ ' - . �,� � ` 1545 � _ _, �� PRIOR CONST CO INC rn � � , DB 8 , _ � � � � ' . a���, � ' � 6�4 PG _ a � � I�R 7�(14 PG 32� � �� � EVP � _ - - �� `, � _ �� � � �� �` 29,p5� E 5 a8� 82� 298' , , �, � t '�`�'n � . _ 11� � � � d� � � � � � '� ; . _ _ � . . _ - \ _ , � , , �� ���� + o0 0o Y� oB rn , -- �- � � � - - �� � � - ^� , � ' , _ 30.00' LT �V ',���,, ��a �� � - � � �v � �� ;� �: �,, � ��� � ��; �. ��� ���, � _ ����� � _��, �: � � : YIOB- PC Sta. l2f16.32_ ; ��, �` , � �„ \ . , m � �'� " �� ;' �. � � BAR , � �� ', , �� � � a " � � ,. 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I , `�� / � /) ; � 3� 9 + 15.00 -Y106-/ ` ' - S. 9 9�5�� Lv/ �� �.� `� �, oa � � , . _ �, T 30 00' LT �' � •o � -, \ , _ � , �: „ �� � � p,A , ,, , E�D _�O�STR UCTIO� -, ` � T `' R` `�1 , � \\ CESPEDES, MERQUTADES +�5.0o Y�os- _ � ' ' , '?, � . _� , \ DB 12052 PG 2103 EX RrW , � ; `� � , _ , , \ � �, BM 1976 PG 119 , ' -� ` '-, c� ,,� F � �,\ - -Y10- STA. 2� + 40.00 - `� � � ;� �,� _ _ --- �� o, � �YIOB- POT �ta. io+oa:oo . . � � � ' � �- � � REMOVE � , _ � - _ ,, , � O ��_, � �\ _ �, � , � - � ; , ; � _ , ,, ����' - , , B�G 011tSTR � T'�011t _o o �� �� � ����� � � � 3�' E � �-- �;;���, � �p � `�,, , ICKERSON, ROBE � � � "� � , , " , . 39 _ '�, _ - ' ' � �' �-' �' � ���� � � � �f:� � '��`� �,, �, ��� �,_ � � � ', � &.� DICKERSO DEB , RT EARL a ��� � � �� m �� � . _ �8 a. 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JUDY � `"' _ BM 1977 PG 289 `�� W � \� � � V DITCH STAPLETON MARTIN C �; ;�-� ` - r � -,, �c' �, � - � � SPECIAL LATERAL _ � � � �' � � o � � -�' �',, DB 15253� PG 1761 � `- ��� ��� _ , � N a9� Z q � � � � � , " � '� '_L `. �_, �,��� , �,, �� � ��� �; � p, � �_ �� ��- � �� � DB 15522 PG 56 - � ._ � `, �= 0 SEE DETAIL 26B �� � � � 0 � S < BM 1987 PG 836 �'� � ' ��� +81.8 -Y10- O' � R � BM 1976 PG 119 �, � � �� _ � � � ` � � �� 31.43' LT � `, p2'�, � , _ � " � ��-- _ - � , ��, ���� ,, � , � � � � � �� �' S90 ' � � � � - - _' , � `, , � - ` - � � , �� � 69 _ _ '',��_ � _ _ - �s . �� , ��- �, ��, , _ � - � � ,`. _ � ��� � �. . , _ �, , - ; �� � ,� , . _ �� , � �� �� ' � �_' ��� ,��� � �� _ , - � , ' _ ,� � \,;, 78 & ICKERSON ROBE�T E � � � � ' � � DICKERSON DEBORAH B. . ��"s��= � . °- , ` -YID- PT St . 2/+03.45 " ,_ , \,. , � �� , �, 33a ; � F � � � ; _ DB 5631 PG / \ � � 1 ' `, \ � $$ � � 4 r �IhIES, KENNETH & VINES, JUDY W ���; � \` ' BM 1987 ��; 835 � kAs �� , ,, � 4 : - � � � , - e�p� A � E � � _: � � -�_ �, � , � �; �0�.45 -Y10- 5. ��� p3' � - � _ �y �: '�_ DB 11749 PG 1442 �� � � � � � �� � \ � ' � � ,, � -� � - - - �� � - �) , -.�s� ` �,� _ ��B� 1987 PG 836 � � � � , �� � �� � / � _ , ��, � 50.00 RT __ Sy,NICROPE; JACQUELINE H & � •� o � SINICROPE. JACQUELINE H & �CARR M AICH EL �� � O �Q ,, `',, HINKEL, JOHN R NO CfEED FOUND �� , r� ', �.5 NO DEED FOUND BK DB 4303 PG 3�6" BM 1976 PG 119 BM 197�7� � P'G � 289 ,, 1, + 03.4 -Y7 0- � �' N��� �O � 50.00' LT , `w`� S ` ' O .oO , ,� CN� �� 2� � 0 N� , S� P ,.��0 SEE SHEET ll3 FOR -Yl0 - PROFILE SEE SHEET ll4 FOR -YIOB - PROFILE SEE SHEET S 2B -35 T HRU 2B -36 FOR DRAINAGE DET AILS �i� ATKINS. STEVEN A & ATKINS. JOHN LEE II DB 11109 PG 1696 BM 1988 PG 453 - - - - .25� N 12°53'50' E � , . , -- � _ - - +236.23'�:_ � `�,� �h �' �-'��� - � � � _ , , , , , � -- � � �„ � - IJ-/ �1 _� � � �� Z �i � � � _ _- � � � � �,� � ,� ,�-�, o i i -• �� -- � � ��-� EST 2 TON� � _ ��� � EST 7 SY Gf�T�JCTIL� I' �� 'I , � I � ' , -- _ � -�- � L- I . � ���i ' I�BKD � i I JJ� � li _ � �- t - �{ �� --- � � � � n i � -=� � — p cAMMoN. MYRA �y �c � � GAMMoN� MARK y� �" � DB 15198 PG 2174 BM 2011 PG 468 m cAMMoN. MYRA �I & cAMMoN. MARK W DB 15460 PG 193 BM 2011 PG 468 _-.MG.�� � -Y„- Pl Sta 26+99.7/ � = 46° 49' 0/.8" (LT ) D = 6° 52' 4/.7" L = 680.66' T = 360.62' R = 833.00' SE = 0.06 381 ATKINS, STEVEN A & ATKINS� JOHN LEE II , DB 14865 PG 771 DB 1590 PG 99 �0 - 380' • ATKINS � II. JOHN LEE & ` ATKINS. JOYCE C DB� 7039 PG 536 � SEE DETAIL 26B I 4�\�� �-'� �' � _ � �,:- i� 384 ATKINS. STEVEN A & ATKINS, NELL CONNOR cn DB 4943 PG 490 �, � BM 1991 PG 675 'o_ o O'D m ' 3.�o�o��N ATKINS, STEVEN A & ATKINS, JOHN LEE II DB 14865 PG 771 BM 2013 PG 424 NAp g3 � PAV ED SHOULDER ��5 b� S 3 •6� �8��20 ATKINS, STEVEN A & ATKINS, JOHN LEE II DB 14865 PG 771 BM 2013 PG 424 ,� _ i I 1SF�� . - �:, ,� ,; � `,' _-- T� � ��— �, � `�1 � � � N ,�,_ �.,__ -' � � . - _ W I = _ _- � _- _ __ � - c _-- " ' '- G .. ��L _- _ �.d.d ' zl - — _>,.: ,-f C ' .:- '- _ I� � r _ _ .�o,8"w N _ , _� � ,,. ,,. 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'�.T _ -� 3_ ' NASM. ANNE MARIE' NASH, RADLOFF, JILL R. 1. �, I \ ,, „ 0 ' -'- , - 1-- � _ n �E M _ , _ ; , - '' 0 00 �.2_5_--1,1 _ �� m '. N DB 183$ - PG 148 _ N ' I ��., � 4� 5 �, ,_ m 21 , _ 57 PG 036 � , , ; _ _ _ _i DOCUMENT NOT CONSIDERED FINAL BM 1965 PG 212 , � BI� 1965 RG 007 _� , BM I96 ����� =I _�'� r, .' I_ _ ,,�:: _ SAVAGE, JAM��P 201 w ,� , : � _ , 3� LU S, KENNETH A ` � 3 ;>: DBMI 19 � PG 7339 � „ i B DBE 3 85�G GR 593oN I� & SAVAGE. RE�E CA I � . WEST. 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JUDI DUERS J ATHAN G &' GOODMAN� SHELBY :�1�►' ' BB 15489 PG 2513 I _';; ,' DB 16213 PG 2783 DB 16301 PG 2367 �i - i I TH G `�' � �-, I B M �96D 4- � �,_ BM 1960 PG 354 BM 1960 PG 354 ' 0 01 � BM--�96 P� 354 D 15812 PG' 1564 M 1960 PG 354 P� I , , _ �- � � _ .,_, =1 1� I ' �� � ; B 1�9�0 PG 354 � � � � - � �� �� � � � � , - � --Q � S 18°24 04' _ . , � , SPECIAL LATERAL V DITCH , N 18'06'04' E ,I \ DB 16034 P' 293 � � DB ;ISOB 4G� 335 I � I - � � k, ' - -_ --1 -- , 4 ° � '_ - S 18"24_'04' . - S 18°24'04' �I S 18°24'04', 5r�ec - - = --- SEE DETAIL 67B I ,� -' - -- �- - - - . � � : _ � - 0 _ � � ., _ - - --- - -- � __ .71 _ � I .Ol , i =- _ 101.82' ;' 99.6P ' , � 100.39t------..,.,,-- 100.00' ' I � ��23' -' ' � � � � � 06 04 E _ 104 �, 11 ' � �� �� � , � � � 95.17 N 18' � i i � � � , I S 18°24'04' ', � � �� � - CHESSON, DONALD_N� BILLIE M +44 �3 -Y�3E- ' _ _ I - - - -�I� 1'� I ,_ DB 6446 PG 271 Ex�/ � I' ' „, �.22 � � N rrF�� • ,„ I , L /5 - w � � � � � � ,_� � Y13E- �� Sta. --- -- -J _- ` � , _ � _ , _ ; � �� c� � � �, � � cc I ,-' I �- `- n�i cn � BM 1960 PG 3541 i- ' � , ,� �i . �, ��� � �� � � i - � � ' = � iS�Vr� , i , � ��I • �, �, r �i� � �i� � �� , o ' � I " � _ � � �� �_� _ r� � � � � cNi, ' -' �� � - , , -I'� -- � _ � I � - , � -- -- � � ��- � _' __ - - ' � m � -�� 60.00� � � , � , - - � � ��-� r � �� I _ -;. , I ,_ � �_ - �_ � � � _ 1 ) �� 1 � I I _ , L . �� ��� � �� �� �� � � ��� � c�o�sTR uc � � ��I �' i RETAIN � ��� ---- _ - - L r' I� � ' ��� _ I � _ r �i S 18°24'54' - - '�'- �� '� � � _,� �I I ^� -- �-- --� � � _ � - -� �- -�I'1 - �1��.15 + 50 � ; �� _ _ _ � ., , �-,� , ' _� ,; � i �i w ' i � 199.88' , _ _ - i _ - _ S�/ERT, /'ANN . o ei� � I � I , i = � �. i� - � -��,� � - I, - � ` � � ��DB 272�i PG �620 7 � �� I � _ POT Sta. l+� Yl3B- PC�� � �t' �� q , ��� YI�B - _ ,�� = � p 10��0.0 � ll _ . � _ , -_��� � �� _ , �� � � �; �, �' � � r � � � � � � `�=� [_ � � JONES, � MAR�Y ELLEN 416� _ I � - + 1 -Yl B- �� __ _ - 3 .99 3 I - - � - - l 'llli � - �� ��, � �� - _ � DB 8428 PG 759 ���'� � - � � � - � �EX _ WW _ i I I I 0 I_ I ' ' � � , �, = � �� �� CHES�01�,-��ONALD N, BIiLIE �h'� = _ �� I � Co�t�aR' & BM 1960 PG 35�+ � �� m I '�' � _ - � DB 25,37�� � PG ,283 - - - _ � EXTEND ' �, ��� � , j I ` � I co I ���- �� I,` ���� �M � 960: PG � 354 RETAIN� � EXISTING - � i�:c + 00.00 -Y13 B- � � -- Iy I � 15 RC P �� �' '� , -. 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D 23 5 I?�_,680 ;- DB 28�9 PG 403 ��r �� - � � � SEE SHEET ll7 & ll8 FOR -Y13- PROF/LE SEE SHEET ll9 FOR -Y138 - PROF/LE SEE SHEET /20 FOR -Y13E- PROF/LE � -Yl3A- -Yl3C- Pl Sto 28+//.84 Pl Sto 12+06.32 0= 65° 2/' 12.2" (LT) �= 5/° 37' S2.7" IRT� D= ll° 48' 48.8" D= 23° 52' 23.7" L = 553.2/' L = 2/6.27' T = 3/1.09' T = 116.10' R = 485.00' R = 240.00' SE = 0.06 �V�S� H. W. LOCHNER, INC. 9� 4p. S9- 2840 PLAZA PLACE, : RALEIGH, NC 27612 (919) 571-7111 S %s'638' � ECOLOGICAL ENGINEERING s „os2,ss, 89 Sg. _L � NA� 83 S ir•52,2�, 96 q2. 411 �` WOODS OF ASHBURY ASSOC INC DB 4054 PG 736 BM 1986 PG 977 Z 28 ti ti0 �� F .00'S9 � Z8 bL 3.9s,9z.zo S S/oy�,ss• � PAPARELLA, DIEGO XIMILIANO � Z\Z°62 S ��•oo� ,00'06 ,lo'Zs � ' & KO�ALSKI. SHANNON KAY '�'a o 3.05,60.L0 S 3.10.9b.�0 S S �►°45�21 DB 14726 PG 2694�� �� " 5���� � � - �0 g6.53• B�I 1987 PG 715 �s e S��_��_---� .. -. � �= Z9 4°Sg.5p, _ �P � �,°� o��'i a,� � ,�, 92.Op� � � �xw� � � - - �o�'ti`0' �a � �o ^ �5• , + _X �c�� rnm^c� rn�n � 49 39� E w , . ,�� �,� �Z 90,p�. � wn � y c�m o'm � k�J` J`6'S7� � �� m �,r N - � � �' y � o ." 2 ' � � /� O � w Z ( " o v� ' v N � �� � � � . uf , ` m / w � � ° N � ) � o � �L�,N � � �00 00; � ^� BEGI1� C011tSTR UCTI01� -Y�3c : P , ._ � �`'; �E ���3� P ,• IL A EY,'�R a s � -_ -- � // o-� - B L. L�AM� E - ' o - • � � s � , (i�„ � � 15i7 � 8 -Yl3C- SR 4p27 RE/Gq� _ - - ` ^' �NC co 90 � YT3��PG �v STA. l0 + 00 0�- E -- - � �Sr� � � � � �.00 - - � �� oo' LT +50 = y�EST. TROY L . _ ��� �-' ��'w 19.03' , n,� -Y c- ' _, & C ETT� SARAH A Mia �Nilsix�` � � � � � � � � � E N � 5. ' LT � , ..., o cn HU I�1,1� ON. J ES E . _ ,•g2,2g w D B 138 PG 2511 EATY� GREER B� VINING, NAOMI J & H TC�{�NsoN. ELLIE W - � � _ = 50'0 'wD D BM 1987 G 715 ,& VINING, FORRE T R o �� ----� �� 2G1 N a � Y13C 4 0 o z RAMIREZ� LUI < � �- ' F � � '`= `f' ,� DB 12244 PG 13 n & RAMIREZ� MQ H o/ N� � m � \. 15 9 " \ � / o� , o y DB 13234 PG 18v't2 � . I I� 1987 PG - � � 04 �G 867 � Z - � _ ��C EXISTI � � � \ � E � � + 85.23 '�_ � � .o � y BM 1987 P 7� I � - � � . o � , � oo . - - n � . _ � \ n � 2. _/ o �, Z N � o _ �I 198 -�6 5 '.o co D 9944 PG 128 / I � �1D RETAIN PIP � � . � _ � _ _ � \ � NNiNcs � � , �, , � �ASS I RIP RAP - `� `� " � c� , o °� ' w I PG 715 � +25.00 -Y � �� �� y / ,• � �, ' � I � ' � � I � : o C TOPHER J 26.93'' � � � � � . �� � � �_� _ . _ a+ o I � � . � , o '' � I o -� GE 2 +50.00 -Y13C � ``� -� � � \\ , CLASS I RIP RAP �`�3 �,�/ o o' m o'• • � ' N N � o.� -- • 7 0=Y13C- q.08 0 EST 11 TONS y � � o 0 0 �c,y I -�, N GG, KA � 0 RT /_ \ \ \' S ELL, � ��� 6-� b.� -- _ __ DB 11601 PG 1626 +18.00 -Y13A- EST 22 SY GEOTEXTILE W EILI N • N�, • ��.' o � � � o W A G Y/ Q, `� m \\ � P 120.00' LT +00.00 -Yl A- & D 117�� G 32 A •� • L_ �9Z,�OeLO N .8 �� 0� N N 03°38• . 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SHEET NO. � .. LOC H N E R r� ; ; R-2 721 66 �� ii i � i II li i l I� i i i ii I� II � i � i --- � ii i I i� I i i i i i i i!I i i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License , , , , � �� � , Number F-0159 �������s�s��s ��e��� , , i ; ' I ! ; , � � i , , , , ; i , ; i , ,, , ;, �..� SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N 905 JONES FRANKLIN ROAD ��������y���y ����y� \,tl�I/ RALEIGH, NORTH CAROLINA 27606 ��l �L ��I �' j— �— � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I i � I I I I I I I � I I I � � I , � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED : : I I I I II I I I I I I I I I II I I ' � I II ! I I li I I I II i i i � I I I I I __. �--�-�- ___I I___ _ _ _ _ _ _ _ _ _ ------ I II I I _ _ _ -- _-- __ . _ I _i__�_ i_ ____I __I_I --- I _ I I ___� i___ i _i -__ . -_ _. - ___ _ -__ -- _ _. _ ____ -- _ - _ _ -_ _ -- i. � -�_ _il _ i _il- _i I i_ _i i _ _il i i i _i i i i i i _i � I I I I I I I I_ . _ - -- --. - - --- ._ _ - -- -- - - -- -- - _- - _ .— _ ---_ — -_ _ __ I � � _ _ II _ _ I II I I I -I - I I _- __ . - __ .- _ - __ _ _- _ -- - - -- __ _ -- ---- _ ----_ _ __ __ _ __ I I_I--�_ I__ IJ_I, _I_ I_ I� I _I, �_I I__I I IJ;___� I-----I � � � � '--i ____ - - _ _ ___ _ ___ __ ____ ---- _ _ _ __ ___ _ --- _ __ __ _ __ ___i_ _ :___. 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I -I__ -__.- _ -. . _- I _I--- _ . --_ _ ---- ___ . -- — --- -- - . ---- ---- -- -- II �,� I I I� I I i i I I__- i- _I _ i I-i�--_ -_,-I ��I I I � � � SEE SHEET 4 FOR -Ll - PLAN V lEW _�._ _ ___ __ __- _ ___�_ �_ __. _ O � _ _ . _ _� i _�_ _i _ i i i _i_ _� i �_ _� i _ _i _� �_� i __ _._ i i i ---i_ --_ _ - _ _ _ __ _ -- - - i i� i I i � _ - _ --- __ --- --_ --- _ - . _-- __ — - - — __ _ —_ _ _'I, -- __ -- - -- ---__ _ ---_ _ -- -- __ __ -- _I _ i _ I_ _� � ! ! ! � --- -- -- -- . _ _ _ - - - ___ _ - -- -- - -- - - _ i � �_ _I i __ _ - __ _ � �_ _ : _____ _ _ . __ __ - _ � _ � I _ -I _ - I_ I r I �� , i _ _ - --- __ - - _ -- -- _ ._. _ __ ._ _ _ _ _ . . . . . . . I I I I I i i i I I I I I Q� _�_ � � � � � ,� _ _ __ ___ _ ___ _ __ __ _ __ _�___ , � __ , J_�_____ ___ ___ __,___� ____ _ __ ___ ___ _ __ _ __ ___ _ _ _ � � � � � � � �� __ _ __ ____ _ ___ _ __ __ _ _ _ __ -_. __- -_- _-. , ___ __. __. __. . __ __. _ : � � � � � � �� -Ll- STA 22f O.00 BK)= � ! ' ' � � _ � -- _ - _ _ . _ i �-_ _�i _ i _i_ _ i ,_ _, � i - _� i ' _�i i i i i_ I - - - � I I_I I__ ___._I _ II --__. -_-1 I_I I -_I I I_ . _I _I I I I -1__ _ . I � I_ I _�_-I-__. -_ _ _- ---_ ---. - --- _ _ . . ---_ _. _ ��� ' � _ __ �, _ _ __ L STA 0+0 .00(A � . - - - --- -------- -- � I�_� � _ - � � � � � � � , - _ _- --_ _ _ _� � �_ �_'� � � �___� ____ � - - I-_ ---I�-' . --- �-- -' � � I � -- _ _ ___ -- - - __ __ � � : : : : : : : : : : : : : : : : I I ' -, , � � ' I : : _ : I I I ��� I \ I I I I i I I I I I I '� I I _ l I I I l I I I I .�� - -. — --�- �__ �- I ,_J _�- I_� I I� �_ I- -I I _, _ . ---- -- - i � � � i ---- - i -- --- li i i _ li� I _- _I li i I I� i I I i i � I i i I i i i I _ ---- -- - --- -- -- J_ I _ _ �' 7 � � --_ _ _ __ _ _ ---_ , - _. ____ __ --_. __. - -_- - _- _- . _ _. _ -----. - - -_ � __ --. -_ _ - - - __ _ -_ _ _- -- � " ! I I I I I ! I ' I ��i � � � __ -_ i i I� �I I i I i i �_ � _ �� _ J � I ��-� i I � .�' ��''� i I v � __ _ __ _--__ _ ---_ _ _ ._ __ _;-�--I �- �, �-��-�--��_ _ � _: _ _. _I __ _- -� i _.--' __i EN LAT 2' B SE QITC lLT) � _____ _____ — __ __ I � � � - �_ __.---_ -- - ------ — _I_ ----- / � -C�f � __ . .-� - E I V 3 .30 � , ,_ - I I e,-' I � , � - - - - � - � E lST l G GI�OUN I 1� ?�. i _ . ,� . - � � � ,, �— �._ i i : i '�,,� - ' �— � --� _ �— �— �— ,,� _— � — ,�,, �� i i i i i i i i i �, �� i i i i I I J I l j i .-�� _� �� i ll ___II i ll I I II ll II II I JI II , i l I I I I I I I I I I I, ! I �� �-- , I li _ li i , I , i, _ 1 I ! � !I I I , -- EX STIN GR UND , , , , , � BEGI LA . 2' ASE DITC (L J l=15 35.0 j I � � j � i LEV' 3/5.6 i ,�I � � I -- . _� i i i i i __ � ii i I Ilii I i iii i i li i i i iii i i iii i i ! ! li " ! ! � li , ! , ' ' � ! I - - - - - : , I_' __I , I_ i -- _' ' 1__� i ' ' II I , , I i_' __i , I __ ' I -� , i I I I I I I i I I�I I� I jii � i iij i i i„ I i i jii il ill I � , , , , , , , SEE SHEET 5 FOR -L - PLAN V lEI N 19+00 20+00 21+00 22+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 � � � � �� � � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 67 �i ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; , i ; ; � , ; ; � � i ; ; � , ; i , � i � ; � �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N ��� •\,��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY �' j— �— � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I I I � � ,� i � � � � -y �- I i il !� � � I III II II �IIII I I III�II II II IIII I I I I I II I! I I II IIII � ' DOCUMENT NOT CONSIDERED FINAL i UNLESS ALL SIGNATURES COMPLETED ' � I� , ; i I � I, I I' I I� �, , , 'I B-Rf � � � � � � � � � � � � � � � Pl = 27 � L S Ae 3/ 90e '6 � ' ! � +75.00 STA 30+�7.60 � � EL = 387.92' � I VC = 500' ' � ii i iii i ii iii i i i i � i ii K= 357 I � _° � I I ! � -- � e � � � i 0 Pl - 24+00.00 - - ' � EL = 373.98' � , ROP SE -L- T - �+) •719 � � � � � ' � �� ! i� � ; ; VC = 200' RAD - - � � K= 1425 I I I I �, j - ___ _- ' �` i � _ � Z nJ � �_ __ � � _- � Q i __ i _ _ i _ _ � i � � - — _ _ _ _ _ _ __ � , __�._ � i i � � : : : _ _ BEG - _RT GR DE _ _ _ _ _ � � ' _� , � � ' - - - - - _-- _ N _ __ , _ e __ -- _ � � —� � i �, ��_ _ _ — --. __ � __ , — --- � _ - - . �8+ 8e�� _- __ — i 7� 4 � ._ �� i _ i _� � �. _� _ i � __ _ _ _ , -- _ _ (-�')3• � -� IJ I I � I J___� I--- -I �__I __ _ _ . - _ � __ _: / -_ � _ �p _ _- EL, 6/,45 --: -_ � � _ _ - � _ � � , �_ _ �� � _ _ _ _ _ i � � � _ _ __ — --_ _ 3.5 _ _ _ _ _ _ _— : ___ - �, �, EX T lN GR UND I I �"� _ � � — i i i � � � - _ � _ i __ : - --_ — _ _ _ _ _ _ � i� __ _-- I I _- I I_, I � I_� � I _ - _. �,-/ I �- z — i i- i i i i i — � I� � — — ' -- — ___ � i- _ _- il i_ I i II- I----�I_ I - I � I -- I � � _ _ -I i il �i �_- _I- -�I - - �- �I �I - .__ _. - _ ---_ ___- -- - . �l : . _ _ _ - - : . '� '� ' 'I _ ; BEG M Dl V �ITC _ � U _ � � � � � - � � - _ __ _ _ _ _ �i _ �i _ _ � �i i _ _ i i _ i � - _ � E V= 93.6 I �,_ I J,i_I _ I I_i _il � , I il I I �,i_ . I I -_ _._ _. -_ _ _ --- __ _. _ . __ _._ -- - Q - -- _ _-- - - -- _ � - --. _ - -_ �, _ _ _ i -I _ I_I _ II - _ i_ II II _ il _I � I II I �I �I !I �I �I I_ - - _ . __ _ . , --- _-- -- � - __ _ I _I-II __ I I_ --li I _ I - - - - I I i -. - -I I I I - --I __ _ _I I I_-I - __ - - __ -- ___I _ _ _. _. __ _ - - - � -- _ _-- _- _ I I I__i I I I I I I ! I I I I I I . -__. ---- __ _. - _. . - i ___ . -_ - -- - ____ _ I__I_I I I I__ I I I � --. _ ---- - __ ' I ' ' __ _. _ --- - -- _ . J �l-I � _ _ _I II _ II I I -- _ _ -- -- --- _ --- -- I_ __I I ---- -_ -- _-- _ _ I I I I_ I_I _ I I _ I _______ ----- _. - _ -. - � ___ _-_ _ ---- ---- _ __ _ ---- _ _ ---_ ._ -- - __ -- - _ ------ - -- _ _ � ! _ _ _ � � _-- - -- -- -- -- � U . __ --. _ _ I II_ _. _I __ _I ,_ : -i- . I , _. --- _ _--_ _ -- -- -_--_ _ _- . _-_ il_I I_I _ _ i_ I I� I_ I LI I I_I J_. l L I I J �'_� i_ -- __ _ - - _ _ _ �_ _ �I � _I I � , _ _- __ . _ __ - __ -- ___- _ Q — __ _ _ --- _ _— -- — __ I�I -�I il —�I _ III �I— _ I_ II II _ i ii il � il lil II —il_ ll� II il _li II_ — _-- --. — — —_ . _ I � _. -- _ . _ --_ _ ---- ___ . -- ------ -- — . ---. _— . __ — —. _ _ ----_ _— -- _. _—_ j--�-- _ —I _ i I �—I— . i _i i I � __� —I __ _I — i I—i�—I _—I _� �I I I : : : : SEE SHEET 6 FOR -L - PLAN V lEV1/ 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 --_ _ - - - __� _, - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ _ — - -- - - -- -_ - I -- - -- ---__ _ ---_ - -- -- __ __ _ _I _ I _ I_ _ _I I II� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, _l_ I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ -_ --_ _ _ � ---_ - i _: -- i _ i _ _ li _-- -- _ . _. _ . _ --- _ -- -- _ _ --- - -- _ _ _ _ � � � � � I I I I I I I � � I I I � i I I - __- --_ _ �_ � J,_�_____ EN� -L-L - AD� lBK ___ _- __ _ __ _I_ , I-_ � � I � -�_- I _ _ _�__I_� �_I__ , � I � � _-- � - - _ _ _ ___ _ -- - -- - L : -- ---- --- _ - _ __ ___ _ ____ ____ __ _ __ ____ _ ___ _ _- �� __ _ __ _ - _ ______�_ __�_ _� _�- ,�r� {- -�-- - '---- --- _ --_ ___ _-- � � �BEGI -L GR E AHJ � � - - � � __ _ : _- _ _ _ -_ : : __ _ : ' _� ,_ _, -� ; � � � � ; ; � I EL. 4 .89� -I --- _ I-- -- 0 I __ _ _ � _ _ �_ . ___ _ _ __ : �_� i__ ____i _ � --__ -_-� �_� � -_� � �_ _-i i i � � _�__ _ _� � � � _� i___ - -=- _ -_= i - --- ____ . _- O i - -- i, -_ _ --- - -- - - _ __ ___ _ _-- __ -- I_I _ � � i �I__ -- _ --- �-I-,----� �� � i__ � ii I I �I�_i � �`-� i ii_ __ i ii ��_ __ �� �� i, � I�_�_, , !__i � � _I__� li I __ -, ______ __ _-- - _ __ __ _ ___ -- - : : : : : : . . : : : : : : ' � I : : : : : -�RT - ' ' ' ' � ' ' : : : _ : : : : : - : : � � � � Pl = 39+00.00 � � � � � � Q i : : -- _ - __�_ �/ � i _ ---_ . ,i - -- _. _- I J,I_ �,I_, _I _ I� I_ __ I �i EL - ��`t.��� I�i I�_ i_I -I I _� I_ . ---. -- - - - -- - ---- . -- -- - - - ---- �- : _ _ __ _ _ ---_ , - _ -__ __. __. - _ i . _ _, _ _: --_. - - -_ _ - __ _ -. - -- _. . _. _ -__ _ _ _ i �� i i I i �I C— I I I I I I � _._ : .__ : , I � K = 595 � � ; (+)1. 092 � � � _� RAD i l 1.30 2°e � � i i � __ __ - - �-�_�-_�- ° - i _�_ -- - i - ---__ _ � � ---_ _ _ ._ _ _ __ __ - -- ---- --- � � � ---- ---- � -- - _l- �0-2r , --- � � (+) �� 7° _ -- --- --- — S�D- _�- - Q ��27 �` I �-�.� I I � I � ° � � � � � � � o �+ 273 8� __ � � � .060�/ _ _ -- -- � PRO OSE -L LT - � - - - - - -.� � _- -- � � � GR E' i -_ -- -- -- - � � _ ---- --�- _- � — /� � _— ----' J � _ti___ —� _ �— -- -- _ _, __ _� � l+� I. 239 ��_ —� ^ �� � � � BE lN —_LT GR DE-- �i � i ii �i �i - �I_ _L�Q ii ,i i ii 'I �i ii 'I i ii —LLT — � — L— ST 37+ 0 �� - _ � I I � � - �� , �, � �, I I I � �, Pl = 4/+25.00 Q � , , , , , : � ELe 06e0/ L_LT — EL = 4/6.95' � � Pl = 38+00.00 VC = 450' E E Al Dl7 CH EL = 408.07' K= 3/7 Pl= 3f5 00 _ I VC = 200' I' '� �'� � I � � i I, I j �d - : �I �I �I � � ,I K— 298 � � � � � � � � � '� � ' �� �� � ELE —39 40 I I � I I , � i � �, I�, � � � v � � � i " ! '' ! i , �, ' � i — — � , i_'' __i , �_ i -- _, ' i__� � II I ' i i_'' __� , i __ ' 'i —� , � i i i ,i � �, � ,i i I�I I� I jii � i iij i i i„ I i i jii ili I � � � SEE SHEET 6 FOR -L - PLAN V lEW 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 � � � � �� � � � � PROJECT REFERENCE NO. SHEET NO. \ LOC H N E R r� ; ; � R-2 721 68_ �� ii i � II li i l I� �I � i � � ����� i � i i i I I i i I i i i l � I I I I I I I i I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS . , , , , � �� , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 E. ILL A�S ST �9�9� 5��-��i� Nc License Number F-0159 �������s�s��s ��e��� - -: - ; ; � , ; i , ; i � ; � �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N •\,��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY Pl - 48+50.00 � j` "� TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N��f' L75� 1F�I� C�NS�°R�JC7['d�N o EL = 426.44` � I I I I � VC - l 000' � j j � � j 'I � 'I j �, �� j l , � � � �'I - , I _ i I I i j I� I ! i I li i i � K- 346 I I I,, I o EN BR C'iE DOCUMENT NOT CONSIDERED FINAL � . UNLESS ALL SIGNATURES COMPLETED (+� .309 '� (1)l.5 / � � , : O � � , , ,I ;I � I � I� L TAo 4+20 9 � I � W Q — - i! i i i I' i' i � � � � / `� � i � i i i i i i � � _ _ — _ _ _„ i _ _�_ _ : � � III II� ! III II�� I I���I �I�I li, ! !�I I il ! I J ` �'� I � � II II II I ! ! ! ! ! � � ,_., i i � � � . `� �` `` _� I' -_i - _ I _ I _ _ I _ _ I _ _ _ _ � - - -- __ -� / �_ I I v 1 -__ . -_ _. - ___ _ -__ -- _ _. _ � `� �_ � I I i � _ - _ _ —_ � - _ _ � i� il_ __ - -- --. — — --- _ _ - -- -- _ ---_ _ __ __ _ __ - _ _ —_ --� - _ .— � � � ; I ' I l I l -__ _ . -- ---. _ _ � .i � __ . _ - - -- _ __ -- - ----_ � __ -- _ __ � � I- � E lSTI G G __ _:_ _ _ _ _ _ __ __ __ _: _ - _ _ � _ � ` I ' OU�/ I _ _ ___ _ --- _ __ _ __ __ _ _ — --_ ---- — --_ _— _ _ _-- _ ___ I _ � � �,^ _ _ _ _ _ _ _ _ _ _ _ � � � � �� � � I �-� - _,_ i i � '' i _ _ _ -� '_- -- — --- - -- — -- --- — --- — --- �-- _, � � i _ _ _ _ _ ,.. � — � _ _ _ _ � _ — I �- _ — -- — — — --�_ i ��'^-�� , �� l � i _ � � �` - - --- -- - - � _- . — . -. _ _ - -_ - __ _- - __ __- �_ _ , J -- -- - - - - ' __I - .__ --- _ - -- _ ���-• �o �I- - , , � _ � --- � II I I I I � `�_ �, �,�.� ♦ � , ���� � _ � \ �• �_ � � `..J � ,�, ,� � � I . i i __i.��. __ � ���L_� �� I I _ I -- -- - -: - - -- I'� �_ B GlN AT. ASE DlT 1L7�) � J_ 1 '��-- ---- ___ � : Q: - - -- -- _ _-- __ -- _ � . i �_ � _ -- __ ___ _ __ _ -- _ _ _ _ ___ _ - � 1=50 42. � -1 � � I � , 'I ' , _ __ _-� __ _ - _ __ -- — - -- � - __ _ � � � � ---- _ _ _ — - -- - , -_ _ - -- - � -- __ __ __ - — _' _ _ -- LEV 39� �i _� ' � � � � � l-) 2.0 ° _ _-- — - � '� �_ � ' �_ _ � I' I 8 9/ ---- � -- -- ------ __ ___ _ ---- _ __ � � � � � e -- --- _ e _ + ___ _-- --___ — -- _-- �_ __� � __ � Pl 52 .00 i ---- ----- 10 5 47/ --_ __ ---- -_ __ _� � ---- ------ • � -- ---- _ -- _-- _ _ � � � �_� _ � � = . - ------ ---- __ ____ ---- --- -- -- __ ___ _ ---- __ � � �� � � — -- _ __� � _ --- �_ i- _i _ __ i- _i i i_ ___i __ _i --- —_— ----- _ __ _ __�__ __ _ -- --_ _ _____ _ __ __ i i i _ i i ------ -- _ . _ __ --- __ ----- �_ _� _i _ � � _i_ � �� _� �_, � _�_ � : _ ND T. B SE /TCI� lLT , _ ____ _ _ _ __ _ _ --- __ __ � - - ' � � � � _' ' _ � --��� �4. �- __- '�- - __ _ _ �_ �_ _ _ _— -- -- I ---I I -- I_ _I � II II_II I I_I _��I_ I-� I- I -� i I • - I I - -- - . _ ----_ _ __ -- __ ___ �,--� -� _ . _ '� i �-��- _, ; I � , , , ��- � �n � � _ _ --_ _ ---- ___ E = /.20 -_ _ _ .----- : � SEE E R -L- PLAN VIEW 45 + 00 46 + 00 47 + 00 48 + 00 49 + 00 50 + 00 51 + 00 52 + 00 53 + 00 54 + 00 55 + 00 56 + 00 57 + 00 58 + 00 � �� _ _ _ __ ___ _ ___ � __ -- _ ___ _ — _ _ _ _� i _ _i � �_� � _ _ � � i ___i_ -_ _ -- - - II _ I -il I il i I I I� I I I I - --- -- __ --- ---- -- - -- - - - _ __ ; ', �- - , ' - PIPE HYDRAULIC DAT A -- - -- ---__ _ ---_ _ _ ._ - __ � � _ _ _ -- - '� _ _ ' � - � � --- ---- -- . -- -- - ___ -_ _ __ _ ___ _ _____ _ _ . __ _ _ --�—i—�_ _li _ �----li_ i r -l--i— �_li _���, __I� ----__ — -- _ _---- _ :__ „ -- : : : : : - : : : : -: : : : : : - : i i i 30 RCP Sta. 70+87 -L_ : . . : _ L_ i i i DRAINAGE AREA = 5.4 AC � � � � DESIGN FREQUENCY = 50_ YRS _ _- --_ _ _-- _ __ __ _ __ �--_ _ _ � J_�_ I_�__ _�__ _I__ , � - I - _- I -_ ____ __ _-- ___ __ __ __ _ I � �I � I�� � �� : ,I- .- -: : --- : : - : : ---- : :- --: : -_ : .- -: --- � �-. _-�_ _-�_ , . ' . _ _ ___ _. -- _. --- � _. _ __. DESIGN DISCHARGE = 22 CFS � °o I I I I DESIGN HW ELEVATION = 370.6 FT o � � � � l00 YEAR DISCHARGE = 23 CFS _ _ _ __ � � ; � ; _,_ _ � �_ _ � , _, �_ � ; ; _ Q — _ _ _ __ __ _i � — --- . _ i _ __ -_ _ --- : �- �__ __ _i _ i -__ -__� �_� � -_� � i_ -i � i � � _�__ _ _� � �_ � _� �___. :- -- _-- _- ---. - - --- l00 YEAR HV�I ELEVATION - 370.7 FT _ _ (� _- --_ _ _-- _ _— -- I_I _ '� 'i___�' � ' 'I__ -- _ 'i _,—_I�_i_' �_'i __ i i i i__ '_'� 'i__i '� 'i 'i_,—_�' � '_I__,—_'� '� __�I�_'�_' ________ _-- ___ ___ OVERTOPPING FREQUENCY= 500 ± YRS __ _ : : : : : : : : : : : : ' ' OVERTOPPING DISCHARGE = 60 CFS : : : : i i i :� : P OPO ED �RAD i i i OVERTOPPING ELEVATION = 374.6 FT ' �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 � � � � � � � 0 � -- — �—_. � I � � \ � �� /� `�_�-_ I � J �` �� �� � � ♦ i i � � i i � i i I i i i �� ,� I I, I I ! ` I I I i I I I li I i v �� ' �� ` �` ' �� ,,�, �` `J ) I � /� `� - �� � � `�/' I� _-I II I I I l II I I l i i I I, I !, , I II I Ji I ��� � ` _ _ � -- II II —� , ! I I! I! I '! ! I' I I I I �I , I � ` '� �� ��\ , _ � � � � ♦ � � � � � �� �/ � � � � — � I ,� Fi'CF' , i i � , i � I , li �� —� � � II I I I II I I I I II II I I-- . j I_II II II II II I I I !� I � � � I II I I i I Ili i ` \ , , „ �� J __ ___ � i � i i i i � � i � � �-�'I�.-�� �- - E/f -fL-�} I i _"-- -- _ e _ - — - — - I� � . � ---- ------ ------ 6/ " '� ---- � � Pl 65+ .DO - ------ ------ ------ - --- - -- o - - - ------ ------ ------ ----- ------ ------ ------ � � ( J 0. 286 e , � , � Pl 67+ 0.00 �_ __� I_ I__ _ �__� I I' � I_ __� �___ � _I � � � � i i i ,�i i �I, � , i �i _— I�I I� I jii � i iij i i i„ I i i jii ili I � , , , , , , , SEE SHEET 8 FOR -L - PLAN V lEW 58 + 00 59 + 00 60 + 00 61 + 00 62 + 00 63 + 00 64 + 00 65 + 00 66 + 00 67 + 00 68 + 00 69 + 00 70 + 00 71 + 00 � � � � �� � � � � PROJECT REFERENCE NO. SHEET NO. r .. LOC H N E R \� � �� � � � � C U L V E R T H Y D R A U L I C D A T A R-2 � 2� 6 9_ �� il 'I -�j I I I I I I I I I I I I I I I li H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ! ' 2840 PLAZA PLACE SUITE 202 ENGINEER ENGINEER � � � � � DESIGN DISCHARGE = 260 CFS RALE I G H, N c 2 �6 i 2 _ L_ DESIGN FREQUENCY = 50 YRS �919) 571-7111 Nc License DESIGN l-lVV ELEVATION = 357.9 FT Number F-0159 ��T���1[]�][�IE�I� I�]�A�T� , � � ; � , , ; , , , , , , ; � , ; � , eAsE oiscH,��E = 28o cFs •. SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N BASE FREQUEIVCY - IOO YRS �\,��I/ � RALEIOGH,NORTHCAROLNA27606 ���������JL411 �����I� � � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 O� : : : : ;, BASE H►N ELEVATION = 358.2 FT I I �� N�� LJ�� ��� �����R�.T����N �' � �� �� � I I I I, Pl = 77+00.00 �� �� � �� �� OVERTOPPING DISCHARGE = 680 CFS � �, � I ,, I I I � � � � I OVERTOPPING FREQUENCY= � 500 YRS I� ' � ' � I�' �' EL = 38/.47' � � ' OVERTOPPING ELEVATION = 364.2 FT VC = J�OO� DOCUMENT NOT CONSIDERED FINAL � K= 49S UNLESS ALL SIGNATURES COMPLETED � i - - - - , i il i � : �'- .5 % ( .�2.5 � ; I � ; Pl = 85+75.00 O 8 6/ i PR POSQD G ADE EL = 358.88' � VC = 1050' � �1 K = 243 � ii I! 'I� iii i ii iii i! li' I! i ii I' I o � Q i i i PR POS D � W � , i i , , il ; l4' 0' R BC ' �I �� I I� I I� ! I� I�� !, I �� �� �, �� ! I CR SSI N � �- � �i ,, ! � � EGl � LAT BAS� D CH l T) � � P P E ,�� R B � � v �� - i i _ i i � . � i - - - - - � --- -- � : : �� : : -- ELE =35 '.40 - -- ------------ --� _ ' -� I ___ _ _ ___ --- � I --- -- - : � - _ � - i -- ---- -- _ _ - �. _ _ _ _ - - - �- � _�- � s�_ �- � � � -- -- - I -- - - I - - � - - � : : � � \ � r - --.. �'1 - _l _�I_ � __l __ _ - �I _ _ - _ -- - I _ -- i _I__I I_ i '--I� ___ ---- � � - _ _- - ----- ------ ----- ------ � � 1 � / I -_ _ _ I� � _ __ � -_ _: __ - - � -- - - ------ ----- ------ ------ ------ ----- ---- _ _ � e : _ _ 2. _ppp� i •- � _ � - ---- ------ ------ � - _ _ � _-- -- ----- ------ ------� ------ ----------- _ o _ 0 "� "� � . . .. ... .. . . .. .. . . .. .. .. . .. ... .. . I... ...I .. ... I... . .. . . .. ... ... ... . . . _�_ _- ___ ___ . . . .. .. .. . .. (�. .. .. . .. . . .. ... . . . . . . . . .. I � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . � � . . .. . . . . . . . . . . . . . . . . . . . e. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . _ . . _ . _ . _ . _ __ - --_ ---- _ ___ ___ _ _ --_ _ � ) 0. 990 _ _ •� /, � -: -r ___ _ _ _ ___ _ _ _ E � �. I � ff� -: �� _ , EXIS lNG GROU-D ------ - _ _ - - - � - - - - - - - - - - - - ---- _ �I , _ __ -- - , �s j . ____ - --- -- __ _ _ ___ _ -- -- - - _ + ( J 0 3/7 � __ _ _ _ _ _ _ _ _ _ I P1=7 f13. 0 Pl 8 0 .00 : : � ; BEGI LAT. BASE DlT H� ) i : __ __ __ _ _ __ __ '� _ __ � I � /=8 � +75. 0 � : � , -, i Q : : _ _ : - --- � �_ , � �'� i E D T. BA E ITCH (RTJ � -- _ --- - - -- � �_ _ _ I- - �- __ _ _ LEV � 346. 7 __ _ _ -- I � , - __ _ _ __ _ - __ J� - :_ __ �_� _ _ _ _ _� �_� � _� � � � � � _- - _ � � � � '� � � � �� � __�__�L _7�+ Q - . � -- -I� �_ ' _I __ _ - _I_I� __ � �i_ __�; : _ � _ _ _ _ : � --- i : __ _ _ -- - -- - Q - -- - _ i - - _ ___ -- - __ __ _ _-- __ _ i_i i i i__ i __ ---- __ _ _- � � � � � � EL V 3 8.88 P 8/f 0.00 __ --. _ ---- - __ I I i ' ��I-�I II .--II III I- II _-.- _. -- ------ � - . -- ----__ . ------ � ---- - -- _-- --_ ___ !- I--� � E -3 5.67 I _ -- _-- _ _ � � � �_ �_� _ � � _ � ______ ----- __ _ ---- ---- __ ___ _ ---- _ __ _ � � � � __ � � _ � _---__-- ------ -- - _ _----- ---- __ _ __ --_ _ _____ ___ 'i-i �--i-_ _i _ -_. _�_ _i_ _i i_ _. _i __ _i i__: _�__ . i �_, ____ _ -- --- _ __ __ _ I � _I_ J LI I I _I J_. I I I J _ i _ -L� I , j- -- ----- - _ _ . _ _ _ , _-_ E LA . BA E D CH RT) _ --- _ _� _i _ ___ _ _ __ I� _ - __ _ _ --- _- -- - __ li JI i_ -� I il ! � il lil II -il_ ll� II il �I_ - _-- --. . / �-U2� .�0 I �-. I _ �I- _ -- � . __ ---. _ _ I I _. - _ _I : : : -- -- --- '- �- . _ _, - '� � � �- . -,-,-', , � , � - ; ,-,�-� _-� -, �� � -'--�- _ --___ _ ___- _. E V=3 .00 ; - - ----_ __ � SEE SHEET 9 FOR L PLAN VIEVII 71 + 00 72 + 00 73 + 00 74 + 00 75 + 00 76 + 00 77 + 00 78 + 00 79 + 00 80 + 00 81 + 00 82 + 00 83 + 00 84 + 00 _ -- - _ _ �_ _ � ___ __ . _ � _`-�: _'i__ __ ii _� i i_ _� - i _ _i � i_��-_ _I _ I_ _ --- --- __ --- ---- ___ _ __ . ___ __ -- - ST RUCT URE HYDRAULIC DAT A � �� ,'''� -- -- - II i I - - -- -- _. __ _ _II _ I _ I_ _I I _I L ! _I I --- ---- -- . __ -- - -____ . ----- -- __ --- - _ -_ -_ _ I 1 �, -, I , _- -_ _. - _ -'-�-I-�_ _� _ I----I_ � ri ---I- �_I _��I __� ----__ - -- __ _---- _ ._. _ __ ---_ -- - __ ---- -- : : DESIGN DISCHARGE = 2600 CFS : : : - : i i i i i : . : DESIGN FREQUENCY = 50 YRS � � � � � DESIG ELE ATlO = 354.1 Fi : : : : : - �- i i i i i : : � : : : - - BASE Dl� ARGE N 2800 CFS �__I___ ___ I _ _-- ___ ____ _ ___ ___ _ O - __ _ __ _ I_ I__ _ I__ , __ ____ � , , IJ �� �� , �- ' I�� __ __ _ __ _ __ __ ,_ __ ___ ___ __ __ ,-- -- -- __ --- ____ ____ _ ___ _ _ _ _ : BASE FREQUENCY = l00 YRS . : � � i I I I-__ I_._ :� i BASE M�l ELEV AT lON = 354.4 FT ,. C� 0 E TO Pl G DISC GE = 9700 CFS - . �'-. _'� _ � � � �_ _ � �_ _, �- _, ; � � � � � :_�_ _ I_- __ _I_: ---- -I-- � ,, i Q �_ __ V R P N HAR ___ -_ I i_i i -_i i i_ ___I _i i i i _i__ _ _i� � i i '--�-__ . _ ���� I - -_ : � - OVERTOPPING FREQUENCY= 500 + YRS --- : . �-�,� � � i �_ _ __ I --- i � i i i i i _ � -_ _ - _ ---_ ___ - --- _ - - _ -- I_I _ -_�� ! I li, � I�_i_ �_i- --- �__ li _i ! �i ��_� _�I � I-I_-� I � I�_i_I ___ ___ -- - - - -� �� - - - OVERTOPPING ELEVATION - 36/.2 � �-�' � i i i�� i i O -- - : - _ i i ,� i i i _ - --_ --- _ I ��� i -- �_� �_� � �� 'I�_ �_'I i �_, I_ __-__ -- - ___ T LL T LL ___ -- I� __ - __�_ _ � _ ---- - -- i - IiJ_ �_, ��- �i� �_ � li I I H_,� I i i i i i -i i i : : � � � �� _ __ _ _ _ _ _ _ _ __ _ _ ---_ � � _ __ ____ __ ___ _ ___ _ ____ . __ _ _ __ -- -- , :-. - - - -- , , -: -- � -- - - -- : - � ,� i I , i ii , i _, i � � :-- . ! ! I�_� ._ �I I , I' ! ! ', . I � � � I � �- I I I I (� i I - - -� _ _ Pl = 85+75.00 ;-, �--�_ _� _ _ - _ � �� �, � �-�-�--�- _� _ - ^,-r � ---- __ --- -- _____ __ _ __ -- - __ --- -- - � - , I _ ,_,- i_ _ II I i i I- I i I I i i I i i i-- - � � TAa 3+0/e 0 �� ' � � ' � � EL 358.88 �� i i i i � Q L ST A, 85 f 6°00 �C = 1,050' �� I I I I I i � K = 34/ ��� I i � i i ' i i i i I _Q � ! i , � i � _ � � � � I � I f � --- ----- ----- ------ ------ --- � �_0.3 00 `� -� --- ----- ------ ----- ---- - ------ ----------- � `' � (+ 0.50 0°e �i _ �� �, �f LOW SIDE f - � � �, - -��--C � � „ - . : , I I� _I� �I II --- - / / / I I I I I I� II I I li , . � P OPO � El�, A E � � � p� ! ! L I^.. '- /� ! ! I ��� v � .� ► � � -� � � -- _ � ._..� _� -�- � � � �, \ / r-�� hN .5, �� J � 3.5 1 ,� ^ _ � - --- ---- `--- -/- N e I N. I J� �- �_ � li i i i ' i I i i i I li I� � 4� i i i i i i i i i i i i �' MI i i i ---- ' � +J 0. 257 e � 2.5 I o ' �, ,,�, '� � �, � � E�D S D. BA E ITCH `� � � w J + ° c� Q C� EL = 6.0 � Q � � � � EL =34 � .07 � � , � � , ' � � '� ' , � '� � � - - - - � E � Gl STD. BAS D H( T) =83 25.0 �_' __ i '_ -- _' �__� j I � I_' __ � �___' I _'I � V- I I ! Il l i � i i i ll Il i i„ I i ll Il l i I� ! I� i i l i li I ' �I � I � , , , , , , , SEE SHEET l0 FOR -L - PLAN V lEW 83 + 00 84 + 00 85 + 00 86 + 00 87 + 00 88 + 00 89 + 00 90 + 00 91 + 00 92 + 00 93 + 00 94 + 00 95 + 00 96 + 00 � C � � � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. �� � I I I I I I I I I ; i r R-2 721 70_ H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � I I I I I I I I II I I � II II II Ili II lil I I I , , : , , , , 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 � �� (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; , 'i ; ; '� , ; ; ; � i � ; ; ; , ; i , � � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N SU S� LAK RD . '� 905 JONES FRANKLIN ROAD }�� j� �(y �7 � \,��I/ + RALEIGH, NORTH CAROLINA27606 �������"JL���JL4 11 �����I � � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N � I I I I , ; �,� I � � � �� � �� � ' , EX ST lN GR UND " I I I � � ��� � �� '� �'� � ', I, I li�l �i , I� I, �i i � � DOCUMENT NOT CONSIDERED FINAL O -- I UNLESS ALL SIGNATURES COMPLETED _ — .- � O �- -- �' � - � � � � ' L-- __ __ -- - - �� �� `� i, !I I l il i i i I i i l I ! ' � � � �� �.► �� -� I �i �\ O � �� �� ! I� I ♦� \ Q> � I .T / � � � 'I, Q �� � � ��` i Q . � . . . ' . . . . . . ' . . . . . . . .\ 1 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . � . . . . . . ` \ . I I I � . . . � I . � � II . . . II 'I �. II I � . I. . . . . . . . . . . . . `� . . . . . . . . , . . . . . ,I . . . . . . . . . . . . . �``` . . . . . .. . . . . . . �..-^ . . �.'/ I. . . . . . _\ � . �-/ J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .^``. . . . . . . . . . �� I . . . . . .� . . . . i. . . . . . . ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . v . . . . . �. . . . . . . ! , ` � � I � � il I i II I i i II i I' �� �� � � �, �; �, Pl = 106+50.00 � i, I� I, ��I I II III I I I! I I,I II I,� , !I, I I I, EL = 369.25' �1 � VC = 550' Z _ . � ��_�� _ _ _�� �� _ � _ � _ _ � _ _ K - 2// � � �i Ii i i — : : : :` _ _ -- _-- __ _ _ _ i , __ _ ___ ___ i_�_ i_ i-_i _I i _II I i_ i I_i I I i_i _� i__i i � I _i _ - _ _ -_ _ __ � � -- _I _ _I- _ _ _ _ _I r � � -I -I I I I � � _I_ __ - -- --. -- � - -- �V - _ .— _ ---_ — -_ _ __ I II I _ _ _ _ - _ __ . - _ _ _- _ . -- ---. _ _ ----_ __ -- _. __ I I -�- I__ __ �_III Ili L I IJ---� I--- -II � I I � . � ___ _-. _ --- __- __ -__ I I 1 I J-1-=II_ I II I I i i i i � . I � � - --. ---- _ _ _-- . _ _-- . __. _ i i -. ' � � _ I _ _ __ _ _ 0 � I I I I I I I �� o , - - - - � -��� .50Q °� 3' � : v : : : : : : : i I --- ---- ----i---- ---e---- --- �+� .1. 800°� i _ -- : �l +J.50_/ __ -- — --- ----- -- --- — ------ ---{--- ---- - ---- --- , ----- --- _ _ __- _ __ : cC : : : : : : . � J � � i ' _ : : -- : - : - : : - : : - : -- lil _ � , I � _ _ � � _ _ � _ : : I Pl 03 0.00 , ' _' __ _ - — -- -- _ _-- __ i �_ I _ i �_ - I I- _. _ -- � E V 3 6.34 � - - : ___ - __ _-_ : - -- _- _ _ � � __ _ ___ _ — __ ; _ __ li � �i I �i r f�8� � _— i _I __ _ — I—II -- I li— --�; _ i __ - i i i ii �_� — --� _ _— _ ____ _ _. __ _ _ _ _ _ -- _ _-- __ _ i i_i__ i i i � i �i _i i : i � i — 05f . � � _ _— — _ ! _--- EL V =3 7.12 _-- --- � _ --- ___ -- - _ _ __ _ ---- _ __ � � � � _ ___ _-- --_ __ ! __. _ � � _. _ _ �_ __ ! - -- _-- _ � � � � _ - _ , -- - -__ ---- __ _ _ __ ---- -- -- __ __ � � � � � __ -- - _ ------ - -- _ __ _ ---- _ _ _ � _-- -- - ---- _ __ _ __ --_ _ ___ �_ �_ _� _ __ �_ _� � �_ ___� __ _� _ __�_ _� _ _ , �_ -- -- -- _ . _ END � SPE . CU i V TCH � IRTJ - _ __ --- _ ____ _ -- --- _ ___ _ __ _ _ i_ _� __ __ _I i_I J I � i i � _ i__ i ' i , I I� I LI � i i i i i �� i � l -- __ __ � � �� _ _ __ _ _ __ __ __ _ __ I� _ _ _ _ - I _ _ � � I — _- _ _ --I I -- I_ _I � II II-II I II- - II � --I- - E =3�6.64 ___ _---_ _ _----_ _ __: - : : : - ----- : -- _-- : - -- I_I� �_I I� _ _II _ �li i � II_ -' : � �� � � _' I I � � !�-I : I ! �� , I i � SEE SHEET ll FOR -L - PLAN V lEW 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 _� I ___i '— ___I _ _ _ _ _ _ __ ___ _ — _ _ _ __ _ __ _. — _ i _�_ i _ i _i _� i �_ _� — i . _I _ i_ _ --- --- -_ --- ---- --- _ -_ . _-- __ -- — -- — — -- -- — � � — -- ------- -- — -- ---__ _ ---_ _ -- -- __ __ _ _I _ i _ I_ _� � _I � i �_I I --- ---- -- . __ -- — _____ _ ----- —_ __ --- — _ __ _ i �, � —, �i � __ _ - __ _ _____ _ _ . __ __ — _ �—�—i—�_ _i _ � ----i_ _i r� ---i— �_i _�� �, __� ---- __ — -- __ _---- _ . __ __ --- _ ---- __ ---- -- : : : : : — : : : : —: : : : : : _ : I I I I I : : . : — — I I I I L i i i i Pl = l2/+00.00 O - _ _- --_ _ _-- - -- __ _�_ I__ � J,_�__I___ ,--I-,-� � I--�-� �� EL = 4/4.25' � _ __ � -1-� � � � � -�-� I--- _ I ,_,- ____ ___ _-- ___ _ __ _ _ _ _ - __ _ __ --_ _ --- _ __ __ _ __ C = 1200 , � -__ ,_ -_. __. __. __. . __- � ___ - --. __. --- � __. _ ---. _ _ ----. � I I I I I K= 3/6 nl � � N � i i i �_--� —r--� ,� ,__ —_ _ o � — I � _ _ � � � � � � i — —... — '�-�_ I i�� � E lSTI G GRDUND { i i �' � � � � � � __ -_ -� � I -- Q __ - _ _ _ __ __ - - - _ _ _ __ - — -- � -__ I, _ -- -_ _ --- ' -I --I _ _ � � i_ i I _ _ __-_ � I i I �8.6� � e __ __ --= ---= li� i --- __� i �� �i ��_ __ �i _�i i i I --�� _'i � � � , , _ — --- ------------- — _ � _ _ _ e i _ ---- i _ ______ __ _ __ __ - _ _- --_ _ _-- __ __ _ _ � _ � � �� (%) 70 � : : : _ --,, ' - � i : : _� -- - �-- �_ i � i i i � � � i ♦ i i i i i : y��I �� � � � I � �� � � � � � I_� I I� � I i i I / I I � _ ---_ �� ___ i ,- �� I_ _ � I � � �, I� �_I _ _, I_ L� -- I_ _ �_ � _ _ I _ - - Pl - 106+50.00 _ __ _-- I- i � i� --- '_'_ '—� i — —_ . I — i� —_. __— �i � i i — _ ; I ��� — --- _ _ -_ —: I I � —� O EL = 369.25 � � . � � VC = 550' � � � � K = 2// � ` _ � � ' ' _ — r i� �� ^ ���� � ---_ _ _ ._ __ �—_�__ i _�__ o � __ __ --- ------- --e -- --- — _ _ _ __ -- --- _ _ / — — i --- -- __ _ __ _ _ -- ---- .. � -- __ ---- _ _ � �i � �� �—��—��--- ---- -- -- - �� — ---- � — -- � f �..30 � I I I I � � o � � �-- -- _— — 34/ __ _— I I I I I J c� +) 3• ° i v � �, � � �� - � i i i;; i i ��D � -� �l : � P =l16+ 0.00 I � Z �� � , - , � !-� --� I i i i i � i; �1=I5 87.0 I � i; � _ , ' � � I �� � I ,� €�€V - - �C-1 �' _ 'I ' i � � i � �� _I , - - -- �� — — — — — � : : : : : : �! � � � � ' � � : : � � � �I , : � Pi ii6+ o.00 � E V =3 0.12 � �ii _i II i i-- i I�i i � lil I i iii ii i � : ' I II'' I '' ' I �' I'' I �� � , U � Q � ! li " ! ! � li , ! , ' ! I - - � , I_' __I , I_ i -- _' ' 1__� i ' ' II I , , I i_' __i , I __ ' I -� , i I I I I I I i , i II I�I I� I jii � i iij i i i„ I i i jii ili I � , , , , , , , SEE SHEET l2 FOR -L - PLAN V lEW 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 � r_ � � � � � � PROJECT REFERENCE NO. SHEET NO. r� .. , , � LOC H N E R CULVERT HYDRAULIC DATA '' ' R-2�2� ��_ „ i I II II I I li i I I II li II I I i I � I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ' � ' 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER � � DESIGN DISCHARGE _ l50 CFS � � ' , � � � � RA�E i � H, N c 2 �6� 2 DESIGN FREQUENCY = 50 YRS �9�9� 5��-�»� Nc License DESIGN M�l ELEVATION = 390.2 FT , , , N�mber F-o,59 ��T���1[][�][�IE�]E I[�]C�A�T� SUNGATE DESIGN GROUP P.A. ��� N��� ���E ��� �,� .�C��r�����N _ �� � � ��� � ��� � � � -L- � � .� BASE DISCHARGE l60 CFS I I � I I � I �� � �• + j� �(y �'}� �7 BASE FREQUENCY - l00 YRS •\,t�I/ � RALEIOGH, NORTH CAROL NA27606 ���������JL4 11 JC"����I � BASE HV1/ ELEVATION - 390.J l l � j` '� TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N��f' L75� 1F�I� C�N571°R�JC7['d�N I I I I OVERTOPPING DISCHARGE = 950 CFS ; ; I I � I � � � � i 'I OVERTOPPING FREQUENCY= � 500 YRS ', �� ', � '� � I I I �', , I �� �� ��� �� '� � �� I � �� �� OVERTOPPING ELEVATION = 404.5 FT II �: I I : �: I � : I DOCUMENT NOT CONSIDERED FINAL O UNLESS ALL SIGNATURES COMPLETED � � ` V i� � il il il I l il i i l il i il il �l i il �I il il � N , � Q Pl = l2/+00.00 l _ � EL = 4/4 25' _ _ - - — - - _ � . i I ii I �I �i i i I i li I I I I � � �� v 1 V l.. —� 20�� I I I! � Ii I I I I I I I I I I ! I I' I i I I I Ii ! I I I I � I � —� � i K = 3%6 � ' �--� I� � � -- __ � ; � � , ' _ ,,�. _— � I� _ . . . . . . .. . . . . . . . . .. . . . . . . . . , . , . ,. . . . . . . . , . . , . ,. . I . i ' . . . . . � . . � l)0.6 5/% I' !I III I II III �� ! I�' I!'I II I,� ' �� ♦ W � . � � � � �-- � _ i � , � i -)0. ' S/% � � �� � : : � _'� ' � _� - � _ -� _: � " i _ - _ __ I _ il- _i - _ — _ .-_ _l _�I_ ! __l W . - ROP SED I� __ I'� �,_�__I- �_ �� i I�, �,_'� ' �' �-I- -I-I- � � i __ ._ _. � _ -- ---- -- I- - ___ � _ __ 4'xl0 RCB� _ � _�_ � _ � � __ _ - - � : � - --- ---- � _ _ i i _ � � . -� �� i_ _ i ' _ _ : � ROS l G � � � � � � � � � � � � � � _ ___ ---- _ ___ � �� _ i i _ i � � i i i U _ _ ___ _ � : _�_ � � � � PR POS D G ADE _._ _ _ _ _ _ _ -- : �l :- - :-: � _ --� - --. --- -- -- - - _ _ -- -_ _ - --- __ - _ ---_ _ - __ � i � � � i � � � -__ i - PROP SED 1 6'x$`R BC _i_ i � _-_I_ -I-- �-i , _ ---_ ___- � : Q -- : - : — — : : : � : -- ii � �i _ _ : : : :�l � _ � _ , _ _ i i _ i U _ -- -- - - - - _ _ _ � - -- -- : --- - -- � �� _� � i � I- __ __ __ _ __ --- __ ___ _ __ -- -- - _ _ _ _ _ __ _ - __ _ _ _ ` _� � _ _I I �_ � i E lST l G G OUN ', �, , �, i - — _ . - _ _ - _— _ _ �� � _ _I _- _ i - - i I il � __ _ _ I il i __l - __ _ _ __ _- _ ___i _ _ S ON 3-7-18 � ,--�i � � � � � � � � _____ ---- __ ___ __ -- -_ _-- - _- - � _ - -- _ _-- -- _ _I I I I I I I I __ ___ _ ---- _ __ =386.6 -�I i I . I i i i i ----__-- ------ __ ____ _ _ -- _-- _ _ I I_ I_I _ I I _ I _______ ----- ___ _ -__ ___ ___ _ ---- ---- __ _ __ _ ---- _ ii � i � __ _ __ --_ _ _____ -� �---- __, - -_ . -- -- --- ----- _---_ --- _ ____ _ -- --- _ __ __ _ ___ ___ I�. -1._ J LI I i 1 J... [ I I j �. ---. !- _L�I �.-j- --------- -- -- I _� _I _ , _ ___ _ _ __ -- - _ _ __ _ _ --- _ __ __ _ __ '� � i - - ' �— I_ �I_ _ I_ i i_ i i il I I � il il il —il_ II I �I �I _� �I_ — _— --. — — —_ . _— . __ ---. _ _ I—I�— --I_ _ — _ II —. . _— I I — I I_i�_I _I _i �II_ I_ II_ _ ----- - --- — _ _ — -- — --- --- . ---. : : -- - -- --- � � � � � � � � � � � � � . ,. _ � . — SEE SHEET l5 FOR —L — PLAN V lEW 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 _ _ __ ___ _ _ _ _ : : -- CULVERT HYDRAULIC DATA _ , �-� ,- _, � �_ -� - �� �- _-', ', __ '�-'���,_ _ �-I__� � � _ �- _ --- --- __ --- ---- CULVERT HYDRAULIC DATA -- - -- - - -- - -- ---__ _ ---_ � __ _ ___ _ ___ � _ I_ _ _ _ DESIGN DISCHARGE - l80 CFS ' --- �_ � � � _�� � , ---- __ _ _ ---- _ . __ -- � r ___� _ : : : : : - : : : - i i i DESIGN DISCHARGE _ l30 CFS : : DESIGN FREQUENCY = 50 YRS i i i DESIGN FREQUENCY = 50 YRS O� : : : : : : : : — L— � � � DESIGN HW ELEVATION = 377.4 FT � - _ _ _ _ _ _ _ _ I _ _ _ _I__ , � __ _-- ___ ___ � _ I � � � I �_,- __-_ _ BASE DISCHARGE _ l40 CFS __ _ __ --_ _ --- BASE DISCH� EATlO _ l90 �3 S - - !-'_'- -'_�- --_� �---- - �---- ___ --_____ --- ____ ___ _ --- �O BASE FREQUENCY _ l00 YRS I I I BASE FREQUENCY = l00 YRS �1' ' BASE l-lI �l ELEV AT lON = 377.5 FT � � � � � ' ' � BASE M�l ELEV AT lON = 377 6 FT Q __ - _ _ _ __ OVERTOPPING DISCHARGE _ 1030 CFS I ' ' '_ _ -_-, � �_ � -'� � i _-1 � i I-'� ' -�__ - _i-' � I � -i-=��=__ :- -- _-- __ ---. - -- ___ OVERTOPPING DISCHARGE = 542 CFS �-- - _ __ __ - -- - __ __ OVERTOPPING FREQUENCY= � 500 YRS --', � � ' ' � ' � OVERTOPPING FREQUENCY= � 500 YRS - _ _ � __ _ _-- � -, I � 'i-,----i i i__ _�� i � ' I -I--� __ I ______ __ _-- ___ _ __ I�_�_, �� OVERTOPPING ELEVATION = 393.1 FT ��_�_ I � �.-� , ' OVERTOPPING ELEVATION = 383.5 FT : _ � : : : : � � � cv : : : : �: � : : : : : : : : � i � � � : I : I � i i i __ _ _-- � � � � �_� �_� � �� 'I�_ �_I i � � ---- I� �I- _ � j � � ��H-�, I � � � � � � _� �_�, I_ __-__ -- — ---- __ ; _ -_ _- _ -_ ___ _ __ _ __ _ __ - _ _ ---_ - _ �__ ___- - ____ ___ _ -__ . _- _- _ _ _ _ -----_ - - p /� O _._ �` " � i l li I� i i�I I i I, I I I i ! i � ' I l�— ��+U�.�� �-- _: � _ ^ � � EL = 397.85 � � -__ `_ ROP � SED GR DE i VC = 400' � � � � � � _ K = 335 � _ � �� _ �-_i__ ii _�_�-_�il_ _ i : _i _ . _�il_ _ � - __ __ ----- _____ __ --__ ---- \ - - - ` - , -- ; , -- --- -. - . -- --. --- , , - -�- Q `� � � � � � � � �� i i � I i i � � `� ( )0.6 � 5/% +)0. 005 °a v � li, i! ` i i - � ��i �i �i �i'i' �i �i i � �� � Q .- .� ` _ / � ^. / T " � � � � � � � � --� �I I �l i l 'I ,, � ``� ! i, I I I ! PRO OSED @6'x8' CBC / ' \` �� — I I I I --- -------- ----- - - � !I I ` I / ` (� , I I i i li i � i I' ' I ' , / �� PROPOSED 1 6'x8' CBC � � / �� i� �L � �� � ` `_ I�-, T_ -- _ -- �, � � i � .� _ _ - � i �V I� I --I I �I i !I ! ��' WS QN 3- 18 I WS ON 3 7-18 � �, . � : , , I =37I3.5 ''�,, � = 73.3 � _ � '� �S � ./ o , ,,, � � ( 1 .305 / �. �e _-- .SE D TCH �(RT) `��'��- v , EGl LA . V D CH iIRT) L T. BAi Pl 146+�0.00 � � i i i � � i � � �/ 7����� ----- -- ------- - - - i E V_ � �0 _ i - - � � � E = 1.65 E D LAI . BA E D CH �RT ) � Pl l42 +�36.0 • ND T. B SE lTC lR ) - • E V = 68.7 - • LEV 368. � _ �3 E EV = 67.3 I_ � __ � I __ �__ � _ I „ i I ! ! „ I ! I �,� � � � � , � ,,, ,, � � � � � � � � SEE SHEET l6 FOR -L - PLAN V lEW 135+00 136+00 137+00 138+00 139+00 140+00 141 +00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 � C � � �� � � � � PROJECT REFERENCE NO. SHEET NO. r� .. , , � LOC H N E R �� PIPE HYDRAULIC DATA � � � � � �� I � � � � � � � � � � � � � � � � � � � � � R-2�2� �2 � Il li �i I i '' !' i! I' I l i i i i I I - � .30�� RCP SfO. I49+64 -L- : I I I I I I i I I I I I, I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS : : : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER - -- RALEIGH, NC 27612 DRAINAGE AREA = 8.7 AC Nc License DESIG FREQUE CY = 50 YRS , , , , L , , �919 571-7111 ��T ��1[][�][�IE�]E I�]C�A�T� N A' � � Number F-0159 � �� � �, SUNGATE DESIGN GROUP, P.A. ��� N��� �T�E ��� �� � .�C��I�I���N DESIGN DISCHARGE = 27 CFS , � I; , � � �;, � � I , , ,; I, , ; I , ,, �, 1 DESIGN l-lVV ELEVATION - 383.0 FT �\,��I/ � 905 JONES FRANKLIN ROAD ��������y���y ����y� RALEIGH, NORTH CAROLINA 27606 ��l �L ��I TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N l00 YEAR DISCHAf�GE = 28 CFS l00 YEAR M�V ELEV AT lON = 383.1_ FT : : ; i , � � �; i ;,I I I I � I-Y4- OVERTOPPING FREQUENCY - 500 + YRS ', ' ', �� II I II I I I I I I _ i i i �� _ I �I I I � i i�� i I � I - I �! �i �l � �! � OVERTOPPING DISCHARGE .34 CFS ' DOCUMENT NOT CONSIDERED FINAL OVERTOPPING ELEVATION = 383.5 FT � UNLESS ALL SIGNATURES COMPLETED � , � � � � � I I �I �I !� I I�I I I I II I �I �� �I i il �I il il I O , I I � I � � �� __ _ o I I ! ' I I I I I I I I I I I ! I' I ! I I I I' ! I I I I ' I _� , ��- ..�. � I I I I I I I � � `� ` � / ( � i � i� � 1 .... � � � O � � 0 � � � i '� Pl = 153+75.00 i i i' BEG S EC. C T V DlT (R J _�' � EL = 402.42' ,� ,� , I �t-=C � � , - � � � o� I I !! ! I, I I I I� I I� _ �� ND SPE . CUT V D TCH lRT) i �I � � V C= 400' �, ', ' ' ELE -39 .50 _ l=15 +50 00 , Z o � _ _ '� '� _ _ K = 500 �� - > LEV'- 0 60 _ � _ _ � Q _ _ --- : : : _ _ - _ i �__i_ i _ -_,- i ' i _--i � � ' _ _ : : : : � � ROP SED � GRA E _ _ _. _ � -- _ ___ _ - _ _ __ _ __ � �i _ � � _�- � _� � � .�. � �- � i _ _ --- _ _ -- _ _ __ � -- - _ � �-i- � '� i � - � - - __- _ _- ___ _ �� ' �+�q.�oo °e r- 0.30 oi � , --' � ; � � : .... ..� .... .... .. .... . .. � .... .... .... .... .... .... .... .... ..... .... .... .... .... ..... ..... .... .... ..... ..... .... .... .... .... r ..... ..... .... ....�. .. .... .... .... .... .... ... .... ..-. ... ... .... �.... .... .... .... ._.. .-. .... .�- ------ . , . .� ---- - - --- ---- --- _ .... . . .... .... .... .... .... .... .... .... ..... .... .... .... .... .... .... �... ..... .... .... II... .. . ..II. .I.. .... ....I..... .... .� --.-. ---- ---�-- � - -. e ... ... .... .... .... .... .... . I.... .... .... .... ' ... .... .... .... ... � ° . . __._ _ _ : � � � -, l J .3/4 / i �- i , -- ---- _ _ _ _-- _ ___ _ _ i _ _ _ _ - _�� _ _ ~ =-�-- - ----- ------ ----- _ - : - - : � ----- ------ ------ ---- - --- ----- ----- ------ ------=--- e ------ - � - � � � - � � - - _ - - ---� ---- �o. ��� - - r o..�-��� - _ _ _ __ __ __ __ � � __ � �_ _ � -_ - - _ -, : �1 -- BE l L T. B SE lTC (RT : : : -- ' � � _ - - - � � - - � .- : : : J : : : Z Pl- 48+ 2.00 �' � ' Z � - �, __ - __ - _ _ . , • �, _ � i i i - - -- : LEV 375. , - - �i , , , i i , _ � _-- _ _ �_ i i �_ _ _� f , I _ l-16 50. 0 _ _ � - __ � � � _ - � �_ � i � -- � _I� _ �� �, � � � �_ I� I I�� �_ _ E D S � EC. UT �ASE DITC (L ) --- : , � Q- - E lST l G G DUN _ - _ � _� � -- � _ _ _. _ _ _ � -- � �� � � � � � __ � /-/5�+/0. �_ �__ B'� Gl PE . CUT BAS � D CH LTJ __ _-_ _ �I ---- „ � -- E D LAT BAS� Dl H( T) ______ _ --__ _ i LEV 396.1 - __ _ -- - -� _ _i ' ' ---- _ --- � - _ _ __ ---- -- -- v , � -- � � EL =39 .54 Pl-1 4+0.00 ----- _ _ -- - __ _- - _ ------ - - f) 0.l 84/ _ � ELE =376i.03 Pl-155+ 0.00' __._ __ _-- ___. _ -- - _ __ --- _ ____ _ __ _ I� ` - : : : - -- : : -------- ---- - - ---- ---- ---- --- , _ _ - -- __- _ _ �___--- ---- --- ---- --- ---- - � � --- , � , --E�� , . �-- a _ ___ ____ -,--- ; ; ; ; �_ _ (+) _ = - - - � � - � � � _- _. - _ -_ _ _ __ _ _ - -- ____ ___ ___ _ _ __ ____ __ ___ ------ --- _---_ � __ ____---- � � � � � � : , , SEE SHEET l7 FOR -L - PLAN V lEW 148+00 149+00 150+00 151 +00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161 +00 _ _ _ __ _ __ _ _ _ _ _ __ - - _ _ : -- -- � �' � . CULV ERT HYDRAULIC DAT A _ � � � � -- - _ -- . __ _ _ -- - -- - - -- --- -------- � _ �_ _ - --- __ --- --_ -- - -- ---__ _ ---_ _ -- -- -- � --- _ _ __ _ , � --- ---- -- . -- -- - ----- - ----- -- - __ - _ r � � _ _i : : : : : - : : : : -: : : : : : - : DESIGN DISCHARGE = 820 CFS i i i i i : . . I : DESIGN FREQUENCY = 50 YRS - L- i i i i i _ DESIGN l-lI�l ELEVATION = 375.3 FT � � � � � _ _- --_ _ _-- - -- __ _ __ � �_ _ __ _-- ___ _ __ _ __ ___ _ _ - __ _ � _- � I �-,- ____ _ I-- � Q _ __ _--_ _ --- _ __ __ _ __ __ BASE DISCHARGE = 9/0 CFS _ --_ ___ --- ____ ___ _ __ _-- _ --- -- - � BASE FREQUENCY = l00 YRS I I I I I > BASE HW ELEV AT lON = 375.5 FT <O _ � _ _, �_ _' ; ; _ � ; - _ _ ___ � ��_ OVERTOPPING DISCHARGE 3/00 CFS � � � _�__ �� �_ � � �___ _- - - -- _. -- --- _ -- -- __ _ _ _. __ ___ - _ _ - - . _- ---_ - - - � - _ . __ ---__ __ __ __ - _ '� '� _ -_ OVERTOPPING FREQUENCY= 500_± YRS - _ ', '� �'_--�' � '-I_-,- �� �' _-�I� � -_ - _ _ _ ___ ___ _ - - - EXIS lNG GR0 ND - _ _ _ _ -- :I� -_ OVERTOPPING ELEVATION = 399.0 FT �' �, � i i i i �: � � � � � � �� _ I I I I � � -__ I � � Pl = 174+75.00 ° __ - - _ � � � I _i � - - - -- -_ __ i �_ � � _ _ _---_ -- - __ -- - ---- _ _--- -__ � _ __ _'I � �� I� � � � � I _ , - _ - _ � � �__ _ Pl = 165f60.00 _ ; - __� _ ___ � _ _ _ __ - - -_ _- _ _ -__ -_ ___ - --- EL = 403.50 -�- W _�_ ` �� I i l _ � �I I i I I I I i� ! i I ' I V l.. - 6�� � _� EL 398.87 � K 57/ � � VC = 230' - � K= 285 ROP SE GR�jDE I ' � � �� � __ __ _--__ _ ---_ _ _ ._ __ ___ � i� _: ._ _. _i __ � _ __�--I__ _� --, I --- __ --- -- _____ __ I _-___-_ _-i i� � i I�� i i � ii I� �I �i __ ____ ` - --- -- -- ---- --- I ! I� ! ! I I --- ---- - /e - I _ � � 0�� l � I� � �\ I I , I � � I _� I���� � . � --- ---- ---- �- �_ .792_% _ -- ( )0.3 00�` � 1+�0. 06l`e I i .---- -- -- - ----- � � ii i i�� I il ,i i i � � I I, -�� I I i I I I I � I I � i i END SPE . CU 'V' ITCH lRT �.. � � � : ,`. � Z P l63 0.0 �� �' I � E V= 95.9 � � I I i I l; � � ���� � � ��� � ' � � � - ----'' J _-- ___-- _ � i �� � � �� i�66 0_____ _-- Z Q �� � � �I �I i I I, i l i i � - - - -- i �_� � � � , !I il I� I �I -._ : i i i i i i , : i i i : , / � 2 9 x8 R Bc . _--�-�� E LA . BA D CH LT) - � _ --�� - Q � - � -- "" � E =38 .90 � � �� „ � � � _ : : : iiii _-i � I I�Iii I i ii�i � � � I I ^_ _� -- - �� 'EGl LATBAS D CH iT) �--- -�` _- -- - Pl=l 10+68 00 � WS ELE . ON -10-18 ELE = SO .1 369.8 ! ! li ��! ! � li , !, ' '� ! ! : , I_' __I , I_ i -- _' ' 1__� i ' ' II I , , I i_' __i , I __ ' I -� , i I I I I I I i , i II I�I I� I jii � i iij i i i„ I i i jii ili I � � � SEE SHEET l7 FOR -L - PLAN V lEW 161 + 00 162 + 00 163 + 00 164 + 00 165 + 00 166 + 00 167 + 00 168 + 00 169 + 00 170 + 00 171 + 00 172 + 00 173 + 00 174 + 00 � � � � �Y� � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. ; r� ; ; R-2 721 73 �� ii i � i II li i � li� i i i ii I� II � i � i --- � i i i I i� I i i' i' i' i i! I i i i i l � I I I I I i I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS . , , ! , , : , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License � �� , , Number F-0159 �������s�s��s ��e��� , , 'i ; � ', , ; , ', , 'i , � , � , � i � , � ; � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N •\,tl�I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���� 11 �����I LY �' j— �— � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I i � I I I I I I I � I I I � � I , � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED . . I II II III I I I i l i� I �I II ll II , �I! I il �� � � /"� �� r �'� �' �� _— � I �� �, / ► � M � � "lJ � � � o . . . . . . I I , I � . . . . �. I, . . . . I I I I . . . . . I I, I I I . . I . � I I �. . . . . I � . I . . I I , I, �. . . . . � I I , I . . I . �. I . . . . . . / . . . . . . . . . . . . . . I . . . . . I . . . . . . . . . . . . . . . . . . . I . . . . I . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � ' ' � � � � Pl= 174+75.00 �� i � Ii i i i ' � �� i �i�i ��- J EL = 403.50' ' � � VC = 600' '� I I I ! ! I I I I I I I I I I ' I I'� I l i l �� �� I � � � � K= 57/ I � I i i l l '� � I I I � �� � Z � : Q : : : : : : _ _ � � �i_� _. _� i i _ i _ i _ _ i _ _ i _ _ : : : : � _-- _ -_ � � - -_ _ -- - ___ ___ _ __ _ -- - -- ___ ` / �- ` -� _ �-� - �I � _i- -i� I� lil_ - _�_I!I � � , lil _lil_ . _ -- -- __. -- --- . _ -- -- _ _ -- � � I _ _ -- -_ -- - - - - - �� �� �� �---'�`� -- -� - � II '� I II I � � /e -- - __ . - __ -- -_ �- �� _ - �^ � i _.-. � �� _� ' - I __ . - _ _ --- - _ __ --- __ - - � � � i � � i r► � I I - --- - _ __� _ �� �-- -- _ _ __ _ � i i i i i e _- -- ---- _ _-_ _-_ - _ _-- - _-- , _ I II _ I I . I i � I --_ � ,-_l_ _,- I I_ _,- __I I_ I I I � ___ _ __ _ _ _. _ - _ ---. _ _ - -_ - __ -- _- __ lil i_-_I i III_- �----�I_ I _- _I_-I-i_. ! _I li i_--�_ -- __II _- .__ _. - __ . -_ __ - -- e : -- : - - - : : - : -- . . _ _ _ l +> 0. 200 : : _ : j : --- : W � � � ----�---- ------- -- _ _ _- __ -- �� __�� i _ _ i � i � BEG N SPEC. C T'I� �IT H( TJ � � ' – i _ : _: - - -- -- _ _-- _ __ - -- _ _ I �,_ I_ I _i _i �_, I--�- � i J,_ : I � I �, �, __ _._ _. —_ _ ____ __ __ _ — _—_ _ - —_ �=�8 f00. � _ __ _ I-I _ II i - _i I_II II _I i II il � II II II il_ II il II II I_ - -- _ � - _— -- �-- -I __ _ I _I-II __ I I I I I I I - --I __ _ _ I I I _-I _ _ _ - � i -1 i; i_ 'i i-� � � � � � � � � � �LEV 392. 0 I � -- _ _-- -- _ � �__ _ � _-_ _� - __ _ _ _ _. ___ __ � ___ _ ---- : : - -- - _ _ ___ _-- ---___ _ i --_ __ - !_ __� � ��-� � ---- -_ _ _ _� � _ � � � __ ___ Z -- � � � � _-- _ i_i _ i i _ __ __ ____ --- - -- - � � � � � __ � � __ _ _ __ _ --- - _ _ _ : i sr i86 00 � r --- - ---- _ . __ �- � ----- - - v _ __ --_ _ _____ __ _ ___ �-i --i__ _i _ -_. _�_ _i i i_ _. _i __ _i __. _�__ _i __ __ _-- -- -__ ___ _ __ _ _ -- _- --�_ -- -- -- � _ _� _i _ LEV 392.�2 I _ i � i _i - _l _- __ . _ _ -- __ _- _ _ __ _ _ --- _- -- _ _- �' - - - _ _ li - J, I li li J !i _ L li _- I i i I i I _ - I _ _ � j �� �I -�I II I �I I �I_ - _- _. - _ - _ . - �- _ Q . __ ---. _ _ II . -_ ----- _. - - ----- ---II -- !_ _ _ ------ _ _-. - __ __ -- _- ___ I_I �_- _ _ _ I �_I_ _ i li - , -i�_- _ _i _ _ � : : : : � � � � � � �: �: � � � � �� �� � SEE SHEET l8 FOR -L - PLAN V lEW 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 _y _ --_ _ - :_— _ _ : : _i i i_ _i — r _ _�_ _I i i I- __ __ H LLY PR NGS RD � � _--- -- __ --- --_ ___ _ -- . ___ __ --- - -- - - -- - ------- --- -- __ ____ _ ---_ � -- _ � _ _ _ , --- -- -- -- . _ _ _ - - - ___ _ - -- -- - -- - - _ _ -_ _ _____ EXl lNG GRO ND , � _� r� -I--� ' '� _I� _��'� __I� ----__ - -- __ _---- _ :__ _ _ : _ -- -_ _ _ ---- -- _ _ t i i i i i :..I , _ _ � i i i i i _, � i i i i i �`_ _ _ _�__I-__ -__ - __I _ _I__�_;_ � __I-__� _ _: ___ _-- ___ - __ _ __ ___ _ -- - -- - � , �J -_ -�. -� �__I_� _� i �� �� i i i� i � �� : _ � : : : � � : : : � : .- - : . _,_ , _. . _. __. I_ _. . _ _,_ _ . _. - -- _. --- __. _ : � -__ _ __ _-- -� ---- � O �� �� ,�1` ! � � � � � � � � i i i i i i � � _ � � � _ QO - _ _ ___ __ � � � �i=i i i i i_ i i i i_ ' � � � �_ --- _ __ -- __ _ __ _� � _ � _� _ _i _ � i_ i � -� - - -- -. _- - _ O � i, _ __ -_ _ --- _ ( . _ _ - . __ ___ - --- _ __ . _- ---_ _ -__ - _- --_ _-- _ __ -- _ - � --- �- --- - i_'i_I �_'i-,---_I I' �� i__ �_�� �i__i �� �i ��_ __ �� � I� _ � __� i_� ______ __ _-- --- - __ __ __ _ ___ _ _ - - --- __. � ' I�- � Q , , I : � : : : : : : : : : : : : : : � � i i i i i : : O: : � i i i i i i I I I I I � _� �` i I � __ _ _ � i i c ---- -- - --_ - _ ° __ - � -� -- -- - ---- - __�_ _ ---- �_ __ _ __ _ � __ _I I I ,-I I� ; I �' � ��i IJ� _ �_I �I_I � I_ _---_ -- - _ u_ � 4 � I _ _ __ _ I _ _--_ , � i i _ ___ _ I - _ _- - _ _ __ _ ___ -_ ___ - - _ _ __ _ -__ I __ __ � " '! I �� � �I I ' I I I I ' I f� � . . ! � � ! ' ! I � I � `� I v l � � I i I I I I � � `� � --- __ --- -- -____ __ --__ ---- ___ --- � --- - —1- -------- ---- --- ------ P- --- -------- — --- -------- ---- --- -��5 S/' I . � , � i � � _ � �_ � � _ I , --- -- e I --- ` - ---- -=--- ---__ ----- --_ ----- ----- ------ +) 0..�200 e----- ---_- --- --- � '� ` �. Z � --- - - — _ �_ _ � � , � - -- �' � � � �- � � � . � i _ � J -�i Pl 192+ 0.00 � � `` Pl- 94+d0.00 �,- � �� �� _ � � E =3 6.70 � , , .� W � ; ; ; � ` � �� Pl= 96+ 0.00 ��-� i I_ __i Ii, , � Ii, , `� !, !� � !� EL =3 7.50 � : I , I i ! i ' ' i , I i i --- il , I , : � !I I - - - - - I I� _ I� I I _ II , I' ` ^ J � � � � � I � j I � � j i i Pl S' A l 9+60 -L- LT �ii i �ii i ii�i �ili--li i�i ii �ii�i ii i iii ii � � E =3 .50 --; I I I;, I „ , I � , � , ; , Pl S A l9 +ll L- L�T � � � E' V= 49f8b _ � ! I �!, i ,, ! i , !, i �i ! I - - - - --- - • '�3 , - � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '1 ����� ������������ I . . . . . . . . . . . . , . . . . -. . . . . . . . . . . . . . , .I . . I . . . . . . . . ����� . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . �', I _� -._ li , . ���.. I. _.. . . . I. .--. , . . . ' ' , � I . II I , I I. _ , . I . . �', . . , . . . . . . . . . . . . . . . . . . . . . . . _ . . . I I I I � — — . II �. �I � —. II I � �I I — — .. II , . I�I I� I jii � i iij i i i„ I i i jii ili I � � � SEE SHEET l9 FOR -L - PLAN V lEW 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 � C � � � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. ; � �� CULV ERT HYDRAULIC DAT A i � � i � � � PIPE HYDRAULIC DAT A R-2 �2 � �4 � I� II I .30�� RCP SfO. I49fE4 -L- H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS DESIGN DISCHARGE _ 1049 CFS ' � — - 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER DESIGIV FREQUENCY = 50 YRS DRAINAGE AREA = 8.7 AC (91 q)� 571� 7111 2'6' 2 _ — L— DESIGN FREQUENCY = 50 YRS N� ber F�C0159 DESIGN HW ELEVATION 347.6 FT ��T���1[]�][�IE�]E I�][,A�T� BASE DISCHARGE _ 1287 CFS �, ; j ;;, DESIGN DISCHARGE = 27 CFS �,� SUNGATE DESIGN GROUP, P.A. �`� N`�� �'�E ��� �' �.�C��I�I���N BASE FREQUENCY = l00 YRS DESIGN HW ELEVATION = 383.0 FT � � 905 JONES FRANKLIN ROAD ����������� ����� BASE HVV ELEVATION = 348.4 FT l00 YEAR DISCHARGE = 28 CFS ��t��� RALEIGH, NORTH CAROLINA27606 �' j— �— � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N � : : : OVERTOPPING DISCHARGE = 3850 CFS l00 YEAR H►�l ELEVATION = 383.1 FT I I ' ' ' ; � �I OVERTOPPING FREQUENCY= 500 + YRS � OVERTOPPING FREQUENCY= 500 ± YRS , �I �� �� �'� � �� I � OVERTOPPING ELEVATION = 369.0 FT ' !' ' OVERTOPPING DISCHARGE = 34 CFS N OVERTOPPI I �G ELEVATIO I � 1 -. 3 5. 3. 5 F T DOCUMENT NOT CONSIDERED FINAL 0 � i i � i , I i , , UNLESS ALL SIGNATURES COMPLETED � . . I II II III I I ' i l il I �I II ll II , �I! �I O PR POS D ADEf �' (-�Q. 448 � � � - i � � Z v �� �� , ; ; ; BEG�N LA . BA E D TCH I lLT) � �� � � i ; � i i' � i i � Pl= 10+0 .00 � � �. ��_• -' � ` '� I I I' ! I, I I I I I I I I'�I , I I', II I', 'I 'I '� II � � �, II II ��I � II Gl L4T. AS DlT H( ) .,- � J � � � � � � _ ;--'' � � �,� �� , - . ,- - - __ � � � 0 � i : : : � : : : : � - : - i �'1=20 f73. 0 _ _ i _ � � � , --�'"" 5 : : : �- - C� __ -- � � �___, �__ � � 1�V�363. 3 ,,- (+) ' _ __ _ _ � _�__,_ � _ � , � _ - _ __ _ __ _�_ : _ _ � _� _ _� � _� � _ � �_ _ � � � --- �� � � � � � � i �'� �� i -- LEV 350. 0 __, �'_ � � _� i EGII�� T B/�S Dl H(;RT) _ �__ _ � — _ .— — I I . � � � � I � �- - � . -- ---- — -- — I —� � I � � rj i i � o �� . . . . . . . . _ -. . . -- . _-. _ - . . . I I - . _ . . _ _ _ . . . . . . . . I I_ . I . I J---.� . . . I _.-.- - I . . . . . . . . . . . s . . . . . . . . . . . .�� . . .. � . . . . . -._. _ `. . � . . y � � �L � � � - '� ` �L _'�- I I I I � ��i I �� . . . . . . _ -. .-- _ . . . . . --. . . . . . _ . . . . . . . . . . . . _ -. ._-. . . . . . . . .. - . . . . . . . . . . . . . . . � , , . . . . . .. , , . , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �1 . . . . . . . �� . . . . . . � - --_ ---- - --_ �� _ _ :-== : . __- , --�_ _ 1-20'�+3800 � � � - _--- �� �r� i . . � EN LAT BAS� Dl CH l T) Z � � il il il � il il i li I / ,�_��-`''' �� ' '' // � � / E� -� U3 __ - --_ ---- _ ___ � _ ___ _ --_ _ _ . � 5 6 _ _ - _ _ _ _ ___ � -_�_ _- � 4. _�----- � - i _ � �I _ _ _ '- -L_ ___- � � ' - -- - ---- ---�. ------- - � � � __.�- - _— . . . _. _ — _ . ---. _ . . _. . . _ ._ . _— . . . -- _— i ' --I— II_ _ __ j I _: ''� � ��i — . . _. . . ` � � __ _. . . . _- . . � . I (�l �� _— _— — _ —_ —_ _— _ _ _ _ _ � - ��` _ ._ - - - _' ND LAT. � ASE DlT H �L ) , , , � � i �I � _ --'" , -�,�_ �- i _- __ _ _ -_ . \ . - , � �� -�- �,� � ° _ I I _ i ° i � � --- _ �.- �- -- - ,_ ,- "" 3@9 s� Rcs LEV ; 364. 0 P1=2 /+02J00 i : _ - - -- -- _ I� _ � ___ _ ---_ .� _� -- _ _-- t D T.B�SE lTC lR ) _ - -- : _- _ -_ - �LEV 362.00 �, __ _ _- _ _ - - � - - - ------ __--� --- . i i _ _ _ _ �-- ------ ------ ----- � � � � 1=20 +59. 0 ---- -- - -_ :- _ - - � _ - -- _ ------ ---- J � 6 ' __ � _ •28jpe - LEV 37. 0 � --___ --- __ __ _ _-- -- _ _ �,,, ; , __ ____ ---- � --- _ _ __ _ ---- -- -- __ _ . _�- - � _ _ __�_ _� _ �_� �- -__ ___ -_ ---___ _ Pl= 10+5(�.00 -- - ___ -- - _ _ __ Pl S A 2 /+90 -L- LT : _ __ ------ - - __ _ � � _ �_ _��� � _� _- __ _ _ __ ELE =35 .80 _____ __ _ - - - _ ___ _ _ _ � � ___ � �- � _ _ � + - - L� ---- , _ _ _ � _�� � �� � � - ; � � _ _ __ : : -- : ELE =34 00 _ -�� - /=2 � 4+3 .00 . ', _ _ _ _— _. =-- _---_ I I � II II Ili�-I II II-I i�j II II II- _------ _ _-. - __ � _- . __ - _- _ _ : : LE =345 00 i '� �� � � � � � SEE SHEET 20 FOR -L - PLAN V lEW 2 00 + 00 2 Ol + 00 2 02 + 00 2 03 + 00 2 04 + 00 2 05 + 00 2 06 + 00 2 07 + 00 2 08 + 00 2 09 + 00 210 + 00 211 + 00 212 + 00 213 + 00 _ _ _ _�._ i ___i � !_ -- -- _ __ _-- _ --- _ __ _ - __ --- - - _ _ _ __ _ -- - - _ I _�_ I _ i i i-i��-- �_I I I II II_ I _I _i I i_ __ � _ _I _ - - --- -- - - -- -- - -- ---_ _ _ I I . --- -- -- __ -- - - _ - _ -_ _ ---_ - _ . _ -- _ _I _ I _ I_ _- _ - -_ _ __ __ _ _ -, - - --- ---- -- - __--_ _ _ . -_�_I-_ -_ _. - _ _I _ I ----I_ _I ri ---- �_I _�� I __� _ _ _ _ . . . . . . . I I I I I i i i : : : : : : : : : : : : : : - - I I I I I : : : : : L � � � � � _�_ , ,__ � J_�__�___ __-, � �-�-� � � � � ___ ___ _ __ _ __ ___ _ _ _ __ _ _ _ __ ___ _ ___ _ __ __ _ __ __ ___ __,___� _______ __ __ � � � � � � o i � � � � � _ _ � _� � � � ; _ __ -� _ _ _ _ __ __ _ � _ _ __ -- __ _ - -- . _ __ -_ _ --- : i_i i__ __ _ i i -'i i i_ -[ i i I i -i__ _ _i � i_ i -i I-__, :- - -- -- ---_ --- _ I� � , - -- �� � � �, � i� _ _ - . --- -- --- ___ - --- _ __ . -- ---_ _ �' T7�/ G� -I---, __�I�_'� � ______ __ _-- --- - __ __ __ _ ___ _ _ - -- � _- --_ _ _-- _ __ __ _ _ ' 'I_,-_�' - I__ 'I�__I 'I J'_,-_�' : , II -, ` V I I I I I 0 I I I I I I I � � � � � � , � i I � - - --�- _ ---_ - �:_ � � J � �/i I -- - I� ii ii� , II�_ ji_ -- __ -- - ---- _ _- __ _ ' - �r - - � � _ J -. _ _ _ _ � � - � -1 - � I -- _ - - � - _ _ __ �_ _- _ -- ___ - --- -- ---- � :_�_ : �---' � -�_ I I I �` `� I N . . � �� �� �� � -- "- --, �� I � -- -- __ Pl = 226+60.00 � � � � � � --• I ' - `'� � _ � EL = 375.25' � � � _ � __ VC - 250 � ---_ _ _ ._ �--- _�_�- �_ _ i ___i __ � _ __�--i _ _i _�_�_ __�_ I__ _ _ __ �_ __ __ _ - ----- __ --- -- � _ _ _ 7,�— __ �-� �� i __ �� � �� -i� � i ��� � � � �� � �� � � � — --! K= 296 � �� � � � � i ! i � ! � i ! �, I �` : � � � � `� i o ` � Z � i �` � ��-� � � -� � I I ! I I „ I I I I I I I ! ' ! ♦ .J�U ,-I ., � � ? � 0.�050 "o `� � � � � � � � � � -�--- ----- � � � ; �EGI SPE�. CU BA E D CH lLT) � __I, i, i i� I i i li ii lij i - �-, Z i ilii i il i Pl-2 5+5p.00 � '� 'i� � '! 'I 'i� ' 'I ' '� i i i 'I ', '� � ', i � ' - - - - E V = l.2/ � � : i i ! i ': I' i : i i i ! ! I , , Q \ J U , i i � , � i i , i � I __I � I ! ! I -- . _I ! I I I II I I IIII I I III I I II li I I III I I Ilili I Ii � � ! li ��! ! � li , !, '� ! I , I_' __I , _ i -- _' ' 1__� i ' ' II I , ' I i_' __i , I __ ' I -I , i I I I I I I i , i II I�I I� I jii � i iij i i i„ I i i jii ili I � � � SEE SHEET 2/ FOR -L - PLAN V lEW 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221 +00 222+00 223+00 224+00 225+00 226+00 � � � � �� � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. ; r� ; ; R-2 721 75 �� ii i � i II li i � li� i i i ii I� II � i � i --- , i, i , i, � i i i I i I i i : I i i i l � I I I I I i I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License � � Number F-0159 ��������y�� �����i ; I i ; ; i II ; ; i I I ; i , i , ; i , ; , ; � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N •\,��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY �' j— �— � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N -Y6, I I I I � � P ERG OL VE D � � j � � � '' ' ili �i il , II�I I I i! ili i i I II i! i I � ' DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED I , ' � � ' � � �� � � � ' I�i �i I I�i I�i �i�i : : ii i i i � I � __�_ � � -- -- -- — i i ! ' I i i ' � �i � I �i ' �i ! �i � � � � � I � � � O I / �� �� / �����--- � � . . . . . . . . . . . . . . . . i . . . . . I � . . . . . . . . . . . . . . . . . . . . . . . \ � � � o �J i I I i � , _I— � / _/ I I I I I i ! i I `� ,� ` Q � — � cu ,� , II �� ; ' ' i ' I I! l i � � �� I'' ', I I �� � j `_ _ �,-� �/ � li I III III Ili ! ! ! ! ! ��� ° Pl = 226+60.00 � � � I� EL = 375.25' �� � � �_� � _ _ � _ _ � _ _ � _ _ _�i �i _ _ _ _ -- -- r^ � � I , i, i, � _ � _ ' ' ___� i___ i i v J — _-- __ � -- — . —_ _. — _ __ _ -- — -- _. _ VC 250' �� � _ K = 296 _ __ _ __ _ _ _� � �i � , �_ � , _i � _i _ � _ - -- - -- --- __ -- -- - -- _ --_ - , �! _ _ �i �i �i �i - 1 _i � _ �� � -- �, -' � I__ � � � �EN SP C.0 BA;SE /TCH lLT) �, �---� �--- -� �__�i -- -_ -_ _ ----_ __ -- - _ - -_ _ _ --- __ : _ __ � � __ _ _ _ _ __ __ --- __ :� _ �� � _ Pl- 30+ 0.00 � - � � __ __ _ :- - : �-- --_ � - . � � � i i i � : � � � (+� .300 % � --)0.7 /5% _ i _ _ i i _ _ _ _ _ : Z _ -- -- -- - - — - _ - - - - e - -- - : 7=T0. �8` +)0. 000 0 : . -"� i _ i e �- � � _ e __ . - ---: � Z ,� -- ,_ � � -- ---- -------- -�_� a.84 i______ ,< �o. 4i5i _---- �---- ----- - � � r+� 0 3ioo ---_-- _---- � ' --- - ------ --- ------ ----- ------ ------ — , ----- _ � � � � , , e , W ���' _ _- -- -- � J, Pl = 230+50.00 � �-� _�� _� �� � ���_ ; I I I-i I ___ __ -- -__ _ -__- -- - _ : _ �. - _ __ � _ _ �- � Ili � -- EL = 376.42' , : _r_� � I '� � _�_ _� ��; : � _�_ ---- --. -_ _ _ - _— _ _ �� J _ __ _I_II _- ! li- --i; 1- _ �i �i l i i i _ - ___i � _ : VC = 500' , i_i i i i � i _. __ _ _ _ - I PR POS D G ADE - -:- -- - _-= v J � � � � � � � � I :: : ___ _ 1=22 +50. 0 =__: �_ K= 480 ! ��-� �_ � E D S EC. UT V' D CH fRT) --_ __ -- -- _ ---- -- ---- ___ _ -- - - - ----- --- -- _ i i � i = ---- ___ _ --- __ __ _ --- _ q __ • __ � , � • ___ _ ----- _ --- _ -- - ___ -- - _ ------ -- �, _ -- _--_ _ __ _ --_ �_ �-_ 1 _� __: _�_ �_ _ _ ELE =37 .70 _ _ . _ __ . -- ___. _ -- - _ ___ _-- _ ____ _ �-- --- :: _� B � Gl SPEC�. CUT 'V' ITGH lRT) �, � �- � � � - -_�� � -- ___- _ _- _ _ — ------- -- - _ __ �— _ �-- _ � � � � � � � � � � — _ _ __ __ __ _ __ i _�i �i l5/= 3�+ (�� , -� � � i-� _-� i� – � � _==i _— _. _ _ __ _ _ _ __ ____ __ : __ ------ ___ _---_ __ _ __ ---__ _ -- _ __ -- _ ___ : : -�-_ _ EL = 2.80 �_ _i : ii ii �� ii ii � ni ii ii SEE SHEET 20 FOR —L — PLAN V lEW 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 _� I ___i '- ___I _ _ _ _ _ _ __ __ _ _ --- --- -- --- ---- --- _ -_ . _-- __ -- - O _ - _ _ _ __ _ __ _. - _i i _�i_ i _ ii i i _i _�i i �i _� ii I _I i i i_ O - _- -- ---__ - ---_ _ _- -- _ __ __ --_ _I _ -- � _ I_ _ _ , --- . -- -------_- - , --- -- -- -- . _ _ _ - - - ___ _ - -- -- - -- - - _ _ -_ _ i� � i _ - __ _ _____ _ . =-� 'i� _ _ _ _ I � _ �_ � � � _ � , i — --- __ — — _ -- -- r: _ — — '— � ' . . . . . . . . . . . . I I I I I . . i i i � _�_ � � � � � o: cu � � � � � co 0 --_ _ _-- __ __ _ __ �--I_ , I__ �, J_�_ I_�_� -,_� I � ,--I , � � _I__ , �, � _, ____ ___ _-- --- -- -_ _ _ _ ___ _ _ - � -- -- - _ - -_ _ __ : : : : __ _. _ _ _ . -- _ ----. �1 : -- --- __ __ _ __ _ _ _- --- --- - _-- ---- I� ,_ -- __ � � � � � � � � __ -- -- —_ � � � � � � -- � � a _ � � i - i i� i i_i i i i i_ i i i i_ '-i � � � � �_ Q _ _ __, _� _ ��_ _� � _ _ _-- - - — -- , 1 - � I_ � i_-I_ --. _- - _ --- -- ___ _ _ �� i --- __ I i i - I i -_I i i �� -�-- _ _�i� I i I-- _----- — --_ __- - --- _ _- --- I I - __ _ __ ---- -- -- -_ �� � _ �- - � � � � � � � W - -- --- - --- � ` �--� - ___ _ __ __ _ _ ___ _ � ! 1_ 1__ I I I J___� I �� � i � . � . . . . . . . . . . . � , I I I I �� : . Pl = 247+25.00 � � � ��� � � _ . � � � , il � __ __ � � � � � � EL 364.00 _. _ — _—�_ _ ---_ . ,i — -- _. . _— � �—I _ I I li �_II i I� � I - I�i I li I I 1 /l. — 6��� / - � I— _ _I I� ,. I IJ_ —I �I _ � -- -- — ---- . _— __ — _ —_ _ __ � _ _ _ ---_ �, ; , � ��____ ___ �� -_� , __ , K = 232 --- _ _ -__ -_ ___ - _ �� - __ __ � :_ : : : : � , j PR POS D G ADE � i W I� - _ � i W � � � � , � � � � �� : �1 _- -- ---- _ : : ----_ � i __ i � -- - __ --- --z -- - --------- ---- --� - -------- -- - ---- --- --- ---- -- ------- �— � 0 i ` l-) .74/ % l�I.B 7� � � e �� � � Z � I I � I I � � I I l4 xl0' CBC i �-�) ,,�� � ; � � � FbR G EENW AY _� v I I ! ! ! I I - �,- �i" ' I I � I I �/ — ' I o / � � � / B GlN AT. ASE DlT l RT gp -� ; , � ; ; ; E=30.0� ;'�_- I i 1 i 1 i; i i I I� I i, i I I I I I %, � / � � _ i , I li —� , II I I I Ili i I I I ! I! I! ' I I I , � I I li i , li L� :�� �� ��/ � Ul1J l..! /l i i i i ,� i i i �' � z� , P l = 4 9+ 0. 0 0 P l - 9 f 0. 0 0 � -� � -- - -- � _ - I �' - —1 � ✓ i I i i �- -- i i : : il i iii i iii i i iii i il - � : CULVERT HYDRAULIC DATA Pl — 48 0.00 _ . DESIGN DISCHARGE _ 1379 CFS DESIGN FREQUENCY = 50 YR DESIGN HW ELEVATION = 342.9 FT i '� ,� i 3��X�o� Rc c i � w�si �s , � - - - - BASE DISCHARGE _ 1734 CFS ' ' � � � ' i BASE FREQUENCY = l00 YR RIGHT DlT CH BASE l-l�Il ELEVATION = 344.0 FT ----------- OVERTOPPING DISCHARGE = 4950 CFS ; , , ; OVERTOPPING FREQUENCY= 500± YR i� , _ I i� --� � I I I �� I___ �� , �� ___ i _ i , OVERTOPPING ELEVATION = 365.7 FT i � � i � � ii � � i, � , i � i i � i LEFT DITCILI ---------------- � , , , , SEE SHEET 2/ FOR -L - PLAN V lEW 239 + 00 240 + 00 241 + 00 242 + 00 243 + 00 244 + 00 245 + 00 246 + 00 247 + 00 248 + 00 249 + 00 250 + 00 251 + 00 252 + 00 � � � � � � � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 76 �� ii i � i II li i l li� i i i ii I� II � i � i --- i i'� i � , � i i i I i I i i i i i i l � I I I I I i I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License � L� Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � � � �, � � � ,,, �, � ' �' � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� Cary, NC 27518 � '� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I i� I I I I I I I � I I I � � I , � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I DOCUMENT NOT CONSIDERED FINAL �- - - -� - -- -- UNLESS ALL SIGNATURES COMPLETED �--�� . . . . . . . . . . . . . . . . . ! . . . . . . , . . . . . , . . . . . �, I �, �. . . �. . , �, . . . . . . , . ! . . ! �, . . . . . , , . . �. . . . . . . . . . r � . . . . . . . . . . I I II II II I I�I I I I II I II II II � il �I il il '�, � o o� �� �' � � , � � � q.00 - i� �� , lSTI G G OL✓ ��� ,,, �' OO , ' �i ���-' � ' � �� I� �I Pl- 57+5.00 �� � � �, �� ,,- � . . �- O - , - � E 4 3.20 0 �.,,,- , �' � � , � Pl 26/+ 0.00 ° nl � i i ; I; ; � �oT ,,+�. � ; ' E= 4�5.50 Q _ �' 0, , � (�'�\ � . . . . . . . . . . . . . . . . . . . . . I I II . ! . . li . . . . I I I . . . . . . . . . . .�� � . . / ' � � . . . . . . I ,, . . li I . I . . II . ! . I . . . . . . . . . . . . . . . . . . . . . . � . . . . . . _ V II I II li I I I �/( ��_ �� i i i ° ; �:-' �3, p�� : � : : : : : _ . � - o _ i _ i _ _ i _ _ i _ _ : : _ : :------ � _ -: - _--- _ _ ---_ : --:_ _ _ : � �� I E D BER 'V' DITCH(RT) � El = � 406 0 � � : __ -- -___ __: ___ __=- � � _, _ �-�l ___ -- - __ �, � � � • � � �_ � _ -- - , i i -- � - B�R - ��� ' (�� . �- � - __- _ --_ - __ _ _- __� _ ' '� __ _ _ __ i �- - -- ---- ----_ __ ' � i_��_i i-�I--I--i � �I � I f� _ - _ -_ - J� _ � ' I - : __ --- - C� - _ -- - � _ __ __ P/ - 58+p0.00 I __ ___ --- __ - E - 402.30 I _ _ I i �- - � _ - i __ - --_ ---- - --_ _- _ � _-- -_ � '__-- � � i � � � i i i i -- � _� _�-� � _ �.� _ _ __ __ _ _ _ _ _ _ _ _ _-- --_ � ,- _- ° � _- --�- ��°�� _._ _ - -- -- -- - � -- _ �,_ - -- - -- --- -� - - --- ------ -� - �- _ '� ' ' ��-- --�, __ ---_ ____ __ __-_ _-__ --- --- _ _ __ __ _ _ _ _ -- -- Z : ' i � : -- _ _ __ �� i _ _ i i _ i _ -- -- � zI , , � - ---- -' -' -- - � I, i _I _ i �,i_I _ I I_i _i� �i li i� li I �,i_ . I _- -_ __ --- __ _. _ . __ __ _�! I � i I_ �I - _i I_ il I I I � I II I I II If I I - _. __ _ . _ _- � �I �__ _ _- __ --I I _ I _ - - - ! --- -I I I I - --I __ _ _ I I i _-I - __ - - __ -_ _ ___I _ _ __ .- - ����- - - ---- � I I I__ � I I I I I I i l i l I I I I I I J ---- - __ i i i I_I I I I__ I I I . _. ---- -_ _. -- _. -- U -- - _ . --. _ �- --I I ��I �I �I �I �I �I �I �I --- -- - - -- - - _ -- - - -. ---- --- -- - - -- - - -- ---- -. v -- I I I I _-- _ _ --. _ ----- _ --- ------ - -- ---- - __ i _ _ --- -- - R/GHl D/TCH ----------- _ � _ __ --_ _ _____ __ _ ___ �_ i- _i __ �_ _i i i_ --i _ _i _ __�__ _i � --- � I� I I Ll � � I J. I i i I � ,_ _�'_' '- -- _l _ - I �_ _ _ �I � l _ _ __ _ _ --- __ __ _ __ �I � _ � � � � � � � � � � - -- _. _ _ � _ - � ',- - - -- -: .---- _ ---- �I-�_i -I II II I� I�-II- -- -i li � �__-I . -I � II II-IIi�-I II II_II i�I I I �- � -- __-- � � � � � � LEFT DITCH _ _---- __ __ _-- � � � � � � � � ---------------- SEE SHEET 22 FOR -L- PLAN VIEW 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 _ _ _ _�._ i ___i � !_ _ -- -- _ __ _-- _ __ _ - __ _ __ --- - - _ _ _ __ _ -- - - _ I _�_ I _ i i i-i��-- ,_I I I II II_ I _I _i I i_ __ � _ _I i - - --- � -- __ __ - - ---__ _ - - -- _ , ! I . . ! _ ,, --- ---- -- . __ -- - - ___ . --- -- - --- - _ -_ -_ _ -- - - - __ _ I 1 �_ I _ I I -- - -- - -I - I- - _- _ - -_ _ __--_ _ _ . -_ _. - _ !-�-I-'_ ---I_ I r� _--I �_�i __� --- .__ - -- _ _---- _ ._. _ __ ._ -- - __ ---- -- � _ _ _ -I - I _ � : : : : : : : : : : i � i � � i �` I I I I I � _�_ � � � � � _ _ __ ___ _ ___ _ __ __ _ __ _�__,_ , �,__ ,J;_�__,__- _�_� ,__-, , _,__, , � � __,__. � _______ ___ ___ ___ _ __ ___ _ _ _ ___ o__ _ __ ___ _ ___ _ __ __ _ __ _ _ __ ___ ___ ___ ____ ___ ______ ___ ____ ___ _ __ ___ _ ____ ____ � : -- � � � � � � � � � � � � _ _ � � � � � � ___ __ - _ _ _ __ __ ; i. � i_ �� �, � ,� � , i i i i ' � � � � � �_ __ -- __ _ - -- . - - - - _ - - � _ _ _ - � i i -I - -- -- _ _. ----_ --- -- ___ I, _ _ __ __ _ --- ____I _ _ _i ! _�I _ _ - _ --_ ___ - --- ___ . -- ---_ - -- - - -I_ I _ _ I � _ _I ' I I I I I I_ _ _ . II I I -I- -I i_ - . -- -- ---- - --- � �I � I I__ I ' ' i -I---, ! -- __ __ � , I _ _ ___ __ __ _ __ ___I�_I_, I _l ! I J_-_� ! I I�_I_ �I � : : : : : : : : : : : : : : : : Pl = 270+00.00 i i i i i : : : : : i : - - - - - _ _ : _ _ _ _ - - EXl T lN GR UND = ' i i i i i � : - - - - _ _ EL 405.97 � � -- -_ __ VC = l,150' I �� � � �� I�_ �_I _i �_, 'I -- _ _---_ -- - -- - --- - - ---- � __ - - _ - -- -- - ---- - --- ___ � _ _ __ _ � - _ � K 385 � � � ' ' . - -� �-- - - -_ � -- -- � � � _, ___ __ __ _ -__ -_ ___ _ __ _ __ _ _ _ �T __ i�_-__ i i i � � I !, O y � �, � : I ��, - . I I I i i i _ �-_�- �� � El = '��405.1 _ : --'_:- ----- _ ----- � � -- - i -- - � __ _ -- - ---__ _ ---_ _ _ ._ __ __ __ � � � � .. Pf - 7/f0 .00 -- ---- -------- ---- �� ----- � - - --- ---- � , , �l = -. 03: � -- - ----- - N j B GlN BER�1 'V' DITC (LT) �J ��` = f i Pl = 282f00.00 � Pl = 74+Op.00 END � BER 'V' iDITC (LT) I I EL = 392.30' ° v ' �.�, . � - , - ' - = 4 0.10 ee '� ��% �� �(+) 0. 000°o El = 405. 0 KC- 259 �, � I� l +) •8 � � �pJ ,C�L1 __ __ -( ) �g- . 808'e ------ ------ ------ - -- - � - - ----- ��� , - 4I200 'e -� _,___ _.� ----- - --- � ----- ------- ------L--- �+) 2 EN SP.CUT DITC; lRT1 � � I I i Pl - 78+�0.00 � - - � - , - / =�7/+0 t4 - - - - - • I� ----- ----- ----- ------ ------ � --- ------ ------ ----- . � - - � � --- ��'�-- � ��' EGl SP.CUT DITC lLT) --- --- ----- ___ l_- 397. �-- �J ---- ----�-_- -- - --- �Q _ �� �_ ( )/�/� ° i � � - --- - �o _ e _ - -+5-.00------ �I -- - -�-�- -.-3- g-,�- --- - =�7: �j -z.�__ _ _ - - �_ - - _ _ _ � �-� 000 ( --- ---°' 800° --- --- -J 0. 000 -) 0..�400° - 1-,-_ � Z l= 398. 2 � EN SP. CUT ITCM(RT) • � J 2. 00p e � --- ---- -- , -) 0. 00° ------ �_� -.2 -- e ------- ---- --- ------- --- + - -- a �_ PlE 27/395.96 Pl =�74+ D.00 Pl = 76+ 0.00 J,, \I. � i != I �. � l= 9/.67 98 ��. � I � : : : �'� ' Pl 27/+ 0.00 � Pl = 74+ 0.00 i_39 Pl - 77+ 0.00 �� j I BEGI SP CUT DITC lRT ! _ � _� E- 3 5.46 El = 392. 0 /_.�9/.50 Z El = 396. 6 E= 3 4.46 B GlN AT. BASE DITC (LT) I\ = Pl �277 50.OD � , -- -�- f � _ �� Pl =2 8+0 .00 Q � � , � � ,, � � � � E= 3�4.34 - - - - - E= 3 4.40 Pl = 73+00.00 E= 3 2.9 RIGHT DITCH �_' __ i '_ -- _' i__� 'I I � I_' __ � i___' I _'I Pl = 73+, 0.00 ----------- i � i i i i i i � i - .� I I� I I i i � i I i I I i i I i i i i I � li I I I I I ---------------- � LEFT DlT CH S E E S H E E T 2 3 F O R - L - P L A N V l E W 2 64 + 00 2 65 + 00 2 66 + 00 2 67 + 00 2 68 + 00 2 69 + 00 2 70 + 00 2 71 + 00 2 72 + 00 2 73 + 00 2 74 + 00 2 75 + 00 2 76 + 00 2 77 + 00 2 78 + 00 � C � � � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. ; r� ; ; R-2 721 77 �i ii i � i II li i � li� i i i ii I� II � i � i --- , i , � i i i I i I i i : i : :: I i i i l � I I I I I i I I I ' I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License � L� Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � �, I � , I �,, I � I ,, � � I' � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� Cary, NC 27518 � ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N : : CULVERT HYDRAULIC DATA i i i i I I I I �i� I I I ��! I DESIGN DISCHARGE = 440 CFS I!li,I I II II�i �il � I�I�i II I� ii ilil I �i ill i�i I DESIGN FREQUENCY = 50 YR DESIGN l-lW ELEVATION = 373.3 FT DOCUMENT NOT CONSIDERED FINAL BASE DISCHARGE = 490 CFS UNLESS ALL SIGNATURES COMPLETED BASE HW ELEVATION /373.7 FT � ; ; , � , _ _ � � Q _ , , , � ; , � � � � _ -- -- -- -- -- - OVERTOPPING DISCHARGE = 2850 CFS il I I i i I I� i I� �� � � �� i I __ _� ---- OLL � OV ERTOPPING FREQUENCY= 500 f YR - � GA T 14Y � .- OVERTOPPING ELEVATION = 398.2 FT �' C�J �- 7� �� � � �271 � Q i iii i ii iii i � i� i � i ii i� � i i i� i � , I , li , '� O ,� ��� � I � . -' ' � Pl = 282+00.00 I� EL - 392.30 pR0 OSE GR DE : W VC 1,000 ' - �, j ,- � N - � ! � � � �- � � Pl = 292+50.00 � K = 259 i , , , ,, � EL = 420.82' Z �' VC = 600' : � : : : : : : : : : : �� �_� _ i _ _ i _ _ i _ _ i _ � K = 4// i � � _ � � _ _ ___ ___ _ __ � _ - - -- __ � _�� _ � ��, �_ �- � - - - � _� � _� � _ __ _ _ __ _- _ _ _- _ - _ -- - y i II�---� I--- -II I__I __ _ _ _ __ _ ____ __ ___ � - o o i� Ii I i i � .1389 (-�)271 7� --- __ __ - --_ _- e �. ; _ , -- � � _ __ ` il I � il II II II II II II �I 1 I � _ _-_ _-- . _ _-- . --. , _ I , � I . I I _ I I I _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ �V �� _ __ _ _ I -_l_ I _/ I l l -, li I _ - _._ _ _ -- � - ' - - - - - - - --- - __ _ - __ __ __ __ � � __ � i_ __ -�-- -� __-__ _. _ __ ---_ ___- __ __-_ _. - --- . � ` �\J . . `♦ . . . . II . I I , � I I I I I . . . . _ __ __ _ _ _ _ � � �,� � �, � ; XlS NG ROU D v : : ,.o Pl = �78+ 0.00 ` : _ : 2 ��X � Rc�c : �� . � � ' _ _ � ' _ ' _ : : �Oa � ♦ @ i _ .� _ _ __ I I J_ _ i _� �_ � I �_ _ _ i __ __ __ -_ _ --- __ ___ _ __ __ � '� E� = 3%4. � � WiSILL � i� � I I � � �� i I� � J I . . _ _ � - � - - _li _ i _I - ' _f � II II i II II I �f �I _�I I_ - - - _ _ _ _- - - ' -- - � -, --t I I I - --I __ _ _ I I I __l - __ - - _ _ -- -- _I _ - II _ - - - i --- -J � ��'�� � I I I I i I i I I I I J J ,` � / , I 'I li_ li li I-_i I Ili I li I , li li _. __ _ _ __ _. _ _ . - _ - __ � � 6 --- ' _ -- __ _- Z • pp� ----- ---�- �__ 67/ ��_� �___� i_ � � � --- -- -__ _ __ � ----- _ ° � � --- - --- --- -- - RIGHT DITCH -� i_i _ i i i ----------- � - __ _ _ _ _ _ - � � � ./5� e�- i � �i �i- _ _ �i �i � - -- -- _ -_ -- - � � e � _ --- -- ---- _ . _ . -- Pl 278 0.0 = f � ��� � �_� �-,- -� � i i � ,_ �'_� `_ -- - ��__�i:- _ _-- - - --�__ ' - �i � , - __ __ --- ---- -- - _ __ _- __ _ _ _ - -__- 79 Q - - B �.-�A�� �_�� _ � � � � � � , � _ _ LEFT DITCH ---------------- _ __ �_ _ _ � �_ �_ � � � � _� � � �'� �_ _ _ __ - _ _ - - i �� i i i i i� i i � � _ _- _ _ _ El 384. 0 - - - � � _�_ _ - --�_� _. _ �_ El 37/.3 / 2 i0+5 .00 -- P� - 2 8 + l S. O t� _ __ ----- --- _---_ � � �� � �� � � � � � � � � � SEE SHEET 24 FOR -L- PLAN VIEW l= 69.70 E= 3 8.30� � 2 78 + 00 2 79 + 00 2 80 + 00 2 81 + 00 2 82 + 00 2 83 + 00 2 84 + 00 2 85 + 00 2 86 + 00 2 8 7+ 00 2 88 + 00 2 89 + 00 2 90 + 00 2 91 + 00 _I � ___� I_ _ ---I _ _ _ _ _ _ __ ___ _ - _ _ _ __ _ __ _. - _ I _�_ i _ I _I _i I i_ _I I_ _ --- --- -_ --- ----- --- _ -_ . _-- __ -- - -- - - -- -- ------- --- --- ------ - __ __ __ _ __ __ _ I 1 �_ I _ I � _. - . _. . __ _ _ _ - _ _ _ -- -- -- - -- - -- - ' �-I-' -I - � I- - I-I � , - -- - -- - - - -- _- _ - -_ _ __--_ _ . -_ _. - _ __ _ ----I_ � r� �_I _��, __I� ----__ - -- _ _---- i � � _ _ _f _ _ __ � _ L_ � � BEGI BE M ASE DITC,H(LT) �; ' i i i P l 0 2+ 0. 0 0 i : : : : : : : : : : : : : i i i E= 43.30 � i : : :: : - _ _- --_ _ _-- __ __ _ __ �-_I_ � I__ � J,_�- I__ _- - I__� � � � � � � � � � I , I-__ ____ ___ _-- --- - __ _ -- - -- - __ _ _- --_ _ --- _ _- __ _ __ ____ __ _ ___--�- --�----_' - - �--- -- --_ ___ _-- ---- -__ - ---- � _ ---- I I I I I +J I_-� 00_� � j i i i i �_- --r i . _- _ . . - _ _ . � �i i �_ _ � i - -� i � �i i i i i ^ ��� �' '' � I _I _ I- il i i i_ ____ i, _ _ --- : �- �__ ____� - __ -� �_� � -_� � �_ � -�__ �� � i- � -i �-- : --- -- I Pl = 303+00.00 co I _ -- -:- ---- - � _-_ _ _ _ - -- - - _ _- --- _ __ i __ ii ii - � i �-� - _ _ _ . � � � � � � � _ _ __ __ _ _ � i --�� __ �i ___�_i_ �_i_ � i__ �i i � �i ��___�� �i _ ________ _ _ - ____ 0 �� � � � I -� EL 434.00 �� Pl = 292+50.00 I I I� ,-� � � _ � � O EL - 420.82 i� __ - i i ► � i � VC _ l 200 � T LL VC = 600 K 454 . � � � � � : � :� : K = 4// : : : : � ,- _- - i i ' i � i : : T G RY ___ _ __ � � '�, _ � -I_I _�� 'I� �- I �� � �� I�_ � � __ _ _ __ -- - ---- _ � e � � - - -- - _ _ - _ _ � �-��- ------ � � (�_) .2� � � I_ �� _I _ __i __ _ _ _ -:- �.� '_'_ '! I I ' I ! I ♦ I I I Q GAN RY -- � � � E lST l G G OU � i � , � N � ,- � PRD OSEL� GR DE �� � I ,, ,� �` ��� i � � BE l P. CU D CHIR > l� 0^ 00% � � I � _ � oz � --- -- - ___ _--__ _ � _. _____ ---- __ --- -- Pl 30 50. 0 ( ) 0. 000 e � � - - t ----- ----- . -- - -. - -- � - ^ �.-- . -- ------__- ---- -- --- ---. - __ -Ef-= �'#-2�8r- f�. � � � l�1.25 6'� = 5+5 .00 l+) 5.60 0% o --- E D SP. UT ITCH LT� i i i v i � .715 � 0�_ _ ° I I I I � -- ------ ---- (� 0_ 00% El l5. I---; `'� l� (�' ' El = 422. � 0 I iBEGI SP. CUT DlT CI H(LT ) Q i B� G I N P. C� I T D T C H I T) --- --- 0 P l 0 2 0. 0 q�0 � f =� 0�8- ---- ------ _)1.398% _ ---- ___ __ _ -= g ��� '� '� � �� '� '� � '� , '� �� � - • � E/ 4/6 90 ° � 1.39 /% 05� ` ; � Z ( + B Gl P. C T D� • BEGI SP. CUT DITC lRT) � l=�196+5 .00 , I - -- �- I ' - _ - 5 �fl ' / - 422. � _ TCHI T) �i�i i I I � � I � i II� I � + --- - - - - - -P� + OQ � � �'' Pl - 96 00 �, �'�, , � �, Z l=�16.60 I' � _ � I I , � El 4/ 58 �� . I� �� , , J El = 4/9.0 v l = 15.30 � I I � �� '�� I ��� I� I� � j �� � � �� I � I i -, II ! I __ . _ ! I I I � III IIII I! IIII I I III I I II li I I III I I Ilili I Ii � ! li ��! ! � li , !, '� ! I RIGHT DITCH ----------- - � _ , i i , I _ I __ i _ _ � � II I li '� I _'' __ � , ii _ _ ' 'i _ � , � � � � � : �: I LEFl D/TCH ---------------- �I I� I jii � i iij i i i„ I, j jii � I �I ill i I � , , , , , , , SEE SHEET 25 FOR -L- PLAN V/EVV 291 + 00 292 + 00 293 + 00 294 + 00 295 + 00 296 + 00 297 + 00 298 + 00 299 + 00 300 + 00 301 + 00 302 + 00 303 + 00 � � � � ��; � � � � EI� BE M ASE DITC lLT) � � . . L O C H N E R PROJECT REFERENCE NO. SHEET NO. ; -_ IN ST E RD � � � , � � i � � ' R-2 721 78_ r� � � � �� I I I I I i � E 4 7.30 I I I I I !'' I � I I� II I II I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS I= 4fO .00 � � I �� , ! RALEIGHANC PL27612 UITE 202 ENGINEER ENGINEER - . � _ � L� (919) 571-7111 . , � NC License +)1. 000°0 (+� 3.60� __ __ � El =��3. 0�� ��T���1[]�][�IE�I� I�]�A�T� Number F-0159 NC F[RM LICENSE No: F-1148 p��� N��°d'1' �1SE F�F$ g8% W.�C��7I�I'd'II�N --- _ / � \ . . . . . ---e -- i �� �� I' i I i i i i i i i I i i �� � 1151 SE Cary Parkway ECOLOGICAL �a�, N� 2�5�8 �g���,�����gg� ��,��� �� 1. ���`e �� I �� Suite 101 - - � Pl = 03f 0.�� ' � � '� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N ' ! `� �� Pl ` 08+00.00 i �; Pl � 10+0 .00 � I D C(LT) I I I I Pl - 303+00.00 � � �I � � �, �I _ . -E--�- . EL _ 434.00' � �`` � � I I _ + � ��I ,I ,I VC - 1,200' j �_.� � l I08 .00 K= 454 ' �� - I DOCUMENT NOT CONSIDERED FINAL I ''j�' ����`` ' UNLESS ALL SIGNATURES COMPLETED � �� � ��� 0�� ----- ----- � , : e -� + 2. e � / 3 -�- _ ' � I' I � � ��t pp� e`` -- ----- ---- � � � I�� � I� EXl TING GRO ND � , , , � � � � _ � 0.3 0 E D CU � D CH(R ) �-. - -- l+) .30 0°elL 1 ' '-- - -- - - � -- ---__ , P =30 +00. 0 i ; ` .Q O ' ! i i � �1�` (- � . � � )l. 889 ° � � � E D SP. UT � ITCH LT) ; i ; � i P OP0 ED RAD i i' � ; � � 1� Pl 3/3+D0.00 \ END SP. UT � lTC L �1 � i I I I I i I I I� I li � I I I ; I I i I ,,``` � `_ -�� _ i El = 428. 7 � , I I� : � ; � � I I I I __ -� � �� \�'�6 ,_, + Z o � i� � � , - 4 65 � ��� _�l =; 4/0. 0 Pl 3/5 60.0 e , _ � � ,_ „ � i i � _ � -_ - - _� ___� _ _ _-- I� � , � � � �� ` � - , I � � � i ''�� , ) : • ' __--- ` ----- - � --- -- , - - - - a - - - _ _ -- _-- � __ . _ I i--- i_ ___ I ---I_I __ I I �.. � �_ __ _ , ��� � � ���� � �� � � ��� � 1� �6 I --__- -1�.��C�� �_ __ _ __ _� '_�_ _� _ �- _ _ _ _ _ r � _���J - ,�ASF �1T 1 _- -- - , , , . � , � - _ ` _ e � --_ � '� � � �� ' '� �� � � � _ - � _ _ � , , � � i = ,p� �� ����-- _ _ _ � � - _ __- _ - __ _ __ �� _ _ _ _ __ _ __� i �_i, i i_i I- �_I I I il P-3/l 05.0 __ --- _ J� -- -� _ f� - - - - __ _ _ _ i i _ i - -- - I I I � �_ � �P D P. LA . lTC lLT - -- - -- � , . - _ _ _ � � _ _. _ _ _ � __ -__ --- , __ __ ___ , �- i- � _ � � � � � � � l- 13.8 ��Opp El 408. 5 ,�, I� __ - --_ ---- - --_ _- � _ _-- _ ___ __ _ , -- -_ _ _ -� . I� : ! _ :_-_ : - _-- �� �� �, ', . '� I _ ', ', �, �, �� - - -_ _ _,36p j Pl = 15+5J.00 W �1 -- ----_ - --_ _- : i __ _ _ � --�_ � _ _�_ __ � � , _�_ � � PIPE HYDRAULIC DATA _._ _ -� - _ _ _ _ � _ - _ : ; --� ; _ _ _ El , 40 .55 � _ - __ - _ ---_ �i- ' ---�i_ i - ; _--i_ _�i_ 30" RCP-lll Sta. 3/4+67 _-__ ____ - � - i �Pl = � � _ __ : I -__ :--: - -- i� I- ___I� �il � : � -- : - - : � DRAI AGE AREA = 10.4 C Pl = 13f5 .00 � _ � _ • �: -- I il il i il DESIGN FREQUENCY = 50 YR El = 399. 0 E 8.80 v : : : : : � , i -- I i , DESIGN DISCHARGE = 26 CFS Pl =.�13f0 .00 _ : -- -- : - � _ ; --: -- - � : -- - --: � J__ _ _ i �_ _ �_ � _� � I �_ i i �_ _ ---- - -_ _ _ ___ , � � � � J�_ � � i � I-�_ � � � � � � � � � � � �__ _ � ___ _ -__ DESIGN h'►N ELEVATION = 4/0.03 FT � -_ -_ � �_ _ __ _i _I� _ i _ _ i i_ i -� � i i i i i� El - i 403. � __- _ - � i � �_-_� __ l00 YEAR DISCHARGE = 29 CFS � -� -- � _i i _ - _ I i_ i i�-- � I J --- - -___ -I : -- ,I �, � I, � � � � � � �� i �, �, �__ � � � � ��! � � l00 YEAR M�V EI�VATION = 4/0.20 �r PI = 1�+5 .00 D T. B SE DITC (RT� � � � - -_ _ _ ---- -_ __ _ __ � - - - � � �i_� � _ _ _� i _ � � OVERTOPPING FREQUENCY = 100± YR El = 406. O _ _ ;_ RIGHT DITCH ----------- __ � � � � �_� _ � � � _-- _ OVERTOPPING DISCHARGE = 35 CFS _ __ _ - - ---- _ , , E - 3 5.30 __ _ __ --_ _ - _ -- � ___ __ _ __ _ _ � � OVERTOPPING ELEVATION = 4/l.6 FT _ ___ �_ i_ _i _ __ _ _ _ _ _i _ i � �I_ � � i � � i � -i i � � � - -`- - - -- - - --- -- - � -: -� - - -- --- LEFT DITCH ---------------- _ ___ _ _ __ __ __ ___ '�_ _ __- -� _ _ �_ �, _ il _ � il lil il -il ll� _ - _ -_ . -_ _- � . __ ---. _ _ --- _ _- -- . _-_ II-I_i -I II _ - _ III - - --I-II I -- II_ _II I . -_ ------ --- ----. : : : : : � � � � � ' � ' ', SEE SHEET 26 FOR -L- PLAN VIEW 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 _ _ _ _�._ i ___i � !_ -- -- _ __ _-- _ --- _ __ _ - __ --- - - _ _ _ __ _ -- - - _ I _�_ I _ i i i-i��-- �_I I I II II_ I _I _i I i_ __ � _ _I _ - - --- -- - - -- -- - -- ---__ _ I I . _ --- - _ -_ -_ _ ---_ - _ . _ _I _ I _ I _ -- -_ __ _ _ _ _,- - --- ---- -- - _- _ - -_ _ , -- -- - _____ _ . . . . . . . . . . . I I I I I : : . . i i : : : : : : : : : : : : : : - - j j j : : :: : L CULVERT HYDRAULIC DATA - _ _- --_ _ _-- _ __ __ _ __ ;_�__I_ � I__ �, J_�__I__- -_- I__- ,--I-,-� I-_�_,_ �, ___ _ __ _ ___ ___ _ _ - __ _ : _-. : .- --: : --- : : - : : ---- : :_ __. : -_ : .- -: __ _ __. __. __. --. . _ DESIGN DISCHARGE = 250 CFS _ _ _ ___ _ __ __ _ _ , ___ _-- _ _--- ---- � DESIGN FREQUENCY = 50 YR � � � I DESIGN HW ELEVATION = 379.6 FT I I I _ _ � � � � � BASE DISCHARGE = 280 CFS __ _ - _ _ ___ __ i-i. � i-_ -�I i i i-� � i i i_ i i i �_ '- _� � � � � � _� � _ --- _ -- - ___ _ _ i� � i _ BASE FREQUENCY = l00 YR --- -_ _ -_ - - ____ i, _ __ __ _ --- I -_ --- - - _ -- ---_ _ - - -- i i ___ __ ___ _ _-- _ __ -- I_I _ �� �i_- ' �I -- � �-i-,----i i � i__ �_�� � � � , BASE l-�{l ELEVATION = 380.1 FT O - � _� - - __ -- ___ -- - - - __ _ �I li� � I�_i_ li �I_ __ � �i I OVERTOPPING DISCHARGE = 620 CFS O OVERTOPPING FREQUENCY= 500± YR � � � � OVERTOPPIIyG ELEVATION = 385.0 FT i i i � _ -- : I � -- _. ._- I_ -I _ I� I- _ I _i I I_II I� �i I II I I�I I� i-I I --- - _- _-_ _ ` � � � Pl = 330+90.00 - _-- ___ _ --- : , : : : : � ___. �.� � ���_ : __ . � -. i� -_. __: �i _i . --� i i i - - � j ,__ �_ _ _ _.__. _ _ --_. _ _ � : N Q -- -_- � � � � � � � EL = 395.25' � I� - ' ° � _--- ----- ----- ------ ------ I � RO SED G E V C = 5 0 0' ° �� �� E D SP. UT lTC LT) � `�'�r.` � (-� 388 °, i � K 26/ � ___ ,� _--_ _ Pl = 17+5_ .00 - ; �I__ ` i � � - = 4/0� _.- __ - --. - -- - � ---- -`' -. -------. --. - . - . -- ----. -. - -- _ � __ _. _ -_ --- - -- �� , � � _,1__ _- �-_ � w , � � ,,- � -___ � �,� � � ,,- � � i- � � -)1.3�89% � , � � � _%� . li, i! i II i i ! I �` !i ii i ,! i � � � � : : � - � � El 408. 0 �� � � � i i �i i i i i � � I i I ;I i II I! I IIII �� I � � II I II I_ I - - - - � . . . ,Illi II!! I'I! I! ' I I ' I II , ♦ I , � � , , , , , , I � , P OPO ED , � J � �� l2 xl2 f�CBC �1 � C OSS/ G v � j I I ��- -- -- - � ^- � � �ii __li �lii i ii�i �ili__I.i � �i �r , , I I ,, I ,, , I i i J � I I EX T l GR U D � N N i � i i i i � � i i i � i i i ��s� �c-Bc- � � ! � ! ! „ , , , , , , , iSILLS RIGHT DITCH ----------- - � _ , i i , I _ I __ i _ _ � � II I li '� I _'' __ � , ii _ _ ' 'i _ � , � � � � � : �: I LEFl D/TCH ---------------- �I i„ I jii � i iij i i i„ I i j jii � I il III i I � � � � SEE SHEET 27 FOR -L - PLAN V lEW 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 � � � � „° � � � � PROJECT REFERENCE NO. SHEET NO. � LOC H N E R r� ; ; � -Y�- R-2 721 79 �� ii i � i II li i I I� i i i ii I� II � i � � --- � i i i I i� I i i i i ! i�! i i i i l I I i I I I I I ELL LA R H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � CULVERT HYDRAULIC DATA I � I� I � I! ! � I � � � I 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER , RALEIGH, NC 27612 DESIGN DISCHARGE _ l70 CFS � � ( 919 ) 5 71-7111 DESIGI�I FREQUEI�ICY = 50 YR � � i NC �icense Number F-0159 ��������y�� �����i NC F[RM LICENSE No: F-1148 DESIGN M�V ELEVATION = 387.7 � I I i i i i i i I i I i i i i i I i i I i � dD�� N���1' �TSE F�F$ g8% W.�C��7I�I'�'II�N 1151 SE Cary Parkway BASE DISCHARGE = 2/0 CFS ,, , �' sUste �o� � ECOLOGICAL �a�, N� 2�5�8 �g���,��y���gg� ��,��� BASE FREQUENCY = lDO YR P� = 338+��.0� ' �� ENGINEERING (919) 557-0929 BASE l-lW ELEVATION = 388.0 FT EL =.399.0�� ' I � � �c� N�� u�� ��� c�r���°x�,Tc�a�N OVERTOPPING DISCHARGE - 560 CFS i l i i OVERTOPPING FREQUENCY= 500+ YR '�� �� i'I I I i i I I I I I i i i I I I' VC = 400' - K = 386 Q OVERTOPPING ELEVATION = 397.6 FT � � �i �� I I I I I I I I I� I I I I � � � BEG S. CU DlT HILT END BER,M 'V DITC (LT) ! DOCUMENT NOT CONSIDERED FINAL N PI= .32f O - - I UNLESS ALL SIGNATURES COMPLETED � El= 39/.2 ; l=' 6+0 .00 3+l9 -YB- i : - � � - � : Pl _ 32+ 0.00 '�I I I �, , � - , _ _ _ _ � -- �--^�l Pl = 330+90.00 El - 393. 0 / - 5 f .00 / ___._ _ - -� - � � •- , - _ nl EL _ 395.25' e � ___1----- ----' "�:% :%_ y - i �, _ _ � � 0o VC 500 E ST lN GR UND p/___._ --��, �`� - � � ��� � K = 26/ - � '� �� � '� �� _ - � � � i � i � � , �� � . . . . . . . . . . . . . . . . . . .- ._' .- '� �� ����." . . '.- . ^ - .' I . . . . . . . . . . . . . . . e I — e � ` ( !� �i � �I \ r ' � ''' ' I • o I • e I I \ ` � � � o � , � � � � � � ' ° (-►�)_ _. ..o __._.--= :(+�`_ -00_ 'e- - I I ! �I I I I I, � ' I I, I I I, �! II i �� _ 52/ -_: - 'p e � � ' � � ' ' �� -- � � ,.,_. --- f �� _ _ i _ _ � i _ _ i _ _ i _ _ � -- � .._= i I i i � I � .___ � E D LAT. BA DlT HlL 1 __�- _ _� _�- � _ _� __-_, �__- � �_ : __-- -___ � � ___ -- _ (^ � _ _ � c �- ___ _ __ _ ___ _ - _ _�-- " , N , r' _., _� I I I I I � I I I I I I I I � I -- --- _ _ - -- -- _ _ -- \ -- -- ,,'_�.-_ �t_�Y� H{-� - ___ _ I l I I _I _ I l __ _ � I _- _ Z _ __— _ _ _ __- _ _ -- - - _ _ _ __ _i_ �_i i i i i�---� i--- -i '-- _ _ _. _ _ _ _ - _ v _ __ --_ .- --- 2/ � r Pl = 32+ 0.00 I � �_ � __ � � � � _ _ � � - _ , _ __ -- - -- _ - _-_ � - --_ ---- + �.56 �� El = 390. 5 � - , � � _ - � i . . - - _ _ _ _ �-- --_ _ � �__i i i i _ , Q= f II il I I I II II II II II II � - --_ ---- Pl 3/ 5.00 _ � � _ � �_ � � � � �I _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ -- --_ � _ _ ___ , , E/ - 388. 0 �, , __�_ � END SP. UT lTC (LT) � _ � � � _�_ � � -� � � _ - , i _._ _ _ _ -- � �1} �E ' — - - -- _ - _ ---_ w�si��s j � --i � �,- Pl= 33f - - � �, � � - --- � � �_-_i_ -i-- �-�, � _-__ ___ , ---_ ____ __ _-_ __ J : : I - . �i i 1 � _ : : : ::: __ __ _ __ __ _ B GlN AT. � ASE DlT H(LT �, El- �394. �, �, � Z -- -- - _ - -- � _ __ � � i _ _ � i i _ i _ : : : : ' : : : : i � , , i , � : �: ::: - - -- -- E/ = 3 /.90 __ _ �, �_ � _I _ � �_I _ � __ __ _� _� �_ i i �_ _ _ __i __ __ __ __ , --- __ ___ _ __ __ _ _ __ �i ' li i _ -- — _ _ _ � � � Q _ _ _ :_ _ _ _ _� �_ � _i � _ _� _ — _ _ _ — _-- - _ ! __ � I i I II I I I I � I II I II II If I I I � I _I—II __ I I_ --li I _ I — — — — I I i_-- I I I — --I ___ _I I I_—I — __ — — I � -- ___I _ _ _. _. __ I I —I _ -- — _— _ I I_I__ I I I I I I ! I I I I I I .—__. ---- � I _. — _. .— __ .—_ __ --. _ ---- — __ i _ i i ' _I II_ i i I_ i I i I I ' i i _---__-- ------ __._. _ ._ . . — —___ -- — _-- --. _ _— -----. __�I—I I___I II— I I I I .--_--- — --- � � __ __ _ __ � _ . _ � RIGHT DITCH ----- --- --__ ____ ----- � ----------- _ -- _-- _ _ � � � �_ �_� _ � � _ � ______ ----- ___ _ -__ __ __ � � � � , __ __- ------ ---_ _ -- - ___ -- - __ _ __ _ __ _ ---- _ -- --- --_ _ _ ___ �- _____ _ __ __ _ __�_ _i -_ I Li � �-I -J , i I I I J ;_ �'_' i_ -- --- --- ___. _ -- - _ __ _- � � _ _ _� _ � �. i- - — - - _, _ - � i, � - � __ __ - - -=-- i LEFT DITCH , -- -__- _ _ , , , , , , ___-_-_-____-_-_ _ _ __ _ _ --- _ __ __ _ __ �, _ ;_ _, - - � i_ �i_ _ i_ � �_ �_ �i i � �i �i �� _�i_ �i� �� 'i _' �I_ — _— --. — — —_ _ __ _ __ ---__ _ _ ----_ _ __ !—�----I _ — _ —_ _— --i : ----- --- _---_ -- __ ___ , —��-- _ _� _ _----- ____ __ . -- : : : : �� � � � ��, ,� � � � � � � SEE SHEET 28 FOR -L - PLAN V lEW 329 + 00 330 + 00 331 + 00 332 + 00 333 + 00 334 + 00 335 + 00 336 + 00 337 + 00 338 + 00 339 + 00 340 + 00 341 + 00 342 + 00 _ _ _ _ � i �_� i __ � �_ _ --- -- -- ___ _ - _ _ _ � - __ _ -- - - _ _ _ _ i _ _ � _ _ i�_ _ --- --- -- _i , i I. i I-i I - , I I I I i--- --_ -- - - -- -- - -- ---. _ I I . . ! - ---_ . _ - -- - — — -- - -- -- _. __ _ _, _� i - --- ---- _- - - -. _ __--_ _ _ . - _ _. - _ --- - , i - --- __ - - _ -- -- _ . _. _ _ _ - _ _ -- _ _ --- - -- : : : : : - : : : : -: : : : : : - : BRIDGE HYDRAULIC DATA i i i i i . . : � � � : DESIGN DISCHAfiGE _ l60 CFS i i i I i _�_ , , , , , _ _ _- ___ _ _-_ _ _- __ - -- _ _ � -� � � � � � , _. ____ ___ ___ ___ _ __ _ __ ___ _ _ _ __ _ DESIG FREQUE CY = 50 YR - __ _ __ _--_ _ --- _ __ __ DESIGN HV� ELEVATION 384.3 fT _ I �-I- --_ ___ --- ____ ___ _ __ _-- _ --- ---- BASE DISCHARGE _ l70 CFS - BASE FREQUENCY = l00 YR I I I I I I BASE l-lW ELEVATION = 384.4 FT � i i i i i _ _ � _ __ : _- _ _ _ __ : : __ : OVERTOPPING DISCHARGE _ 10033 CFS _'i I _,I _I _ � I i i _I. -- . _ -- - i, _ _ __ __ _ --- ii __I i ii __-[ _i ii i� _ -- _ -- - --- - --- - -_ -_ - _--_ - -- -- OVERTOPPING FREQUENCY= 500± YR , , � , , , , ' i � _ - -- - - _ _ __ _- --_ _ _-- _ __ __ _ __ _ -_ �i _i �i ��_, _�� � _ , �i __�I�_-, ______ __ _-- ___ _ _ _ __ _ ___ _ _ - � : : : : OVERTOPPING ELEVATION 392.5 FT I - -- : : : : O � i i i i O, � : i i i i i �: � - -- _�- � DATE OF SURVEY = N/A I _ ---_ _ :_ __ �_i �I _,- ' i_� i i� �I�_ �_�I _i i i —. _— I li I � i I I i i � i i i i-�I I_ .---. -- — -- -- — __ —_ _. __ � _ _ __ _ _ ---_ � S.E ATlO __ �_�_ _ �A � __ ,. _- � - - - �-_. - - - -- _._ _ - _ _ ._ B GlN 0 G DITC (LT) � -- - - Q � AT DA� OF SURVEY � � i, � i, ' � � � _ Pl = 54f .00 f`� � Pl - 53+ � 0.00 = � o � i i i _�� il i � � = i, � o __ __ _--__ _ ---_ �_ BRl GE I � _ _ ._ __ __ __ ! �_� _��__ __� �� �-. . _� __ � . _�-_�_ E __ __ ----- __ --- -- _____ __ -- � �. 000` ��+_ �_ ���------- � - _ __ i � � i i — e _ �_ � � ���--� - - EGl BRIDGE -- I; � � i � ' � i i , �,-� �i � . - � 3 &���Q-- ` _ __ - � i i �� --_ - _ _ � W ST o 346 22o I I I � �_� i -' � , � - _ T-� - • ee , i — � i � `-� 1 � � � � � �� �"'� �� � I � — � �_ �_ — �. � \ r \ _ — � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � e � � � � _____ ______ _____ ______ ______ _____ . . � �����_ ��_��� —�_��_ ���_� �_—�_� __�� . . . . . . . "—_' "—"� '—"— __"—' �"�"—"�" . . . . . . . . � ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L I . . . � \ � ���.� —�r �7 . — . .. . . . .. . . . . . . � i � ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . . . . . . . — . . — . . . . . . . . — --_ � I . . � . .. . . . . .. _ . . . . _ . . . . . . _ . . . . . . . . . . . . . . .. . . . . . . . � , _—_ —_----' . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . � _ � � � _ . . . . . . _ . . . . . .. _ _ . . _ . . . � �� `� J �� �� ��� � � l � 0.4 84`e � J � �' � � r - - -� ___-----��� -._4_3 �-- --- --- --- ---- -------- -------- -- J ^ . U Pl = 55f 0.00 U � E = 3 8.82 � Q : : : I'� -- Ij I I'� I�I I I� II � �I '� ' �I � � � ,, E SP. ! CUT DlT C � l RT ) : ' E �D DITCHIRT) � B Gl V Dl CHIR ) � � Pl = 53+ 0.00 � El = 38% 0 Pl 35/+�70.00 - ° / = 8/.72 � � i " ! ' ' ! i , � -- i - - - - - RIGHT DITCH ----------- - � _ , i i , I _ I __ i _ _ � � II I li '� I _'' __ � , ii _ _ ' 'i _ � , � � � � � : �: I LEFl D/TCH ---------------- �I I� I jii � i iij i i i„ I i j jii � I il III i I � , , , , SEE SHEET 28 FOR -L- PLAN V/EW 342 +00 343 +00 344+00 345 +00 346 +00 347+00 348 +00 349 +00 350+00 351 +00 352 +00 353 +00 354+00 355 +00 � � � � � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. ; r� ; ; R-2 721 80 �� ii i � i II li i � li� i i i ii I� II � i � i --- � , i � � I II I I I II II I I I II II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS i ' I , , , , ' , , 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 _Y _ (919) 571-7111 NC License � � Number F-0159 �������s�s��s ��e��� l I H DES RD NC F[RM LICENSE No: F-1148 dD�� N��°J["T �JSE F�F$ g8 % W .�C��7I�I'�'II�N 1151 SE Cary Parkway � � � I� � � �„ I � I „ � �, I � � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� I '� ENGINEERING (919) 557-0929 � �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N ! ; ; I I I I � � ; , �� ; , , � -� _ � II '� , �I �_ �I �I � �I I � �� �� CULVERT HYDRAULIC DATA P 35 90. 0 P-35 +65. Q � I E = 4.72 I= ;� 4.00 DESIGN DISCHARGE _ l30 CFS DOCUMENT NOT CONSIDERED FINAL � j I= J'r8f .�O P� =.�EOf .00 DESIGN FREQUENCY = 50 YR UNLESS ALL SIGNATURES COMPLETED � j l= 4/0.9 _ ' � �� , � � DESIGN HW ELEVATION = 375.5 FT -- - _ El = L.l � i BASE DISCHAf�GE _ l40 CFS � Q i Pl =�i58+ 0.00 � Pl - 60+ .00: � � � � � � BASE FREQUENCY = l00 YR �I- � � ----- ----- ------T--' _ _ El = 408. 0 El = 398.1 , , easE �Vy ECFVArroN = .�5.7 Fr �o _ -_ _ � -'� - 's _ -_ = �-- - - - - - �..� � + �,4 ��D o �''`� �a40 El = 397. Q = OVERTOPPING DISCHARGE = 690 CFS -- l�63+ .00 OVERTOPPING FREQUENCY= 500± YR � � -- � -_- I - _� "-_ � -r� . ` = f - � . OVERTOPPING ELEVATION = 384.1 FT o � � ��i ii � I�i , � � , , ' El = 396. 0 � . I� � �� --�� 8��'�0 ,, Pl =�62+ 0.00 E D BER BA E ITCH LT) I � , � � �� ���' ---- --- ( ) l.2 00%( ) 0. 1000°e (-) .200 / _ e Pl = 369+15.00 � �l Pl = 59+ 0.00 - �� - _ __ El = 394. 0 6 p, ------------ EL = 383.17' � i E - 4 6.60 � � � , _ o -� � 00 ee ----- ----- -- -- ----- °----- ----- � l.2 00/ - , - �- - ----- V C - 500 � i EXl TING GRO ND ! I I I I ;; ���� � l= 2+510.00 -) 0. 000 i I � ii', � �_ `\ � E=35.3 K=283 � �, � i i _ i i _ _ : � : : : : : ° _ � -- -''� �- ,..._..L_._ __; �- -� I I : : : : : . , � I V . . �` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � /('�� _ . . . . - . _ . .-. -. . ._ . ..� . `. � / . _ . _ . . . � . . . . . . . . _ . . . . . . . . . . ._ . . _ . . . . . . . _ . . -. . . . . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . -- . . . . - e . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �- . . . . . . . \ . . . . . _ .- . . _ . .- . . _ . --_ - _ I I_I I � r�� -=--- 7e ------ ------ ♦ � _ � L� � � -- _ _ _ __ __ _ _ _ � � � --- - - � v _ __ --_ - -__ -_ � ' '_ �_ � . - � �I �. B�GI P. C�T D TCH( T) • ° � , _ ' � � e - --_ ---- - --_ _- _ _ _-- _ � � _ _ _ _ _ _ _ _ -- --- Q : , � � � � �, � � � � El - 379 00 ----=-- ----- . i � _ - �1 _-- , _ _ _ , _ _ __ _ --- : - --. _-- : : :-_ l i _ _ - 'i i �i __ : l. � ``` f � - - -- _ _ _ _-_ __ � I � i - - - � - _ - ___ _ - _ - _ __ __ � -- � �_ _ � T � £Hff��-� _ _ __ __ _ _ E� S . UT D7TCfrI�R7�� ___ ___ _ _ __ � � �l : : : - _ ! : _ - '�I � � � � . � �l =3 +90 00 � � � ^ � : : � - �, , , El - 38.�.9� `� � � `-� � __ __ _ _ __ __ � __ i _ i i i _ _ i i _ i _ , � � - - -- -- _ � i �_I �_ _� �_ � �_ i i �_ _ - ---i __ __ __ __ _ _ --- __ ___ _ --- - _ _ _ _-- - - - -- � �_ _ _ i_ I_� i _ _ __ _ - __ � _ - _ . _ _ _ - -- - � -- Q _ __ � : :_ I_I _ II - _i I_II i_I i il il � i il I i i II II _II II_ I � _I-II __ I I_ --I I _ I _ - - _ I I i _-- _I I_ __ I I I - --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. -- _ - � I ! I III I I I I lil il _ --- _ --- _- I I__ I_I I I__ I I I I I I . _. ---- _ _. - . __ I I __ --. _ ---- - - . i i i i i i i � 6' _-- -_ ----- _ ___ _ - __ @ _-- � I_ I I �j_I I ___I II _._- _ _ ----------- --_ __ -----_ __ __ w�si ��4/GHT DITCH _ � � _ _- - - --- ___ ------ --- ---- _ -- _-- _ _ - _ _ ___ ---- ___ _ --- _ __ ___ _ ---- _ __ _ � � � � __ � � _ � ___ __-- ----- _ --- _ ----- ___ __ _ __ ---_ _ _____ __ _ ___ �_i �-_i-_ _i _ -_. _�_ _i- -i i_ _. _i __ _i _ _ _i --- ----- ----- _---_ ___ J LI I � I J, l I I i J _i i_ -�'-� '- --------- __ ._ ___-- I � _I_ _ � li i I - _ _ _� , _� _ ____ _ _ __ -- ___- LEFT DITCH _ ___ , , , , , , ___-_-_-____-_-_ _ _ __ _ _ --- _ __ __ _ __ �, _ ;_ _, - - � i_ �i_ _ i_ � �_ �_ �i i � �i �i �� _�i_ �i� �� 'i _' �I_ - _- --. - - -_ _ __ _ __ ---__ _ _ ----_ _ __ !-�----I _ - _ -_ _- --i : ----- --- _---_ -- __ ___ _; _ � . , -��-- _ _� _ _----- ____ __ . -- : : : : �� � � � �'� ' � � � � � � SEE SHEET 29 FOR -L- PLAN VIEW 355 + 00 356 + 00 357 + 00 358 + 00 359 + 00 360 + 00 361 + 00 362 + 00 363 + 00 364 + 00 365 + 00 366 + 00 367 + 00 368 + 00 _ _ _ _�._ i ___i � !_ -- -- _ __ _-- _ --- _ __ _ - __ --- - - _ _ _ __ _ -- - - _ I _�_ I _ i i i-i��-- �_I I I II II_ I _I _i I i_ __ � _ _I i - - --- -- - - -- -- - -- ---_ _ _ . I . --- -- -- __ -- - - _ - _ -_ _ ---_ - _ . _ _I _ I _ I _ _- _ - -_ _ -- -_ __ _ _ _ -, - - --- ---- -- - __--_ _ _ . -_�_I-_ -_ _. - _ _I _ I ----I_ _I ri ---- �_I _�� I __� _ . . . . . . . . . . . I I I I I : : . . i i i I I I I I _�_ , , , , , _ _ __ ___ _ ___ _ __ __ _ __ _�__,_ , _ ,J_�__,__ . _ _,__�_� __,___� _______ ___ ___ ___ _ __ ___ _ _ _ ___ � � � �� �� � �� __ _ __ ____ _ ___ _ __ __ _ __ ____ : _ -____ �____ �____ ____ ______ ___ ____ ___ _ __ ___ _ ___ _ -___ � Y'o � � � � � __ � � � � � � _ _ � _, ,_ __ __ - _ _ _ __ __ _ � _ , � i i i_ i i � � � �_ --- _ __ -- __ _ - -- . -- I_i i__ -_ _f - i�i - . _ _ _ _ i, _ __ -_ _ --- �_ -i _ � i_ i _� � - - -- --. _- - _ _�i i �__ _ i i�__' � � i i �-- _i - i �i ��___�� � il i �� i _ _ - . --_ ___ - --- _ __ . _- ---_ - __ _ --- _- -- . _ ! I_- ! _-- I_ __,I_ ! ! I--�J I i - -i _ � � _-I ___. -_ __ . -- _. - __ _. __ -_ _ . -_ _ - - -_ __ O : : : I I I � I ' I_ _-_ i_ : : : : : O � i i i i i I i i i i i i i � XlS lNG l�D�l D i i i i i � � � __ _ � O -- � _ - __�_ -- - - _ __ _ ---_ _ � _ � � , -- - - �, �- �_ �� �_ I�� � I_ !_ _I H_�- _I � �� � � __-�__ -- - � -- � -- - � _ � � � -� � _ _ __ _ _ ---_ � � - __� ____ __ ____� _- . _�- _ � � � __ _ _ � _ _ _- -_ ___ - __ _ __ _ � -__ � _ o � ,;� ��, � �I , � � �� � i I � Q .__ : : : .__ : �� ! � ! � _ _ __L-- -_ __ � __ ( /� ���'� i i � ���T�� 1 � i � v J I- / � � _ �� �-� � �i �` �. , I_ . _ _ __ ----- __ --- -- -___-_ '_'� � � � _I. I _-_ __-► --- --- _. _- - -- -. _ _ -- -_ . _ . _ - - _. _- _ - - - -- _ _ ---- -- � -�- ~ � --- - -- --- I i i-II - I i I - � �_ r ,� / L�- }-- � � I �--� � I I I ����� � � � ` �1 ,�'' I I I I I I �, °o � Pl _ 369+15.00 �,, �� i I i o � I� EL 383.17 � , � VC=500' -�� ���� ;i ;,��� ��� ���� �� � � �)1.285/ � �r _� i II i i � i I i i Ii ii i ,I I � K = 283 � � i Z . I'' � �' ------ --- - i �- i i I ! I II I J I I ! II I I � II �V I I I I �_ � � l +)1. 585 ° , '� '� II I ' � � '� - ' � , , � � , 'I : , - � I� ' PRO OSE GR DE i I i � I, J ,_� __ �,� �� I _� "� (+) .88 --e--- v � � ��ND 69 0 U� ITCH LT) il , i � I I I I � � �, � ,� � I � � : - : : - � � -- i � � '� '��� '� i ��i '� , � : � El = 380. 2 � , � ,, � , , � � � � � � � i ��, i �, ! i , �, '� ! i - - - - - RIGHT DITCH ----------- � - � �� � � �� �� �� _� � � �� �� � � � � � � � �, i i , �� � _ � __ i _ _ � � �� �� �I I ��� li '�� I _'' __ � , ii _ _ ' 'i � _ � , � � � � � : �: I LEFl D/TCH ---------------- �I I� I jii � i iij i i i„ I i j jii � I il III i I � , , , , SEE SHEET 30 FOR -L- PLAN VIEW 368 + 00 369 + 00 370 + 00 371 + 00 372 + 00 373 + 00 374 + 00 375 + 00 376 + 00 377 + 00 378 + 00 379 + 00 380 + 00 381 + 00 � r_ � � �� � � � PROJECT REFERENCE NO. SHEET NO. r� .. , , � LOC H N E R �, �I �i i i li� i i i ii I� il i i � i R-2721 81_ � II II II II I II I I II I! I I II I II II I II II H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , ' , ! ! , , ! ' , , ! 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License � L� Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I � � I �, � � I � I ,,, �, �, I � � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� Cary, NC 27518 � ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I i� I I I I I I I � I I I � � I , � ! III II II IIiI I I IIIIII II II iII II II II IIII II I I II I I I ! ! DOCUMENT NOT CONSIDERED FINAL PIPE HYDRAULIC DATA UNLESS ALL SIGNATURES COMPLETED � , 48" RCP-� Sta. 387+15 O � � � � I I i I'I DRAINAGE AREA = 44.4 AC 'I� PIPE HYDRAULIC DATA : �� � � �� I I 42" RCP-� Sta. 38/+76 DESIGN FREQUENCY = 50 YR Cf' DRAINAGE AREA = 29J AC DESIGN DISCHARGE = 90 CFS EGl BE ' DlT HlR �) DESIGN FREQUENCY = 50 YR DESIGN l-I►�l ELEVATION = 397.5 FT /=,3�9 f0 .00 � � 100 YEAR DISCHARGE _ l00 CFS _ _ - - - - � DESIGN DISCHARGE = 65 CFS �� i I ! ' �� �� �i i �� �i �� ! '! �! � '! ! ' l00 YEAR l-lV� ELEVATION = 398.0 FT � ( -I-� I. - - - - - - - - - - - - - � 'I� DESIGN HW ELEVATION = 394.5 FT I I I' I', 'i OVERTOPPING FREQUENCY= 100+ YR - - - - - - - - - - - - - - - - - l00 YEAR DISCHARGE = 70 CFS OVERTOPPING DISCHARGE _ l05 CFS - - - - - - - ' � � � l00 YEAR HW ELEVATION = 394.8 FT i _ I _- OVERTOPPING FREQUENCY= 500+ YR Pl = 386f50.00 OVERTOPPING ELEVATION = 398J FT � y � � � � i � i i EL = 405.00' � - �� OVERTOPPING DISCHAf�GE = 9/ CFS VC = 500' �- � � �� �� I I ' �, I I I I I K= 659 � � P OPO ED RAD OVERTOPPING ELEVATION = 396.0 FT , ; �' � ; � i � BE l P. C T D CH(fPT � � Z � � -- T ::`: : � : : : : : : � � El - 40 /5 i i � � co _ _ -- - I c�-- -- _-- __ _ o - , � _ - _ _ __ _ __ g °e _ (+ 0.50 0/ � _ __- _ �+ - _ --�- � � o �P �;-Ql� �! / � _ -- ---_ � I � ( ) 0.3IOOf� Pl � _38� f50. 0 � - - _ _ __ __ --- - - __ :� : - : _ f, . --- ---- El�- 4 /.00 ,- - _ - _ . - : �-_ ,_ , _ � � � � _,�- `�__��� �D i .► - - ___ ------ ----- � i : : � : � : �_ '''"� ''��_ � ' l = 88f .00 i ,____ --- Z � ------�----- (- l.175 % - -� l = 394. 5 ------ ----- _ _ _ - ----- � _ _� �_� 30 , ' , � � _ ----- ----- � � .- D i _ _ ��e -'-1--, �---- -- ___--- ��----- ----- � ��I� -- - --- -- - , ----- ------ - - -- --- ----- -- ----- _ __ _ --- ------,---- LAT. AS DlT H�L -- � -- - - f = '9f�-5 . -- _�� - � ,, +� �, 20Q � EGl SP LAT. Dl CHl T) (+ �� `_ 1 ' �� ----- ------ - ___- o = �= _=- ----e------- -- �+) 2. Od0 � ____ l = 393. l _ --- J - � I .-T- + 47/ � : : : W l- 82+ .00 " __- / ) lJ � Z _ Pl = 83+ 0.00 �- _----� _- 88� : � _- : : • : : : El = I394. 4 ` " � � -- .800 _° -- " Pl = 89+ 0.00 _ � ' ' _ : I� : --- r - - -- _ _ � __ _ _-- - __ ___ _ __ _ -- _ J (- 0.3 3% - � I � ..,(+)__ ,, �v � � El = �394J --- . - _ _ _ -- -- � � -_ Q-=- - _ _ - `, _ , - ;_�- i _ i Pl - 84+ 0.00 _ , C� _I __ 4r� RCP-iv . . �l(f� E- 3 9.78 ii_ '� i-� -ii - i -� -;__� E D S. LA 'V' ITCHI�LT) . � : : � _ l =3 2+2 .00 : I _ � � _--'� ', . , Gl AT. BASE DlT HILT __ - -: _ Pl - 8/+5 .00 = E SP CUT DlT (LT) __ - -- RIGHT DITCH -- __- i , L- , ----------- El = 395. 4 _ �, __ __ _ - ___ -- - _ - • • , El 39 .20 ---- _ __ _ -- � Pl = 85fp0.00 _-- __ �_ _-- ---- -- _ _ ---- : -- - . _-- __ _� _ AS� D/T HlR ) __ _ __ __ _ � � _i __ _ _ __ __ ____ _ _ BEGI SP CUT DlT H(LT i END LAT. =�6.- - - � - -- - -- - LEFT DITCH ---------------- _ Pl = 8/f0 .00 --- __ __ _�� _ �� ��_ f t�'r .��i�� !?f- � ��� � � tA�.��A� - L?t 1�H( _- _- --. - - -_ _ _ __ _ ----_ _ __ -- _ ____ - _ �-_ _ _ f � � � � l-3 5+9 .00 Pl -�87 .00 � --- ------ --- _---_ __ _ _ ___ _ __ El - 394. 8 : : : l= 83.5 I El = 390. 7 I SEE SHEET 3/ FOR -L - PLAN V lEW 381 + 00 382 + 00 383 + 00 384 + 00 385 + 00 386 + 00 387 + 00 388 + 00 389 + 00 390 + 00 391 + 00 392 + 00 393 + 00 394 + 00 _ _ _ _�._ i ___i � !_ -- -- _ __ _-- _ --- _ __ _ - __ _ __ --- - - _ _ _ __ _ -- - - _ I _�_ I _ i i i-i��-- ,_I I I II II_ I _I _i I i_ __ � _ _I _ - - --- -- - - -- -- - -- ---_ _ _ I ! --- -- -- __ -- - - _ - _ -_ _ ---- - -- -- _ _I _ I _ I_ __ __ _ _ _- _ - -_ _ � _' � � __--_ _ _ . -_�_I-_ -_ _. - _ -- -- _I _ _ - --- __ , _ _ r ---- � _ i_ __ i _ _ _ _ . . . . . . . I I I I I i i i I I I I I - _ _- --- - --- - -- -- _ __ �__ J_�_ I___ ___ _ __I _ L_ r� Y , ,_ , , , , , �___ � � _-- ___ _ __ _ __ ___ _ _ - _- - � I� � � �� �� �� I � � �� � � -��a_Po -� -- - -- --- - --- - -- -- _ -- --- _ __ ___ ___ _ __ --- --- : : : : : : : : : : � � _ __. _ __ : I i I I I I I _ � � � � ' � � i ' ' ' ' ' _ - _ _ _ __ __ _ � __ _�� _ � _�_ _ , ,i _�� ' ' '' � � i � �i � � � _i � �_� i_� i � i _ - -- _ _. -- -_ --- _ _ __ -- __ _ - -- . -- _ _ __ -_ _ --- : ____ _ _ � _-__ 7 -__, . i, _ _ - _ --_ -__ - --- ____ _ -- ---_ - -- --- - �_� �__ � i i _�_, i ' ___i _ _ _ __-_i __ _ _i i i _ , i � i - _I - --------- --- ' ---------- � _ _- --_ _ _-- _ __ __ _ _ �� �i__ � � I__ -- �_i_,---- � , ' -a- _ _ __ I�_i_ ____ _ __ --, , --- : � : : : : : : : : : : : : I D BER ' ' DITC IRTJ� i : . : : : : : � ' i i i i i � i � EJ= 4 0.5 , ; i i i i � l . � � _ � �- '�_ � � �_� ` _�_ �_' _ __ -- - __ -- - _-__ D �ER �ITC (RT) - _ f� - - -- ,- -- -- -- ; _-: � l�f� BEf� �` �C- FR� ' - _ _ ---_ � IIfL� B€R �` BlT ��'� � -_'� ', ___ _ _ � _ _ -__ ._ P-� -� �.4- 0 :_ : � � ' � _ _ _ _ � _ � i � El = 0.30 � : --. � - Q _'- EG/ � BE tiJ ,, D CH�R > � � -, EGl BE M D CH(R ) � Pl = 9 + .00 / = 98+ .00 _ �� -- -- -� � --------___ , , � � e � �o - • o l = 425. 3 (±)180_ _ ,- � - --- _ .�� ----,- � � ---__ � Pl = 05+ 3.00 � +) I. 600- -------- -------- � ) 0. 000 e _ ___ _--- _� �-�' - -- __ El,= 4 3.40 -------- ---- - - __ --- ---- --- --� - _ _�_ _ ,_ . _---- _ --_ _ ----- ----- _ --- -- --- --- -� , ' , I I T I - -------- --- �_ ---- �I � ii �i �_ �` �: - - -- - - - Pl 400+00.00 - - � W �- __ -- __ -- ------------------ -- __ _� , . _ � � � � � -�,_ , -- - i i i � � i , N _� - i l � EL _ 4/1.75 , I I I �' o� �_� co EX T lN GR UND V C 950 Pl 0/ f� D.00 , I i , +> .�/67 °e c.r� K= 936 El 4/2�0/ ! �ND ER 'V � lT C l RT ) �` � � � � �' ! ' ! � , � -a -a _ - �. � � �� - - _ l +) .500 , / )0.5/ / (+� 0.97Q0/__ , I El - 4 0.20 � � - ----- r = Z , - ------ ---- --- � ----- -----� � 0.9 00 °� � � i'li I i illii 'I Il iii li I _� I II,1� I II IIIiI II I � �� - - - - - � : : : PRO OSE GR DE I I � I � � � � I � I ' , I ', � : � � I I I � I I I I \ I J J U BEGI �� SP CUT DlT H(LT � v Q ;I ,I I I �-, �� �.��I i i � � i i �� � i ii 'I , I I � � � i i � �i : : : , , I , ,, , I , ,,, ! i iii i �i : , , � � � I � � � , � I �i ! ! I !!, i ,, ! i , !, i' 'i ! I - - - - - � � � RIGHT DITCH ----------- , i �_ __i _ I _ , � _ _ � � ' I I II '�I I _ __ ', �i - - - !� '� �i LEFT DITCH ---------------- � � � � i i i ,, , � , i i I�I I� I jii � i iij i i i„ I j jii ili I � , , , , , , , SEE SHEET 32 FOR -L - PLAN V IEVV 394 + 00 395 + 00 396 + 00 397 + 00 398 + 00 399 + 00 400 + 00 401 + 00 402 + 00 403 + 00 404 + 00 405 + 00 406 + 00 407 + 00 � � � � ,� � � � � PROJECT REFERENCE NO. SHEET NO. r� .. , , � LOC H N E R �, � I � i i i l i � i i i i i I � i l i i � i R-2 721 82 � II II II II I II I I II ' I! I I II I II II I II II H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , ' , ! ! , , ! ' , , ! 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License � L� Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I � , I �,, I � I ,, � �, I � � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� Cary, NC 27518 � ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I i� I I I I I I I � I I I � � I , � ! III II II Ilil l I IIIIII II II ill II II III IIII II I I II I I I ! ! DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i � CULVERT HYDRAULIC DATA O � � � �i �i I I �i � I; i � �i DESIGN DISCHARGE _ l70 CFS � ' � ' � ' DESIGN FREQUENCY = 50 YR DESIGN l-lW ELEVATlOIV = 383.6 � Pl = 4/9+00.00 � � BASE DISCHARGE _ l90 CFS EL = 40/.97' � � BASE FREQUENCY = l00 YR VC = 500' ° � � i I! ' � � i i � i i i i � �'! I�i � � �� � BASE M�II ELEVATIDIV = 383.9 FT K=.3/O � � OVERTOPPING DISCHARGE _ 1335 CFS � OVERTOPPING FREQUENCY= 500f YR � � OVERTOPPING ELEVATION = 403.8 FT � � BEGI SP CUT DlT H(LT � i i � I i i i i '� I � T LL T LL � � _ _ . �� �; �,I �� � � GR I �- El- 06.0 �� I� ��II III� ROPSE A�DE Z �` � _ �� �� ��� � _ � ,_ _ i _ _ i _ _ i _ _ i _ _ W 1 - : I : _� ___ � � 5_O � - � --- � _ _ _ i i � i �_ _�- -- _ Z . : - --__ ____ � � � � : Pl 10+5 .00 , � � , , :� - -- : : � __ __ El = 396. 5 � _ � �__ � i � i � � �(-) .5 ° )1.09 1°� e `` i I I I II II II II il i ^� �- � �- i-� �- _�� � � 'e �-- --_ Pl 08 50.0 : _-- --- :O 0.3 00/ �- - __ � � � � � - r 2 : -- � - El 40 .00 - - -.- - - - - - - - - - - - - - - - - - - - � �.� f-� e _ _ _ Pl 4/2+ 0.00 � --�_ � _ � � _�_ � � - Pl - 14+5 .OQ - i � + - � 1�EGl SP.� CUT DITC ILTJ • �� e � � - - „'"�- _ -- : - � I - i �_: _,_ i - �% = �� � ' _ - -- -- __ _ �..� � _ _ J - � - --- __ , � � - ----- 3 i i ___ � El 8.17 _ _ _ -� __ _ J - - - I - - -- - - _ _ � � i ,,- -- -L _ ,� � / = 99. 6 � Z - ' - --- � � - Pl = 15+0 .00 � ,-- - _ __ __ __ � �.___ �-� - 1@7, 8, RCB • � Pl 08+ 0.00 - , , , El - 38�. 2 �i - � El = i 38/. 0 � ,0, =' � - � � r i Pl = 17+5 .00 i : I� _ E= 3 7.05 =__ --:_ -_ ___ � ,� w�si� s � � 77. � I El = 393. 0 I -- � �-_ Q ' - � �� � ,. � -- _ � -_�X �f t� � �-1 l�l B- ;I � 6 _ -�-� e - _ _ _ _ _r� e � - i � � �, C -� __ - _�__ ,. _ _-- __ � � / - •60 � � � �' � - _ __ _ _ �� _ _ / � � , � EGl SP LAT.' BAS Dl CHIL ) _. � ---- _ __ � -'-=� ! +) ��8�: ° =f � E D L � T � , -: _ - , ,- -- --- -- ------ �'� � RIGHT DITCH __ ___ _ _ __ -- -- -- -_ _ _ _- _ ___ ----------- -- --- . -- ---- - - - , f - ------ - _ _ _ ___ -- - - - __ �- � +) 0. 94/% - ' - - - 055 � l = .3�6.87 El - 392. 5 - - - --- - - - - __ _____ __ ___ _ -- - __ __ _ __ ___ _ ___ _ __ __ _ _-_ �i_i i- _i : : -� , _i - � � _i_ 8EG 'T. BA E D' TCHI TJ -- i - _ ---- -- _ ---- � � �- -� D�T�H� � _ _ __ _- _ __ LEFT DlT CH ---------------- - - � --- -- _ _ _ _ --- __ __ _ __ �� _�� �� _�� _ �� ��_ l = ,3+6 00 i-I _�r i , _ _. . -- ------ --- _---_ _ _ _ __ - -__ _ ----_ __ _ � _ __ : . : : : : --- - --- _ �__ _ _� _ � i � '�- � � � _ . i SEE SHEET 33 FOR -L- PLAN VIEW 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 _ _'i ___i ' �_ _ _ _ _ _ __ ___ _ - _ _ _ __ _ __ _. - _ � i _ � _I _-� _ _ �� _ _I - -il- _ --- --- -_ --- ----- --- _ -_ . _-- __ -- - �_ i �_ � i � �_� �_ -- - - -- -- - �� � _ �, � -- - -- ---__ _ ---_ _ -- -- __ __ _ _I _ � _ I_ _� � _I i �_I I --- ---- -- . __ -- - _____ _ ----- -_ __ --- - _ __ _ I �, �I � __ _ - __ _ _____ _ _ . __ __ - _ '-�-I-�_ _� _ I----I_ _I ri ___i �_I _��I __� ----__ - -- __ _---- _ .___ __ ---_ ---- __ ---- -- . . . . . . . . . . . . . . . . - . I I I I I : : . . i i i I I I I I _�_ , , , , , _ _ __ ___ _ ___ _ __ __ _ __ _�_ �J_�_____ ___ ___ ___ _ __ ___ _ _ _ ___ __ __ ___ ___ __,___� _______ __ ____ � � � � �_�____��_ �� � � � � � �� � � � � � � � � � � � � _ _ � � � � � � ___ -- - _ _ _ -_ -_ i I i I- il �I I I I_I I I I I_ f I I I_ i i i i i i_ __ -- ___ - -- . - - - - _ - - - - - � I I I - -- -- _ _. --- -_ --- _ - --_ I� _ _ __ -. _ --- ____I _ _ � , ' - _ - . --_ -. - --- _. . . -- ---_ _ -- - - -I I i I I I I I I I I I I__ _. II I I-I--I i_- . - . __ _-. _ --- _ _- -- . __ ! I_--�I ! I__ I _I�_I_ �_I____- � ! I-- _! i ! ! -I__- ! __ ___. -_ __ . -- _. - __ _. __ -_ _ . -_ _ - - -_ __ _- I__I I J_--� I I�_I- i I I I I I I I I I I I I I I I __ PIPE HYDRAULIC DAT A � � � � � -- __ - __�_ _ 42" RCP-lll Sta. 42/+93 i �_ ��_ ,-�I _ i� �I_ __� _I i i'_i� �I�_�- I i� � i i� �I�_ �_�I _I i_� I_ __-__ _ _ __ _ __ � __ ___ __ , _- _ _ _ _,-_ - - -_ _- __ _ -__ -_ ___ - - _ _ __ _ -__ _ DRAINAGE AREA - 17.3 AC , � i i__ � _ i �i � i O .__ : � � � � � DESIGN FREQUENCY = 50 YR ii I I � � , i O � DESIGN DISCHARGE = 43 CFS i i i i � DESIGN MN ELEVATION = 393.96 FT � - `f' __ _ l00 YEAR DISCHARGE - 45 CFS ; � �- -ii_ _�_ �- � _ _ i _. _ _ _i _ _ � _ _ _ �- _i_ _i _ �_ � _ Pl - 432 f75.00 � _ _ _i _ � � � __ __ ----- __ --- -- __ ___ EL = 4/7.04' �- l00 YEAR l-lW ELEVATION = 394.06 FT i �, -- � �, � � � � � � i � � �, - __ - - - - --- _� - 0 _ _ i i i VC - 1,000' � + - + Pl 4/9 00.00 OVERTOPPING FREQUENCY 500_ YR I I I I K= 395 � EL = 40/.97' OVERTOPPING DISCHARGE _ ll8 CFS � � VC = 500' OVERTOPPING ELEVATION = 40/J5 FT i � i e I -)1.4.335% � K = 3/0 � i (+�1. 61/ �� � � � �� � � � � � , i i , i i ,, � � � Z _� � U - -- -- -�p� --- � �_�-------- ---�- -- -- __ _ � 0 E D SP. UT lT CH LT ) � +� 2 0- _ _ - - - - - - - _ _ ° ' i�� �- �'_ � +)I.0 6l/ • • _--- --- -� �- -- -- -- -- -_ � _-- " � , _ -----' -� --, � o - __ Z ._ El = 393. 2 �+) 6• %='� 'i�-- _L_ � -- _ �^ _ � 2 200 , E D SP. AT. ' ' DlT H(L ) , ,� % - - ' ' - - - - - - � - , ---- __-- _ - . , � ` ; = i ; I � ,I � I I � � I � : , - ___ - �2-+ 8� � � � � � i � : � : -,- -)_D_ 400` El = 393. 0 �, .�� I' I I I E D SP. T. ' DlT H(R ) � ! j!, �, Z � � � � -- Pl - 25f .00 � J ° - Pl = 32+� 0.00 � 42' RCP-III ,-' Q�� a � -�'�-) 6• END LAT. V' D CH( T� E= 3' 8.35 C� _ _ _ - � ( I �� BE�f -�� ��. � -- �� I I �� i I I � ___ � � ___-- �+� I. 091°e � � � � Pl - 22+ 0.00 El = �40/.3 .00 � El= 385. 9 RIGHT DITCH ----------- � B Gl LAT. 'DICHI > � ����_'__i � � ��'�I_ ��� �I��--'�I�� �� -'�,� �,��,--����� ����I I���i �'��I_'__� � �����__'I� ,��_'I��� � � � p LEFT DITCH ---------------- / =42 f9�. � I� I I� ! I II i i I i i i II II i i I ,, II II i i I� ! � i i i i li I � E= 33.60 , , , , , , SEE SHEET 34 FOR -L - PLAN V lEW 420 + 00 421 + 00 422 + 00 423 + 00 424 + 00 425 + 00 426 + 00 427 + 00 428 + 00 429 + 00 430 + 00 431 + 00 432 + 00 433 + 00 � � � � �Y; � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. \ �_ _ ; R-2 721 83_ ii i � i � �II li �i � i �I �I i � i � ii i II i� I i i'! i i i l I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS -� �K �HY�2 R : I I I I I i I I I I I 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER i RALEIGH, NC 27612 � � �� (919) 571-7111 NC License I Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 p��� Nr�°p� �JSE F�F$ g8 % W .�C��7I�I'd'II�N I I I I I i i i i i i i I i i i i � 1151 SE Cary Parkway � P/PE HYDRAUL/C DATA ECOLOGICAL S°"e lol 30" RCP-J/ Sto. 439+77 ca�, Nc z�sis ��������AL�� ]f����� Pl = 432+75.�� �� ENGINEERING (919) 557-0929 . j DRAINAGE AREA = 7J AC I I I �� N�� u�� ��� c����x�.Tc���N : EL _ 4/7.04 � i �i �I � � � ;; DESIGN FREQUENCY = 50 YR VC 1,000 , � � � � � I� I I I� � � I I � K= 395 � � I i � I I I i i i i II i i DESIGN DISCHAf�GE = 27 CFS � DESIG ELEVATlO = 383.17 FT i N HW N � l00 YEAR DISCHARGE = 28 CFS DOCUMENT NOT CONSIDERED FINAL � lOO YEAR li�{l ELEVATION = 383.22 FT UNLESS ALL SIGNATURES COMPLETED �-�l 335° I L TA. 36+1 ,l6 , i ;,, i ; ; OVERTOPPING FREQUENCY= 500+ YR � , i i i i i i i i OVERTOPPING DISCHARGE = 73 CFS i i i I i , i !, ! OVERTOPPING ELEVATION = 388.82 FT 'I� � , ! ' I I � , � L STAo 34+ 2e87 , � I i �� i � � ii I! 'I� iii i � � � � ROP�SED GRA E � � � ! BEGIN LA . 'V' lT� lLT) , , � �(_ � 2 66Z , ! Pl = 36+ 0.00 E D LAT. � ; I � ; � V Dl GHl T) — e — f� �I - E�= �: - I I ' N - - _ _ _ _ _ _ , p9 / i El = 39/.6b I I '� �, El 38 .58 / = 5+D .00 � � �' �_ �--__ � �°------ �._-- ! Pl 2+ 0.0 EGl LAT. BAS Dl7TCHlL ) l='385. 6 : : : : - - _ _ � � : : - ___-- ---- � � � ; _. _�� �� . l = f68 �0 � � _ � ----- ----- ° (- : : : : i� _ _ � , ' ' � x -� _ -- " � -,- I 'I� i -_ i �, �l = 80.5� � Pl 2+00.00 � pp /-�----� _ _ = L � =3• __00 ° _ _ i � _ � � _�� _ _��- �� � �� � 5 5 _- - , � _ � - � -= : _ --- _ __--- � _-� �-- - - _�� �_ _ � � _�� � -- _ � : - , - - � ,,-- - -----_ � - � � � - - .OU — i � _ _ � � � 3 6� � ,.,, � - ----__ � _ _ -- --- - .- , � Z _ __ El = 394. 0 __ � �_ `, I__ J-' ,� �.�. -� _, , l+) .30/ % -- �- -- _--=�-�"�- i"� � �.,� � _ - --_ � _ ----- ----- -�-- ----- ��. _ E D LAT. BAS Dl CH<L ) -�, -- -__ _ _-- _ _ , `_ __ _� � - --, - - - _ � � � �. r � ` ` � r � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . , I . I ... . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . _ . _ . .- --_ . . . . .-.-- • .. . _. . �_- .-. _ � r� � � . . - --. . . . . _--- . . . . -. . . . . . _ . . . . . . ._ , I . I .. .. . . . I . . . . . . . . _. . . _. . . . _. . . . . . _. . . _. . _. . . = : -_ �1 _ _ ___ : _ : � __ : D AT. ASE DlT H(RT i _ � �__,- _ i _ � i , � i �, l i f0 .00 � _ _ - &. �-- -- - - ---_ , l� 5fT .� �� , � � J _ ___ - - __ _ ' � �I- - �-'I i �- -- i I I _ _- _ _ - __ � __ J : - - - � /= 85.9 � _ : : : Z: , , -- �I . ', -' i _ _ i i _ i : -- : - : - : : - : : : � , _ : � : : : - U - -- -- _ � __ _ -- i �_ � _I _ i �_I _ ,_ I_� _� � I �_ i i �_ _ _ __i __ __ _ --- __ ___ _ __ __ -- _ _ _ i, --- __ _- . Q – --. _ – –_ I _ __ :_ I–I _ II – - I_ i i I i il il � i il I i II� �I �I _�� II– – — – _ . – -- – – � -- __ _ –I __ _ _ — _I–II __ ! II– --I I _ I _ – – _ I i _-- _I I___ I I I – --I ___ _I I I_–I _– __ – – __ -- ___I _ _ _– ._. -- � I I I -- _ _-- , _– _ I __I_I 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-1 I –._– _ ----------- ---- ---- -- . I I I I I __ _ _ _ – _. _ . . __ -- RIGHT DITCH _ -- _-- _ _ � � � �_� _ � � � _ __ ___ __ - _ __ ___ _ ---- _ __ _ � � � � __ � � _ � _---__-- ------ __ _--- _ --- -- ____ _ __ _ __ ---_ _ _____ __ _ ___ �_i �-_i-_ _i _ -_. _�_ _i- -i i_ _. _i __ _i _ _ _i --- ----- ----- _---_ ___ J LI I � I J, l I I i J _i i_ -�'-� '- --------- __ ._ ___-- I � _I_ _ � li i I - _ _ _� , _� _ ____ _ _ __ -- ___- LEFT DITCH -------- _ ___ , , , , , , ___-__-_ _ _ __ _ _ --- _ __ __ _ __ �, _ ;_ _, - - � i_ �i_ _ i_ � �_ �_ �i __ _ __ ---__ _ i � �i �i �� _�i_ �i� �� 'i _' �I_ - _— --. - - -_ _ ----_ _ __ i �_ __I _ - _ -_ _- --i : - -- __ ___ I- � I I I� I i i i I I_; _I . _I - j j-i�_I _I _, �I I_ I_ _ _----- _ ---- __ . -- ----- --- _---_ : : : : SEE SHEET 35 FOR -L- PLAN VIEVy 433 + 00 434 + 00 435 + 00 436 + 00 437 + 00 438 + 00 439 + 00 440 + 00 441 + 00 442 + 00 443 + 00 444 + 00 445 + 00 446 + 00 _ _ _ _�._ i ___i � !_ -- -- _ __ _-- _ --- _ __ _ - __ --- - - _ _ _ __ _ -- - - _ I _�_ I _ i i i-i��-- �_I I I II II_ I _I _i I i_ __ � _ _I _ - — --- -- - - -- -- - -- ---__ _ ! I . _- __ -- - - _ - _ -_ _ ---_ - _ . _ -- _ _I _ I _ I_ _- _ - -_ _ __ __ _ _ -, - - --- ---- -- — __--_ _ _ . -_�_I-_ -_ _. - _ _I _ I ----I_ _I ri ---- �_I _�� I __� _ . . . . . . . . . . . . I I I I I : : . . : : : : : : : : : : : : : — — PIPE HYDRAULIC DATA i i i . : : : L � � � -__� _ _- --_ _ _-- _ __ 30" RCP-/� Std. 455+13 � -- ___ �_ � � I-_ � J,_�__I___ I___, � I__- ___ _ _ __ ___ �_I_� � � � � -� � I i �-I �-� ;- _ -- - __ _ � .- —: : --- : : - : : ---- :- - -_ .- —: --- ,_ _- ,_-. _-. --- . _ _,__ . -- DRAINAGE AREA = 9.8 AC I . _ _ _ _ _ _� ---- � � I DESIGN FREQUENCY = 50 YR � � � � � DESIGN DISCHARGE = 25 CFS i i i , : _ - _ _ _ __ __ �-� _ � '- _'I _ � �_ _i � ,. _� 'i _� � � � � �I _��_ DESIGN l� ELEVATION = 359.55 FT _ _ __ __ _ --- �_i i__ ____ _ �i � --__ ___ i_� � __i i i_ __- _i � � i _i__ _ _i -- _ -- _ -- -- ___ - -- . �, ___ __ _ l00 YEAR DISCHARGE = 28 CFS --- --_ _ __ ---_ - -- - - -- --- _�i � -- iil ,_� _�_i_I �_i- --. � �� �� i__ �. �� i � �i ��_, _�� � �- , i ' _-I�_i_l, ___ lDO YEAR ELEVATlO = 359.70 FT _ __ __ _ ___ _ _ - __ __ I� --- _ __ __ _ _ : � _ I__ I � I---, , MN N : � : : : : : : : : : : : : : : OVERTOPPING FREQUENCY= 500± YR � � � : : : : : : OVERTOPPING DISCHARGE = 39 CFS � � � � : I� : : : : : : : : : PRO OSE GR DE ; i i , OVERTOPPING ELEVATION = 360.70 FT : : � _� _, ,-�I _ I , � I�_ I I�I I I_ I II � I I i-I - I �i I- -- - --- -- - __ - — -- - - - �— _ _--I _. - -. - _ _. - -. - _ _ - _ _. _ _ _ . -- - -- -- -. . - -- - -_ - — - : i _ _I I i l __ i I � _._ i i ' I � �-1 �43 0 � � � � � � � � ' � I I I � � __ _ ---_ _ _ ._ �-_ii__ _�_�-_�_ _ i _. _i __ � : � _ _ � I � __ __ __ _ _� _ i -- ---- __ --- --- � ----- _ � 2 400 ° ! ' ' ' ' ' ' ' ' ---. — - ---- -- --- ---. � - � � --- -- ° i i i � I� -_ - _,- -.--- � _ I I I � �' - 1 I i Z 1 � - �j ---- � �r^ _ n Q__ —� -..i �� i i i v, J El = 38/. ''-__ ____ _ _-, �_ EXl Tl G GRO D �� � � � I �� I� I �' � '� ' �� Z _� � N N � -____ ,38 e � co � Pl = 8+5 .00 _"_ ° - _____ -'-�- �_ � Q----_ _ _ ` � ; � --__, -- -' � _ ___ � ; I - . � --- � �, '�� I' _'I� 'I -- T ___ - '� - �' � � I '� '� —� • - S� �C -L-T - - - - � Pl = 5.�+89. 0 � ! ! ' ----- -___ (- I I� i ! ! , � - ---� 2 _443 - - Z - - _-- `, E/ 3�7.// - , ---- ____ � El = 362. 5 ; - ------ _�_ _ �� . �l �ii --i I Ilii I i ii� �li li i�i �iii �i ill �i�i�i i � __ _- _- ,__ � , I , , , : ; , , , � i : � � �` � ` , , , ; , � _ v < - -- ,�- J �l I ��.►-� �� -- -�.� � �� I „ i ,, I , , �i ,i , I „ ` � I I I I I I I I 30 RC V - - - �� � � RIGHT DITCH ----------- � - � �� � � �� �� �� _� � � �� �� � � � � � � � � � � �, i i , �� � _ � __ i _ _ � � �� �� �I I ��� li '�� I _'' __ � , ii _ _ ' 'i � _ � , LEFT DITCH ---------------- � � � � i i i ,, , � , i �� I�I I� I jii � i iij i i i„ I j jii ili I � , , , , , , , SEE SHEET 36 FOR -L - PLAN V lEW 446 + 00 447 + 00 448 + 00 449 + 00 450 + 00 451 + 00 452 + 00 453 + 00 454 + 00 455 + 00 456 + 00 457 + 00 458 + 00 459 + 00 � C � � � � � � � PROJECT REFERENCE NO. SHEET NO. r� .. , , � LOC H N E R �, � I � i i i � � i i i i i I � i l i i � i R-2721 84 � I II II I I �I I I II I II II I I I I I II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ! ! , ; ! �� �� �� , ! 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License CULVERT HYDRAULIC DATA N�mber F-o,59 ��T���1[][�][�IE�]E I[�]C�A�T� NC F[RM LICENSE No: F-1148 p��� N��°d'1' �1SE F�F$ g8% W.�C��7I�I'd'II�N DESIGN DISCHARGE _ 650 CFS �� ��� I �I ��� � � I� �I ,�, � �� 1151 SE Cary Parkway DESIGN FREQUENCY - 50 YR � ECOLOGICAL sU�te �o� DESIGI�I ll�l ELEVATIOI�I = 33/.8 FT ca�, Nc z�sis ��������AL�� ]f����� �� ENGINEERING (919) 557-0929 BASE DISCHARGE = 700 CFS I I I I �� N�� u�� ��� c�r���x�,Tc���N BASE HVV ELEVATION 332J FT 'll 'll i l 'I I 'I I I I I I "I i i'I _ ! - I � � � � � i � � � i i i i � i OVERTOPPING DISCHARGE - 3384 CFS I : I !! � � I ! i: I i ! I - 0 OVERTOPPING FREQUENCY= 500± YR DOCUMENT NOT CONSIDERED FINAL � OVERTOPPING ELEVATION = 365.3 FT UNLESS ALL SIGNATURES COMPLETED � � ; ; O � I I ! !I I I'I � I Il i� II I il il �l i il �I il il � 0 , _ --T_� -- �- �(^ � - � v 1 -/ � - � � � o - I ! I� � ! I I I � ! I I I I � � �� � � � I I I � i (^ � � ��r `-� J I� � � ! ! � ' � � � � I I� � � II lil! I I'I I�II I III IIII � I Ili I I'�I il�i I'' !il III �I /� � li ! I I I I I I // � : : : : : : _ . '� �, �,_ _ E D LAT. BAS D CH(LT ) � ^ � _ � _ ' _ _ � _ _ � : : : _ _ -- _-- i, , �--i_ � _ __,- � �� � Pf = 6 +5 00 �� �-� � -- - -- __ __ _ _ ___ ___ ___ _ _ � _ - _ _ __ _ __ _ � _�_ _�i _ � � �i _� � �� � �_ - �i_ _ -- -- --. -_ ---- _ - -- -- _ _ -- �-- -- Z- __- _ --_ - __ _ _- � � � _ _ � _ - �`" �_i_ � i __ _ _ _ _ _- _ _ _- _ - _ -- - - _ _ � _ -- ---_ _ ----_ __ __ __ __ i �i_I--�_ I_ _ i �_i� _I_ I_ i� i � i _i, I_ i �__I __ - - _ _ _:_ _ __ _:_ __ __ _ -- -- - _ - _ _ __ _ __ ___ _ --- _ __ __ _ __ : _-_ _ __ _ � � : __ __ --- _ __ _ J i i i i i_ � � i i --- - � : il il il - i il i � � ___ Pl 463+ 0.00 �- _ _ _ _ _ _ _ _ � : -: -- : - -- - --:_ i i _ _ _ -- --- E lSTI G G DU __ _ _ -- - � �-- - - -- _ - -- - � , � �i � �i __ __ __ _- _ _ _- _ __ � � , _-__ __ _ - --- � _ _ _ _ � � _ _i- �i- J _ __ _ - _ __ : � � : - - : , . � ;� �� / . i i _ _ _ : : : : : : � BEGI LA . BA E TCH TJ �'� i �, �, , , � . : -- : : � : - : : - : Pl = 6/+0 .00 : : : l.--' . � � ' _ _ � ' _ ' _ : l� : : � PL = ,62f I.00 �� ,,: � � , _�� I�� � i �_ � i �_ _ _ i _ __ __ - - ; --: � - __= El = 326. 0 _- -- _ � � _ � � � � � � � � � _� I- __ _- -- -- - : __- _ -_ _. _ - __ -- - � � -_ Q -- -_ _ � �� � �� � � � — �-��6, .a- � _ __ .� i � --- -i I i i ! - -_� __ _ _ � i i __I - __ _ _ __ -- ___i _ _. __ � , � !- � _ _ i i i ii i i _-- i-- i ! , i i 2@ X8� RC C ° I I I I , .� _ __ _. _ . - __ _ � � ♦ i i i i __ —_ ---- — Q .- J ♦ WiS LLS �,.� r I_--I I _ I I I ___ __ ___ _-- ___ -----_ __ ._ _- - __ ___ _ ____ -- -- --- ----------- --- _ -- � ,- ,- � � _ � � � RIGHT D TC __ � --- _ ___ -- __ _ --- l 10.3 00% '� --- -- �-. _ __ _ __ � --- - _ _ __ _�_ _ _� __ _� �:! ----- ------ ----- ------ --- ----- � � i � I i i i i J_. I i- i i � . _ , _ �'-' �_ -- -- - �— _� _ __ _-- ____- -- _ — — : _ _ - - - - ---------------- __ _ _ � ____ __ — ---� ', ' ' ' —� ' ', 'I 'I 'I 'I I � ,I , � , _ -- -___ _ _— _ LEFT DITCH _ _ __ _ _ — — — — _il _ - — il_ _ _ i I i i il � il I il_ � - _— --. - - -_ - - _- . __ - -. _ _ _ - _ � - . _� - _ _ _ -i�-- - _i _ _ - _ ------ ---- ____ . -_ ----- _. - . ---. I I I I I I I I I I I I I I I �I I I : : : : SEE SHEET 37 FOR -L- PLAN VIEW 459 +00 460+00 461 +00 462 +00 463 +00 464+00 465 +00 466 +00 467+00 468 +00 469 +00 470+00 471 +00 472 +00 _ _'i ___i � I_ _ --- _ _ _ _ _ __ _ __ _ - _ _ _ __ _ _ _ - - - - _ I _ �. I _I i I i_ _ i - I . _I i i -i� �- - _I ��i �I- _ --- --- -- - -- -- - - I _ ' -- ---- --- _ -- . ___ -_ --- - -- -_ ' � � � -- - -- ---_ _ _ ---_ . _ _ . _ I I I . --- -- -- __ -- - - _ - _ __ _ -- -_ __ _ _I _ _ I_ _ I J,i �, I _I _L I I_ I --- ---- -- . __ _- - - -. _ i __--_ _ _ . -_�_I-_ - _ _. - _ _I _ , --- -I_ I r I— � _ _ _i _ _ _ _ I I I I I i i i � i � i : : : : : : : : : : : : : : I I I I I . . : : : I_ -y' I I I I I - . _- --. _ _-- _ __ __ . __ _�__I_ i J,_ �i _ __ i � � __I___� ___- ___ --- --- -_. _ __ . -_ _ - - -- - i i � i iil � I li i i ii _- .- -: -- . . - : : ---- .- - -_ .- -- __ _ _ --. -- __- --- � __-- ___- _ __ --- _� ---- ---- � I � � � � � � � , � i i i i i _ _ � � � � � � ��� ___ - _ _ _ __ __ _ � _ _ _ � _�_ _� , _ _ _ _ - _ - — -- _ _. ---_ --- _ __ -- __ _ - -- . -- !_� �__ ____I _ i _-__ �i_� � . i, _ __ -_ _ --- _i i i_ 1 i � i i _i__ __i � i_ �-� I _, _ _ - . --_ -__ - --- -_ -1,_- I � � I i I i i I I I I � I i i __ . __ ____ _ -_ _ __ . __ _-_ _ _-- _- -- . ! � ! � _ I __� __ I ___�_! __ � � I__ _! I I ! I J___� ! ---- I __�_I_ ___. -___ --- --- -_. __ -__ . -_ _ - - -___ � I i'I I I I I I � I � I i i i i i I I I I I I I � , i � i , i I , _. .- _ . �._ cV ^r p p�n ,- I I I I I_� I I� i_I �I_li li � ---_ /�1� �JV _�zLl_Q _/_YlL I_ i� I_ �- -I-I i i,_I H_�- I I i i i IJ_ --_ I_ . ---. -- - � _ _I I I I � -- ___ - - -_ -- � � � / ` � � �' � � �, ' ! � � — _. --- — - - -- _ — -- -- __ �_ _- -- ------ ��.-- , � -- BEGI B ' ' D HlR ) O � -- - i I �\ I _ �i � i i i i � / 36 / � E 9. - ---__ _ ._ __ �-_�-_ � � __�--�_ � i ----- __ i___ � __ __ _ ---_ _ __ _- - __ --__ ---- __ --- -- � ' - - -- ' --- - -. - ' - ----- --- P� � 8.0� - _ = 87--{5- :�� �o � � ��� � El = 365. 0 i El - 362. 0 ; i � , I I — I I � � ! �� 2� � , ,2� Op� Pl = 80+ .00 El = i 358. 0 � , ! EG1 BER 'V' DITC (LT) --, � � , , , , El = 364. 0 E D BER ' ' lTC (RT) � +���- -�� � � � , � , � ! ' � ' i / - 0.0� � ,!3, pp'/ --- ---- --- __ �_ �00/---_ El — 356. 0 _ � � � _ � Pl — 484+75.00 � � � EL = 342.50' -- -- � - • 35% � �._ ,___ •� p0° -- Pl 82 50.0 VC = 900' � -) 0. 000 _ _ _ _ � / _ �3+65. 0 � i -- l =- �68.79 __ _ _ I ` - - � - - � � 4.�� e El r 35 .22 K = 240 - ��1T �� �H RT- ---- I' l l'� , I `_ � � ' : I - I ° Pl = 83+ .00 - � �l � = f � �� I — J Pl _ 3 .00 � � ----- _____ El - 3 8. 0 Z ��� e --- _ _ v ! I � � _ 2.87j39% -"_ ------ ----- I-=---- -- =-- ----- � BEGI �P CU DlT HlR � I � , ,-- � � � � i � � I � � I ' I � � �� -- _ I I �1 Q = I i_ , � i , PR POS D G ADE � �� �i�i �i i i i iii ii � i iii ii i -- _— -- _--r-- � � El 357. 2 I I I I � , , , ; I , , , , „ , (-) 433�/ � � , , 136/ J i v � i li i i ii �I I i i � � ! I �!, i ,, ! ' , � � I I ' I I I � � RIGHT DITCH i , ; �_ __i _ I � __� � I I '� ',I I --'�I '� - -- ', , ', - I LEFT DITCH ---------------- � � � � i i i ,, , � , i �� I�I I� I jii � i iij i i i„ I j jii ili I � , , , , , , , SEE SHEET 37 FOR -L- PLAN VIEW 472 + 00 473 + 00 474 + 00 475 + 00 476 + 00 477 + 00 478 + 00 479 + 00 480 + 00 481 + 00 482 + 00 483 + 00 484 + 00 485 + 00 � � � � �� c� � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. ; r� ; ; R-2 721 85 �� ii i � i II li i � li� i i i ii I� II � i � i --- � � i i i I i I i i� I I i i i i I i i i l � I I I I I i I I I I I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 ��������y�� �����i — — NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I � � I �, � � I � I ,, �, �, I � � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� Cary, NC 27518 � ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I I I I I �� I I I i I i i i i ! I I ',I I� I', II ���, �� '� � �� I � �, �� I CULVERT HYDRAULIC DATA CULVERT HYDRAUUC DATA DESIGN DISCHARGE = 85 CFS DOCUMENT NOT CONSIDERED FINAL DESIGN DISCHARGE = 230 CFS DESIGN FREQUENCY = 50 YR UNLESS ALL SIGNATURES COMPLETED DESIGN FREQUENCY = 50 YR DESIGN HW ELEVATION = 333.7 FT � , DESIGN l-lW ELEVATION = 335.5 FT �� '� � ; i ,, BASE DISCHARGE = 95 CFS Pl = 495+65.00 : : i�i I B A SE DISCH A RGE = 250 CFS I I I I I i I I I BASE FREQUE NCY = l00 YR _ . . BASE FREQUENCY = l00 YR � BASE l-lW ELEVATION = 333.9 � EL - 367.72 CCU R� RD � BASE l-IW ELEVATION = 335.7 FT OVERTOPPIIyG DISCHARGE = 600 CFS VC = 600' I OVERTOPPING DISCHARGE _ 1140 CFS OVERTOPPING FREQUENCY= 500± YR K= 409 I � OVERTOPPING FREQUENCY= 500+ YR i � i � I , I i i OVERTOPPING ELEVATION = 342.7 FT ° � � I' OVERTOPPING ELEVATION = 342.7 FT � � � � � i� � ii � � �� � : L ST�Ao 49 +790 8 � I ! � � i +)2.�136°' � ° I � I� � ii i i �ij i i 'i � i ii i � � � � Pl = 484+75.00 'ill 'i I'� ' ! I I I I I I li lil l l II I I' III I �' ill I� � I I I e L S Ae 4 7+3 ,87 ! � : Q EL = 342.50' : : : : : : : _ . �� � �, � _ _ � �, . ' _ � _ � _ _ � _ _ � � VC = 900' �, � _ _ � K - 240 ; ', , i ' _'� __ _ ___ I 4 _ _ �-- - - - -- ��_� ��� -_ _ _- � _ _ __ __ - _ _ - -- --. __ --- __ _ -- _ �ER F __ _ _ � _� - �_�_'_ _� �� �� � f � __ - _ - --- - - -- f _ , i i � � i - - - i I __ _ _ _ _ _ _ __ --- I , f __ ' I-- , � o Pl _ 86 0 00 �_ �_ _ � - .- _ � . � El - 349. 0 � ------ ----- ------ � ----- � � � i i o � � � � � _ -- __ i +)2. 136 _ � � W � 1 �� � : i� _ _ _ ( � � � : _�_ -� � _ _ __ _ _ , , __ _ __ __ __ � � - � - , � g o_ _--_ ._ - - � ,- - _ _ _ _� i �, �_- _�_ -�,- - �-', i __- _ _ __ _ _ _ _- __ __ _- _ _ __- _ __ _ � , 8 8 _ _ J ` _ __ _ _ _ �1 ,` __ (±� 2 _ � � ���' i Z : -- —� E D ED TCH ) � � , , _, : C� -- : : - : : — : : : : � Pl = 9+5 .00 . � � � � � _ � ,,. � �- �'� l = 345. 2 ��� i �_ ; �� I� _ _ � _ _ —�i � _,� -- —'� — -- _� -- �� _ __ � � — Q ' �' I ' — � - ___ __ -- RIGHT DITCH ----------- o � ` _ — I — _ ` --- ---- --=---- _ � ' -------- -_-_ � LI BEGI ME lAN DITC (M1 � _ _ � -- -- _ - � _ � �� � -- ___ _-- ---__ �♦ : : J : : Pl = 7f2 .00 � _ __ � > ,--- _ _--- --- __- ----- �' __ LEFT DITCH - • i i ,. _. _. � � - ---- ---- - �., -__ __ _ -- �_ �i- - �t � --�i __ _�i _ __�__ ------ : _----_ I U � � . E ISTI G G OUN -- __ BEGI :SP LAT. BAS Dl CH(R J � _: ,-1- - ��� u_ � � � � � _ � i -- __ __ __ _ - _ _ __ - - - _ _ _ -- - - -------- : EDIA DITCH _ _ __ �_� �_ _� _ �_�_ _� � �_ � � � � _� _� _ � � N _ _ Q Pl - 85+ .00 , l = +68 00 ___ !_�_ _ _ _� _ � _�_ ���_ � � � �_� � �_� _ �__ � _ �__ __ - _. _ _ _ _ , __ . _ __ . __ , , _---_ � b'x8' R Bc I -� � ��� -I I -� � � 2 I LLg sc SEE SHEET 38 FOR -L - PLAN V lEW � - : : I� I I � I� I 2 • �l = 33.7 ,����s 485 +00 486+00 487+00 488+00 489 +00 490+00 491 +00 492 +00 493 +00 494+00 495 +00 496 +00 497+00 498+00 --_ _ _ _ : . _ — _ _'i _ ___i -- _ _' �_ _ —: - : - _ . -- -- - _� �. I_ I_I _i I i_ _ii I_ _I ii i-i I _ _ I I I -I- - _ _ _ -_ _ -- - - _ I . --- --- -- --- ---- -- - - -- - - -- - - -- -_ - I -_ I I� I I I I I --- � - -- - -- ---__ _ ---_ - -- -- _. : __�_ _ I � --- ---- -- . __ -- - - ___ . --- -- - --- - _ -_ __ _ _ I J �_ I _ _ _- - - -. _ __--_ _ _ . -_ _. -__ -'-�-I-'_ -II I----II_ ! I II _��, __li - _I- i_ i _I r - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ _ _ . . . . . . . I I I I I i i i � i � i : : : : : : : : : : : : : : I I I I I . . : : : I I I I I — _ _- --_ _ ___ _ _— __ _ __ �--I_ � I__ � J_�_ I__— __— I — — — _I_ i__ , � I _— — -- — — _-- --- -- —_ _ _ _ ___ _ _ — -- — : _—. : .- —: : --- : : — : : ---- : .- - : —_ : .- —: —_,_ _ _— —. _. . __ ,__ _. — - _ _. --- __. _ -- - _ — — . -- _ ---- : _.--- � � � � � � _ � � � � � � � � j � -- -_ __ - _ _ _ __ __ _i � _. _�� i ��i � _� �f i i I='i ' -i - — -- __. ---- _ --- -- ___ - -- . ___ i, _ __ -_ _ --- : �_ �_, _ - � -_------- _ ---- -=------_�_� '� '� --� � � i -�-- _ �� _ _ _ _. --_ ___ - --- Pl = 509+50.00 - -- ---_ _ -- _ _ - - -- --- --- - -- -- I-I ' i -_�' � -y 5- � . � � _� � � �_. _� � � ' _ __ __ _-- --- - __ EL = 38/.94 ___ _ : : : : : : : : : : : : : : : : N �F0 SO TH RN A I OAD Pl = 506+00.00 i i i �C = 300' i : : : : : EL - 376.49 K= 4/2 � � VC = 300' i i i i _ � �I _ ,-� i-i_ , i i �_i i i,-� i i� 'I�_ K= 423 � I- � __� _ ' _- __ -- - __ �� � I � �, I -- - ---- I _ I - - - + ----� + Pl 500 00.00 f -� � e � Pl 495 65.00 f�tB ___ __ _ -_ _- _ _ 1 1 __L__ -- -- �I EL = 367.72' EL = 37/.4/' : : � i � , �� � -� - _ _ _._i � 82 I/ -L- STAo 00+ Oa0 � ! +.5561,/ l)0. � VC = 600, B lN RIDG�E E D B�lDG I I l K = 409 � I � � I ' '� � , i � � � — ; � - �$�7 � °e � �° _ _ -- -- __ _—_ _ _ --- - -- -- -- — --- - -- — — -- — -------- ---- -- ------�— — -- —�� -- -- - �-- --� �1�5 — o_ _ � — —�- Q__ __ _— -- -- -- -- 7- -t � �+) .847 °� __ __ __ -- -- � � � � ! i i I I I I I � -- -+- - � -- - i --� I i � � , � � i I /, i � i i � � I i i i i i � � I II ` I � I � � I I I I I I � li I i � �-�1 , � I � � , � � � ! / --� � � I iI j / i� I � i�ii � �� iii i —�j- �� �E - �(�S �9— � - -I --r- — ' ', � � �� �� - - - - _ _ _� i I � ilii I , � �� � �i � � � � � UN ER 28 8 � � I � � : : ' I __ -- -, , � _- - , � `� �� � j� i � i i �� _ � � � I � � � I � � � ♦ i _, �i � ^` li I I II II I I II i l li ii II II J : � I I I I � � � � �� / � , ♦� / I � � � � J' � � ' � —' -- -- -- -- � __ �— ! ��� ♦ `���� � �— -- —_ `_ ��--- �_ —� � � � - -- --- , � � ! � _- ! ! ' ' ' � i --- ' ! - - �i ♦— -- -- -- -- -- -- '' - - � � , � �--i n _ I �` � _� �_ — � � � � —� I i `.- - � I , I _ , I __ , _ , , l__� i ' ' I I ' � I I _ _ � , I�I I� ! Illi � i iill Il i i„ I II Illi � i II II II I , ,I � , , , , , , SEE SHEET 39 FOR -L - PLAN V lEW 499 + 00 500 + 00 501 + 00 502 + 00 503 + 00 504 + 00 505 + 00 506 + 00 507 + 00 508 + 00 509 + 00 510 + 00 511 + 00 512 + 00 � � � � � � � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 86 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; , i ; ; � , ; ; � � i ; ; � , ; i , ; , ; ; , ; i , ; i ; ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N �\r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I i I I I I � � I I I � � I , � ! Pl = 15f35.00 ', � I ,I I I I � � I i � I I � � � , �� I � � EGIN GRA E EL = 425.93� DOCUMENT NOT CONSIDERED FINAL YIRP - e IOfOOe O VC _ 950� —Yl R P B� UNLESS ALL SIGNATURES COMPLETED Le 4/ e49 K 268 ; (+)1.5 0`� �-�� 60% O �� I � I N (- e _ � i � i i � .9 • % I� I ' PRO OSE GR DE i I I� iii i ii iii i i ! i i e � � � � � i � � ; ------ -- -- � � i ii I ; i ; ; i ii _�--- � I I I I I I I I I I I I I I i I � �� -- -- -� .�_ i � _ � li I I I I I � I I � � '�' � �- -'- ✓ � � � !I i �, ^ .� I _ _ I _ _ I _ _ I � i / _ ����►`� f _ I ��� '_ i _ _ _ -- _-- __ � � - i i -- - . -_ _. - _ __ _ __ _ - _ _ __ _ __ - - , � _ ,,.� , � _� � _ _� � � , �_ Pl = 2/+75.00 I � � _ -- — --. —_ ---- __ 1 — -- - � �_ ----- -- - � � - � ' _'� ' _� '� �i __ _ _ __ _- EL = 4/3.35' -- - -- _ _— _ — __ _.-. . � � u __� �--- -� :-_i __ __ _ _ -- - ___ _- = 30' � : _ _ __ ___ _ __ __ � �� __ __ _ '� � � � � VC 3 _ _ � �__ i i i i—, i__ i _ --- --- � _ -- — --_ ---- — --_ _— _ _ �— � � � � i i i i i i i i i � � ' ' � � � � � � � � � � � �� ____ i_ i i I _ i !__ i ii ii ii i ii � -- — --_ ---- — --_ _— _ _ _ _ _ _ _ _ _ ___ _ , ,_,_ � _�__,_ __�_ _ _�_ � _� _ — _._ _ __ � -- --- — — � _- _ - _ --_ _ ---_ �_ '---�_ - ___ � . '---. -�-- -� __-__ _. _ __ ---_ ___- __ __-_ _. - --- . . . . . . . . . /� . . I II I I � I I I I � J : __ _— � — __ i _ _ _ _ �_, � __/ XIST NG RDU D � � � Z -- _" � � i i i i : -- : : : : : : : : — : __ _ _ _ _ : : - - -- _ _ _-- - - -- �_ _ _ J I J,i_I _ I �_i _il I� II il I I �,i_ . _I i -_ _._ _. -_ _ --- __ _. _ _ -_ __ -- - _ _ - - - _ _ - -_ _ _ _ i _I JII- I_II _ II - _ i_ il �I _ II I � I II I �I II I �I �I �I I_ - — . __ _ - - _— �I ! -_ Q -I __ _ _ I _I-II __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. _. __ _ _ - _ -- _ _-- _- _ I I_I__ ! I I I I I I __I_I I I I__ I I _I I I ! I ! I I I I I I . -__. ---- __ _. - _. . - -___ . -_ _ -- - _ __ --. _ ---- - __ i _ i i ' ' ' _�II il il . il il _ il il il _---_ _-- -- ---- __ __._. _ ._ . . - -_ __ -- - _ --- _-- --. _ _- -----. _- --_ I _ : _ I _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _. - _ -. - -_ _ . -_ _ ---- ---- __ --. _ ---- - __ _ i i � i __ I I _ I _---__-- ------ __ _--- ._ --- -- -___ -- - _ ------ ---- -- . __ --. _ _ -_--_ _I I_ _. -I-__ _I ,-_. -i-_ -I _ _- -- �--'---_ - _ -_. _i- . - . _-_ I� _I_ J LI I I_I J_, l I I i J - !_ _L� I � =I- -------- --- -- -__ ! ! _ _! _l _ --- _____ ----- , _ ___ _ _ __ -- ___- _ _ _ __ _ _ --- _ __ __ _ __ '� � i - - ' �— I_ �I_ _ I_ i i_ i i il I I � il il il -il_ II I �I �I _� �I_ - _— --. - - -_ . -- . __ -- -. _ _ I I _ --I _ - _ -. . _- I _ - -- - --- - _ _ . -- ------ - - ----_ _- -- _. _-_ I � I I I� I i i i I I_� - i_ _I ,- j I-i�-I -I _i �I I_ I- : : SEE SHEET 6& 7 FOR -YIRPB- PLAN VIEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - - - -- -_ - I � -- _. __ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I L I I_ I I� �_ I_I ,, I _- __ --- - _ -_ -_ _ I J,i �, --- ---- -- . -- -- - -__. _ . ----- _- - _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , -� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ �- , : : : : —: : : : : : — : i I i I I : : . I : i i i i I I I I I / ` � � � � � - � _�_ I__ � J,_�__I___ __- ,--I-,-� �_ � � I-� __ _ _ ___ _ _- __ _ __ � -1-� � � � � -�-� I _�__ _I__ , �, I _- __-- - - _-- --- -- -_ _ _ _ ___ _ _ - _- — : _-. : ._._ � _ � : : : ---- : :- - : -_ : .- —: . __ _ __. __. __. --. . -- _. __ __ _ _. - - _ _. --- __. _ -- - _ - - . -- _ ---- : _.--- � � � i � � � � � � � � i i i i i i _- :-_ / _- _ _ -_ : : _'� _ � _�_ _ � �_ _� � � - -� � �_ � ; \ -- -_ _ � � � i — -- -- _ _. --- —_ — -- — — -- -- __ _ _ ___ __ � Yl RP B � _� � __� � �_ _-� _� � � � _� ; _ _�� . ___ _ __ ____ _ _ _ _ — � __ — — —__ —__i—'� —__ �i ' —i_ i—�_, ' ii i i i i i i i i i-- i i i—' � �--i _ _ _- ___ -__ _-_ _ --_ _-- _ __ I__ ___ ! _! _i i �___� —I---; i � __ ______ __ _-- ___ _ __ __ __ _ ___ _ _ — __ __ i_� _I�_i_ �_i_ ! i__ i ! � I�_i_ / � : : , : : : :/ : : : : : : : : : : i I I I I : : : : : : i i i i i i I I I I I ����5 9,_ � _ J_ � � , � � � , � � , O 9/ � ---_ _;- -- � ,- � � � �_� _,- �_� � �� I�_ �_I I � __ __ I_ �� I- _ _I- � � � H � I � � �, � � -� ��� I_ o I , ----_ -- — -- -- - ---- --� _ _--- -- - ___ — — ---- _ _ _ _- - - -_ _- __ _ -__ -_ ___ - __ _ __ - -- - - f ___—� —_ ___ —__ _- _i _ i __ � :� _ i�_ :_— �i i — i � i � i — , � PRO OSE GR DE I ___,, � i i i i i : ° Pl = 2/+75.00 : : � - - _ , - - : _ �- _�- _; _ -- - -- � � - -- � �' ` i I I I I _ I-'I �- il- -I I I i i _I--II I-i II I- i I-I �--II-i i-II - -I i �I_ . --I-- ----- __ --- -- -_ _. _ . - -- __ -- -- -- - —� - EL = 4/3.35 -� o � �' � � � � � � � � � � � � � , — � VC = 330' � � � '�-� __ K=/26 `- °' `� '---__ I I I I I � � � � __' _ 8_pp, I i � � � \ ""'- i ; i � � I i l ; I I � r, ,, � � � � � � Pl = 33+74.46 � � �I � � ' ' � ! I I ; (� � � - � � \ � � ' � - , _ ' , - _ ` EL = 336 .30 � EL = 368.57' � ; �� ---, ,_\ VC = 260' � � � � � _,,, K _ � . - -- -- -- __ : � : : - ��t �� - tf - - '� _� '� �I � � I'! --- ' - � _ ---- _ � � - - — - - - : � � � � ,� ..._� m � __ , � � o o � ` � �_� I I � )4 � 0 � i - � � �y I � i � , •s8g�q, � � � 1 �+) . oo / , i� � � �ii i �-- � i I�p�j�- i ��i !i � - -� ♦ Z : ' I I I'' I '' ' I I Nri�j � � ���� � / Z ` — � � v � ii � � Q �o c�n � � pq i i - i i i , -� �- � - , i il il - �-1-f� - - I II l i i I I i i I I � , YIRP - S Ae 3 � f86e 8 g Le 3 6 0/ 7 � z � �_ __� I_ I__ _ �__� � W �_ __� �___ _I I�I I� ! I Illi � i iill Il i i„ li I�i I� ! �I ill li I � , , , , , SEE SHEET 6& 7 FOR -YIRPB- PLAN VIEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 � � � � � � � � ' B G�N GRA E PROJECT REFERENCE NO. SHEET NO. � LOC H N E R ;' — lRP — S Ao l0 OOoO � �' � � I � � � �� � � � �� � �� R-2721 87_ � E,4I8a 7 Pl = 12+25.00 II I , I�' I� , II ! I� ' I� II PI =%I+BO.00 28 0 PLOAZA PLA ECSUITE 202 RO E G NEDRSIGN ENGINE RS EL = 422.0/' —Yl RPC— EL = 4I9.66� RALEIGH, Nc 2�6�2 VC = 4��i VC = 69�� (919) 571-7111 NC License K= 2�� K=�J`2 Number F-0159 �������s�s��s ��e��� / .. SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N ��/j z � 1— 0.42 3� — � \r��,/ + 905 JONES FRANKLIN ROAD }�� �(y �7�`1 .�JO / I I I I I I �I � ! ! o !I • � RALEIGH, NORTH CAROLINA27606 �������"JL���� ll �����I �X 1 .��.42 3/ TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 � I �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N � •9�25� I � --�--- -- __ I ��� � � � , -, � � �I I I � __ �i i il �iil I I I�� � � ��i � / �— : : : : : �� - � DOCUMENT NOT CONSIDERED FINAL � � � UNLESS ALL SIGNATURES COMPLETED � i �` /� i I I i i i i i i i i i i i i ���L..�� — I : : i i i i ' ; _ _ — - — — ---� 8%' ° � ��- �� � `� �^ -` �� i�� '- -- � -- ---- i � �� �— -- �- J � � � �,� cu � V � � � � � � � � J� JN ° / --- i i i l i i! i i i i' ! li I i i' i C.� rl' I p I p � �� � II C�� v�- � � � � �� �� � � , i � � � � � � � / � � � � �i� '��� li�! � �'I ����I I III III'� �� I I�' I I�'�� ���� I� ! ��I I �� � I � � � � � � + �I- � � i ii i i _ � � � � � � � -' _ . I i_i_ ___i i __ _ I Q I � � I _ _ I I L _ _ _ _-- __ . _ I _i__�_ i _ __,- I I_I -- I I I _,--� i__ i i -_ _ � Q _ __ _ -- - -- _. _ � � (� -- i, � _ __ -- _ _ -- __ _ _ _ _ __ _ __ _ � _�_ _�i _ �i— _� � �_ _� � _ —�i — � — — -- � i �i �i i i �I � �i �I_ --- __ --- __ - __— _ --_ - __ _ _- I � I! _ _ II _ _ I II l I I _� _ I l __ _ _ - __ _ - __ -- - - _ _- . -- ---_ _ ----_ __ -- _. __ I I_I--�_ I-- I J,i_I� _I_ I_ I� I _I- �,i_I I -L I I J, __� I-----I � � � � . � ! ! __ � CL _ _._ - __ ---- '--I _ _ __ ___ _ --- _ __ __ _ _ _-- _ _- -- _ ___ -- - --_ ---- - --_ _— _ _ _ ___ I _ I_ i i : � �:-I i__ i i i- — i - __ -- — --- ---- — --_ _-- — _ II I II II �I �I � I II II I II _ --- . _-- _ I . . I _ _ _ _ _ _ --_ ,--I_ —, I I — __ — _ , ,_,— I I _,_ _—I— I _ I _�_ I _ — _._ _ — _ -- i — — i � -- _. _ — _ -- —. _ _ I _ . — _ -- -- . _ -- -- _— _ — -- — — —_ _ — __ -- _— __ i -- i -- � ---_ I I I I — _--I i_ I _ i I i_- _I. -I- - �- II __ _-__ _. _ . _- I __ I _ _ � i i i I I I I i_ . ! _ _ _ _ � . -_-- -- - __ - � I �_ I J,i_I I_ I I_i _il � , II il I I �,i_ . _, _I I -_ _._ _. -_ _ _ --- __ _. _ - - -- -- _ _-- - - -- _ _ - --. _ - -_ _ __ i_I JII- I_I _ II - _ i_il il _ I _I � I II I �I �I !I �I �I I_ - — _ . __ _ . - _— _ _ �I ! -_ Q -I __ _ _ I _I-II __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. _. __ _ _ - _ -- _ _-- _- _ I I_I__ ! I I I I I I __I_I I I I__ I I _I I I ! I ! I I I I I I . -__. ---- __ _. - _. . - -___ . -_ _ -- - _ __ --. _ ---- - __ i _ i i ' ' ' _�II il il . il il _ il il il _---_ _-- -- ---- __ __._. _ ._ . . - -_ __ -- - _ --- _-- --. _ _- -----. _- --_ I _ : _ I _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _. - _ -. - -_ _ . -_ _ ---- ---- __ --. _ ---- - __ _ i i � i __ I I _ I _---__-- ------ __ _--- ._ --- -- -___ -- - _ ------ ---- -- . __ --. _ _ -_--_ _I I_ _. -I-__ _I ,-_. -i-_ -I _ _- -- �--'---_ - _ -_. _i- . - . _-_ I� _I_ J LI I I_I J_, l I I i J - !_ _L� I � =I- -------- --- -- -__ ! ! _ _! _l _ --- _____ ----- , _ ___ _ _ __ -- ___- _ _ _ __ _ _ --- _ __ __ _ __ '� � i - - ' �— I_ �I_ _ I_ i i_ i i il I I � il il il -il_ II I �I �I _� �I_ - _— --. - - -_ . -- . __ -- -. _ _ I I _ --I _ - _ -. . _- I _ - -- - --- - _ _ . -- ------ - - ----_ _- -- _. _-_ I � I I I� I i i i I I_� - i_ _I ,- j I-i�-I -I _i �I I_ I- : : SEE SHEET 6& 7 FOR -YIRPC - PLAN V lEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , —� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i � i � i I I I I I : : : : : : : : : : : : : I I I I I : : : : : - _ _- --_ _ ___ _- �--I_ � I__ �� J�_�_ I_�_� -,_� I � ,--I , � I � � �-�__I_ _I__ , � I _- - -_ _ _-- --- -- -_ _ _ ___ _ -- - -- - : _-. : .- -: : --- : : - : : ---- : .- - : -_ : ._ --: -_,_ _ ,--. __. , . . _, _. _,_ _,_ _ _. - - _. --- _. _ -- - _ _ . - _ ---- : _.--- � � � � � � � I � � � � � _�i � � i�� ___ � - _ _ _ __ __ � _�_ _� � �i _� --- _ __ -- __ _ - -- . _ - - -- _ _. --- -_ __ ---__ __ ---_ _i i i_ -i i i i i _i__ i � i_ i I_ _ --- i _ _ - . --_ ___ - --- _ __ _ _- ---_ _ -- - _ __i_ i-_ i li �i i i i i i i i -_i i i_� � � i _ _ _ __ -- _- _ iil _� _�_i_, �_i-,---- ! ! i__ _! i__i ! i �_-_� � _ � � __ ______ __ _-- ___ _ __ __ __ _ ___ _ _ - __ __ �I- — -- I I- - I , -Yl R P C- ,�. '_ . . . . � �� . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . ` . ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . , . , . . . . . , . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . i . . . . . . . . i . . . . . . . . i . . . . . . . . i . . . . . . . I . . I I I I I . . . . . . . .O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . __ � l I „ I I l I I � — _—�_ _ ---_ _. . �— ,_1 _,- I—�, I I� I�_ I—I I I . _� -- � � � � � � -- � � — I J,_ �,I � � — _ �I� �_ _— —� I� �I I � I � I I i I i I —i I _, �_ . ---. -- — __ —�— — ---�— (�^ _ _ __ ---_ — —_. — __ —_. —_— — -- _ . . — — — —_ _ — __ _ —. — -- _. . — — — — __ _ —__ _ _ _ �� � I I _. v l � �` � i l li I� i �I I i I� I I i ! i � ' � ♦ I � � i I I I I � EXl TING GRO ND -�_�-_�- _ �_: _ ___� __ __�-_�__ i � �-�I _--__ _ ---_ _ _ ._ � , --�_ __�_ � _ __ __ ----- __ --- -- - ` -------_- -_. _ . -- -, �, i ! i! � ! i i ,! �, - ♦ � � � � � � � �� � I � . . . . . . . � I�I i . . . . ., �I I i i I . i ��I i i I I i i ��I i ��I � I . I . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . I I . . . . , I . . . . . I I , I . . . . . , I , , I . . . . . . . . . . . . . . . � . . I I , I I . , . . , I , ,� II . . I . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .` Pl = 29+00.00 Pl = 30+4/.99 � � � � EL = 363.97 EL = 363.26' ' �, J � �.� �i I ii ii li �i I ii ii i �/C = 220' --- I i — ;� � I , �, K= 49 I, ENL� GR DE - - - - v � -Yl PC - ST A 30 + Oe94 � Q e e � _�+> __30 7%_ �� - - �� , j-- --,�, , �I � �I 2 e- _— _ - ::; � _ o e, —� 0 . , ' � ( 0.50 0/ - +�I 7� l ST 26+ 5- lRP - L O0. 00 ��✓ � E = 66.6 �/ - � ---� , P� �� ,I � � i i � i � '� - - - - - � ELE�'=36 .85 � � � � �_'__i '_ I-- _' i__�� II I' �I_'__� i__'I -' � i i i ,i i i, � ,i i I�I I� I jii � i iij i i i„ I i i jii ili I � � � SEE SHEET 6& 7 FOR -YIRPC - PLAN V lEV y 23+00 24+00 25+00 26+00 27+00 28+00 29+00 � � � � �x � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. ; r� ; ; R-2 721 88 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; , i ; ; � , ; ; � � i ; ; � , ; i , ; , ; ; , ; i , ; i ; ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N �\r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I I I I � I I I � � i I I I II I IIIII II I I II I I I II I I I I I'I' I' �I I I' I I � � Yl RPD DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED . . ���I I I II I II I II I I II !' li �I �I � � � II I! 'li II ! II' I! I II II' !II I I I' I o Q Pl = 15+70.00 - , B GlN RAD � � i � VC - 350� ; i i � Pl = 24+75.00 _ � i i ii' � � - IRPD ST e lO f Ov00 �, �, I I � �, I K- 97 I I'� I I'� ', �� �� I �, � j I I �� � j EL = 35/.73' E, 337e 5 , - � � VC = 300, I� K - l08 � � � _ _ � _ _ � _ _ � _ _ � f � � (-) .490 % -- _-: - Pl _ ll 50.00 ---_ : --:_ _ ; _� � � �_ �313�6 ° _ _ i i i i C� - EL 343.03 --_ - __ - � � i i i _ __ VC = 200' ----- __ _ � � � � � _ __ --- __ ---_ K= 622 __ -- ' � �__ � �__ � � � � � � � � � _-- _ _- � � � i i i i i i i i � �� i i i i i i i i i i : — --- �� . I I � _ _ _ _ _ _ _ _ _ _ _ . -- --_ _ / � � � � � li i ,--I_ i i _,— II _�_ I —, li I _ — _._ _ — _ -- -- -- — -- _— --I. — — --------- ----- — _— - --- _— .__ _. — __ . —_ ___. _ . _ _— ._ _. — --- --- � ii i — i ii i e I I I — _ � _ _ _— —. -- — �— , _- : : .452 � _ --- - : : - : � . � � � � � � � (+) _- EXl T lNG GRO ND _ � _ _- _ _ -- i _ i i _ _ i i _ i _ -- -- i � - _ _- -- _ _-- __ - -- i �_ I _ i �_I �_ I_� � .-�i � _ � i �_ _ i __ ___ _ __ __ -- - _ _ _ ---- �i � __ __ __ __ __ --- - U --. _ - -_ _ __ iJI JII- I_I _ II - _li i_II I II I � I II I �I �I !I �I �I I_ - - _ . __ _ . - _- �I ! -_ _ - __ _ _ I _I-II __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. _. __ _ _ - ---- _ -- _ _-- _- I ,--I_I I I I__ I I _I I I I ! I I I I I I . -__. ---- __ _. - _. . - -___ . -_ _ -- - -_ __ Q __ --. _ ---- - __ li I I__i li I I I I ' ' _�II il il . il il _ _ il il il _---_ _-- -- ---- __ __._. _ ._ . . - -_ __ -- - _ --- _-- I_ : _I I _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _. - _ -. - -_ _ . -_ _ ---- ---- __ --. _ ---- - __ _ i i � i __ I I _ I _---__-- ------ __ _--- ._ --- -- -___ -- - _ ------ ---- -- . __ --. _ _ -_--_ _I I_ _. -I-__ _I ,-_. -i-_ -I _ _- -- �--'---_ - _ -_. _i- . - . _-_ I� _I_ J LI I I_I J_, l I I i J - !_ _L� I � =I- -------- --- -- -__ ! ! _ _! _l _ --- _____ ----- , _ ___ _ _ __ -- ___- _ _ _ __ _ _ --- _ __ __ _ __ li _� i_ _�I _ I �I- _ I_ i i _ i I il I ' � i � ii il II —il_ II I �I �i _� �I— — _-- --. — — —_ . _- _. _- ---. _ _ ----_ . _- -- _. _- I-I_i -I__ -__.- _ i _�_-- _ . - _-_ _ __. - ____ . -- ---- --- : � : � ' , � �I- � ' , '� _,_ _ - _i� . i--� _- _ _� -� �� � SEE SHEET 5 & 6 FOR -YIRPC - PLAN V lEW 10+00 11 +00 12 +00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 23+00 24+00 _ _ : _ __ ___�_ �_ __ _ __ -- - - -- � --- Pl = 11+75.00 ____�� _� � �_ _� � __ ,_I ��� _: _��- --- _ -- . ___ __ -- - -- - -- ---__ _ ---_ __ , EL - 402.25 � � � __ __ _ • � _ _ __ _ ___ _ _____ , -- -- . -- -- - _____ _ __ _ _ _r -�-- ---- - - _ VC = 2/0' � Pl = 13+60.00 - -- _- __ _ _ : : - -: ----i i i i i .. EGIN GRA E K= 48 EL = 398.33' ' ' ' _ __ __ _ --- -- YILP - S AoJO OOaO �� _ ,50- -Yl L P B- � _ � � I � K - 29 ; ,-�--I- _-- ___ _ __ _ __ ___ __ _ __ --_ _ --- - - - - -- - - - a o -- --- � ---- _ _- - - _ --- -� ---- � (+)�.30� `� � J2./l / I I I I I I _ , , � � � � � � � � � _�_ � ,J � ; ._ __ __ _ __ _ � _ _ _ 7 _ - -- _. ---_ --- _ __ -- ___ - -- . ___ -_ I_l �__ ____�I li ---- --- --_ _ • S _ _i � i_ i � I_ --- - - . _- ---_ _ -- _ _ - __ __ - -- _----- -- - , __ ___ � _ ___I�_i_i �___ � i -- ---- - -I---, -=--- , , - , e �� -�I I li ' �_I_I I ' � I ' I -Yl RP D- - - ' � � �-_ : --_- ' _ ___ __ � _ PRO OSE GR �E �-' -�- -,� i i i i i i ��� - �� I I I I I _ i� ��. j O �__ / _ II ---- a���1� � � �. -- - _ _ -- - -- -- - -- -- -. - -- - - - -- - -- . . - --�- - ---_ - � , i `� � - � li li ----- - I - �- _ _ , — � i � -- __ _ -. - ._ _ _ - __ - - - - : � - _- - ' ---- -- --_ _ I � _ __ -- __- �I I I "' � � � . __ �� -- -- -- I ---- �` � � Q � ' XIST NG G OU +� I � o o "� ��\ I ' Pl = 18+35.00 ° -YIR D- STAe 26f e00 __�--i-_ i � oo � I _ , YILP - S Ae 2C�+5/e Q __�--� � o cu �� � EL - 363.49 � -- - __ __ _ _ __ _- - -- __ ---_ _ __ _ -,.� � _. __ _ _ ._ __ _- Le 36, e86 -€-Le ���7--- - - � � - -- ----- --- -- - � - �ii - , �� � � �� � .�: _ — � —,� VC = 400' � ~ z� i i'- i K=40 i � ROP SED GRA E cn _ � v �� � � �— _ I .. -� i � ��� �� W Pl = 24+75.00 o� -_ EL = 35/.73' i , i i i i i i i i �� W J� ---�-- -- -- - Z V C = 3 0 0' � � � � , , � � � ��� +)2• 8 2 8� c� K = ios g � 0 � I� _-I II IIII II II Ji i I! IIIIJ I !II � I I li _� ,, I I li li I , I II II I_II� -- �I �i �� � ---- , , II I � - - - - f� , i i i i i i i i i , - ° + 2.29 3� Z j ; j � �! �I , �I �! �! � _ _ �. � �i �i � I �i �i Z E lSTI G G OUN �� --�I � �I II'ii I i iii i i Ili li li i ii i i iili i I I U ; Q � � � , � � � i �' ! '' ! i � �� ! i - - - - - : i_'' __i �_ j -- _' ' i__� � II I ' i i_' __� i __ ' 'i -' ' ' � � � � � �� � ��, � �, � �� SEE SHEET 6 FOR -YILPB - PLAN V IEIN I�I I� 'I lii I i iil I i i I i I lii ill I � , , , , , ; ; , SEE SHEET 5 & 6 FOR -YIRPC - PLAN V lEW 24+00 25+00 26+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 � C � � n� c� � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 89 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; , i ; i i ; , ; ; , ; i , ; i ; ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N .� �\r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY Y� ��� TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 �_ � �� � I I I I �� N�� L7�� ��� �����R�.T����N � � � �� � � i i �i i l i II Il �il ii iil i �i I �i �i �i I Pl = l9 f00.00 I _ � , EL - 398.48 455 / VC = 200� DOCUMENT NOT CONSIDERED FINAL -Y5R A- TAe fOO OO K= I6O UNLESS ALL SIGNATURES COMPLETED Le 3 5064 ; ;; Pl - 16+00. ; � , � il �l �I il il I il - oo i � i i I i i � Pl = 22+00.00 Pl = 11+50.00 i EL = 388.86' ; EL = 4/1.84' � EL = 386.25' VC = 390' VC = l50' K= l48 � e (�)4 4 O� KC = l0/��/ o K= 869 P OPO ED GRA E � i � � i �+ 07p/ Q li I I li li I ! � �+)3.2� ° l +) .579 'e � ; � � o : : e � • ° ' ° � ;I �i�il I _ I�I III I I I � I �� I I! '� '� II I I E lST l G G UN � � i i i i __. _ '--�—�— ___� �_ _ _ - _ -- � � � _ _ _ _ _ _ _ _ --- -- --- __ - _ i �__i_ _ -__ __ i � - _ � . .- — : -- -- — � —— — —— -- � � �i iii i I -- _ - _ _ -_ _ -- i � -�_ _li _ i- _i I i_ � � i i � � . _ . - --- . _ __ -- � -- -- - _- - _ .— _ ---_ — -_ _ __ I � ! I _ I _ � ! .� I I I I __ � i I � � _ _ _ - __ -- - �I���- - - -- _�_ -- IJ,_I___ I_ I_I � I ♦ _I__I l __ i �� ___ . _ -___ ---- - _ - ---- -- - -- ---_ _ ----_ __ -- - _- I I I f� i _I_' i i� i i i / � _ - __ _-. _ --- _ _- __ - __ _ _ __ i_ � /' __ i � -_ _ I --- - - -- - --. ---- - --_ _-- . _ _-- . __. _ _ / : : � _ � �„` _ _ _ _ _ _-- -_ I I li li ii li li li � I � �` I I I � . I I I I �` _ �� _ _ _ �`��.r-�-!�"-� _ � . -- --_ -- - --. ---- - --_ --- . _ _-- . _-. _ _ _ _-_ - ,-_l_ _- I / __I ,_ l I � - _._ I � � __ - _ -- -- -- - - _. _ - _ -- -. _ _ - - _ - __ - - -- _- I�I � -- -I I�- - I�I _ - - I� --- -�I - - -- -- - , _I__I i li '---I. � � _. _ _ . __ __ � �-� � -- - -- — __ __ _ _ __ __ __ _ __ _ _ _ s __ __ : : : . : �i �i ii il � � : / ♦ /' U __ _ _ __ __ __ i _ i __ �� i / i _ _ i i _ i _ -- -- , , , _ , � � _ _ - II J_ ��_ _ _ I J_ I_ � _i _i I _, i_ I I �_ - I -_ _:_ -- - __ --- -___ _ -_ __ -- - Q - ---- -. i_'i i i I �i li i J - �` _ __ __ _ II - II II- � I i-il il _I il _I � il II I il_ II I �� i i - — _ . __ _ . - _— �I ! -_ _ � _ _ � � � - � I-II _- �I II- --I i _ II _ - II _ I I i --- -I I I I I - --I __ _ _ I I i _-I - __ - - _ _ -- - __ _I _ _ _. _. __ _ - - ---- � � �� -1-- ! I I I I I_I I I I__ I I I I I! I i I I I I I I . _. ---- _ _. - _. -- __ _ i ' ' ' `� � i , . ___ _-- --. . __ _ - -- �11-1 I -__I !I _ il il il _._. _ _ --- _-- --. _ ♦ _ -- _-- _ ^ �` �_ � I I_I _ I I I _ _ _- _ _. _ ---- _. - _ -- --- _ ---- - ... � I I I _- ��' r.� �,_ I -- --- -_-- ----- - - -- _ - _ - _ . -- --. _ _ -_--_ � _ . -_ . -- - _ _- __ . I -II_ _. _I ,----i__ _I __,. I i_ '�'�`_ I -- ------ __ �/ J LI i _I J_, Il I I I J - !_ _L� I , l --- __ --- -- _- _- _ _ _ - -__- _ _ _ __ _ _ --- __ __ _ _ - _ I _ � i i i i i ' _ _- __. - _ -_ _ _ _ ' ,- - - I � I ` I I I �I � �I �I �� �I II-I �I �I �I- -- . __ ---. _ _ ----_ _- -- _. _-_ _ II-I �- . II �.' -i -i i I I __- i I_ _I I I � I- I i �I I II--I- _ -_ --_ _ ---- ---: - ---. - � � � � � � � � � � � � � � SEE SHEET l7 & l8 FOR -YSRPA- PLAN VIEW 10+00 11 +00 12 +00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 _ _ _ __�_ ---- � _ ___ � _i � � i —i ___ _ — _ __ _ — _ � __ _il _ I � � _il _ _ ___ _. _�_ _ — --- ---_ --- --_ __ --- — -- -- -- � -- — , — __ _ __ ____ __ _ __ � �� �_��_ _, _ �� _ ,_ _� _� -Y5 R PA N B- _ __ _ _ -_ _ � �� __ . __ __ _ __ _ : ___ . -_ _ _ - , _ _, _ -_- ,_ , r _. _�� - :__ -Y RPAS B- __ _ ____ 5 ____ -_ : _ : - -Y5 RPA- : : - : � � Pl = 12+55.00 � � : : : : : : : BE lN RAD EL = 4/7.88' i i : : : : : - __ _I___ VC = 50' i i i i Pl - 22+00.00 _-- '�. _I_� � � I-_ � J �- -Y RPA 8- TAe l_+00 0; ,--_ , � _-- _ - I � I- - -__ _ _ _ _ -- - __ _ - �P SE-C� _G�A _ E : _-. : EL = 4/1.84' : : : : PRO OSE G DE ' _�- � ° i � � _ K = 32 --- i _-_ __i i _ _ ---- __ - VC = 200' ' I � � I I K = /0/ � � _ 9 2�e � (+)1.�7 ' 0.3 00% � � � e � � � __ __ _� � _. _�� _ �� � � _�� � �2.5 _ __ --- �_ �__ __ _ - _ _ -- _ ---- +)273 � � _ _ - -- - _ o _ __ __ ___ _ _ _ ___ --- - - i _ � --- - - --- _ ___ 1 � -- -- -- - - -� �- - - - — (+ 2� ° -- _ � ' __�' � ' ,-� -II Pl = 11+95.00 - ___ -- i - - � EN GR DE - __ _ _ , - 0 Pl = 11+30.00 EL - 4/7.l1 � Pl =10+40.00 �-Y RPA 8- TA. l(�+66e 7 _ . _ : �' : GRA: : : : : PR POS D EL = 4/7.32' V C - 70 EL 4/8.35 � a ° ' : : END E _ � � � GR DE VC = 60' K= 44 i i VC = 50' i i N _ - _ _ _ � � _-_ -_ -- -- ��_ � _I _ �� I_ _ K = 2� ____' _ __-__ -- — __ -- - K - 23 - _ --- - — -- - —� ' ; --�L, 4/ 025 _ ---- �_�_ -� :-- - �� : - - i -� �- - -I- -- - - - -- i -__ _ _- -- - -_ - — - - Q � � I GlN GRA E � � i � o e � � - 5RP NB - ST A l2 f8�e94 : : - -- ----_ : _ �-_�-_ -�_�-_�- _ � _: _ ___� __ � . 4/725 � _ ---_ _ _ ._ _ _ E , 4/7 80 �� � ___ __ __ ----- __ —_I� � � � � � --. -- ___—_ ___ ---- __ --- -- — — , , -- — , , , — ------- ----- --- — � �l �^� __ I � I ��� I I � lSTI G G OUN �� I i �� � � ; � ��i � �� �i �i � � � '� �, �, ' �, � � �I � �I � � � �i XlS lNG ROU D � i � � i i i i_'_-� I i�ii I i� ii ' - � i '� � 1- j - �� I - ^ , I II —� , I II II I i I , I � / � ----- � ` / / - � �� I /� � `� �r \ � � V ��/ , �.,� / i �` — Q I I I i I II_- . II II I I I I I II �I / �^ � /' II I I�I I // I I i II II� I Ii i Ii / � , �� / I I I I I I I II ! I ' I I I I I I I �' __ i � I-- -, ' ,'--� � II I'� i I_' __ � i__ I ' SEE SHEET l7 & l8 FOR -YSRPA- PLAN VIEW '�, '�, � I �� �� �' , �I ��� � � ��, � �� � � ��� �� � � SEE SHEET l7 FOR -YSRPANB- PLAN VIEW , , , , ; , , SEE SHEET l7 FOR -YSRPASB - PLAN V /EW 22+00 23+00 24+00 25+00 10+00 11+00 12+00 10+00 11+00 � � � � � ��- � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 90 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; , i ; ; � , ; ; � � i ; ; � , ; i , ; , ; ; , ; i , ; i ; ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N �\r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I I I I � � � � I I I � I I � ! III II II IIII I I III I! I I II I! I I —Y5 R P B— DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED : : � � � ! �I � � � �I � i � � I � � � � � � � � II I! 'li III li �li III I! II' I� I II li !II � I I' I N a ��� ��- ��� �� � � BEG N G ADE ; ; l i I � � ; � �� __ -�� � : ; : :: : � � � e , � � I � � I I I' ' � I I � � I � Pl = 20+00.00 � ELo 0407 �I : ; I II II � I I , I I � '�- , � � � ,� EL = 408.07' � � � �� : : : : Pl = 11+60.00 : : - - ' '-�' Pl = 16+00.00 _ y.� � VC = 200' _ _ � _ _ � _ -- - -- _ �l EL = 404.62' : __ _ _ : � _ __i EL = 403.38' �, _-_, �_ � K 358 � _ __ - _ _ __ ii i '�_ i_'i i� i ;I_ _i � __ ___ __ _ , � - _ vc = 3oa ; - - _ -- --. _ - -- -- __ � - __ VC 220 I i � � : __— -- ---- — _ — � ,� ,i � � __ . — __ _ _— � K= 628 -- I 'I J-�� i= � I-I K 206 � �--� � _ _ __ , - - __ -- ---- _ __ - _ _ __ _ - -- � .- -- - -- -- - �i i �----� I � '�`��i i o � i .�� �- ( )1.73 __ _ _—_ -- i' "_�— -- —'i� e �� _ _ ^ _ . $8`l (- p ° _ (+ I J72 � _ -- I;-` _ __ __-_ __ - --- __ _� o : : � �_ : : l -) .28/8% � �1.17 / i _ _ _ _ : �I _ _ __ __ _ _ __ i _ � � i _ _ i i _ i _ �_-- -- — -- -- : --- i �_ ��_ , I _ ' _ _ __ -__:_ -- - __ --- - ____ _ _____ -- - -- - - PR OS D G ADE �� -� � � �� I I I' �_�� �� 'I I � J� � J _ _ _ __ _ — __ _ _II — _ _ �_ � � _I � �i �i i 'i �i� '� 'i _'i I�— — — _ . _ _ _ — _— _ _ �i ' -- � _ _I _- _ i li_ __I� �i _ — Ili _ _ _ _ i i � ___ _i �_ _ i i i _ __� __ _ _ � i i __� _— __ _ _ __ _— ___i _ _— . _. __ _ _ _ _ __ _ -- _ _-- i i i__ , i i i i i i i_i i i i__ i i i i � i i i i i i _ __ ---- _ _: _ : __ __ ____ _ -- — __ __ ___ _ ---- — � � � � :. _ � � � � � ___ _-- ----- _ ___ _ --- __ -- — _ _-- � __ _ _-- --_ ��i_�i i ___i �i __ i i i __ -----_ !— --i i __ -- _ -- _-- _ _ i i i i_ i_i _ i i _ i ____ ___ — ---- ___ _ —__ __ _ __ _ ___ __ __ ___ _ ---- _ __ :. � � � � __ � � _ � _---__-- ------ __ _--- _ --- -- ____ -- — _ _-- -- __ _ __ ---_ _ ___ __ _i i_ __ _i__ _ _i ___ _�__ _._i _ __ __ _ ___ '--�---_ �_ __�_, �_ _ _ I �. -1_ -1 LI I I _I J_, I I I i J _ i _ _L� I � . -I -------- - -- -- - __ ! ! _ _! _l _ --- _____ ----- __ — _ , _ ___ _ _ __ __ -- ___— _ _ _ __ _ _ --- _ __ __ _ __ '� � i — - ' �— I_ �I_ _ I_ i i_ i i il I I � il il il —il_ 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 � SEE SHEET l7 FOR -YSRPB - PLAN V lEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 I --_ _ __�_ _'i - ___i -_ _ _i _�_ '- -i i i - -- - - _ i _�_ i _ : : : i i _i _� i ,_ __ i _ _i _ -- - --- --_ -- -- - � � -- -- -- __ __ _ _I _ i _ I_ _ _I i I I_ i �i� �_ �_I -- - _____ - _ -_ _ __ __ _ __ � J'-�-i��_ ---i_ i r� ___i - � --�- _ �� _---- _ .__ � ---- -- -� - � � �- �-�� -Y5 RP B N B- PIPE HYDRAULIC DATA __ l8" RCP Sta. 24+26 -YSRPB- i ' : : _ - : : : : � � : � -Y5 RP BS B- : : : : : : __ _ __ --- -_ �_�. �_ _�. �_ �. � � � � � � � � � �__,_ � �-,__ �, � �___ ___ DRAI AGE AREA l.2 AC -- I � � I - - ' _ -- - __ _ : : DESIGN FREQUENCY - 50 YRS : :-I _ I I . -, _. __ ___ � i __. _ ___. � � ----. _:- - DESIGN DISCHARGE = 3 CFS � EGIN ; GRA E � � � � DESIGN M�V ELEVATION = 405.0 FT � � � , o __ _ � _� I -Y5 PBS - S Aa /0 0000 _ � __- ___ l00 YEAR DISCHARGE 3.2 CFS __i___ ____� - 'i ' ' -'-__ -__i ' 'i-, � -'i i i_ __-1 i � I-'i ' - - i �' � �i_ Lo 4/�080 i --: - � ___ _ -- . - ' I _ �_ ��I _____ ELo 4 7028 ---_ - -- - l00 YEAR HW ELEVATION - 405.0 FT � , � � -,- � -,----� ', ', __ ' ' ' _ ,- � � �— - - — I__ -- _ _�_'i � _! li�__i ! �i ��_ _�� � --- i : � OVERTOPPING FREQUENCY = 500 + YRS _Y5 R P B— Pl = 10+40.00 Pl = 11+20.00 i Pl = 11+25.00 i :.. : :: :: � O V E R T O P P I N G D I S C H A R G E = 2 3 C F S EL = 4/7.13' EL = 4/8.36' ' EL = 4/8.29' ' � OVERTOPPING ELEVATION = 4/4.l FT � �I � � �I ,I � �I KC - ll�a KC= 80 , --- - �__ ��= 5� � �_� �� I_ j � � �_� �_,. �_� i i� I�_ �_ �I_i ___ -- - -- - � - ---- --_ --__ _� I� i— �I- ____ __ ___ � -_� �_ _- � � � � _ -- —__ --- --- _ __ _ —__ _ _ i l , : : , i ��- :_. �i i, ', � � ; PR POS D G ADE � � : : Q I 0 � ' (+)1.�3 � • ° � �� , e I e � _ �—_i-_ _i _ -�_�—_i- _ i _: _ ___i __ � __�—_�__ _i --�_ �,�, e � __ ----- � � � : --� _- _— _ _---_ _ ----- _ -- __ _- __ i �, -- ! �, i ! i ! � ! i � �#�.��� _ � ----- -- — � I I BE lN G AD � I I P OPO ED RAD Z Pl = 24+00.00 -Y RPB- S A, 26 57e4 ELa 4/8e5 ' � i ND RAD� � � EL = 4/5.00' � ---(±> 0 2474 e_ __ 1 L � � -- ---- - - - - - - - _ _,�-� I Y5R BSB � ST , l2+ 9,50 — ' i i � i i i � � K� _ 22g � ' �! � � � � I ; e e - _� � _ , - � I� EXl T lNG GRO ND �)0.8/ 8°o � � � � EXIS lNG �� _ � _ �� � o� Pl STA 24+ -Y RPB- R P STA 26+ 8.65 -Y5 P8- RT �I �I '� � I I� �, � �' �� �� - �0 �/ �- -��� : Z � � � � � _ � � �� E EV- 04.12 E EV =405. � � � �� Z �� � im � � �i � � v ` ----- �, � � I , I I , ,� '�� I ��� �, I j � i, m� � -- --- -------- � i i � i � Q � ^` --- +)0. 579° __ _- __ _ I I�I�� I � ��� � ,--I; � ' � � �� `_ � ` � � � � � �� �' � � —� � � _ _.. � � � �_ ��J �\ � �f? �—� �\` � �I I � i i I I i �I i � �� -.;�/ — ��tl�l �- 7�6 � � � -- -- ` ! ' -- o - - � - - - - �` � .�, � ` � o � Pl STA 24+ -Y RPB LT � � I SEE SHEET l7 FOR -YSRPB- PLAN VIEVI� E V- 92.0 �_ __ � _ �__ ,� �-- '�� �, , �___ � � � I � c,� � � � � � I ��: I �� - ' SEE SHEET l7 FOR -YSRPBNB - PLAN V IEViI I,i I, ,li i�� � � ��� , l ST 24 00 - 5RP - L ' , i ;' � � LEV 396. 0 I I SEE SHEET l7 FOR -YSRPBSB- PL A N VIE W 23+00 24+00 25+00 26+00 27+00 28+00 10+00 11 +00 10+00 11 +00 12+00 � r_ � � r�- � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 91 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; , i ; ; � , ; ; � � i ; ; � , ; i , ; , ; ; , ; i , ; i ; ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N �\r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I I I I � � � � I I I � I i I , � ! III II II IIII I I III I I I II I! I I Y� R P C DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED . . I II II III I �III I I �III �I I il il�l il il �II il il � � �YSR C — T Ae / +OOe 0 � Pl = 17+50.00 — o e Pl= 14+00.00 ��� �, ��, ��� � � I�� � � � �� �,� , Pl = 12+00.00 , EL = 399.74 ° � � � � EL = 399.50' EL = 398.8/ �C = 250' ROP SED GRA E Q _ , VC = l80' K= 248 K= l99 K = 267 � � � III I II II�, , � I�; I i;,l 'I'I I, , � e e W : : : : _ o e l +) .264 °e � )1.51 0 � � � _ _ � : _ ��-- i-- _ r +� -- _ _ ) .34/ / l �0.26 5/ � cr� __ - _ __ __ _ _� � �_ _� � �i i �� i ii i _�i � _ � _ --. --- ---- __ � _� �-� -_ __ _ __ __— _ --_ __ �_� l_ �_� I l . __ _l_ I _- _ - _- I i� � __ _ -- ---- _ ----- — __ - - li I I-- ,_ liJ,_I__I_ I_ _I� i li I i i J,___� i_I_ �� �-�-�� ` �ir _ _- - -- -_ . _ I_ _ : � --- - � - - - � _ - __ _-. _ , �. --- _- _ - __ --I_ -- --- - � -- - --. ---- - --- � ' � --- - --- . __. _ � �- _ _ _ / _ _ _ I I �� �.� �---�'� '" ��--,�\ -- _ _-- ---- - - - _-- I _ I i�' _ _ _ _ �' // --- . _ _-- % _ _ _ __ _ _ _ _ --_ - __ - _ li �/ I l I I I _ - � - -- � _ ---- -- - � i _- . _ _ . - _ -- -_ _- . _ . - -- - — _ - __ -- _— __ i _— I _ �---. -�-- -� -- _. _ - _ ---. _ _ - —_ / ' � _— / II I I I I I _ _ _ _ � _ _ -- _- - : _ : — ,. �, E lSTI G G OUN J __ __ _ _ __ __ _ � � i _ _ i i _ i _ __ - - -- -- _ � J - _ _-- _ __ _ i �_ _ _�_ _� �_ i �_ _ i __ __ __ __ __ --- __ ___ _ __ __ � �_ ��I �� I�_� � i��� �� � � �� � � i � � __ _ __ i� _ U__ _ _ __ _ -- - _ _ � � i �_I� _ i _ _ i i _ i -I � i i i i i� I i _i II_ - — _ . _ _ _ - _— _ _ i -- _ _ _- .�� i i_ __�; i _ - i _ _ _ _ i i �--- -i l i i i - -_� ___ _I i i__l - __ _ _ __ _- _ ___i __ _ _ _ _ __ _ i i i i i i i i _ __ ---- _ ___ __ - :- ___ - -- — �C __ i iii � iii � �_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 II_ _. _I___ _I --- -_- ----- _ __ - _ - _ - -- -- _ ` J _ . _ -- --- - - - - - -- - -- - - --- _ ___ ____ I� I_ I LI I I I J_. l L I I 1 �_' i_ _l _ I � . I �- -� _ __---. !_ _ �I i -I -- --- -- -- -- _ _- __ . - _ - ____ _ _ - __ _ _ --- _- - __ �� _ i_ �_i _ _ i i i i i i i i I I_ �I_ _ I_ i i_ i i il I I � il il il -il_ II I �I �I _� �I_ - _— --. - - -_ . -- . __ ---. _ _ ----_ . _- -_ �-I��-�--I_ _ - _ II �-. . i _i i I I I I I I I I___- i- _I - �-i�-I I i�l I I I SEE SHEET l6 & l7 FOR —Y5RPC — PLAN V lEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 I I --_ _ _ _ : _ __�_ _i - ___i __ ___� �_ _ __ _ _ - -- _. _ -- -- - - _ _ _ __ _ -- - - _ i _�_ i _ i _i _� i �_ _� i . _i � ,_� i __ _I i i i _: -I- - -_ _ _ __ __ _ � � -- - - -- -- - � � -- - -- - -- ---__ _ ---_ _ -- -- __ __ _ _I _ i _ I_ _� � _I i �i� �_ �_I ,, �I __ -_ _ i �� �� � i �I I_ --- ---- -- . -- -- - _____ _ , _ , �, : : , ----i_ _i r� - __ _ - __ _ _____ _ _ . __�_i__ __ __ - _ _ _ --- � _ , -- -- _ _ , __ ---- __ : : : : : - : : : : -: : : : : : _ : I I I : : : . : � � � -YSRPCNB- � � � � _ _ __ ___ _ ___ _ __ __ _ __ __;-� ;__ J_ �___ ;__ � _ _ __ _ _ ___ ___ __ __ __ __ _ � � � ���� �� �� � � , ,�_� _ __,_ __ _ __ ___ _ ___ _ __ __ _ __ ___ _ _ _ _ ___ __ __ ___ _ __ ___ ____ __ __ _ ____ YSRPC � � � � � � � B GlN ; GRA E � — — _ � � ,_ � � ' ' � E e 42Q,33 ° � -- - _ _ _ -._ -- _I i �-I _il _ II i i_ _il i ,I I I _, il I il _ i I _�I i � I I �i � il I -il_ - -- -- __. ----_ --- I I - -- -_ --_ _ _ __ -. _ --- ! I - I-_. --_ - _ _ --__. -_- - __. . -__- _I - -__ -__. _ -�---__. . -_ _ - . ---_ -. - - --- _ _ -- _ _ _ '� ' �_—_ �__— _ � � � � � � �� � � � � Pl — 11+55.00 — � � � � � � L = 0 ' — — ___ I _ �i ii i i - _- --_ _ _-- _ __ __ _ �_'i ' i _ _! i i i �_,-_� _I__,-_ � __I�_�_, ________ E 422. 4 i, ;-,-- - --_ _ : : : : : : : : : : : : : : : i i i i VC=70' : : : :: : � � � � K_39 � ----- �_.�_— -� i i — -- -- ! � _. - --�_ - ---_ - �: _ - _ . - I J _� � '�' ` ' - - - � � - � � -- - __ __ r � ` � ^_ �_� � � 1 � _�_ - -- - - �� �� �� _--I-___ _ __-_ _-_ _ �` -__ � e. e � i � i �_------- -- -- -- I � ���, j l �I.10 � �-1�)07 9/ � ° �- -- - 94°� � I � � I I ' � ' _ __ (+ .51 ,_� _�—, __�_ _ i __ --- -- _____ __ i i __ — — Q __ __ _--__ _ � � -- --------- -- , -0P— S� � -� � /� — ----- — ---------. — . —_ -- --__--- — � � � — — — � EDGADE � I — e , � � �I � � EL 420a 3 � — 5RP NB — STAe /2 +0 °08 ,_• , � � E a 42/e 9 � �' I I I I I I l l I I I I I I i il il �l � �I I I � li I i r^ �� v J �� � � I i i I i�II, I! IIIIJ � ;� Ilj i __ � ,II! � , �I il�� l , li ,li, II, ,I ,,li � , �i I �i , II , - I _ _ _ _ _ , , �XIS lNG ROU D � � jI I � � Z : : : '�� � I I��� I � �i'� ',�,--I; � ��� ��I� '� i ��i '� : �I � � i �� �� U , , , Q � � � � ! ! li " ! ! � li , ! , ' ' � ! I : , I_ __I , _ i -- _ 1__� i ' ' II I ' ' I i_ __i , I __ I , -I , ' '�, � � I� �� �� �� ' , � ��� � � ��, � �, � � ��� �� � SEE SHEET l7 FOR —YSRPCNB — PLAN V lEW �i , , ;:: ; :, ::: : ,: ; , : i � ; SEE SHEET l6 & l7 FOR —YSRPC— PLAN VIEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 10+00 11+00 12+00 � � � � ,� � � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 92 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� � ; ; � , ; i , ; , ; ; , ; i , ; i ; ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N �� � � D � � � \r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N —YSRPCSB— : : : � � � � ','I II li',I I II Il,i, i, l �,I — — Y� R P D S B — — DOCUMENT NOT CONSIDERED FINAL Y5 R P D EGIN GRA E UNLESS ALL SIGNATURES COMPLETED BEGI G DE Y5R D B ST e l0+ Oa00 � , _ -- -- - - Y5 PCS - S Ae /0 ODeO L. 4/ .�9 I I I I I I� ! ! BEGIN GR DE EL, 19,70 -YSf�PDS - S Ae /0 OOoO B � GlN RAD _ Pl = 12+75.00 _ _� � ELo 4� 8e5/ E o 38 38 � EL = 386.85' Pl - 11+95.00 Pl ll 45.00 � VC - 3/0' EL = 422.60' EL = 423.00' '� '� �'� �� '� � I �� Pl = 11+20.00 �� � K= 367 VC = 60' VC = l00 EL _ 42/.69' P OPO' ED RAD N K=30 K=40 VC-l00' _ -- -_ K = 3/ l +) .533 °e l J0.3/ l% � � -- � , � a _ _ �, (+)14911 °e -' -( ` (+) 2132 e - , p / II I I , I - - - � _--� I�- �+) �6500 � �-� .55 I % � : : : : : : : : : : � _ _. _��i _ i i _ _ i _ _ i - �� � _ _ � __ �-- --- ___ ___ _ -- -- _ ___ �� __ _ � D _ __ _ i -i � '=�i- i _� i i _ i _ - -- --. - _ ---- _ _ -- -- _ _ -- � GR DE — -_ _ � '�___� � �_1 � _� __ _- _ __- _ - _ -- - - - -- -- _ -- ".� _i, i _. � � _ ___ I, �.. �� . �_ : GR DE � __ __ _ __ _ __ -- _ ___ � - Y5R CSB ST ,/2+ 7e74 :-- _ :_-_ : �, �� �� � _ �, �, �, � + �YSR SB ST . ll � e88 : - - : : : : BEGI GR,�DE Q � : �^' __ _ ___ _ _ _ _ _ _ __ ,- __� _ _._ _ _ _ -- __ - __ - _ __ --- Y� Pf�hl�--� � f .��-�f - _'_ _ , --� � �----- ---- -- -- � � - � _ � ____ ___ __ ---_ ____ _-_ _ __ --- Z _ _ _ __ _ _ � ELa 4 �074 _ _ � � i _ : : � �_ __ � - __ __ __ _ __ __ __ � __ �� �-- ". � i i i _ i �' _ , - - -- -- _ _-- __ _ -- __�_ � I_� _�i �� , I ____ _ __ __ --- _____ _ _____ _ � _ ___ _ - __ , �i . - _ fl � _- - �_ �il il i -- . �il - �- � ---- -- --. - -_ -- _i - _ -_ ! __ � _i _ i ___ i i i__ i I _li � � , _- -- . __ _I� _ _ _ _ : - : _ _ _ EX ST lN GR UND -- = J --- - ---- _ � � � � _-- _ � __ � _-� _ --- _ _-- - -- -- �i_I� � _ _ _I! �i _ I ---- -_ _ -- _-- _ _ i i i i_i _ i i i ^ --- __ _ --- - � � , ___ _ ---- _ __ _ __ : : ,� __ _ __ __ _ ___ �_i i- _i _ _: �_ _i � i i- _. _�i __ _i _ : -�- . i __ ---- ----- _ __ --_ _ _____ ___ I� I_ J LI I � I J_. l L i I J i_ ��_i i_ � _ _ _____ _ ----- Q _ -� , _l _ _ �I � l �- �� � -� - ---- . - _ _ .- ♦ �_ ` � _ _ __ _ _ --- _- -- _ __ I�_ _ _ _ I - _ � � �I � � � � _� � �— __' i I I i . __ ♦ I _--I I -- I_ _I � I II—II I II—II _ I[_ I I— __ --- _ � _— _. _— ---. _ _ ----_ _— -- _. _—_ II—I_�--I _ — _ i �-- . i i li I I _' I ' I ' I I i�_I ��I I I I _ _ � I I 10+00 11 +00 12 +00 10+00 11 +00 12 +00 10+00 11 +00 10+00 11 +00 12 +00 13 +00 14+00 I --_ _ _ :_- _ _ : : _ __�_ _i - ___i -_ �_, -i -�-_ _�_ _i i i __-I- - -__ _ : _ � - : _ _ . -- -- - i� �_ i- iii- i _� i �_ _- __ - -- - - i _ - _ - - -- - - -- - - -- � I -- — -- ---__ _ ---_ _ -- -- __ I I � ��� �_ �_I �I ,, I — _ —_ _ __ _ _I _ � _ I_ _ _I � I I_ __ _ - __ _ __-__ _ _ . __ i I_I i I _'' i i i __ - _ - �- _ _ _ ----_ r ___ I I I I - , -�-I- -I -�r , i ---- __ - - _ -- -- : : : : : - : : : : -: : : : : : - : i i Pl = 24f70.00 i i . . : ; � EL = 4/6.9/' � ' : : : : : : : : : : : : : : � � VC = 200' � � : : : : : - _ _- --_ BEG G ADE _ _-- _ __ __ _ __ ___ __ � J_�_ __ __ _ _- - N � �� � �� �� ��� �� � �_��� —YSRPD— ��—� ___ __ _—_ K—,2� ___ __ _——_ ___ _ : : : : : : : : : : — _— __— � {— _ , �� �--�� �- e —�-- __ _ __ ____ _ ___ _ __ __ _ __ _ _ __ __ __ _ I � � � � EL, 19e46 � i i � (+) o i _ � � � • _- __ - _ _ _ __ __ - _ � _ _ _ � _�_ _ � �_ _� � _ -- __ _ _ __ i, _ __ —_ _ --- �_� �__ -__:_I _ �� � ---- --_� �_� � _� � �_ -� � i — — -- —_ g6 ° � � � � � � � � � i -- _ _ ---- __ .f )3 ' _ _- ---_ �� __ __ ----- - _ _- --_ _ _-- _ __ __ I_I � � _,-_I�_�_, � � �__� � P OPO ED GR,� � _ �i __�� I II__ __ �il �_i- --- i-- -' � -___ __ __ __ _ ___ _ �� --- � : : : : : : : : : : : : : : : : i i i i i '� : : : : : i : � � � � �� i . . . _ . . . . . . . . . I / I . . -- - __�_ _ --- __ ` _ �I _ __� _,- � __ __ i �_ � ,- ��� I- I-i i �_i� �I� � -- - __ _-- - _-_-_ _ _- __ yi -- - --- ___ : � _ _ __ i - - � � � � - -- ----I - i� -__ ___ �i , __ - - -- -- - - --- __ __ _.---- i - _ i Pl = 16+80.00 : - - ' - � �— — vr�-- � �,,,�� �♦ EL = 385.59' �- -__ � � � X � VC = 500' �.�' � 1- -'' -� � � ---i __ � _ __�__i_ i �_ i_ I �_' `- -- -- -- -�-�-_ � __ __ _--__ _ --- /� _ //T i i I I i __ __ � �-� __ i � i -� - - , -.,-� i - __ -- - __ --- -- - - - =-. --- ___-� _ -- -_-- _--- i ! ; ! , - - r- � � �� I I I I � � � � � � _� � I i � � ; � 4 � �% �j �I i. ,�I I i i I. i�I i i I I, i I I, . I i, I I i i �I i�I I. I I ° �� � ��.!/ e � . . . . . . . I I ,. I I . . . . . I . . . . . I� I . I . . . . . . I . . I . . I . . I . . . . . . i , . I . . I I , I I . . . . , I ,� II . I . . i . . . . . . . . . . . . . . � � � . . . . . . . . . . . . . . . . . . . I l a � � I � / / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �i i � / I� 0 . . . . . i � ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i � � ' I M I . � . . . . . . . . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . � � . . �, . . . . . . . . � . . . . . . . . — ^ . . I , . . i . . . , . . , . . I . i I . . I . i II I . .. . . �I I , !I . I II. I .I . , . II .. I I I . . .. , I . . , . . . . . . . . . . . . . . . O � . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . � � L.l _ . , I — — �I I ' / III —� ,, � II II I I II I I I li — I II , , II li , l ! , i II I , II �' � '�V �/ I I ! i i i , i i i , � O �� � � N � �/ �I� i I � ��' li �I �ii I� I� i �I �! � O�I -I� �i i i i �i � � � � i�i i I IIII I i Illi li l II I I li lill i i l� CV _ / , ! ' !� ! � � � / � (� � �� � � � � � � ! ! I, ��! ! � li , !, ' '� ! I - �-- - - - � N � � SEE SHEET l7 FOR -YSRPCSB - PLAN V lEW v � ~ l v� � � �I � �I � SEE SHEET l7 FOR -YSRPDNB - PLAN V lEV il � � / �i � I __ , _ _ i - � / i � �� I I � � j-- �, I I I� I��� � � ��, � I�, � � ��� �� � � SEE SHEET l7 FOR -YSRPDSB - PLAN V IEVV � � `�� , : : , , , SEE SHEET l7 & l8 FOR -YSRPD - PLAN V lEW 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 � � � � �Y; ��- � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 93 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I� � � !„ I � � �, I � � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� ■ � � �� Cary� NC 27518 � �� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I I I I �� �� I I I I i il �l I il !I I I I III II II IIII I II Ilili li l Ili I I li Ili I I I II li l I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED : : I I I I II I I I I I I I I I II I I �� I� �� ��� �, ��, ��� � � I�� � � � �� � �� � � �� � Pl= 23+22.06 Pl = 2/+75.00 EL = 4/9.58' EL = 4/6.70' ; ; � ' ' � ' ; ' VC = 200' _ I III II II, , I I; I I;,� II I, ; �I I �; j K= l00 Pl - 12+00.00 ; I� � � i � , i i , ; ; , , o EL = 399.97' � � � � � (+ l. 5 2 � : : _ _ � �C = 300' : : : Pl = l4+15.00 � ,I _ _ � _ i ' _ _ � o i � . -- �, Y9L A TAe / 78e/ (�1.95�� � i- K= 292 __ EL = 398.73` �_ __ '� � � �___, �__- � _ � ___ g/ --y-- ♦ _ __ VC = l00' � �i- , - � �� -'� ' �-� � i i _i P OPD ED RAD --. - _ �� .94 ,� ` _ _ - -- _ EL,: 3 8e92 - __ �-��� _ I' � , Pl l6+10.00 � � � i __ �_. r -�s'���v� �� �..� �� �,� � � �/-�4� I - - K - 6/ EL - 394.40' � _ �--i _ � -- -�,_ _ � l =l +00. 0 � i ---- VC = 250' i - -!` . _ _ _ ,�r_ ___ _ �. . - _ Pl' =15+ 0.00 K = 4/ � • ' � � - --_ ---- _ ___ ___ � - ( ) 5.0 0% -- E D G ADE : _ _ _ __ -- : : : � � �El ` 2.00 - - , � _ _ _ _ _ P-1 _l�-f� --� - - ------ � - LPA ST e 23 57e6 - - _ _ _ 28-pb_ � __ _ - ---_ --- _ ._ __ -_--� __ _ _ __ -- _ _ __ _ _ � � - � _ � � o El - 00. 0 / - 99.0 � � E , 420, 4 - � __2. e - i __ . i _ : : -- - : � _, --- �00 e ( ) 0.8 00% � _+)1.�4000 , _--� � (+) .446 °e (- 0.58 3% - � �- -- - = -=�----- ----- : : : : : : : : : : : � 2� o - -`�.__ _ _ ----- e �- -- -- i i --- +3�1�� � END ! LAT. ASE DlT HILT _ -- -- , __ -- - - - _-- __ _ � � __ � ( 1� -0,�e _ ��g_ 0 JI � � � -+ -- 4 __ e . i e - '� - � _ � __ __ i i • _ - _ i � i -� I , , , ` �,� � ii i i -I- i- -! � - �7� - -- - :- - -- :-- - -- � � __ ___ - -f _ ---- _ __ : ,, ��, �, •�8p / _ e - ---___ _ ___ _ --- __ -- - ___ � ___ ------ --- --__ __- ----- RIGHT DITCH _-- __ __ -----_ __ _ __ __ _ _ _-- _ _ ° - ----------- e - --- _ _ _ - _ I = f - -- -- - -- __ ___ _ ---- _ __ _ ', Pl l 50. 0 _ - - __ _ _ ___ , _ l l +50.00 _ __ __ ___ __ _ __ Pl =16+�0.00 El = 399. 0 ---- -- _ _ _ _ __ --- - -- LEFT DITCH -- --- -� - -� - :�7 --- - - - __ _ _ _ - ___- ---------------- � I��. F��T-El f I- � _ _ __ _ _ --- _ __ � � �- __ Pl =16+ 5.00 __ i i�i � � �_ _ _- _. _ _ -_ - _ __ / =/�+50. 0 �_ ---- --- _: _ _ __ __ _ __ ___ � , , �� SEE SHEET 28 FOR -YBLPA- PLAN VIEW El = 3 9.50 �, l= 1389. 3 I �, � � 10+00 11 +00 12 +00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . - - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , -� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i � i � i I I I I I : : : : : : : : : : : : : I I I I I : : : : : - _ _- --_ _ _-- __ _ ___ _ -- - -- - -- _ __ �___ __ � J_�_ ___ ___ _ __ _ __ ____ __ _-- --- - __ _ � li � �I �� li� �� I � � I� I�� _-. : .- -: --- : : - : : ---- : .- - : -_ : .- -- __ _ - --. __. . - . --- � --- � _. _ __. _ _ . - _� ---- : _.--- _' � -Y8LPC- � � � � � � � � � � � _ _ � � � � _ __ i _i_ _�� i �, _� -_ _il_ __ - _ _ _ __ __ _ � __ _�I _ _ - -- --. _- - _ --- __ __ -- ___ - -- . ___ _ _ __ -_ : I_I I__ ____ _ � --__ -__ _i I -_I I i_ _ _ ____ __ ___, I . I, _ --- -_ _ - . ---_ __- - --- ____ . _- ---_ - -- - - - . __ _-. _ --- _ _- -- . _ i I_- i II__ _ _ � I _ I li i I-- _II i ! _-_II� ! -II__-_ II ! __I�_I_ ___. -_ __ . -- _. - __ _. __ -_ _ . -_ _ - - -_ __ -�I I_-_I�_l_I I__I I J I i I I I I I I I I I I I I I I I � � � � � __ _ _ , -I � _, �_ _---_ -- - � -- � -�- - ---__ . -- __ -- - ___ - - -_-- -- _ - �_ -� - - � � - � -- � - - � �i_ �i_ _ �� I_ __ _I_ �, �� '-I I�_�- I i ' � ��i �_ � � � � � ___ : � _ _ __ _ _ ---_ �� � � _, __ ____ _ ____ ___ - -__ _ ___- _- ,__ ___ _ _� ---_ - - -_ _- __ _ -__ -_ ___ - - _ _ __ _ -__ _ _ i i� �i i I i i i i I __ __ I : i i i i i , i i , I i I i I i � __ __ __ _--__ _ __-_II _ -�---I_ __I _. _I___ i _. __--I I --�_ __I_ I : -- -_ . _ . _ -- I I !„ I I ! I� ! ! I I ! I i i Pl = 20+45.00 Pl = 2/+86.96 i � EL _ 4/8.72' � EL = 4/5.92' VC 200' ; � K= 30 EN GR DE li, i! i II i i ! I i I Ii i! i,! I - - /� � o ELo 1502� � EGl GR DE ; � � � � � i (+)4 2�7 9� e . Y8L C- T Aa /+DOe D _ � ' I _I I i � o � __ - - - -- ��i� _ �� � ii i i i i i i i i i i 6 � �I �&-� __ .-)/. 70/% Le 3 7e00 � � I � I 'I � - , _- -_ � _- _- Pl = 11+25.00 _ , - EL = 396.38' � � - � Pl = 14f20.00 �� �� VC l30 � � _ � K = 76 �� _ , � � � � �� ' __ � � ' �� � � � � : EL 389.84 : : : ; � . I I , r . , � � VC = 400 . K=58 . -) .500 % � � o` � � � 2 2/ 3/ , � ` '- -- - -- ---�---- - E D LAT. V' D � CH(L ) ' ' � ' �� �� -- - - - - � 1 � -- -- � p / Pl =l +50. D �' �'' - � RIGHT DITCH ----------- -- ----- 8 ° = - = �� � � .0 �� � Pl 13+5 .00 `J �I _�O _ : (+� �2 _�_ =---- ----- �' i !I ---------------- _/1� 1�4T� _I /' I1 -CH�L _ - �- -� �-_ _ ---- ---- --. - - - � _ _ _ , � , LEFl D/T CH =l2 �-60.0 - - - - - - � ^-� � �� ! Pl 14+0 .00 � _ � -- � l= 88.9 = �__ y- SEE SHEET 28 FOR -YBLPC - PLAN V lEW 10+00 11 +00 12 +00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 � � � � � �s � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 94 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I� � � �,, I � I I' � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� ■ � � �� Cary� NC 27518 � �� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I I I I I I � �� �� i i ; � �, � �'I BRIDGE HYDRAULIC DATA i i i i �I, I i i iii , I II i , I i��l I I II�� I I� I DESIGN DISCHARGE _ l60 CFS DESIGI�I FREQUEI�ICY = 50 y/� DOCUMENT NOT CONSIDERED FINAL DESIGN HW ELEVATION = 387.3 FT UNLESS ALL SIGNATURES COMPLETED i BASE DISCHARGE _ l70 CFS �, � � , � � I BASE FREQUENCY = l00 YR i i i I I I I! i I ��I I �i �i �i �i �i �i �i �i BASE HW ELEVATION = 387.4 Fr , OVERTOPPING DISCHARGE _ ll.975 CFS OVERTOPPING FREQUENCY= 500± YR OVERTOPPING ELEVATION = 393.5 FT �� I� �� ��� � �� ��� ! XlS lNG ROU D II' I I I I 0 EGl GR DE = N/A � r- - --- -- -- --,-- _ DATE OF SURVEY Le 3 7059 � � Ws. ELEVATION _ N � _ _ �. ' � �' � /A FT �� ; � i __ __ ;,� � i AT DATE OF SURVEY , � � I , ; I I Pl = 15+00.00 - - - � � ` , -- � Pl - 11+50.00 �I � �' ' � EL = 389.44' ; �,_ � �, I �� � I BEGI B IDGE � �� � , ' V C= 2 0 0' � '� '� I �_ Y 8 R A S Ae 2 0 j� 7 5v 0 � ,_ EL = 388.3/ K= 228 ___� �_ � � _ � i � VC = 200' ; - - � i - -, I� - -- // �-7 __ _ _ �__,_ � _ --J i i i __ �_ -- - _ /\ - �2/ / _ -- �� �� � -�I- I-il _ _I I I I _�I r � �I _il i �-I I il � �I �� I _ _- __ _ .— I � � _ _ � �_�- i �, � ! I I �- I�' I -- -- ---- — -_ — i J I__ I J_I-- I I� I �V _ __ __ __ -_ . __ - _ i �� ` i I � -- - --. --- e �. _ __ _ . o • ° � I � e e � � e _ _ (+) .322 / l �1.19 � �- � � - � _ i _ _ _ _ i � -- _ _�_ _ _�_ _ _ _ _ _ - � -:_ _: -� - - � �� �� _ �. �-�. � - -- -_ _ - __ -- i -- ----- - i v, � �� -- -- � - -I I� I- -� � I � i �---I. -�I-- �-II I _- - .__ _. - _- - _ -_ -_ _- _ _ �� - _ � -_ __ _ I I � i i I I I I _- _- - _ -_ __ _- _ _ _ -- -- I � - - -- -- _ _-- _- - -- I �,_ _I _ I J,i_I _ �_ I_� -�I � , I_ _�I � I �,i_ . _ -_I -_ _._ _. -_ _ _ --- __ _. _ _ _ - __ - --. _ - -_ Ji J _ _ _ _ i -I _ I_I _ II - _ i_ il I il _I � il II I il II I �I �I _�I II- - — _ . __ _ _ _. �I ! -_ � -I __ _ I _I-II __ I I_ --li I _ I - - - - I I i-. - -I I I I - --I ___ _I I I_-I - __ - - __ -- ___I _ _ - _- _ -- _ _-- _- _ I I_I__ I I I I I I__I_I I I I__ I II I I I! I ! I I I I I I .-__. ---- __ _. - _. _ __ -- - � __ __ --. i i i ' ' __ _. _ --- -- _ ---- - __ i i i i . --_ _-- ---. . __ _ � _-- --. _ _- -----. _- --_ �l-� � ___I II . I I I _._. _ _ --- _ -- _-- _ _ I I I I_I _ I I I _. _ _. _ ---- _. - _ --- _ _ . -_ _ _. - . _ _ __ __- ----- _ ---_ ._ -- - ___ -- - _ --- _ _ . - -. _ ---- - __ _- . __ � -- . -- ----- -- - _ _ . - _ _. - _ __ - _ --. _ _ -_--_ _- . _-_ il_I I- _I _ _: i_ . I 1_ _. _I _ _I --- _ -- _-- - - �I - '- -- --- -- -- -- _ -� , _l _ _ _ � _- __ . - __ Q I� I_ I LI i i I J. l I I i J �_ L l __ -- __— _ _ _ __ _ _ --- _ __ __ _ __ '� � i — — � �— I_ �I_ _ I_ i i_ i i il I I � il il il -il_ II I �I �I _� �I_ - _— --. - - -_ . -- . __ ---. _ _ ----_ . _- -- �-I��-�--I_ _ - _ II �-. . i _i i I I I I I I I I___- i- _I - �-i�-I I i�l I I I _ _ _ _ _ _ - _ . -- - _ --- - _ _ . -- ------ - - SEE SHEETS 28 & 29 FOR —YBRPA— PLAN VIEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , —� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i � i � i I I I I I : : : : : : : : : : : : : I I I I I : : : : : - _ _- --_ _ ___ _- �--I_ � I__ � J_�_ I__- -,_- I - -_I _ I _- ____ _-- --- -- -_ _ _ ___ _ -- - -- - : _-. : .- —: : --- : : - : : ---- : .- - : -_ : ._ --: -_,_ _ ,--. __. , . . _ _ _. - - _. --- _. _ -- - _ _ . - _ ---- : _.--- � -Y 8 R PA- � � � � � � � � � � � _ _ � � � � _ __ i _i_ _�I i �I _ � -_ _il_ __ — _ _ _ __ __ _ � __ _�I _ _ — -- --. -- ___ — -- . ___ I_l I__ ____ _ I _—__. —__ _I I -_I_ I i . I, _ _ __ —_ _ --- _ __ —_ _ --- ---- -- ---_ - -- — — i i � � i i � i i__ __ i i____i i___I � i _ _ __ ___ _ i i II_ _ _I�__ �__ --- __ __ . _ ! I __� � I -- -_ ! ! I__ _! I I ! I J___� ' ---- I ! __�_I- - -- : , -- _ Pl = 33+00.00 ___ _ _ - __ _ , � ; � � Pl = 33+69.6/ : : : : : : : : : : : : : : : : i EL _ 4/7.93' EL = 4/9.33' i : : : : : Pl = 3/�60.00 � VC l20 : : : _ : : : : : _- : : , EL = 4/5.99' � K = l96 � i : : : -- __ - __�_ _ ---_ _ ; - -- _ __ � �- '� _'I _ _ �� �I- �� 'I�_ ��_'I _I I _�� I_ , EGIN GRA E VC = l50 -- - ---- _� �' � _ __ _ _ --- - __ __ ___ _ _ __ � - �,��1-��9v0 _- -- - - ___ : ; _ _ __ _ _ ---_ �, ; ,_ I _. . i _. ,�____ __ � Pl = 28+75.00 i ; � _ _ _; � _, _� ___ K _ �� i I , Lo 4/ ,80 � � � � EL = 405.9/' ' ' � VC = 320' � � � � � � � 0 K = /37 _-�--�. ; I e (+�1.3 85`�I. __ - � °e -� (+)1.9 86/ __ __ _ _ ._ __ '__�� �_ __ _'i � - __ _ - ---- _-- . _� - '� �� 53/ ` _, � � ( �2. � � � __ -- — -_EL� �1 -- � ! --------- � � � � i i � i i ii � � ---------f _ _ - ° - - - --- -- - N Y8R A S Ao 2+15e 0 I � ; � _, I_ _� ROP SED GRA E ,-r'' i i i i ,, � � +) .535 � e ,� � � ( � �— (+�l.l 84°e � � � o . ___�-- �=� l + 1.53 5/ ±-- _ , � . , I� � 1----- -- _, _ E D SP. AT. Dl� HlL ) � � �,, lk� 1� /' �• El = 404. 0 .- .. i � �i � � �� ,, �' - ° �''---- - - - - - - � . I ° +) ,, �" � ' �, ' Pl = 9+5 00 I � '�, I : l J 0.4 00/ ,�_ � _ -- -- -� _ ----- El = 402. 0 �- - - � - l = 9+00 00 � ---- BE l L T. 'V DlT HILT -, __ � -- - � Pl 27f00.00 , I ; �� I l = 40/J ; , �� � � � � , , � ��5 . � � � _ � El 39/.�0 , B GlN �P. L T. V DITC (LTJ � � w E i riN GRO ND Pl -28+187.0 � � - . J ;� El 394�80 -- P� 8 50.0 �f-T l��-� - � � � �I �, � II , , � - - - - - v � � � � � � E= 3 9.90 RIGHT DITCH � ; i I__' _' ' � � I I �i i i � i __ � I_ i I i-- ' -- � �___ i i i I LEFl D/TCH ---------------- �I I� I jii � i iij i i i„ I i j jii �„ �I ill i I � , , , , , , , SEE SHEET 28 FOR -YBRPC- PLAN VIEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 � � � � �� ��- � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 95 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I� � � �„ I � I � � � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� ■ � � � � Cary� NC 27518 � �� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I I I I �� �� I I I I I i il !I I I I II I III I ill II li I I II III li I II I DOCUMENT NOT CONSIDERED FINAL - 8RP - S Ae IO OO°O UNLESS ALL SIGNATURES COMPLETED E e 4/8e 4 ; � ; ; : i i, I i , i i i i i il i i PRO �SEQ GR DE I i i i i i i! l i� i i i i i I ! I I i i' i 0 � . . . . . . . . . . . . . -� I . . �',"'� . �r � .���r� . . �. . . . . � . . . . . . . . . . . . . . . _� -- N �— -- �� i�' - _'� � ` ° i� � � I�I I I I II II I II II I I' I �I 'I �� `\ � �` ( ^ �_ � �_.. '� �� �� II II I I II I! I! I II II I! � v� �- �'��_�� I� !I il i—li ___i II _ � _ I _ _ I _ _ I EXl T lNG GRO ND � � i.� _ _ -- -- � � __,-_i __ii i ,--�_ �i _ i i _-_i �__. � _� _ ___ -- _ � _ _- _ __-:- _ _ __ __ - _ � _�- _� �_ _� � _ _� � � _� � _ � � � � , ___ _ __ � i i i i i I i _I � --. -- ---- __ - -- -- __ —_ _ i i--- �_ �i _ _ i ii l i i _i _ I l __ � __ — __— _ --_ _ __ __ __ __ _�__ __ -- __- _ - _ -- - - __ _ -- ---_ _ ----_ _ __ __ __ i u---� i -- - - i -- -_ __ - - ---- _ _ _ __ � I_�- I- _ i �_i� _I_ i i�_ i i, �_i i� � � � � _ _ __ ___ _ --- _ __ __ _ : � __ � --- _ _ _ _ _ � _ __ i : I i_ �__ i _ :-i � i i i i-- i - -- - --_ ---- - --_ _— _ _ _ ___ I _ � _ _ � i i i i i i i i i i i i � /� I I I I I I I I � -- - --. ---- - --_ _-- . _ _-- . __. _ I _ __ � _ _ _ _ _ _ _ _ _ _ -- --_ ,- _l_ _ - I I _,- _ _I _ _�_ I _, � _ - � _. _ _ - / � (/� _ _ _-_ - __ - _ -- _ -- _. _ — _ ---. _ _ — —_ _ — __ -- _— __ li i_—_ li I�— I�---�_ . _— , _I_— i_, i _I_ , li i---- —I�---_I� __� _— .. __ _. — __. . __. . _ . _ _— ._ --- �� — _ I I I II I i I ! I I ' I I `�� �� _— _— — _ —_ —_ _— _ . I _ _ _ � -- -- � / I� _- _- - _ -_ __ _- i _ i . I i I _ _ I I _ I / _ _ -- -- I � -, - � � r � - - -- -- _ I J,i_I _ I� I i_ I I �,_ . I _ _ -- - _ _ - __ --- - - -- I �_ _ I_i _i -_ _._ _. -_ � �, - _ -. _ - - _ i _'i J'i J _ __ _ I_II _ II - _li I_II il _I i il il � i il I i II I �I �I _�I II- - -- _ . ♦ / _-- �I ! -_ � -I __ _ I _I-II __ I I_ --li I _ I - - - - I I i-. - -I I I I - --I ___ _I I I_-I - __ - - __ -_ �� ,� _. __ _ _ - _- _ -- _ _-- _- _ I I I I I I I I I I I I I I � � i � ♦ I I I . . _ _ _ _ _ -- � _ _ __ _-. _ ---- - __ i i i ' I_I I I__ I I � ' - -- . - �' __ _- --- -- �II_I I ___I �I _ �I �I �I --- --- ---- _ � � _-- I_ . _I I --. _ _- _ -- _-- _ _ I I I I_I _ I I I _. _ _. _ ---- _. - _ _ _ _ . -_ _ _. - . _ _ __ __- ----- _ ---_ ._ __ ___ -- - _ --- _ _ . - -. _ ---- - __ _- . __ � -- . -- -- --- _ _. - _ _ _ . - _ _. - _ __ - _ --. _ _ -_--_ _- . _-_ il_I I- _I _ _: i_ . I 1_ _. _I _ _I --- _ -- _-- - - �I - '- -- --- -- -- -- _ -� , _l _ _ _ � _- __ . - __ Q I� I_ I LI i i I J. l I I i J �_ L l __ -- __— _ _ _ __ _ _ --- _ __ __ _ __ '� � i — — � �— I_ �I_ _ I_ i i_ i i il I I � il il il -il_ II I �I �I _� �I_ - _— --. - - -_ . -- . __ ---. _ _ ----_ . _- -- �-I��-�--I_ _ - _ II �-. . i _i i I I I I I I I I___- i- _I - �-i�-I I i�l I I I SEE SHEETS 27 & 28 FOR —YBRPA— PLAN VIEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , -� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i � i � i I I I I I : : : : : : : : : : : : : I I I I I : : : : : - _ _- --- - --- -- -- _ __ I__ J_�_ I___ ___ _ __I _ __ ____ __ _-- --- - __ _ _ _-- - -- - I_ , I� �� �� � � �, I�� _- - __ _ __ _--_ _ --- _ __ __ _ __ _ __ __ ,___ ___ _ __ __ -- __ --- ___ ---_ _ _ _ _ _ ---- -- - ' ' -Y8RPC- � � � � � _- - : _- _ _ _ -_ : : __ _ : _ � -_ _� _ � _�_ � � � � � � � � _�,_ - -- _- __. __-__ __- _- ___ _ _ __ _ . _ ___ _ __ ____, _ _ _, _ _ __ ___ _ --- _ _- -- _ _ '� i --� � ' I__ -- i, ; , _I_ � _'_ _, 'i '� __I�_'I_' ______ __ _-- ___ __ _ _ __ _ -- : : : CULV ERT HYDRAULIC DAT A Pl = 33+75.00 Pl = 35+32.40 : : � � i EL = 4/8.88' i � DESIGN DISCHARGE _ l90 CFS � � � EL = 4/5.73' : : : _ : : : : _- i i i DESIGN FREQUENCY = 50 YR i , � VC = 250' � : : -- _ - -i � _, I_ _ -__ -- - __ -- - K = 4/ E � � ,qp � — -- - _ _ __ _ _ __ _ i � � � i �_ _ ___ -I- - - -- -- - _ I DESIG E ATlO 38/.9 FT LEV N MN N � � � �� � � � � � � _ __ _ + _ - � r -, _�-_. - - -_ -- _._ _ - _ _ i - 8RP - S Ao 3 550�0 -__. _ � _ ---_ �, ; ,_� i___ -I -. i� __ BASE DISCHARGE 2/0 CFS _ E a 4/5 26 i � � BASE FREQUENCY = l00 YR ! ! BASE l-l►�l ELEVATION = 382.2 FT i i �° i 0 � � ; OVERTOPPING DISCHARGE _ 1030 CFS i � � PROPOSE GR,�DE � (-f') •�5 � ' �� � __ __ _--__ _ ---_ __._ __ i ii OVERTOPPING FREQUENCY= 500+ YR __ __ _ i _ _ _ _ -- f� I � � � OVERTOPPING ELEVATION = 397.6 FT -- i , --- ---- — _ - - e - � _ _ � � - .-�2• 0% . N I I I _T-� �'I � i Pl = 27+40.00 ' i �-� EL = 393.13' , _ - � �� � VC=750' ����� ���� � � � K= l36 � � , .'G D7T��-7 �� � Pl 32+00.00 � -� _� -- � — — � e ��� � �I _. -- -- _ — 6 �p/� � � i �� i I I I I i I ii 6 �.-� ' � � � � _ ---- , 47 -- , I _�I� , �I � �I � F �%-' <_ - ° ( �1.46 /% �5 ° � '� , � ; � � I 000 - - - � _ >_ _ 4000 0 `� - - - - - - ( +)4 e : : � � 3. p00_ � +� _- ---- ''"�� , �. " �� - -- - �` - Z EGl SP.CUT DITC lRT) �� � (+ ., __-- +)1. �000°0 �- '� EXl TlN GR UND � � + � , I � � Pl = I+OO.JO l = 92.10 � • ` ��� ' ' BEG LA .`V' DITC lLT) ' ,�� � ��' � Pl 27fD0.00 �� `` Pl -29+1 .00 . _ �� � Pl =.�0+5 00 �) `�� - � �- --� '' ' � J__ _ Pl = 0+0 .00 v � , ,I � � � = 389. � Pl = 9+5 00 RIGHT DITCH � 1 b'x8" R BC ' I -, W ILLS I I i, I � I __ I I I I__ , , I ' il I I i i i i i_I i i LEFl D/TCH ---------------- �I I� I jii � i iij I i'j jii �„ �I ill i I � , , , , , , , SEE SHEET 28 FOR -YBRPC- PLAN VIEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 � � � � � �s � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 96 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , � : , : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License i i , i i i i ■����� i i i , i i i , i Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 p��� N��°d'1' �1SE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � , , , ; � ECOLOGICAL sU�te �o� l�]E�]E][e��][��T�]E�� ][�I[.,A�T� Cary, NC 27518 � '� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I I I I I I � � i i � I i i i l , i � �I I I Pl = 19+80.00 ,I � �� I �I II I I I �,� ' I �� ' I �' '' ' ' I � '�� I E L = 3 8 2. 6 3' VC = 300 , , K= 49 UNLESS ALL S GNATU ES COMPLETED BEGI BE M' DlT H(L ) Pl =l +00. 0 ; � , � e - 0 _ �i !i I I �i � j � - - - - � • _' � I — — i — • BEG G ADE I I I , I, E D B-Ct RM V' D�CHI L) e ,_ N : Pl -16f.�/.00 , � �l� � � — — — -� — — � _ _ � _ e = . _� ELe Oe5 � ` P/ =/ +50 0 _ _ -- i � �i �i il , _— Pl = 11+20.00 � � � �, '� i! - • �---'' Pl = 2/+80.00 _ , _ -- — EL = 384.77' EL = 348.80 Pl = 14+00.00 � � VC - l00 VC - l60 _ ---- _ , ��'� K = l08 EL = 340.63' -- �' �-" K - � � ''���. - + VC = 400' � e _� - --:3, 046 ' � ' - _- - - � � � E D G�RIIADE � �/ 2�� �, , J 4 El 35 /8 K = 39 ( +) 3 __ � = - � , i '�I � , e � 8q.y�� ____-- �� � � - l3LP�1- S Ae 2+08e 0 �_ ___-- .���-- , � : � � � � ---- _� __ _� _ _ _ _ _ _ _ --- --- _ ------ ----- ------ -- °-- _----- . � I � � � E e 383 39 • -- ----- --- - i �� _ -- �' ___ i ---i_i i i__ � � I --- -- — : _ _ _-- --- — — __ — _ ^ ._ ��� � _� i�_ _�i � �i� �_ _ _ — -- -- -- --- _ -- -- — -- -- = � � � — —'• _ _ i I � i i �—i i I � i I _ __ �- i _ ' — — i i I __ _ _ __ _— _ __— _ __. — _ — — -- f�i�-L�/_-D f , -il / = 62.0 B Gl ER� 'V' lTCI�ILT) � �,_�, _I_ �_ _ _ - _ _- - -- EX STIN �R UND _ �_ _ , _ __ ___ __ _-- — - __ � _ (- _ P -l3 5.00 .,9/8 / - ` ��i �� �� ��i -- --��- i _�_ � _� i � _ _ _ _ _ _ _ _ _ _ _ : _-- --- _ _ __ — _ ---_ - — _ _ - --�---- — e - � '� I � _ — _._ _ _ _ __ -- -- _ � I _ _I- _I i _ i� i i_- _I- -�I- - �- �I _ _!� __- _ _ . _ _ . __ __ ___ _ _ __- _ . __ - -- - -- — : -- : -- : - - - : : � �3 -__e _ : , 7/e _ _ _ _ : : : : ___ : . q� 95 a �_ e �7 .2 �, �, , , e � � � i i i i : -- : -- : - : — : : — : : : : : __ _ _ _ _ : : __ _ : - — -- -- _ _-- i �_I _ I �_� _�i �� , �� �i i i �_ _ _ _i --- _____ _ __ -- -- — _ _ — ---- _ _ __ _ — __ _ _ __ __ __ __ __ + D n II - _i I_ II il _ I _I � I II I �I �I !I �I �I I_ - — - - _ . - — _ _ � -- _ D S U �, _ _- _ P� = 3 �� - �i i-i - i--=_ �i �i ' i-- i-� � i i i ii . i __i _ ._i _i ii i__� -__:-- -_-_ __ _=- -:-�- -- ::- _ -- _ i i i i i i -- __ ___ _ -__= El = 3 2.00 ' ' ' — _ _� �_ � � � � � _-- ----------- --- --- - -_ _ _ �'�_� � _ _� i IGHT DlT CH ___ __ ___ _ __ _ __ — — -----_ _ � � ._ _- - __ ___ _ ____ -- -- --- R _ -- _-- _ _ __ ___ __ - ___ _-- - __ ___ _ ---- BEG S. CU D l � �� � � � � __ � � � --- ---- -- --- -- ---- _ __ _ _ __�_ � -- __ _ __ --_ _ __ �_ _ �_, _____ : Pl = 2+2 ,DO -� -i - � � _i_ _ ------ -- _ __ __ _-- —___ -- _ --- -- —.-- -.- , ��� � �_� �_ � � � � � -, �__�� �, � � ____ __ ._ -- ___- LEFT DITCH _ � , , , , , , , , , ___-____---____- _ ___ _ -- . - �. � �_ �-- � �_ � � � �, � � � � � � � � � � _ _ __ __ _ --- __ _ _ _ � _ _ �_ � _ _� � � � � _�_ �� � � _ �- - _— --. - - -_ _ __ __ _-__ _ � �_ __� _ - _ -_ _ _- � _ _ --- _ ---- __ . -- ----- - - ____ ----_ _ _ ___ i- � i i i � , � � � , , _, _ � . , , , ,_��_i __i _� �, i _ i_ : � SEE SHEET 37 FOR —Yl3LPA— PLAN V lEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -- - -- ---. _ _ ---_ - -- -- _. I I� �_ I_I I ,, I . --- -- -- __ -- - - _ - _ -_ _ _- _ _I _ I _ I_ _ _I L I I_ I J,i �,i -, i i i --- ---- -- . -- -- - -__. _ _- _ - -_ _ __--_ _ _ . -_ _. - _ -_�_I-_ _I ri ' -�-I- _� _��i __� _I _ , ----I_ ---I- i _ ---- __ _ _ . . . . . . . . I I I I I : : . . i i i � i � i I I I I I : : : : : : : : : : : : : I I I I I : : : : : Y13 L P C ___ _ __ _ __ _ _ _ __ ___ _ ___ __ __ _ __ �__�_ , �-_ ,J�_�_ �-�-� -�-� � -� � -� � � �� � � _ _ __ ___ ___ ___ ____ _ __ : __. : :_ _-: : -_- : : - : : ___. : : _. : -_ : ._ __: -__ - -. --. __. . . _ __. __. . __ __. _ __ _. _ _ . __ _ . ___. : _.___ � � � � � � _ _ � � � � ' � � ' ' ' ' ' O _ -- - _ _ _ -_ -- - i -_ _il _ i _i_ _I i �I _� — il - I _� i - i i i i i _-_ - . - — -- -- _ - _ - _- - -- _ I� . _ ___ -. _ --- I_I I__ I I I__I I I_ __- _I I I _I__ I � f_ I I. 0 ___._I _ _ -_ _ - . ---_ -. - - --- ----_ _ -_ __ _ - I I i I I I I I I I I I I I I I I I i I - . __ _-. _ --- _- -- . _ ! I --�I ! I _� �_I_ _- � ! I-- ,_! ! I J_-_� ! -I--- I ! __I�_I_ ___. -_ __ . -- _. - __ _ _ . -_ _ �__ ��_�_ I ' � Pl = 23f60.00 � Pl = 2/+55.00 i i i EL = 37/.0/' EL = 378.74' N; i i i VC = 230' VC = l50' � _ - __ _:�_ i K = 5/ ---_ J_ ' _FX_l 1�G �� _N� ; � i� 'I�_ �-'I -i, , ; � K - 90 � _ I_ _ -__ -- - ___ - -_ - _ ___ ' _ _ __ $E� _ _ ` �l � �-�, �,- i Pl = 14+80.00 � i - - � i , :_. - - -_ � _ _. _-- i Pl =l +00. 0 � - � � � � Pl = l9+10.00 �, : _ El = 372J EL - 359.59 � BE lN ERM �'V TCHI T) � I� -- -- VC = l50' � EL = 368.04' � - � � �� , � _ � = C l50 __ - V _ K l66 Pf -1�7+50 0 � � El 37 �30 I I . . . . . . . . . . . . . . . . . . . . . .� �� . . . . . . . .� . '�� �.� , , , . . . . , . , . , . . . . . . . . . . . . . . . . . . . . . . . . . . , . _ � . . . . . — . . . . . . . . . I . . . . . . i . . . . I . . . _ _ _ I .����� .� � . . ._ —_. _ -- - - ----- _ __ �_ 99 _ ----- _ — _ — _ _ _� _-� -- ------- ---- --- -------- --- -----El-- �Q Q — - - , ,, -_i __ __�-- , � . . . '--- '-- —'- . . . . . . . . . . . . . . . . . . . . . . . . �1` � ` �-..�. �I .�'v. �".� . �� . �'^..�i��1 /�' . ��� .�� �� "�. �_— �� � '��� ` . i . . . . . ♦ o � � / o B GlN RAD _ ( 0.2 09.! ( ) 0.2 53/� � — � � � 03 � � - - -- - - ------ ------ ----- ------ ------ ------ - --- ---- - ----- ------ ------ ----- ------ ------ ------ ----- ----- ----- ----- ----- ----- ------ ------ ---- � ------ ------; ----- --- e - ------ ----- ------ ------�-- ! ° � EL 353a 0 Pl = 12+65.00 +�I.9 61�� � � i �• �° � EL = 357.30 � � i I i I i i i i i I i i j i -� VC = l50 � � � � � � � K=407 � � � � � � a � l +�1. 6 l + • ° Z (+)1.4 35 �� +�I,O 46 °o ---- � P OPD ED RAD v � J 0._�200 °� --- -- - -- -- �� I �� �� ' �-II� — — D SP. UT C - -- - - - - . : , � / _/ +00. 0 �, I II : � � BEG S CU D , _�� f i� � i � I �" i � i i i� � � ii I� __�� l= 357.7 � � _, I�� !, � ��� � � : I ,; : , � � i " ! '' ! i , �, '� ! i — — — — — : RIGHT DITCH ----------- � - � �� � � �� �� �� _� � � �� �� � � � � � �, i i , �� � _ � __ i _ _ � � �� �� �I I ��� li '�� I _'' __ � , ii _ _ ' 'i � _ � , LEFT DITCH ---------------- � � � � i i i , , � i I�I I� I jii � i iij i i i„ I i i jii il ill I � , , , , , , , SEE SHEET 37 FOR -Yl3LPC- LAN VIEVy 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 � � � � � �s � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 97 �i ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 ��������y�� �����i Y� ��� i i i i i i i i i i i i i i i i i i i NC F[RM LICENSE No: F-1148 dD�� N��°J["T �JSE F�F$ g8 % W .�C��7I�I'd'II�N 1151 SE Cary Parkway I I , I I I ; ,, I � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� I ■ � � � �� Cary� NC 27518 � � � � ENGINEERING I�9i9� ss�-o9a9 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N � Yl3L C- STAo 5+l 64 �� � � Le 3 O°04 i �i �i i I I I I i i l l i I j �i �i �i i N �!� � �I I�!�! �! ���� I I i ili i , i I Pl = 23+60.00 I ° — � DOCUMENT NOT CONSIDERED FINAL � VC = 5O .74 UNLESS ALL SIGNATURES COMPLETED � K_ 5� Yl3R A- STAa 0+00 00 ' Lo 36 033 � � , � PR POS D G AD : '�I 'I �I I I �, , I I ', I ,, ,� � , ;I ,I ,I ;I � , e I� ( +)3 _ _ _ - - Pl = 11+75.00 � � -- — — i i i i i i i - -- - �� I, , EL = 363.69' � � � � � I;� � � � �� � ,� � � ,, � � VC = 300' , , : , � K - 2/2 � E lST l G G OUN ° Q � �_ e: ' � Pl = 20+30.00 � � ° �2.92/% I�� I I��, � EL= 338.68' J ; : VC = 1,000' � : v : : : : : � _ _ � � ��_� _ � _ � _ _ � _ _ � K = /26 _ _ `_-- i� __ -- _-- __ __ Ii i__�_ ii _ i i_i li i II ii I � _ _. - _ __ _ — - -- _ - _ _ -_ _ __ i � — _I _ _I- _ _ _� i _ I - --. - — --- ._ _ - -- -- _ I I � ! _ _ I _ I I II II _� , �_�__ I I -- _ - __ _ __ — _ .— _ ---_ — -_ _ __ -- - _ -- - � _ -- ---_ _ ----_ __ __ __ __ I _I_ �_ I— _ I J_I, _I_ I_ I� I _I, �_I I _I I I J;_I--� I � (� � � � � i --- — __ -- — -- ---- — — — __ _ __ ___ _ --- _ __ __ _ __ ___I_ _ ___, --_ i i __I- i I _ -- - -- - - --. ---- - --_ _-- . _ _-- _ I I _ __ I _ _ I I I . � � � � � � � � � � � � � -- ---. ---- ---_ _-- . I I I I I I I I _ � I � _ _-- _ ___ _ _ _ _ _ _ I I � -- _ _ _ ___ _ __ _ _ ,-_l_ _,- I I _,- __I_ _�_ I l -, li _ - � _ i �i - - I� --- -�I _ _I_ _ _. _ I- -I i_. I - I- II i_- -I_ _ i _ _I _- . _ _ _. - _ _ . - _ �— -- _. _ - _ ---. _ _ - -_ _ - __ -- _- __ I �---I- �I_ I i II_ _- i I �/ - _ _- _- - _ -_ -_ _- i _ i __ i _ _ _ � e � _ - _ - - _ - _ _ _ _ - ii _ - _ �., _ _ � � �. � ;._ .� - - - i, � �_ I I I _ I e , ��_ ---- �'� �-� ..sr — �-- I ` � � � 5�� t � � _ _ _ - - -- -- - --- -- -- 8 �_- -3 - - _ -� _ g ° --- -- __- � � _ ___ _ ___ _ __ _ �$ _, � -�A .' /�G,�'� , {� o - _� --- --�_-__ � - _ � � _ I I J - - - — - - - - o _ -- �— __ _ — _ _ _ _ �� � �' B Gl T. SE DITC' (RT -, - ---- �`� ` � ^ � '�+ ��I�` J - -- --- -- — — — — � _ i _ -- — — ---- — __ � � ) 0 6�38% � _ _ _ __ _ _ _ l =ll 44.3 0 Pl J3f � 1.30 � � _ • °_ _--- _ i _-- ___ __ -----_ _ � � _ -- _-- _ - , - . __ ___ _ ---- _ -- � �� _ E STIN GR UND � -_ : -- --- : : _ __--- : - -- : , , _� -i_ � --' P/ =/ +67. 0 , i � __ __ ' �� � �� i E LA7�. B E D CHl TJ � ___ __ B l T. Dl � ___ __ __ f� _�i_ - �_ � �_ � � - • i Pl = 8+12 0 i SEE SHEET 37 FOR -Yl3LPA- PLAN VIEIN : _- : - : .---- - ----- -- -- : - -- :El 33 .60 . ,- -, -,-, , , -,. -i . RIGHT DITCH - - - - - - - - - - - LEFT DITCH ---------------- � - i � I El - 330 0 � SEE SHEET 38 FOR -Yl3RPA- PLAN VIEVy 23+00 24+00 25+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , —� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i � i i i I I I i i Yl3R A- TAe , 9+T e70 i - _ _- --_ _ _-- _ __ �__I_ I__ � J_�_ - - -- - - _-- ___ __ _ _ - -- - -- _ __ __ __ _ I-- � - � � � �� �� � � ,� _- e a6� __ _ _- _--_ _ _-- _ _- __ _ __ ___ __ '__ __ __ _ __ _: --_ ___ --- __ _ _ _ _ � -- i i -� -- � -Y13 RPA- ' ' ' ' ' � � � � � _ _ � � � � _ __ __ _ _ _ _ __ __ � �_ � � � � �_ ___ _ _ _ __ __ _ _ _ . _ _ _ _ - - - � � � -� _ _- _- __. __-_ ___ �_� �-_ ____� _ � ___ ___� �_� �� _ _ __ _ _ ___ _ _ __ -__ -_ _ _-_ ___ _ _- __-_ _ _ _ _ i i � i i _i i i-'--, ;_—i . , , -- — I ------- ---- --- -------- , I II__ �_i_____ ! _ __I�_i_, ________ — _ _- --_ _ _-- _ __ __ _ _ I li__ _-- __ _ __ __ __ _ ___ _ _ — __ __ _ _ _I _ _ �: , � : : : : : : : : : : : : : : : : � � � � � : : : : : : � � � � � � � � � � � I I I I I __ _ _ , �- — — I �- �_ _ li __ _ li li ,_ , �� I I� �_ i I I — ___ _ ---- -- - --_ - _ — ---- -- _� -�_ - - — � -- i I I � I- I- I I�-i I I � � i � � _� �_'� I_ _---_ --- � � ___ _ _ __ _ _ ---_ '� � _ __ ____ __ ___ -_- _ _- _ _ _ _- - -__ - - - _ __ _ -- _ _ . . � . . . . . ' � I I -_. ' j I I i I , I ___ � - �� � t _. I� �I I I ! ! ! � ! � I ' I ��_�� I�— XlS lNG ROU D � _- � � � � � �� : - -- ----_ _ : ----- _ �-_ ___� _ � _� i : -- _ _ . _ _ _ � i i -- ---- -------- ---- --i � � i � i --- --- ---- �. —.' __ -- — — � �,� — ! _- _---_— — O __ �— i �� � � � � � � � � Pl = 20+30.00 - - - O EL = 338.68' ___ — I i .- VC = 1,000' - � i i i i i i i ° K = /26 - � - � ' , '� '� , ' ' Q -- _.- � � -� �- �� ilii i iI ii � Ii �i� i � � I - �i� �� I , �, �� , �� , �, — �' I I ' �� I I I I I �� �I �i ��I � — — — — — _ ---- � � ! ! ! � � ! ! ! , : � � � , I � , � I i i I � __ � : : : � I I i �i �i i i �i � �i i i i i �i i : � �I� --� I II�� I �� � I � i iii �� _ ' ' e �+� � �2 25/ ° � � � � -- � � i " ! '' ! i , �, �� ! i - - - - - : � J U i i �_ i-- _, i__� �I I I; � _ ;i ,I � , II I i , , Q I�I I� ! III Ilii I i iill Il i i„ I I I Ilii I� „ I�i iill i I � � , , , , , � , , SEE SHEETS 37 & 38 FOR -Yl3RPA- PLAN VIEW 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 � C � � ��; �s � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 98 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � EGI GRA E I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER N ' ' ' , , , : , ' RALEIGH, NC 27612 �Yl3R B- TAeI +OOa 0 �9�9� 5��-��i� ELe 39 e6/ Nc License ��T���1[][�][�IE�]E I�]C�A�T� Number F-0159 NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway �, �, I � , I �,, I � I ,, � � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� _ —Y13 R P B— �a�. N� 2�5�8 , P� ��f5�.�� ENGINEERING (919) 557-0929 : EL = 388.46' I I I I �� N�� L7�� ��� �����R�.T����N VC = l50' ; '� 'I j � ' ! ' � I li�l I II I�I, � I i �� K = 724 I e DOCUMENT NOT CONSIDERED FINAL ° 2� UNLESS ALL SIGNATURES COMPLETED : � � I'll I II I,', ROP SED GRA E i i , Pl = 25+75.00 � , � EL = 365.13' VC = 700 0 K = /92 � ii I! 'I� iii i ii iii i! li' i� i ii I !li i i i � � N � __ �6 2/ � �� �_ �` ! I I ! II I I I I I I I I ! I II ! I � —�� iil Ili i i,l ��II I II II I I�' I I��i �III Il i �I I i i i v �1 II I i I I I I I II II I II i i� � i i li i � � i i i i � �_ I I li li I li �� _ I i i-i ___i i _ _ I _ _ I _ _ I _ _ I � � lil li I _ _ � _ _ _ -- _-- __ � r �,. __ ����;— I _ I I ___� i___ i _i I -- -__ . -_ _. - ___ �V - � _ - _ - -- _. _ -- _ - _ _ -_ _ -- � i i i iii J i iii i_ � � � _I � � I I I I I I I -I . _ - -- --. -- --- .-_ - -- -- - - -- - __ — __— _ --_ — __ � _'-__� � i _ I l __ _ _ __ _— _ __ _ — _ -- — — — -- — -- ---_ _ ----_ __ __ i �_ i_ —_ i_____ '-- __ — — __ __ _ ____ __ ____ ---- __ — _ _ __ ' --i_ �'- - — _ _ i, �, __ --- _ __ _ _ _-- _ _ I _ i i — _. _ ,� , , __ i i i � � ` i �� � _ ___ ___ _ ___ _ _-- I I EXl lNG GRO ND � __�' �� � __ _ _ _ _ _ _ _ _ _ _ ___ -- - --_ ---- _ _ � ,-_�_ � � : � � i - _._ _ _ _ -- Z _ _ _ ___ _ __ �, � — --- -------- ---- -- ----�-- — � � ! � � __ __ _ _ _ . __ __ __ _ _ -- —_ __ — -- � __ __ - _ ---_ _ - _ - __ __ __ I ' - -I_ _ _ _I i � i i _- _I_ __ . I � ` I _ _ _ _ � __ �` � � _- _- - _ -_ __ _- i _ i . li i I �\ I I _ I _ / __ _ - -- -- . --- - -- - -- II �_ �J I _ _ i - - - �� --- _____ - -___ -- - � - i I JI I li I i il I� I il I �, J I I / J _ - --. _ - -_ _ __ _ I_II _ II - _ i_il il _ il _I � il II I il II I �I �I _�I II- _ ___ �` __ _ . - _-- / -- _ -I __ _ I _I-II __ I I_ --li I _ I - - - - I I i_-- I I I - --I ___ _I I I_-I - __ ♦ _-- ___I _ _ _. _ / �- _ - _- _ --_ _ _-- _- _ I I III I I I III I I � I I-_ I__I_I I I I-- I I I I ! . -__. _ ♦ _. / __ _-. i i i ' ! ' ' ♦ -- __ --- — _ ---- - _ - - - �II_I I ___I II _ II II II --_ _-- -----_ � _-- --. _ _- -----. _- --_ � _ -_ � � _ _--- --- _ _ . -- - - - __ / _ _ - ----- --- _ -- _-- _ _ I I I II I _ I I I _. _ _. _ ---- � `� � _ _. - . _ _ __ _ --- _ _ . - -. _ ---- - __ � - - --- - -- - -- -- _ / _- . __ --. _ _ -_--_ _ _- _- . _-_ !_I I- _I _ _: i_ . I I I- _. _I __ _I ,_ : -i— . I ,. I i_ - . - __ �� � � _ _. - _ __ - _ I� _I_ J LI I i_I J_, l I I i J — !_ _L� I � I -- -- -- _ _� _l _ __ _ _ ` -- -- -- � _ _ __ _ _ --- _ __ __ _ __ II� I � � — _ � � � � � � � � __ �— — I_ �I_ _ I_ i i_ i i il I I � il il II —II_ II I �I i li II_ — _-- --. -- _ — ._. � -- . __ ---. _ _ . -- — _. _ _ ----_ _— -- _. _—_ �I—I �--I _ —I _ I I � I— . i i i II I —� — i _ _I — � j—i�—I —I —� �I I _I I— _ . - --_ _ ---- —__ : : SEE SHEET S 36 & 37 FOR -Yl3RPB -,�LAN V lEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , —� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i � i � i I I I I I : : : : : : : : : : : : : I -- I I I -- I : : : : : — _ _- --_ _ ___ _— __ _ __ �--I_ � I__ � J_�_ I__— __— I — _I__ , � I _— ____ _ --- -- —_ _ _ _ -- — -- — --- __ --- __ _-- --- —Y13 RPB— ' ' ' ; � � � � , _ _ � _, , __ _ i_ �� � � �_ _� ', ��,I �_�i_ -Yl3f�PB- STAe 35+ Oe3/ i __ - _ _ _ __ __ _ � _ _ --- . ___ �, _ __ __ !_� �__ ____� _ - --__ ___ _ _ _, - — -- --. _- - _ --- _ --- . _ _ __ --_ ___ - --- --- , ___ - - i i � i i i i__ _� � i -- — _I _I�_i_ — -------- ---- --- -------- — — _ _- --_ _ _-- _ __ __ _ _ I� i___� ! I I__ i �_i_;—__— , ! __ ______ __ _-- ___ _ __ __ � � __ __ —I---, I I�_i_, , � � : : : : : : : : : : : : : : : : � � � � � : : : : : i i i i i i � � � � � I I I I I � � � � I , � I , I I __ � _ ---_ _ I� I- -I I I_I I I ,_II I I_�- I I� I I�I I� li-I li li _�i I_ . _ _-. -- — __ -- - ---- �— �,_ � I �,_� --- - -- - -- I J _ �, -I _ _ ' .-. � _ __ _ _ ---_ I_i II _ __ . _ ___ i _ _ _ _i __ - - -_ _ - __ _ -. - a / _ _ - , � N : : � � : , �, , , � : � —__ o Pl = 25+75.00 � I I I I� _ — � _ _ , — _ ��;� i , EL = 365.13' i i -- ' �!` i i � VC = 700' PRO OSE GR DE � � � �--- - - - � ' . -- -- - _ _ --- -- — � K = l92 _ ---_ _ _ ._ __ --------- --- - --- ---- _- -- �- —�; -- _- ----------- — — --- -- —�' ---- __ ___ __ — -_ __ �— � I� '- ' �, � I I I I I �1 -- I i � �� � , —� � — - -° I I ; i i � i � i � i i � � i i � I i i i , �/ � I I I I I i I I I I I � li I i �� _�o � � — � ---_; 200 � _ �� � , Pl = 6+5100 ; � �� �--�" El = 363.1 �i i ii ii ,i i ii i ii i li �i i ii �i ii i ii l �i i ii i ii � g° °.--"'' BEGI SP CUT DlT H(LT � � , �, �, ,_ � I, �, � , i � �, - - - - - � : �� �2 / I I� , , I� � � : : � �� +)?%' Pl = 6+0 00 � � - , Z �� � � ' ' � .�-� E LA . BA E D TCH( T� i� � i i — ' � I � ! i � _ _ �. � ! �I � i ! � � El 3.55 !, --i I I I l i i I i i i i '' I' ''' '''' ' ' "!' ' i Q Pl = 3+7 . � 0 �� �i i i � � i I ,i i i �i i i i ! ! li " ! ! � li , ! , ' ' � ! I : RIGHT DITCH ----------- � — � �� � � �� �� �� _� � � �� �� � � � � � �, i i , �� � _ � __ i _ _ � � �� �� �I I ��� li '�� I _'' __ � , ii _ _ ' 'i � _ � , LEFT DITCH ---------------- � � � � i i i , , � , i �� I�I I� I jii � i iij i i i„ I i i jii ili I � , , , , , , , SEE SHEET 37 FOR -Yl3RPB - PLAN V lEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 � � � � „° ��- � � � PROJECT REFERENCE NO. SHEET NO. � .. LOC H N E R r� ; ; R-2 721 99 �� ii i � i II li i l I� i I i ii I� II � i � i --- � i i i I i� I i i i i i i I i i i l � I I I I I i I I I i I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , ; : , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License EGl Gl 1 �E Number F-0159 , , , , ��T���1[][�]L�IE�]E I�]L�A�T� — NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N ° ' ii li il iii I il iii i i i i i I 1151 SE Cary Parkway �e3 .00 —Y13 RPC— � ECOLOGICAL Cary, NC 2� 518 �g���,��y���gg� ��,��� �� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I I I I �� �� I I I il I i i il I I I li , I Ili I ill li i li, I I li Ili I il II li I DOCUMENT NOT CONSIDERED FINAL PI = IJ�f6'J�.00 UNLESS ALL SIGNATURES COMPLETED ; EL = 372.77' � ; ; , � � �� �� V�. _�'J�O� �I I � � � � ; � ,; � , K = 359 , , , Pl = 22+00.00 ROF SED GRAL�E EL = 366.17' VC = 300' O � K = /67 O (-)l.4 63% (-)l. 387 , - -- N � i � � � ,� Q � ; : ; ; ; ; � � _ ,_ __ -- �,, �-) .038 % � _�� � °e � i � I j i i � , , i ;, I � i ; i i ; � � ---- ----- — — � ii I� 'I iil I� Ili lili i l I� I�i ii l� �I I i I �� ------ I� I � � �, '� ' I � � � � � � � � 259 j --" --- --�+� --,695 �o -- - - �i �i �_� i i � : : : : : : : � I i _. -'i 'i - _ i .� EGII SP. CUT DITC'�IILTJ _ _ l =2/r�58. : : : i - __ --! -- � � �___, �__ � � � �� �-2 + 0 DO ; ___ _ i _�__i_ � _ ___ i _ � _ _ -- _-- -- _ _ � _ _�_ il _ il- _i � i_ _i i -il -- - __ _ - _ _ __ _ __ � � � _ � �� �� -�� � _� � �� � ,� ��_ � �. _ _ / � 62.6 � __ - __— _ --_ - __ _ _- I � �� _ _ - �i I _ _ � �i l I I _i _ I ! ��- - - • __ __ _ �- _ __ _-- ---- _ i� �i_I__�_ I—_ i�_i,—_I_ I_ I� i _I— �_i i i i i�; __� i-----i ��� E SP. CUT DITC�FI(LT) -— �/7 ----_ __ __ _ __ -- — _ _ __ ___ _ --- __ __ : : � _ __ __�_ _ __ -- - --_ ---- : � � : -� i i i - , �- - � � - _ _ _ _ _ Pl 22f 0.00 _-- - --_ _— _ il I �I II �� II I I il il l � — — --- — --_ --- . _ --- . _—. . . . _ _ _ _ _ _ _ _ _ __ _ _ �� - - __ - _ I ,-_l_ i I i _,- I I _,- i--I_ I i I �� � _._ _ __ -- _ - ------- --- - _- � _ - -_ _ - __ _- _- __ � � __ � �_ ' ---�_ - ___ i � I I I ! .�� �.� � _ ---_ ___- __ - ._ _. __ --- - _- -_ __ __ � _ I __ I I � ` I I I I / � _ � � � � � , � E ISTI G G OUN � __ __ _ __ __ __ � � __ �� i i i i _ i _ __ � � ii i -, i ii / , , _ , , .� -- -- _ __ _ -- _ _ i �_I _ I-� I�� , � _ � �� � � I ____ __ __ __ --- __ ___ _ __ __ -- - _ _ � _ __ - - _ __ _ _ _ _ : � 'i - _�� �, /� � � ' : � _ �i i� I i _i I_ - — _ . _ _ _ - _— i -- J _ _ _- _ �` �i __� _- � �i i-i - i__ /� � - ii i_i __i _-_i _I il i__l - __ _ _ __ _- _ ___i _ _. __ _ _ _ _ __ _ -- _ _ _ � I � ♦ i li I li I � __ _ _- --- _ . - __ _-. _ - __ / -- - - -- - - �� / � 1 _ � -'� _ i i i --- ___ ___ ---- ---- _-- --_ _ __ _ --- � _ — �� y i � � i i __ ____ ---- ___ _ --- __ __ _ ___ __ __ � _ __ _ � __ --- -_- ----- __ _ __ 1 _ i_ � _i _ -- : ___ _ � -- --- -- _ _ _- _ __- - -- - � _ ._. � - - � '_ I _ -i I \ � � li �� I I li li I-i !i _ � li i i II -- --- - - _ _ J �� - -- _- _- . - __ - -__- I � � � ------ _ - i — i i i i I - _ _ _ � - __ . _ -_ _ - - -_ _ I � h/ �'_ _�-_i i i i i i I i i i _- . __ ---. _ _ III-I�_�--I I �� i li I I -1� -I _I � I I_li�-I � I-II _i f I I --- ----_ . __ _- _ _ . --- _ ---- __ . -_ : : � � � � � � � � � SEE SHEETS 36 & 37 FOR -Yl3RPC- PLAN VIEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - _- - - -. _ __--_ _ _ . -_ _. - _ i -, i i -- - -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , -� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ _ _ _ . . . . . . . I I _ _ _ I i i � i i : : : : : : : : : : : : : : I I — — I . . : : : � � � Y13 RPD � _ _ __ ___ _ ___ _ __ __ _ __ ___ ___ _ __ _�___ __,___� _______ ___ ___ ___ _ _ _ ___ .__ � � � � � � �—_ _�_�_ , � � __ _ __ _--_ _ --- _ __ __ _ __ ___ --_ ____ _ _ ___ ___ --____ --- ____ _-- _ _--- ---- — — � I I I I I Y13RPC � � � � � � _ _ � � � � _ __ __ - _ _ ___ __ _� � �i _� - �� i_� � �� � � � � _� i - _ ��� i _I_ _ - -- --. _- - _ - . _ --- -- _ __ : . , _ _ __ -_ _ --- -_ _ - . ---_ __- - __ - ----- ------- -- ---_ - -- - - ___I_ _ j ____I i __ I I I __. I I _ _ __ --- -I__ ___-f --i j ---I i I - . __ --. _ --- _ _- -- . _ ! I - ! _� __- ! ! _! I --- - - i I _- ___. -_ __ . -- _. - -_ _ . -_ _ - - -_ __ -I� I__ I I�_I_ �_I_ I-- � I�_I_ : : : : : : : : : : : : : : I Pl = 12+25.00 : . . : : : : : ND ,GRA E , ; � � EL = 376.82' � � � � - - i i i VC = 350' i � � __ __ e , � _ __ __�_ _ � �_ 'I�_ Pl = 28+00.00 I �_I �I�- Le 5,96 � _� I_ __-__ -- - __ -- - � K = 394 P OPO ED RAQ� ---_ _ � _ -- -- -- _'I _ ---- - - _ , - _ �� _ _ _ __ _ _ ___- __ EL 370.73 -__ . EXIS l G GRO D = � , - - - - _ --- - - -_ __ __ _ -__ ___ EGl BR DGE �I : -_ : : : �� VC_ l60 _--_- : � i i ii � �, - - o N N K- l29 I l3R D S7; Ao /4 OOe9/, �� � i � - � � � _ I� __ -- ,�. � � __ __ _ ; � � � — -- _ __ .-- -- ��� _-__:— ----- __ � � , e � _ _ _ _ _ _ �. ` "� -. ,` _ � - �-` `__ � ,� � - --. - -. -- ----. ---- --. _ . -- ---- -- - --_ . _ � — 556 /� - C�. 2 °�- - _ - -�- _ _� ^� ��� � `� -`/ � �� ` � �r i � I I I � I � � �-- � � ° �� I I I I I I� � �u �+� •T � I ' Z � � � � � i � �0. 593 li i! i �� i i � � i I Ii ii i,! ! ` I � � � 0 Z � i � � _-� �� �iii �� il ii, ; I�, I � i�ii � �� iii i � I ,�Il�i � , �III ��i�i �l , ��I ,�I,� III �I � �I � �� � � , �I , - - - - - - _ I � � : i i i i i :: : i , : : i i i : : , � _ � I � � i ; i r ^ � „ v � I , I , , � , I I I � I I � � I -- I I I I � � � II .I III I III I I II I III III I I III I I � � ! ! I DDl IONA / I � Z Q �� _ _- EED D � - _ _ j � � � � � - � ! ! I !!, ,, ! i , !, ' ' ! I - - - - � - - � -� � � � � � � / Q __ _ l _ I � __ , __ _, ' ' I __ '� ' ' - - - _ ' I __ I _ I I __ 1__� �' ' I I � I i I__ _I � � � � � � � � � � r SEE SHEET 39 FOR -Yl3RPD- PLAN VIEW II I� II Ilii I i iill Il i i„ I i j jii �� �I ill �i I : , ' � � ' I I I , RIGHT DlT CH - - - - - - - - - - - LEFT DlT CH ----- -- -- -- — � SEE SHEET 37 FOR -Yl3RPC - PLAN V lEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 10+00 11+00 12+00 13+00 14+00 � � � � � � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. \ \ ; ; R-2721 100 r „ ii i �I ii I �I il i i � i � I I II I II i I ��� ��� D II I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , , ! 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� - - - NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N ii li i il iii i i i ii li il i i 1151 SE Cary Parkway I� Suite 101 � Y �5- BE lN G ADE �-Y � I � ,� ENG�IN�EEIRING (919) 557-0929 l�]E�]E]]C,��][��T�]E�� ]�IC,A�T� �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N �Yl RPD ST �e l8 + Oo00 I I I I RA I DA END BRID E � ELe 372e 8 i I ; i ;,I � �'I � � I EL = 237/.55 � , , I � � � I I Yl3R D S Ae l5 63,4 : I' j ' '� � � � � : I PR POS D C'i ADE �/C = 4OO' j DOCUMENT NOT CONSIDERED FINAL I K=.3I4 � UNLESS ALL SIGNATURES COMPLETED I� , � -- I -- I- -- - -- -- -- -- -_ __ __ - , , , -)0. �672°e �_ � - , j � � )l 9�14 ° l3R�Q 5 Ae 2� �-85e -- � --I -- / BE N B' lDG I � O � , � I � � i i i i , II I I, ' I ," � , l i j �i � �' ! I / 0 B CO STR CTE ! � � I I DE R- 828 °\° I I � �1 o � � � � I i % (�Q i i �i i i i j i i i �I i ' � � r I� DDI IONA � I I I I' ! I I�I I I I I I I�� �� j�� � ��I I� I � i !, I I �� ! I C� � I � '� � � � � � � � � � � , , i _ _ i _ _ i _ _ i I � � EED D �I - - �-� -- -- -- -_ � , � � � I I , �___ � � --- _ ___ � _ _ __ _ __ _ � I i _ : � i _ ' � _ �I i i �� � �i ��_ _ - -- --. _- --- _ _ - -- - _ _ __ _ ' _ - _ __ i � �_� I _�I � _ I l __ . _ __ _- _ - _- _ - _ -- - _ - �I ' ' r -� - _ __ _. __ � �• li J,i_I� _I_ li� I� li � I � I -- --- li I__li __ - - _ _ _._ _ ___._ . _ -___ ---- - _ — - -- _ _ _- _ ___, ___ , _ __. __ --- _--- __ -_ _ -- --- _- �V � �� I �i I _ i i . I I �� I I � I � i i I I I I i �.� � I ( ^ � '� I I I � � � � I �, � . . l ' � ' � - - - � �-- � � � �� • � / � ` -- -.- -- -� . _l_ I _,- I I _,. __I_ � ��-. �� � __ . �_ �i �� �- - -._ _ - • � - - -� - � 9 � t- __ __ � -- � �_ � ---�_ - ___ � .. _ � � i i i i i •6 . _ _ _ _: _ __ _: _ _ __ _. _ - -- - _ � _ _ _ __ __ _ _ � -. _ � ii ii ii -^� I I I I -- —: � � � 2s� �'�� __ -_ � -- -- � � _ , _ -- - - - __ : Z : E lSTI G GR UND : - : -- II'� � � J ; I EGI LA 'V' G�ITCH LT) ; � � 3 ---�--__ � __ � - - - - � - E D T. 'V DITCH(LT -� - � �! ` : ` _ __ -- L _ v � -_ -� � --: � _� �_ _I� - I J�-I - -1- I- l =2�+16. , � '�� I� 5'�`33/ � � ------ _____1 P =23 � 88.3 i - -- -� _ _ _ _ � � ___ -- _ - � T � _ - — � � � - .�49: - _I __ _ i __� _- i �i __�i i _ i _ _ � i i i i �_ __� __ _ _ � — I e _-- I� � �__ � � � � � � � /-2 +/9.9b0 Pl =26�25 0 ' Q --- - ---- -. -- i _ i I II li li I li I! I I � li I I li I • � I +� �.4 39/ __-_- -��--- v ----- ---- _ � --_ __ -----_ ��_� � _ � � � �l = 30.7 ---- ----- i _---- El = 3�1.55 � __ ___ �- --� � -- _-- _ _ i i i i_i _ i i i ____ ---- ----- __ _ __ _ ---- _ __ � � i � i �i __ �i i_ i _-- -_-- ---- - _ _----- _ _ __ --_ _ _ ___ �i_i -_i- _i _ ___ __ _ __ __ --- _ - --- ------ _ -_ __ . _- i _� _� _ � � �:- _- I I ----- _ _ , �_ ___ _ _ ._ _- R/GHl D/TCH LEFT D/TCH - � � ' � - - - - - - - - - - - ---------------- _ _ __ _ _ --- __ __ _ __ li -� i_ _�I _ �I- _ � I II J 'i - L li � _ � li il il -I il� i� �I_ - _— -- - - -- _. _- ---. _ _ ----_ . I _-1-I __-- I_ _I �I__i -`_. __. f - li i �-I- I � ' I ' � I . I_' �_,. _ _ . I � �I I�--I- _ - -- --- � � SEE SHEETS 38 & 39 FOR -Yl3RPD- PLAN VIEW 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 _ _ _ _�._ i ___i � !_ -- -- _ __ _-- _ --- _ __ _ — __ _ __ --- — - _ _ _ __ _ -- - - _ I _�_ I _ i i i-i��-- ,_I ��i �I- I _I _i I i_ __ � _ _I _ - — --- -- - - -- -- - -- ---. _ _ I I I ! _ -- - - _ - _ -_ _ ---_ - _ . _ -- _ _I _ I _ I_ _. _- _ _ _- i _l - - -. _ __--_ _ _ . -_�_I-_ --- I_ I r I- __i - _ _. - _ _ _ _ _ . . . . . . . I I I I I i i i � i � i I I I I I -Y13 RP D- � � � � � _�_ �J_�_____ ___ ___ ___ ___ _ __ ___ _ _ _ ___ _ _ __ ___ _ ___ _ __ __ _ __ _�_ , �-_ � � � � � _�_� , . _�_,_� __,_�_� � _______ � � � � � PIPE HYDRAUUC DATA � ' ' ' ' � _ � � � � � � � � __ __ --_ : - _ _ _ __ . n �i � � -�-__ -_-� i-i i -'i i i_ -i i i I-i . - --- _ -_ -_ -- - -_ - -_ --- - i, _ __ -_ _ _ _i _ - — -- --. _- - _ --- - --- - -i i i -'--- _ _ - . --_ ___ _ _ -- -- - 48 RCP-� Sto. 30+98 i i i � i i i i i i i i i i i i i � � i _ _ __ ___ _ _-- _ __ _ __ � � -I---, ' __ ______ __ _-- ___ _ __ __ __ _ _ _ _ - __ __ DRAINAGE AREA = 26.4 AC �� '-� - _- _- -- _, _ , , _- : : : : : : : : : : : : DESIGN FREQUENCY = 50 YR � � � � � : : : : : DESIGN DISCHARGE = 65 CFS ; � ; , � E D G ADE � � : � : _: : : - D E S I G E T l 0 = 3 3 7. 2 8 F T � i i - l3f�P�77- S Ae4C�f64e 8 : � -_ - __�_ N M� V � V A N � � i P l = 3 8+ 0 0. 0 0 E, 375 97 i _ ---_ _�_ l00 YEAR DISCHARGE = 70 CFS _ _ I� II_ _ � _i i i'_ii �I�_�- I ii � i i� I�_ �_I _1 � � � I_ _---_ -- — -- -- - EL = 373.67' -- -- - - ____ ___ _ -__ _ _- _- _ _ _: _ _ ---_ - - -_ _- _ _ -__ _ , _ __ _ _ _ _ N ._�_ : -: : : IOVERT� l� FREQUENCY= 500 � YR i� �i i i, i � i � � !, VC - 200 : � OVERTOPPING DISCHARGE = 2/8 CFS K 96 i i , i i I� OVERTOPPING ELEVATION = 346.00 fT � � � � � : - -- ----_ _ : -�_�- �- _ i _. _i __ i _ __�__I_ _i �_ ,_ I , I I � -- i � � i _ i __ __ ----- __ __ _ ---_ _ _ ._ , _ , � ,- , � , , , — .961 ° ��� _�� -- -- ,_ __ ��---- -� - � I � I i i (+) -- T �-- - I .-�--� I .8 �6� Z� Pl = 30+50.00 ; P OPO ED GRA E I ___,-- _ __-1----" � EGl SP. CUT DITC � l RT � -- _- - Pl - O+p0.0 EL = 35/.46' �� �� � ��� � �� �� � � � _- ___-- 1 ��� . . . . . . . . . . . . . . . . = I .i I li I , I . . . . . I , , . . I . . . . . . I . . . . . . . . . . . I ,, . . . . . . . . - ' . . . . . - . . . . . . . . . . V C _ 500' ' ' � - - - - _ ------ --� +� 3.8 2 ° E D SP. UT lT C (RT � K - /02 _ � � �_-- - � �� � - T :� ! � �:���� ����� ������ ��� � � �- ,- � l 1 Q. 000°o E D SP. UT ITCH LT) - - -- ----- ' , � I { I I �I I I I � �- - Pl = 8 +00 00 li � --� i , I �� - � 6 6ve I I; � � � � � � Pl =.�5+5 .00 , : � (- ,g � )2.9 i El = � 359. 8 Z B Gl LAT. ` Dl CHIR' ) � BEGI SP CUT DlT lLT E-33 8.13 � I � � ' I ; i � � � i, I Pl =+5 00 _ _ _..� � ,� , = i �-- � �: 5�/ i � : : , I i , I , ,,, i i i : Q Pl = 0+5 .00 �� , _ �� �� . /7 e - , , 6i , ` �- — � � � i i i �i i i i — � — � � �' r. — _ _ ----------- , , , , � _ —_ ___ ��- -- o � J l, lDO% : � �— ; , , , _ o,_____- --�" E D LAT. ' Dl CH( ) RIGHT DITCH ,_ �� ,, _ _ ----------- . _ . i� '� � "� �� i i i - _ __ -��-� ___ -` �--- -�'" � 4s cP-iv = . 0 il -' , , �,--� � I I � � I � I-- I I I LEFT DITCH ---------------- __--- �--� � A- • /� - C � � � � � � � � ------ ---- ----- l=2 +93. 00 Pl= 0+5.00 ��� � � ��� �,, � � � ��� ��� � � 1 '� � l= 25.4 El = 332. 0 SEE SHEETS 37 & 38 FOR -Yl3RPD- PLAN VIEVV 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 � �_ ��� � � � � � �- PROJECT REFERENCE NO. SHEET NO. \ LOC H N E R ,' CULVERT HYDRAULIC DATA � i ;; i � i � � � � � � i � � i � i � ; i � , � R-2�2> >oi � I � I I � I I � � � � I I --- � I I I I I I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ' � 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER � � DESIGN DISCHARGE = 2600 CFS � ' , , , , � RA�E i � H, N c 2 �6� 2 DESIGN FREQUENCY = 50 YRS �9�9� 5��-�»� Nc License DESIGN HI�I ELEVATION _ 350.6 FT _ i' i i, ; — 1 3_ ;,,; i I ' I , ;' i i, i N�mber F-o,59 ��T���1[][�][�IE�]E I[�]C�A�T� BASE DISCHARGE - 2800 cFs � � , � � � � � � , .�, SUNGATE DESIGN GROUP, P.A. ��� N��� �T�E ��� �� �.�C��I�I���N BASE FREQUENCY - l00 YRS S U N S ET L/"'�KE RD �\r��I/ � RALEIOGH, NORTH CAROL NA 27606 ���������JL4 11 JC"����I � BASE HW ELEVATION - 35/.� / / TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N��f' L75� 1F�I� C�N571°R�JC7['d�N _ I I I I OVERTOPPING DISCHARGE = 4000 CFS ,� �I � j j �I 'I j � �; � i 'I OVERTOPPING FREQUENCY= 500 + YRS �� '� �, I I I,, , I �� �� i��, �� '� � �� I � ��, �� OVERTOPPING ELEVATION = 354.5 FT I � I I I �: I � I PI = 24�'SJ�.00 DOCUMENT NOT CONSIDERED FINAL EL = 39J�.8S� UNLESS ALL SIGNATURES COMPLETED EGIN GRA E �, , VC = 1,000' Y3— STA>Of0000 �i i i i I li i l li I I li lii I � : � � � � I ' , „ , ;I ,I ,I ;I K = 355 +�5� � � L.36 009 : . , � � Pl = 11+30.00 - _ � � N EL = 356.82' �� I� �� ��� � �� ��� �� I�� �� � �� I '��� � � �� � � �� � _ , � � � _.1-- __ _— I� — �,— VC 260 K=48 �-� � V= 30mph � � ND RIDG � �� � � � � � � ! ' -�� �6- ! Pl = 16+30.00 � � , ,- ��� � I I I I' �, I � �, EL = 348.50' �, �� � I � , e � EXISTI G CU VERTS VC = 700� I � � : TO BE RE OVED I : : : ��,� : : : : : - - - I BEG N B IDGE _. _'� K 97 ' � - , � ' ' � `_ - - ; __ --- _ _ _ _-_ -- -- _ _ _ 3 � Y3 T Ae /.� f/2e � I _ - -' � � — _ _: - _ --- - -- -- _ _ -- � __ _ � � � -� _ � �/,6� �- � __ _ __ , - - - - - - — � _ - - -- _ _ -- _ _ _ _ __ - __ _ -- --_ - -- __ -- -- � _ __ _ _ _ _ ___ __ __ __ o : � � �, o �)5• I I� � -- — --_ ---- — --_ _— _ _ , _ _ _ _ _ _ _ _ _ _ _ __ : : : : : : : _- i ► � � ' � � � 'i � � i - - : :_ _ - _ -- � _ _ _ ___ _ __ Q.8 -�`t R6tl � - - - �� - -- - - - - - -- - _ I - --- -- __ - - _ ---_ _ - __ - __ 1- J �i- -- _�i - �_- _i_ ,_ I�� -'i-- --� __-__ ___ __ . __ : -- : -- : - - - : : - : _ _ _ _ : : : � : - i __ __ _ _ __ __ __ �I _ WS ELEY. N J� I _ _ I I _ I _ -- -- � 3-7 8= 34 .1, @12'x8 RCBC _ � - - -- -- _ _-- __ - -- I �_ �_ � J_ _ I � __ __ __ -_ __ --- __ _. _ _ __ -- -- - _ ___ _ - __ _ __ _ �, �� � I _1� - '� �I i� �I� �I '� _�� II- - — _ . _ _ . - _— - i� ! Q _I __ _ I _I_II __ I �_ _-li I _ _-I ___ _I I__l - __ _ - __ -- ___I _ _ _. _. __ _ -- _ _ -- _ _-- - _ I . _. ---- _ _. - _. -- __ . -_ - -- - _ _ __ ___ _ ---- _ __ � ' � PJ STA 5+8 � ' � � � � � '� � ___ _-- --___ _ ___ _ --- __ __ _ ---- -- � � ___ !- I--� E�.EV- 44.0 : --- - --- ------ -- ---- _ _--- - --- ___ ------ _ _-- ---- -__- _ -- _-- _ � � � � - , , , , -- - -__ ---- ___ _ --- _ _ __ ---- -- -- __ ___ _ --- - _ END LAT 2 B�SE lT CHI l RT � __ _ __ _ __ __ 'i-i �--- - _ -_. _�_ -- - _- _ ____ _ -- --- - -_ _ _____ __ . -- ----- ----- __ _ ___ _ --- --- -- - -- � - ! - - � � --- _ _ _ -- ____ _ _ _ I � _I_ I i �� l J � _TA 16f4 _ _ __ _ _ --- __ ' ' - - ' - � �- -- --- _ - � � �� � � ,' � _ _- _. - _ -_ _ __ _ _- �, - - _ _ _ : -- : - -: .---- : - : : �,_'�_�__'! _ _ _ I � � I�_ -��� _� �� � � : �, -� V- 44.5 �-�,�_ � �_ _ � � �- ----_ _ __ -- __ ___ � � � � �I � ; : _ _ ___ _ ---- ___ ___ � � ' � SEE SHEET S ll & 42 FOR -Y3 - PLAN V lEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -- - -- ---__ _ ---_ - -- -- _. I I� �_ I_I I ,, I . ----- -- __ --- - _ -_ -_ _ __ _ _I _ I _ I_ _ _I _L I I_ I J,i �, --- ---- -- . -- -- - -__. _ i i i i _- - - -. _ __--_ _ _ . -_ _. - _ -_�-I-_ I r _ _ , ----_ - _ i _ , - -- _ _� � � � � � I I I I I I I � � � � � _ -Y3- � � � � � o _ _ _- ___ _ _-_ _ _: __ _ __ � �__,-� � � �-_ , J�_�_ �-�-� -�-� � � �-_ � , , �_� ____ _ __ ___ ___ __ __ __ _ _ _ _ : __. : :_ _-: : -_- : : - : : ___. : :_ _-. : -_ : ._ _-: . __ - _. __. __. . __ _. __. _ _. . __ __. _ __ _. __ _ ___. __ � �— �---l- SUNSET LAKE RD � � � � + Pl = 34+25.00 <O _ _ � � � � __ � � � � � EL = 42/.7/' � -- - _ _ _ -_ -_ I I_ i il i I i I_I I I I I_ f I I 1- i i i i i i_ VC =�5� ___ _ - - - - _ i_ ,_ _, i i - --- --_ I I� _ __ -. _ --- : __ _ _ -__ -_- _ _ -_ -1 . __ . - _ --- __ -. - ----- ---_ _ -__ _ _ _ __ ___ _ --- � � , ' , , ' , , ''�I , �I�_'� ' K = 2/2 � __ __ I_I _ I II__ __ �_i-,----i i i__ : � ------- --- -- _ _ - -- i ii__ ___I�_i-, ' --- _ �� - �i i �i ��_ __ �� �i _ : : , i i � : : : : : : : : : : : : : : : : ; Pl = 32+00.00 P � OPO ED � RAD I � : : : : � : __ , � � , i EL = 4/5.38' i � i _ - � � VC = l50' i _ ---_ _ :_ __ I �_� �_� i i� I�_ �_I i � _� I_ : -_ --- - ---- _ � � � � i i -. _- I -- I� I- _ I I li li I I� �i I I i i � i i i i i _ ___ _ _ __ -L� K = 1733 _ _ ---- �� � ___ _ ___ _ __ _ _ _ _ _- - - -- --- -- _ - - __ coM �r 54 � __ � __ ' �� . - �I I ' I, I I I ! I -' , I _ �6/ I � � � e �+3.52 ° I � � ' I � (+ 2• ° � � _ � _: _ ___� __ E D B lDG � ____� _�-�_ � o � __ __ _--__ _ � --- /�/ � � i I�_ � i_� � ,�- �� 5� _____ __ --__ ---- ---_ _ _ ._ __ __ -- - -- �_ i � i � � i � i � i � i -- - --- --- - � � , � i� -s-� a 2� - , -- ---- -- o � � e, � +) 72� � i i I o � __,�,_ -- --- i 1- � I I I �1 � � EL = 95.88 � � �- - � i J � N _ 000' i ��E i ; � �1 ; Q KC - 355 � ' �- � � �� � ' EX/ TING GRO ND v � Y ST e 25 47e8 �� -- � 79°� � _� +)272 i y� I i I i I � i �, -- �� - ---- -- — — - - - - - � ,� � � I �� �� � � �� - ��--- , � i I , �V '� , i i i , � � vl � I � � - , � �' , � i , �� � i i I' I � II i i � i i I I II � II � —� � II II --I i I II I I I I I I II II I� II II I I I I li II II �' � ._ ...� � � � � � I � , � � i�� i I li i �i i i i � I I � II ! ! I I, !, i 'i ! I � � UI I i I �i' 'I I'� �i, ___,, � I� , , l__ I __ i , I - , � II! II !! I i'Il Ilii II I 'I !II I! I _ � SEE SHEETS ll & 43 FOR -Y3- PLAN VIEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 � � � � N � � � � � PROJECT REFERENCE NO. SHEET NO. j� ; I i i I � I � i i i �; �i i i i i i ; � L O C H N E R R-2 721 102 � II II II II II II II I II I I I I II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ! ! ! ! ' ! ENGINEER ENGINEER , , , , , , , 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 —�� — (919) 571-7111 NC License Number F-0159 ��������y�� �����i SUNSET �AKE RD , , i ; � ; , ; , � � i , , , , ; i , , , , , ; i , � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N �\r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���ll4 11 �����I � �� TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I I I , � SUNSET LAKE RD � � � � � I I � �� I� I I�I�II II � I II I I Illli I - f lil � II I I I I'I' I' I�I II I I! I Pl 37 00.00 EL = 43/.4O' DOCUMENT NOT CONSIDERED FINAL VC = IJ�O� UNLESS ALL SIGNATURES COMPLETED � K—�g —Y3 ST e 37 f 1v07 ; _ _ � , � : I' �, BE lN G ADE � j � I � �; , ;I , ,I ;I Pl = 22+50.00 � 0 —y — ST e / 2 05 I, , � EL = 430.62' �I— � K� — � �� N � ____ -- -- � � � � � i � i � O �+ 3.2� ° � �� I� ��� �'� I�� �'� � �� � � � .522 / _ _ Pl = 15+25.00 P �P0 D RAD +) .703 ' °� �— 0.55 3% � — EL = 4/8.26 � � � ; VC = l50' � , � I — -- -- -- -------- -- � � ; K = 248 j : i I i , . __ __ __ � __ __ __ -- -- — Z , _ C� �, , _ __ __ __ - - � : : : : : : 8 °o ` _ _ � _ ' _ _ � _ EX/ TlN GR ND : : : _ _ � c+��.34 _ _ i-- - - -- --- -- _ _ _ - � ___, i___ i _i -- --- --- I -T- _� i _ �i� ,i ��� �_ ___ _ i __- � _ - _ _ __ _ __ _ _I _ _ _ __ - -- __. -- ---- __ _ _ -- \ _ � - __— _ ---_ - __ _ _- �-- �_�_l � _�I I I II l I II I _I� I _I II Il _ _ _- _ - _- _ _. . __ - _ J . -- ---_ _ ----_ __ _- _. __ li J,i_I� _I_ I_ I� I _I- �,i_I Ii _IL I I J, __J I-----I II __ . _ �_ __ - _ _ _._ _ _ _._ . _ __ ---- - _ - _ - __ _ __ _-. _ --- _ _- __ - __ __ _ i __I i i i _ --- _ _ _ � � � � � � -. ' _ __ _ --- . - --. ---- - --_ _-- . _ _-- . __. _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- -_ I . � � � � � � � � � � � � I� • I I I I I I I - --. ---- - --_ _-- _ _-- . __. _ I _ Q ,- _l_ _,- I I _,- _ - I I I _�_ I -, I _ _ _ _ _ _ _ _ _ _ � -_ _ . . _ _ --_ - __ - _ _-I- _ - _._ _ - -- � _ - - _ ---. _ _ - -_ _ - __ -- _- __ _-- li �- I�---�_ . _- _I_- i_, i _I_ li i_--- -�---_I� _-i _- .__ _. - __ . -_ ___. _ . _ _- ._ _. . __ - --- - _ I I I I I i I I ' I I J . . . . . . . _- __ I _ _ _ _ . . . T . . y _- __ _ _ -_ __ __ _ i . ! I I _ _ I I _ I _ -- -- � � - - -- -- _ _-- - - -- �_ _ _ J I J,i_I I_ I- i_i_ _il I� , II il I I �,i_ . - -_I I -_ _._ _. -_ _ _ --- __ _. _ . -_ __ -- - _ _ - __ - --. _ - -_ _ __ iJI JII- I_II _ II - _ i_il II _ il _I � I II I �I II I �I �I �I I_ - - _ . __ _ . - _- �I ! -_ � _ -I __ _ _ I _I-II __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. _. __ _ _ - _- _ -- _ _-- _- _ I I_I__ ! I I I I I I __I_I I I I__ I I _I I I ! I ! I I I I I I . -__. ---- __ _. - _. . - -___ . -_ _ -- - _ _ __ --. _ ---- - __ i _ i i ' ' ' _�II il il . il il _ il il il _---_ _-- -- ---- __ __._. _ ._ . . - -_ __ -- - _ --- _-- --. _ _- -----. _- --_ I _ : _ I _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _. - _ -. - -_ _ . -_ _ ---- ---- __ --. _ ---- - __ _ i i � i __ I I _ I _---__-- ------ __ _--- ._ --- -- -___ -- - _ ------ ---- -- . __ --. _ _ -_--_ _I I_ _. -I-__ _I ,-_. -i-_ -I _ _- -- �--'---_ - _ -_. _i- . - . _-_ I� _I_ J LI I I_I J_, l I I i J - !_ _L� I � =I- -------- --- -- -__ ! ! _ _! _l _ --- _____ ----- , _ ___ _ _ __ -- ___- _ _ _ __ _ _ --- _ __ __ _ __ li _ i_ _�I _ I �I- _ I_ i i _ i I il I ' � i � ii il II -il_ II I �I �i _� �I- - _-- --. - - -_ . _- . __ ---. _ _ ----_ . _- -- _. _-_ I-II_� -I__ -_. .- _ Ili i �-. . . -I -�-�--_ -_. .- _i I I I I _' � I __,-_ i _ _I _ I I �I _� II- _ . --- _ ___- ___ . -- : : : : SEE SHEET S l5 & 44 FOR —Y4 — PLAN V lEW 36+00 37+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 23+00 _ _ _ _�._ i ___i � !_ _ -- -- _ __ _-- _ __ _ - __ _ __ --- - - _ _ _ __ _ -- - - _ I _�_ I _ i i i-i��-- ,_I ��i �I- I _I _i I i_ __ � _ _I i - — --- -- - - -- -- - -- ---__ _ -- - I . I - ___ . --- -- -- __ -- - - _ - _ -_ _ ---- - -- -- _ _I _ I _ I_ __ __ _ _ _- � _l _ - -_ _ __--_ _ _ . -_�_I-_ --- I_ I r I- __i - _ _. - _ _ _ _ _ . . . . . . . I I I I I i i i : : : : : : : : : : : : : : — — I I I I I : : : : : Y4 � � � � � _ _ _- ___ _ _-_ _ _- __ _ __ �__�_ , �-_ , J,_�. �__- __- � - � _� � � � �_� ____ ___ ___ ___ _ __ _ __ ___ _ _ _ __ _ __ SUNSET LAKE RD --- ---- : _-. : .- -: : _--- : : - : : ---- : .- - : -_ : .- -: : _ - - --�- --�- -� -- -- -� --- � __. _ __. _ __ . -- _� � I I I I I � � � � � � _ _ � � � � � � __ __ -- - _ _ _ -_ -_ i I i I- il �I I I I_I I I I I_ f I I I_ i i i i i i_ __ -- ___ - -- . - - - - _ - - - - - � I I I - -- -- _ _. --- -_ --- _ - _-_ I� _ _ __ -. _ --- ____I _ _ � , ' - _ - . --_ -. - --- _. . . -- ---_ - -- - - -I I i I I I I I I I I I I__ _. II I I-I--I i_- . . __ _-. _ --- _ _- -- . _ ! I_--�I ! I__ I _I�_I_ �_I____- � ! I-- _! i ! ! -I__- ! __ ___. -_ __ . -- _. - __ _. __ -_ _ . -_ _ - - -_ __ _- I__I I J_--� I I�_I- � � � � � � I I I I I I � i i i i i : : : : : : : : : _- : : : : i i i i , , : : �i _ ---_ _ ; _ �—I _ I -- _ �� I_ __ _I �, �� _I H �� I � I_ _---_ _ _--- —_ — --- _ _ ---- � � -- — -- -- — ---- _ _ �� _ + _ __ _ _ ---_ =� ____ __ ____ ___ _ _— : _- _ _: —___ — — —_ __ — -- --_ _ __ _ Q EL = 430.62' : C tilP E�40 I �� ,�� � � �, � _ ', � Pl 22 5 . 0 VC = 400' Pl — 30+40.00 � ND �MILL & R PLA E EL = 426.25' i i i � C� K—� � _ � EGl M/Ld & EPL CE ROP SED GRA E � VC 350' � � � Le 4.�2e70 _ : �_ - �--I �— _ _ _� �—_�_ END BRl E �� . K = 263 _ __��_ : -_- --- �Y4- STAe 32+ 3e57 � -- -- - — _ _ -- __ ---- --- � — � �1 � _ , - � -- � � — Y4 S Ae 2 f38e 3 ' I � — i e o � i _ _ _ _ — - � Y4 STAe 25 /e27 i I I I — — — — — — — — � _� _ —� _ _ � -�- - - - - - � i ---1-- --- ---- I - - - - - - ------ ------ ------ -- � - � -- -- — � __----- ----- ---- �+) 0. 107°e � � �oo -- -- -- -- -- -- -- -- � � -- - -- -- -- -- —T�. 3°, -{�- ���o J``� � � . . � i I ��N Z�� � � �I � , �� a�� ��� I_ I__ Ili ' I i�I, I! IIIJ I !I Ilj i I I � - - - I- ` - - - _ �� ii i ii � �I � � � � � � � � � ' � I I ' , ! ' i I ' : I ' i ! ! I � � : : � � I C� I C� p , v I;� I I I � �i' 'ii �� �i� ' I I i� � � ii \ � Q : : � I �I i ii�i il i__Ii i i�i �iii �i i iii �i i � : : : � ' � , , , �� � m - ! �I -- !!, � ,, ! �i , !, �� ! I - - - - - ,i_''__i , �_ i-- _''' i__�� II I ' ii_''__� , i __''i -� , � i i i ,i i i, � ,i ii I�I I� I jii � i iij i i i„ I i i jii III I i i , � 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 � C � � � � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. \ ; �I ��� I��� ��i �� I R-2721 103 ; � � � � � -Y3A- � � � ��I�'�� ���'�, � ��� ���� �j, ��� ���i CULVERT HYDRAULIC DATA � � � � � � H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , , 2 8 4 0 P L A Z A P L A C E, S U I T E 2 0 2 E N G I N E E R E N G I N E E R WOODCREEK GREENWAY RA�Ei�H, Nc 2�6,2 DESIGN DISCHARGE = 930 CFS ( 919 ) 5 71- 7111 NC License DESIGN FREQUENCY = 50 YRS Number F-0159 ���������� ����� ; , , � ; ; '� , ; ; ; oEsicN NvV E�vATioN = 35T.o Fr , � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N BASE D/SCHARGE — IOJO CFS . '� 905 JONES FRANKLIN ROAD ��������y��Ry ����y� \rtl�I/ RALEIGH, NORTH CAROLINA 27606 ��l �L ��I BASE FREQUENCY - l00 // �� "' TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 I _ � I I �c� N�°Jf' L75� 1F�I3 C�N571°R�,TC7['d�N BE lN G ADE _ � l5 f Oo00 ��I BASE HW ELEV AT lON = 357.4 FT �I Pl - l5 f25.00 Y3A ST � - HOLLY SPRINGS RD -Y A- TAe l+65e 0 EL - 399.5/ o !' I I ', OVERTOPPING DISCHARGE _ 1900 CFS I ELe 90e7 VC = 50 OVERTOPPING FREQUENCY= 500 + YRS K= 39 OVERTOPPING ELEVATION = 362.4 FT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Pl = 11+45.00 EL = 39/.9/' � � � � � � � � , I KC - l50 , P OPO ED RAD �� ��, I , �� � I� ' � BEG N G AQE � ; � � O � e + 75/ � � - cu _ - - ELo 88,9 , _. -- — � �� -- ' li I I I li I li I ! li ' �! II I I I ' I � _ -- - (ri ( )2• � ° ' E lST l G G OUN i � i i � i i � i i iil i i � ���� I�! � �'I ����I I III II�� �` I� � �I I � � I � : � � � � � � � � � � ! PRO OSE GR DE � � � � �� - - � ��_�� _ _ _�� �� _ � -�. i _ _ i _ _ i _ i : : : : : : : i i i i �� � _ : : _ : .-------- _ _ _ -- _-- __ _ _ i _�__i_ � _ ___ �i _I__i_i __ i i � -- - ___ ___ _ __ I ___ -- -- __ _ - _ _ __ _ __ � _ i _�_ _�I _ �- _� �_ : � _- — _ .— _ ---_ — -_ _ __ I � � _ _ II J_II--_ I_ I_I II_ � III II I II II J__-I.� , � - -- -- - - -- -- - 0 - _ - -- \ - � I I -- - -- ---_ _ ----_ � Pl 17+70.0 __ __ _ __ __ � _ _ _ _ _ _ _: , -- _ _ - - -- - � I_�_ � �� � � �_I_ �� � EL = 352.85 � _ _ __ ___ _ --- __ __ _ _ _-- - -- -- - --_ ---- _ ___ _— __ ' _ I_ ___I �_� ___ _ _-- _-- _ ___ --- _ � � � _ __ __ � _ _ _ _ _ _ VC = 6/5' _ _----_ I I I I I I I I I I I i �� � K=49 W i i i i i i i i \ _ -- - --_ ---- - --_ _- _ _ _-- _ ___ _ i -� _ _ _ _ -_�_ _- � . --',- � � _� � i V= 35mph Z _ _ ___ _ __ _ _ i �` -- _. _ - _ ---. _ _ - -_ _ - __ -- _- __ il i -_I li �I- �----�I_ I - _I_-I i i lii i---I. -�I-- �-�I i �� - I �� I I I I �r.� � ' � �� � � - .►, � I I I I � I ��� � I � �_ � � i i i � I ��� — -- -- —� _ _ �_ __ � -_ __ _ I -- -- - - : - - -- i � J , , � � i , , EXl TlN GR ND � � - f� - - -- -- _ _-- I J,i_I _ li I_i i_ i� �i i li i� i I �,i_ . _. -_ __ � i _ -- -- - _-_ _ - - -- I� Ji_ i _ � � - -_ ._ __ _ I_I _ - II - _ i_II I I I � I II j �I i — _. � I ! � @9 x8 RCBC , -_ __ _ I __I __ I �_ _-li I _ I _ _ _ _ I I i --- -I I I I - -_I I �__l _ - __ I � r _ _ - -- - - -- _ _-- I I I I I I I I ��� _ o � _ I I I _ _ _ .9 -- _ _ _ __ ___ _ ---- - - � � � , i_i i � �__ � �� � , � , � - -- - �,, 62 (k)�° - - - _ __ i �_� � � _-- --- ----- _ , . _ _-- - -- _-- !_ __I I �i_i i ___i i --_ __ ---- -- -- --_ _ _ _--- _ ___ � ___ __ _ ___ _ . � _ _ -- - ------ -- _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ I � � _ -_ _ __ _-. _ ---- - __ _ i i � i __ I I _ I _---__-- . ��' _._ _ -___ -- . __ - . --. _ _ -_--_ -- . _-_ i-I �--I-_ -I _ -_. _i- . I- -1 I_ _. -I __ _I ,-_: -i-_ . I _ --- __ - - _ __ ��i �_ _______ = \ _._ _-_ _i i _i ,-1 __ li � I_ I LI �il il _I J i l I I I J i -L�_ i �E�f CMP i _ I . „ -- _ _ __ _ _ --- __ __ _ __ I� _ i_ _i _ ! i_ _ i _ i � i �� i I I� i - - _ � .S�l T l3 FOR Y3A PLAN VIEIN � I� � i i i i� � � � I i f _-__ _ � � P STA l7 ----_ __ -- _ ___ �,- �-- _ _� _ � � � �_ _� -, � _, - , �_ _ �--�-- _ -� _, ��_ _ �'l ST 16+26 - 5_ T , ws o oi -� -� s E = 53 �EE SHEET 46 FOR -Y5 - PLAN V lEW : : : : I = 350�8 • 11+00 12+00 13+00 14+00 15+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 _� I ___i '- ___I _ _ _ _ _ _ _ _ __ _ - _ _ _ __ _ _ _ _. - _ i _�_ i _i _� i �_ _I i i_ _ --- --- __ - -- ---- -- - _ -- . __ _ __ _ — - - — - -- - -------- ---- --- --------- C�-_ -- - -- ---__ _ ---_ _ -- -- __ __ _ _I _ '� _ I_ _' ' '_ I --- ---- -- . __ -- - _____ _ ----- -_ __ --- - _ _ O _ i �, � , '! , �, __ _ - __ _ _____ _ _ . __ __ - _ -'-�-I-�_ _� _ I----I_ I ri _II _��i __� ----__ - -- __ _---- _ .___ __ _-_ -- - __ ---- . . . . . . . . . . . . . . . . . I I I I I � . . . -YS- � � _ � : : : : : : : : : : : : : : : : � � � -Y� � : : � : : — _ _- --_ _ � �. HOLLY SPRINGS RD j-_ , �, �_,_, � _______ _-- ___ ___ CAT ERz E P � ___ _ � J,_�_ _ _ — _ ___ _ _— __ _ __ , I_ � I_�__ _,__ I _ I_� _ — --- ---- — __ --- _ --- -- ----_ -- --____ . _—. : .- —. . _--- : : - : : ---- : .- - . —_ : .- —. — — _ '__. __'_ __'_ __. ' {— , � {— � I I I I i� I � i '�- 5C- � � i i , i i � _- _ : _- _ _ _ -_ : : __ _ : i � �i i ;_ _� i - -� i '_ _�i I- il i i i- � - _-_ - -- - -. -- —_ — -- - -- __ _ � �, _ _ __ -_ _ --- � __ � �_� � -_� � �_ _-� _� � � � OLD CE ER ST I -- ---_ -__ - --- ____ � _- ---_ _ -__ � �- �__ ____� - - - � � - _I�_i_i � , � �� � �i ��___�� . , _ -�---. --- 1 � , _ _ _- --_ _ _-- _ __ -- _ _ i --�� I I__ �� ,-� �_i- --. I I �-- - I�� _� � I-I_ � � __ - - __ -- -- - - - � I � I � � I � � i i i � i i ' i '� � � I � N _ I I j ! � �` �V � , � � � , � � o , , i +. Pl 29+05.00 � i �� __ _:�� Y��- �-' �_� i_� � i� I�_ �_I__ �� I �-- °o N EL = 39/.94' -- _-_-_ _ ! i --,� �� __ Z__ _, - __�_ _ ---_ �� I_ _ _I I I � H'� I � � �, � � — --� _ _ I _ _ � _- � �- , -__ -_ __ -�- _ _ _ -_ - - LOC LEY D = � � __ � __ I,_ __ �,- � Q i i �C = 470 ! � �- Q � :: : i Pl 23+30. ! �� -- �� � �, � � � �� _ 00 cv �o = ,; - EL = 388.64' r� � I� K l 0 6 �, � � Pl = 23+30.00 ! VC = 490' PR i POS � G ADE � ! � _ cn I � u I '_, ,- i I I � __ __ _--__ _ EL = 388.64' ! - � �_�-_�_ ------- ---- - �_�_�--�__ _� _ � � � � i .�- __ � � _ - - _ ---- � _ , _ __ - � V C = 490' ! - , -- ; ' '� -_ _-_- �� ' ' �, -� ta.- � _ � i _ _ 6 r i EXl T lNG GRO ND v � K 84 ! � e a �-- ---�- ° (+)5 �2 I i I I � � t+) � _ __ __ -- -- -- -- -- -- -- -- - �8-°e i i � � - -) 0 000 ° +) 2 � � ' -�-- � , +)6 3 ��°' � � � � ; � � � � ----� ----- -- i i � � , , � , i � � i ! , � �� �' � ; i �i i i i J� JVJ � I I i__i I I i� I �I �i • � � � � i ' !i I , �- � �- o0 �� � j ���i �i i ii � � ' � �- - - - - - - i i i -I --1- �} � . . . :i _ li! ' ' ' . '� � li ! I I! i I � I I I! �� I! ��� I I I � J � � � � II � � � �� � p � � � � U I '�` + W � i� � � � i � ii -i i il , �i li �I iii ii � _I�, __� , lii i ii�i ii i!i lii � N N Q � �i �i i i-- i i i I I � I, Q Q � � I I I ' I, I � � � � ' i�� I I � � ii i � �� i i � i i I! i i ! I li , ' -- - II --- -- �, - - - - - : I i _' __ i � _ j -- _' ' i __� i II I ' i j _' __ � i _ _ ' 'I -' � i i i ,i i i, � ,i i I�I I� I jii � i iij i i i„ I i i jii ili I � , , , , , � , , SEE SHEET S l7, 46, AND 47 FOR -Y5 - PLAN V lEW 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 � � � � � � � � � � PROJECT REFERENCE NO. SHEET NO. ,� :: � � � � � � � � � � � � ; � L O C H N E R R_2 �2, , 04 � II I I � I I I I II I II I II I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS I I i i i ' , ' , ! ! , Y� , , ! 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 HOLLY SPRINGS RD c919) 571-7111 N� License Number F-0159 ��������y�� �����i o ; � i ; ; � � ; ; � � , ; , ; i , ; i ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N � �\�1tl�I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���� ll �����I �Y _� TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N � I �COti1 LET � 54 I I ° Pl = 35+65.00 � � � � i j � ' j � � � � '! � � EL = 425.12' ',I � ,I ,I �I II I II I ��� ��, i I � II ��� �'� � �� I � i � _ , ' I' I '' I' ' ' BEGI BR DGE � ND �RID (� VC 530 � K= 95 � � S Ae 4.3 SSeB� DOCUMENT NOT CONSIDERED FINAL � , UNLESS ALL SIGNATURES COMPLETED O 2 oe ��e _ _ I � + 5 � _ _ _ � l -)0. 4/0 °e � � _ __ __ — -- __i--- _ I � � � _ — — _ � W '— '- i � __ -- -- Z '— -- -_ __ ' � — — -- i �� �' I I I! ' I I I I I I I I I I I - __ � � �� i i , , . - � � � - _ _ _ _ _ _ � P OPO ED RAD � ___ , � � i i ii i i i i I ��� � � J : : -, �I , � '�I I I'� ' ! I I I I Ii I II II li �,I ��i I I! li I! li I �� � : : : I �` I � _ . � �_� ___� � _ _ i _ i � i _ i �i i I I --�_ i 1 I : : : -- � I_i--�_ I_ __,- I --II I I I I i_--� i___ i i -__ � - �� _. _ r�^ _ _ _ -- _-- __ . _ i i i -- v J _ _ - _ _ -_ _ __ _ � _�_ _il _ il- _i i_ _i i _ _il � I �I -I � -I i il � I_ . _ - I I - -- � I � _ — _ .— _ ---_ — -_ _ __ I � ! _ _ I _ _ I I I I -� _ I l __ i _ - __ . __ _- . -- ---_ _ ----_ __ -- _. __ I I_I--�_ I-- IJ,i_I� _I_ I_ I� I _I, �,i_I I -L I IJ, __� I-----I I__I __ I � I . _ -___ ---- I � _ - __ _-. _ --- _ _- __ - __ __I_ _ ___, _ � __I � ! ! I � I � � -- -- - --. ---- _ __ _ __ ___ _-- , __ . _ _-- . � _ _ I I I I __. _ _ __ _ _ _ _ _ _ �� -- -_ I I I I I I I I I I I I ' ` --_ _ _—. ---- I I I I I I I I — --_ --- �_ _ __ _ _ _ --- . _—. _ _ --_ . —I_ _ . I _ _ _ _ � — __ — _ _,— I I _,- _—I— _i_ I —i I �I _ _ _ _ — — _. _ — _ I I _ — ~ _ — — -- ---. _ _ — —_ I � _ — __ -- -- _- II �_--I i �I- I i I I ----�I_ � - ___I �_ - � � _- _I- -I - - �- �I � �f _- _ _ . _ __ __ _ ___- __ _ _ __ __ _- _ _- __ i _ i __ i i � _ _ — -- _ _ , � I __ __ _ _ __ __ __ � _ � __ �� i i _ _ i �_ i _ i _ � _ i � — _ - - -- -- _ _-- - - -- I �_ _ J I J,i_I _ I I_i_ _il I� , I il I I �,i_ . I I -_ _._ _. -_ _ _ __ _. _ . -_ __ -- - _ _ - __ - --. _ - -_ _ __ iJI JII- I_II _ II - _ i_il II _ il _I � I II I �I II I �I �I �I I_ - — _ . � _ . - _— �I ! -_ _ -I __ _ I _I-II __ I I_ --li I _ I - - - - I I i-. - -I I I I - --I ___ _I I I_-I - __ - - __ ___I _ _ _. _. __ _ _ - _- _ -- _ _-- _- _ I I I__ I I I I I I ! I I I I I I . -__. ---- __ I _. . - __ . -_ - -- - __ _ __ --. _ ---- - __ i _ i i ' _I II_ i i I_ ! I i I I ' i i ' _---__-- ------ __ ._ . . - -___ -- - _ --- -- _-- �- --I I �I I I I I I I I � --. _ _- _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _ -. - -_ _ . -_ _ ---- ---- __ __- ------ _ ._ -- - ___ -- - _ ------ — -- - -. _ ---- - __ � -- . __ � __ - . _ _ -- - . _ _ _ _ - _ - _ __._ --. _ _ -_--_ ,- _-i-_ -I _ _- -- . _-_ I- �. i i- _I _ — I� I. J LI I i _l J.. l I I i J — !_ _L�I � _� -- --- -- _ . — __ � -- -- -- — -- — I �_ _ _l _ _ -- — � � � � � � � � � _— _— __ __ ___— _ _ __ _ _ --- __ __ _ __ �� � � I— �— _ _ — _ ',- - — _ �i � �i �i �i �i �i� '� 'i ��_ _ _— _ _. __ _ _ �- __ _ __ ---__ --_ ----- --- _---_ _ ----_ _ ___�ii __ �_ — �i _ _ __ _ _ --- — � _ __ -- __ ___ II_ �__I _ _ _ III i � _ _ i li I _ I I_i�_I . I _i �I_ I I! I_ : : : , SEE SHEET l7 FOR -Y5 - PLAN V lEW � 33 + 00 34 + 00 35 + 00 36 + 00 37 + 00 38 + 00 39 + 00 40 + 00 41 + 00 42 + 00 43 + 00 44 + 00 45 + 00 46 + 00 _ _ _ __� � ___, _ ---- � � _i � � i _ __ _ — _ _ _ __ _ _ _ _ — _ � __ _� _ I � � _� _ _ _ __ _. _�_ _ — --- ---_ — -- -- _ -- — _ -- . __ _ __ --- — -- — — -- -- -- _ --. ---- --- --- � _ — ___ _ --- -- —_ __ -- — — _ -_ _ — -- ----- — -- -- -- — ---_ _ _ ._ _I _ I _ I_ -- -- -- i I_i i __ _ - __ _ __-__ _ _ . ----I_ � r __i __ _ - �- I _ _ _ - --- __ - - _ -- -- _ . _. _ _ _ __ _ -- _ _ --- - -- : : : - : : - : : : : -: : : : : -YS- ; , ; , , : . : � � � � : : : : : : : : : : : : : : � � � � � . . :: : � � � � � _ _ __ ___ _ ___ _ __ __ _ __ _�__,_ , ,- _ � J_�__,___ ___ , - ___ ___ _ __ _ __ ___ _ _ _ __ _ HOLLY SPRI G RD � �; _—�_�_� �_______ __ _ _- _--_ _ _-- _ _- __ _ __ _ _' _ '_'__ _'—'_ —'—'— ---' _ __ --____ --- ____ ___ _ __ _-- _ _--- ---- — � � � I I I I I I � � � � � � _ _ � � � � � � � �; ___ __ _ _ _ _ __ __ _ � _ _ _ � _�_ _ _ _� — -- _ _. ---_ --- __ -- _ _ — -- . - — — — �� � —r — ___ !_� �__ ____�� _ �____ ___� �_� �_� � �_ _-� � � � � �__ i �, _ _ __ __ _ --- . _ _ __ --_ -__ ____ __ _ _- __: -- _ _ i i � ii i ii i i ii _i __i r i_�__i� i _ __ ___ _ _-- __ -- _ _ ' � — ' � __ � , —I---, ' __ ______ __ _-- ___ __ _ ___ __ __ _�� � I__ li� __ _ — I�_i_ �_i_ �_i_ � i_ i i � i � _� � i � � : � : : : : : : : : : : : : , �i -Y5 - & - 58- . : : : : : i i i � � ' ' Pl = 60+20.00 ' � � � � i i i i � �' � EL = 4/1.84 __ , � I i � -- � - _ . - �_ i_ _j i I -- --- - --_ : -- _ � _ � � _� _-�_ -� - — - �_ I J,_ �,_, , � _ _ I I � , I I -_� � i i i i i � li� �- � i i � H-�I � i i� � i i� i i � � VC - 450 : , _�_ : : - : : - -- : _ : ---- : �: �_ - ,_ I __. - -. ��--_. __. �� __� ,. -_� _- . _ _; _._ _ - _ _ -- i _. _ - _--- K = 86 _ - � � I� , � , ; PR POS D G ADE � � � � � �-10. 4/0 ° I I I ' I I � _ __ i � i i � _ - � _ - ---- -- -------. -- ------- ---- ---- ---- - � � � - ----- I � � �I I I I ' 1._— -- � -- __ ! __ � i ' L__ �-___ __ � Cr� ; LEV �406. 0 _ - ' � - � .— � vi I` li' i! i �� i I Ii ii �i I i ___ � � J � �` � I� � Pl S7�A 5 +50 -Y5 RT _ _ _ - _ _ _ _; - _ � i � T � i � ' ^ . . . . . . . . . . . . . . . . . . — . . . . . . . . .o . . _ � � � ► �. . . � Pl S A 5+50 -Y5 RT � i i I �' i i • +) 3• 406- --' ���� � � --E-L �=- .6 � � � _, __---- � ' � ---� — — -- — — - - - - - � . n. ��.. � . . . . . . . . . . . . . . . �/. . . . . . . . . . . . . . . . . . . � .. � � : : � � : ; �� � 'II ' ' ', 6. ��� , � J i : J + �' � �—� � � ,— �� �� � ` � ' -'� �� I � � , ' � \ �` Q II I�� �- �i ,�'� ��� ,,� I i i� I J Q � � i ,,— ! i � I � � �` �� : i�� i I i�IIi �' iii li � � , ���\ � W �� �� P/ STA 52+ -Y - L ! I� � -� E V= .0 ,, ,. � ,, _- � � __ _ _- ; � _� � - � � ------ -- - -- � � j - - - - - - - � � � � � i __ __ __ �.� -- ---- ----- ------ ------ ------ ----- ----- - ------ --- -- ------ ----- ----- ----- ------ -- ' ----- ------ ----- ------ ------ ---- - l +) 0. 0/6 ` � i � i � � � �_ __ i _ j__ _ �__� � I I' ' I_ __ � �___ i _j � � � � � i i i �i i �i, � �, i �i j I I� 'I I!! I i iil I! ! I! I I!! �II : I , � � � SEE SHEET 48 FOR -Y5 - PLAN V lEW 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 � � � � � � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. � ;' ' � �, �, CULVERT HYDRAULIC DATA R-2�2> >05 � I II II I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER ' DESIGN DISCHARGE = 897 CFS RALE I G H, N c 2 �6 � 2 —YS— DESIGN FREQUENCY = 50 YRS (919) 571-7111 Nc License Number F-0159 Pl = 60+20.00 HOLLY SPRINGS RD DESIGN HW ELEVATION = 367.0 Fi ��T���'1[]�][�IE�]E I�]C�A�T� O EL = 4/1.84 -� �= - ' SUNGATE DESIGN GROUP P.A. ��� N��� ���E ��� �,� .�C��r�����N . BASE DISCHAf�GE _ 1074 CFS � • , " � V C — ��0, � � + RALEIOGH NORTH CAROL NA 27606 _ HO Y R N R BASE FREQUENCY = l00 YRS ���t�/i � �]�]�][���'][��TA�]�� ][�I[�A�T� � /` — UU i �f'ISL l l� L LL V HT ��N — �UB.�_ l l TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 �(� N�°Jf' L75� 1F�I3 C�N571°R�JC7['d�N � I� I i 'I'I il i'I, OVERTOPPING DISCHARGE _ 1360 CFS I I I � �� ��I i l I OVERTOPPING FREQUENCY= l00 ± YRS � (-) 54/0 e �! I � I �'� OVERTOPPING ELEVATION = 369.8 FT � DOCUMENT NOT CONSIDERED FINAL � -- -- ---- - UNLESS ALL SIGNATURES COMPLETED � -- -- -- -- �� � S� � II II II II II II II II c � � U � �� i i I I i ! I I � a ` i i � � ��� I i il II i il , �I! I il I � � � � XlS !NG RDU D W ' � � , �� I � � �` i i l i' i! i i i �I� ' ! li I i i' i ! � � ND RAD Z , ` � - J I i i �\� i i i I i ; ; i Le el8 � � � � �I �, �� � �, �, I I I I ��� ; I, ', � I Pl = 69+10.00 / ST 69 50 -YS- RT � '�i ' � � �� � i �� � � _ _ _�� '� _ i � EL = 360.49' � � � _ _ -- : --- _ - - ' ! , _ -- ;I - VC = 580' � P STA 69+ 5 - 5- T �_ _ - _ _ __ _ __ �� � �� �� _ __'� '� i � � � �-'� ' �� l ST � 68 f l-Y L K= 49 E/�--�360.2 i � - - = 6�p , V _ _ _ _ _ I I i �_L_ i _L, I I _ - — -- - -- — -- - � � - - -- - __ _ -- ---_ _ ----_ __ __ _ _ � I_ _ , , _ �,_'� I � � '� �; __� � �, � � V = 35mph _ _--- _ _ __ ___ _ --- _ __ __ _ _- � , �� �_ � � ��-� � _,_ - - -- - --_ ---- - --_ _— _ _ _-- _ ___ I � ' _ I� , `. _I i �� '� __ , I EXI TING ULYER S �� _ � , _-- -_ � — ,� � � ,� � � � il il il il il _ � � — .� — — �'� --_ _ _—. ---- _ _—_ _-- _ _-- . --. � _ . " - � _ � � _ , „ _ _ _ __ _ _ _ � --, _� yt/ � � i / i , _ _ , .-_� 5_.5 � �+ _ _ __ _ __� —_ �_ o __ __ - _ ---_ _ - __ _ - __ __ __ __ � I�i- ' --- i i _ ___ -- _ - -- ---- � -____ _ . - � , - - - _ i _, � ) _., o i' LEV 370. l i � � � �� : : Pl STA 6+6, Y5 LT � i °-____ i O,.°- � �"o � __ __ _ _ _ __ __ , , _ � __, , � _ E =3 8.42 .__ �� p0 � � � � V ;- . W EL ON 1-9-18 � 0 , � _— __ _ _ —_ __ __ I� _ I� __ � I - • i ° ol I _ -- -- � ; � � --- I I_ (+) 0 85// - --- -- - _ � I �_ i i J,_ i _-- __ i �_ � i �_ _ _� - -- , � � - � I _ Pl S A 6 +36 -Y5- RT _ __-- -- - __ - ---- _ _ __ _ - __ _ _ _ __ _ _ _ _ _� �_� � _i � � � � � _ - _- _ _ � i � I _�i i i i I� i �i �i �i �i '� i , I �i � _I __ _ i _I_II __ li li_ __�; i _ i i i i ! - -_� __ _ _ I i I� - . � , , _ _ _ _ --- ! - ! --- -� 2@ x8 RC C _ --- _ --- __ I I I I I I I I I I I � I I I I I I __ _ _. _. _ I I__ I_I I I__ I I _ ! ! i I ' . - - --- -- - _ _-. _ ---- - __ �I-1 I_--1 '� _ I I I Pl S�A 6 f56 -Y5 LT , -- __ _- _-- �- --� � _ -- _-- _ _ � � � �_ �_� _ � � _ � _ � -__ __ _ ___ _ ---- - --- __ ___ _ ---- _ __ � � � �� � � � . � � i-ii . i i- � i �� � ----- __ _ __ --_ _ _____ _ __ __ _ ___ �i_i_____ _ _ -____ _- _ ____ _ -- --- -- ___ _ ___ I ----- _____ _ _� _i _ I I � _� ___ � ST 69� p _ 5_ T _ ___ _ _ __ _ _ --- __ � , _ J i i i � � _ � i �_ — — — _ _ II il I_ —�I _ I I� � II II I I II I �I �I �I- — -- - I LL V �36�. 5 � . _ � -- . __ -- —. _ _ ----_ . _- -- _. _-_ II-�_�--I_ _ -I _ Ili �-- - _i li �I I -_�-_ i . _ - i j-i�-I I i �II I . �--II- _ ----- _ --- - - - . ---_ SEE SHEET 49 FOR -Y5 - PLAN V IEVV 59 + 00 60 + 00 61 + 00 62 + 00 63 + 00 64 + 00 65 + 00 66 + 00 67 + 00 68 + 00 69 + 00 70 + 00 71 + 00 72 + 00 _ _ PIPE HYDRAULIC DAT A I ___ _ - _ _ _ __ _ _� i i_ _� - i _ I __i_ _ --- --- __ --- ---- ___ _ __ . ___ __ O _ -- _ -- -- --__ _ - __- _ . 48 RCP Sta. 14+6/�YSA- _� � I � -- 'I --- ---- -- . __ _- - _____ _ --- -- - --- - _ _ - _ - „ ' �- _ ._ � __ _ : _- _- _ - - i r' i __� ----__ - -- __ _---- _ .__ __ ._ -- - __ ---- � : : : - : : : : : -: : : : -YSA- : DRAINAGE AREA = 22 AC i i i i i DEsIGN FREQUENcr = 5o YRs KI LDAI RE FARM RD i i i i i N _ __ __ _ --- DESIGN DISCHARGE = 70 CFS ; _- -�_- I - . _I � _ --j-_-� _ _: -_�_ : -- � _: _ _�_: _ -_�_ j Q _ - i __ _ __ --_ DESIGIV M�V ELEVATION = 394. ---- : : --: 5 FT �-�- --�- - --' �-- � - - -- _. --- __. _ _ _. _ __ _ a __ l00 YEAR DISCHARGE = 75 CFS I I I I I I(+) .1082 � � � , ,_--- - � � � _ �- l00 YEAR //I�I/ ELEV AT lON - 394.7 FT --- O i _ � � � _� — — I I f __ � �_ _� � _� �_ _� � �, �_ _ __ 5A ST Ae 0 3.00 OV ERTOPPING FREQUENCY = 500 ± YRS __ ___ _� �_� � _ - _ _ � ,_ I, i� i i i-I �i li li i i i li _il __ il� � ii --I �- ----_ _ i __ i� I I - — � _ - -- Pl = 12+00.00 �V ERTOPPING DISCHARGE = 240 CFS - _I- _ _ _ ' - - - - i i_i_ _� i i! i i_� � _� ___ _ i ___ � ' i-- -� ! _ _ -- - _ : : : : : : : : : EL = 4/9.80' OVERTOPPING ELEVATION = 4/l.4 FT i _ _ � � i i i i � : : VC = 200' ____ _--- -- -- -__ ---- ' _ ���I_� i i ----�--__ ___ �---- o i _ K 224 � � � i -- , ---=---- -------- ---- --- ----�--- T�+)l. 500 Z _- — _ ___ � � � �_I _ � -- - _ _ _ � - - � I � � l+) 0. 98 e � _ __ _ _ __ —�.- � __�i ,. . _� _�i i i . _ _ ,• - - � � ---- __ -__ ._I (+ 2.10 ��� � � � ���� � � � �� � � ii I i i . I I � N � I � __ ___ _ �-_�-_ __�-_ ___�-__ ��� _� _�-, __�_ _--i I N --- __ --- -- _____ __ Q� J _ __ ____ __ __ � � � � PRO_ OSE _GR DE � � � � � -- _7-- — � � � Q i � ii __ ---- ___ � _ __ --- �---- i i � i --- -- i � I I I � � I � i � � � � W � � � �- _ �` � � � I + j \ � �� �� �� , i , , , , , � N ``��_�� j I I, I I I I I I I � I li I I I I I I i Ili I li Q ♦ �'� � ~ ` ,_-� / (~/� v% � ♦ ' ___ � p, � O �`, ` ''� i i � ~� �.� (- `�,5� '� _, i -- - i �/ i ��l i i i i i i �i �l � i i I II ` ^ --�. / I����'' ��-, �2.7 /g° , , , _ , I ', , l i l l i , i � , � / ` � _ � � � � � �o , W � � �-- ��`1 � ' �� �� ; „ , � i li II iii il Ii i II li � i II _ �f I I I_— . I I I I � I _� I I I I � : II� i 48RCP �� li I I i il� � I ! I N � � p�j I � � � II � �i i I � i i i �i i i i � � ! I -, -- �----, ! I ! ' ' ! I - - - - - � � � W � � � : � � i � , i � � � I_ v� �__� � I I I � I __� �__ -I � � � � �- i i i i �i, � �i � ' I III I I I I i I I�� i II III I — SEE SHEET 48 & 5/ FOR -Y5A PLAN V lEW 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 � � � � � � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. �� i i i i i I i ; i r R-2721 106 � II I !I � � I I I I I II �I I III I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � Y�A ' �! ' ! � � ! 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER KI LDAI RE FARM RD �919)I571� 7111 2�6, 2 NC License Number F-0159 �������s�s��s ��e��� o -Y5 - � - 5K- ,I - , ; � , _ ; , i i , ; � ; ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N � I V I Y G � Y��L . '' 905 JONES FRANKLIN ROAD ���������� ll �����I �X , �� � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 \rt I/ RALEIGH, NORTH CAROLINA 27606 Pl = 24+85.00 I I I~ I �� N�� LJ�� ��� �����R�.T����N �I : � �� = 44 �89 : : � i i � ! E D G ADE _ , � _ ' � � � , K = l58 i ' ! ! ! I !, '� I I II I I�, I ', ! I ' i ', , _ _ o � � ROP SED GRA E , EL 450 4 � ' I � Y� B� DOCUMENT NOT CONSIDERED FINAL � � _ �')O. 282° � SAN C RO FT D R UNLESS ALL SIGNATURES COMPLETED � I ° __,_— -- -- -- — , � i � )2.10 2� �_ --- ---- i ; ; � , , �_ _ — — — — — — — — — � � , i i —_ i �I i i i �i i �i �i �i � �i ,I ,I ;I -- —� I� '_ _� I , — e I � � �l i i -(� ) 0.7 62 °e �+'' i B Gl GRA Z � � �� � �; � � � � N � � _------- ---- XIST NG ROU D �� o � � � � � � � �� � � � � �� � � � �� � __�------ e o �� � i N � I , � E 4/20 3 --- --- �(+� I. 5 0 0 ��� o� Q� � ° Z i �, iQ� �� �� ! i i � J � i� �� ii � � i i o i � i ! i i � � i i � Pl = ll+10.00 PR ' POS D G ADE � Q ii � ,, � � , , �, I I �� � I EL = 4/0.50' �� �i�i� + �i Il�i �i I I�� �i �i�i l� v � �� �� W � W ao � ii �i � � � VC = l00' Pl = 12+75.00 � ' � � `v K = 58 , EL = 408.40' : � O W � N � � 'i �i—ii _. _�i �i — I N _ _ _ --- -- i V C = /70 . _ _ _ _ _ _ _ _ _i_i __ i i i ___ �__ � � __ _ ___ _ ___ _— — � � 0 'q � �_ � � i � f'' � i i_ i � i � � � � i � � � i � �_ � _ _ _ __ -Q � � �n _ � � -� � � i -� -� � i � � _ - — -- K = 32 i -- -- - � - - , N - __ _ _- � � � � I l � � _� _ I l __ _ _ �- _ -- _ __ _ — _ � _ _ __ -- _ __ _ �_ I �_l I I_I I_ � I I I I I � __� I--- —I _ _ _ _ _ -- - I - - -- - I � _ _� _� _ _ I I I - - , � , �� �� � � � � � � _ _ __ , _ _ _ __ __ _ __ _ _ _ _ _ _ , _ __ , _-- - - -- - --_ -- - --_ Q _ _-- _ ___ � � _ � � __ _ _ _ (� �3� e , _-- -_ 0 � il il II II I I II II II II ��,,, ��� i�-��. 7� I• � � �+ . . . --_ . . . . ._ _—. . . . . ---- . . . . ._ _—_ . . . . . . . . .� . . . . _. . . . . . ._-- . . . . . . --. . . . . . . . . . .. . . . . . . .. . . . . . —.- . . . . .. .--I . . . . . II . . i . . i . . . . . . . . .. . i . . . . . . . . . _. . ._ .. . . _. . . . _. _ -- . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . . . . . . . . . . � _- V•6'O . e . . . _. . . _. . . . _ . .-- --._. _ �,--I._ . �,:. .�,— I / . . _ . . _ —. ._. . . --. . . . ._— . . . _ . . _—. ._. . ; , . -- -- - � _ � � , �g - - , , -- __ _ - ---_ _ - __ _ - _ __ __ __ ; �---i � ��- �----��_ i _- ___i_�_ �� __ ; �---i- -�i---,-�� __�� __-__ ___ __-_ --- : -- : -- : - - - : : - : _- . . _ _ _ _ _ : : -- - : E lST l G G OUN __ -- __ _ _- __ -- � _ � __ �� i i _ _ i i i _ �` I � — _ ` I �,_ I J,i_I _ I I_i_ _il � , I il I I �,i_ . I I -_ _._ _. -_ _ _ --- -- -._ . -_ __ � - - -- -- _ _-- - - -- _ I - --. _ - -_ _ _ _ i -I JII- I_I _ II - _ i_ il II _ il _I � il II I il il !I II �I I_ - — _ . __ _ . - _ _ _ _ -I __ _ I _I-II __ I I _ --li I _ I - - - - I I i -. - -I I I I - --I __ _ _ I I I _-I - __ - - _ _ -- __ _I _ _ _. __ - -- _ _-- -- _ I I_I__ I I I I I I__I_I I I I__ I II I I I! I ! I I I I I I .-__. ---- __ _. - _. .- __ � __ --_ _ , , , Y5B ST e /4+ Ov00 ---- _ __ _ : : : _��i �i �i :. _ �i �i _ �i �i �i _---_ _-- -- ---- __ ____ _ __— __ __ _-- --_ __ -----_ __ ___ I_ : _I _ -- _-- _ _ i i i i_ i_i _ i i _ i ____ ___ — ---- ___ _ —__ _ � � __ ___ _ ---- _ __ :. � � � � __ � � _ � _---__-- ------ __ _--- _ --- -- _ __ _ __ _ _ ---_ _ _____ _i i_ ___i___ _i ____�__ _._i _ __ __ _ ___ '--�---_ �_ __�_, �_ _ _ I �. -1_ -1 LI I I _I J_, I I I i J _ i _ _L� I � . -I -------- - -- -- — __ --- _____ ----- ! ! — —! _I _ � � � � � � � � � ____ __ __ -- ___— _ _ _ __ _ _ --- _ __ __ _ __ '� � --� SEE SHEET 48 FOR -Y5B - PLAN V IEVy i_ �i_ _ _ � �_ �, �i __ _ __ ---__ _ ----_ _ __ i i_ __i _ — _ —_ _— --i i � �i �i �i _�i_ �i� '� 'i _' ��_ — _— --. — — —_ _ -- __ ___ i— � I i I � I , , i i _; _� . _i — i i—��_� _� _, �i i _ i_ _ _ -- — --- — __ . -- -- --- — — : : : : SEE SHEET S 5/ & 52 FOR -Y5A- PLAN V lEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 11 +00 12+00 13+00 14+00 --_ _ _ : _ __�_ _'� __ _ __ I ---� �-- -Y5 E- _ __ _ _ i _�_ i i_ � � �_� i _ i i i � ---- ___ _ -- . ___ — _=_ _� i �_ __ i _ _i _ -- __ __ — — — — _ __ __ i -- � i _ -----_— — ___ _ — -- -- — -- — — _ __ _ �-- _I _ i _ i_ _� _I � i �I I_ � � �i __ _ — — _ . __ __ - _ I J�_ ��i_ _� _ I ----I_ I rl� ___� I i _ i Y5 C ' _-_ _ -_ �' - � '- � BE�� �R �oE CATH E RI N E PL -�__ __ :�-. -- - -�- : ,- ,-� , OLD CENTER ST � � � � : : : : : : : : : : : Lo 4 3079 i Pl = 12+50.00 i i i : : : : : - ___ � I� �-I�� I � �,�--I-� � �I__, : : : : : � � �---�- - EL = 4/5.29' _ _ --- -- - _ _ - -- -- _ _- - - __ _ __ __ __ _ __ _ _ __ _ ---- -- - EN GR DE I K=/7 I I I - - -Y5 D- _ EL, 9/,3 � � � Pl = 10+90.00 i e � ' ' __ __ _ _ � '-. i -'i i i_ -�[ i i i- ' -i__ i ' � I EL = �i05.52' _:- � (-f-) .0 � _ ___ �� �A � LOCKLEY RD ' �� _�= - __ -_ -- _--_ -. --_ _ �� _---- � _ --- �- _ -_ - , __ � � � � � � � � _ � — VC = 70' __ �� — __ __ __ _ _ � i --�� ! ! i ! ! i__ _! i _i ! i �___� ! ---- i _ _ _ ___ ___ _ -- — _-- Y5C ST e 1C+0 e00 � � � I� K= 44 �+) �.I �� : : : : Le 3 2e96 : : : : : : : : : , : : : : : : i i i i i � � � � � o i i i i __ , � � � , � � 3g � o EXl TINGi -- __ _— _ _ �__ _ _ - �- �� ,—�I _ i� I_ _ _I_i i '_ii I i_� i i� �_I _ . .- , Pl - 11+65.00 ' ---_ I'_ __ _ ___ - H�� � � � � I�_ --�+�.1� 1� GRO -�1LD ___ - —__ _ -_ ___ _ __ _ __ _ ___ - - : ; EL = 390.16, _ . '�._�_ . � � �� __� - __, , � � I �� , �, 8, : . __ VC - ll0 BEGI GR DE -- �� � � �o K=/7 - - e e � i o � � � � I ELe 7/e48 _ ti i W� -- -- __ ROP SED __ � �-_�_ _� _ o � u __ --- i i_ _ _ ._ __ __ _ _ __ ___ _____ __ _ __ —� �� i ' -- --- ----_ Pl = 12+00.00 - '� ' � � ' ' '� '� '� -- � — �- I EL = 38/.34' �� i � i i i ��4 --T-- -- VC = 50' ii I � W I I I I �'' �_ (+)2 00 � Pl = 11+00.00 K= 8 i� i ` � i e J S9 S�� , EL = 373.43' W � ND RAD� — �i i V C — l4� �i � � i � � �i � � _ � � � � �i /� e K = 26 ( �-)2.0 � ' ' � � � � Le 4/ 04 e�e , , i GR UND P OPO ED � k �� �.. � � � � G ADE� �, �; �I�� ; �� � - - -- ----- - --- — _ ' - � i i �� �� � �i �� �i� — — — — — l ST ll +8 .38 Y5C RT : : �---- - I � i i i LEV 385. 5 y .60�0�° ND RAD ; �� � �8-�� /2f �� �i� �� I�i � �, , �i _ � � Pl STA 1+00 -Y5 - R I'� i I Le 38 e86 � �, � i � � � � � � i, �, � I �, E V = 90.7 ! ! �I !!, � ,, — �i , !, �� ! I — — — — — i i i ' EXIS lNG GRO Q � I ; I' i__' � SEE SHEET 47 FOR -YSC- PLAN VlEV1/ � _I ' '�, � � I� I� I �I ��� � � ��, � �, � � ��� �� � SEE SHEET 46 FOR -Y5D - PLAN V lEI N � �, , , : � SEE SHEET 47 FOR -Y5E - PLAN V lEW 11 + 00 12 + 00 11 + 00 12 + 00 11 + 00 12 + 00 � � � � � � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. � i i ; i �� ii i �i ii i �II �ii i � li� I i i�i i i �i i i R-2721 107 -�j II I II I I I I II I I II I II II H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ! ! ! ! ENGINEER ENGINEER 2840 PLAZA PLACE SUITE 202 � � � � � � , RALEIGH, NC 27612 �� � (919) 571-7111 NC License Number F-0159 ��������y�� �����i , , i � � ; , ; , � , i , � , , ; i , � i � , � ; � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N �\�1tl�I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���� 11 �����I LY TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I i � I I I I I I I � I I I � � I , � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I _ 5E_ PI = l2+OO.00 DOCUMENT NOT CONSIDERED FINAL CA HERINE PL EL = 4/6.SE� ' ' UNLESS ALL SIGNATURES COMPLETED VC = l00' Pl = 18+40.00 K— 23 I� , i i I _ _ i' '' 'I i i EL = 4/3.66' — Y 5 — S Ae l l 5 0° 0 � � � � � i i i � ; , � � C = l 4 0' T R O P S E D G R A E E =40 �.87 ELe /4.8 K — 23 +)3• 4��/ l— 0.50 0% E � V= 7.3 _-- —� __ , _ o � �— _. -------� __ _.� -- —_ _ __ _�. —� � • , � , — ----- ------ ----- ------ --- - ----- ---'— —=- =— � - - `_ � �6, E =40 .00 B GlN RAD � � � —I 0. 022 e T _ , � � , _— _ -__• � _— — I� � � 4 38 �;�� -- •�� EL 399e 2 � � �I': ; i i I� O �I i i�� o �—__ � � �i�i I'� � jl � � i I I�,�i �i�i — N �, I �i �i \ il ! � � I �i �i �i �� � � � � � � � _ _ � �_� _ _ _�� �� _ � � i _ _ � _ _ i i I i I i � W' i � � ' p I ��� _ _ : : : :--- -- _ _ _ -- _-- __ I J � � . _ i--- i _ I_I __ I I I __ _ i _ . -_ • � i �fi � � � - � _. _ -- - __ _ - _ _ -_ _ __ - � �_�_ _il _ _i I i_ _i i _ _il - - -- -- - � il il JI i � _ �I i il � - -- - - --- � � _- - _ .- _ ---_ - I � ! _ _ � _ I I I I Q _ I __ - - -- _ - __ _ � � - - -- _- . -- ---. _ _ ----_ _- -- _ I � I� i �_I Ii L li li J__ + I _ li � �� _._ _ _ _. . _ � _ _ - _ - -- - -- I I--�_ I_ _ I _I I_ I _ - __ _-. _ --- _ _- _ _ i _I_' _._ . __ _ _ _ __ _ . _ _._- _ -- - --. ---- - --_ _-- . _ � i i e i �" � � --- - - _-- _ ___ �0 _ _ _ _ _ _ _ �� _ __ _-- -_ -- - --- ---- _ _-_ _-_ . II I II � _ I I __ I II II II � II II Q _ _ �� � ``�� _ _-- . __. _ _ ___ � l__,- , � I -, I � '�, __ _ _ __ _ _ ,-_I _ _ _ � _ __I_ I _ _ - _._ _ _ � . _ - - -�- - � -- -- -- _. _ - _ ---. _ _ - -_ _ - __ -- _- __ �I � --I I� �I- I _- _--I i_, i ii i_- � �I- --,- �I � _ _ __ _. - � . -_ __ _. _ . _ _- . _ _. . __ � -- - _- _- - _ -_ -_ _- i _ . i i � _ _ _ _ _ � -- -- i i i I I I _- _- - _ -_ __ _- _ . ! _ _ _ _ -- -- I � I �,_ I J,i_I _ I- i_i_ _il � , I il I I �,i_ . - -_I I -_ _._ _. -_ --- __ _. _ . -_ __ -- - _ _ - ---- - - -- -- _ _-- - - -- _ _ � - --. _ - -_ _ __ i -I JII- I_I _ II - _ i_ il II _ il _I � I II I �I �I !I �I �I I_ - - __ _ . - _- �I ! -_ _ -I __ _ _ I _I-II __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - -- ___I _ _ _- . _. _. __ _ _ - ---- _ -- _ _-- _- _ I I_I__ ! I I I I I I __I_I I I I__ I I _I I I ! I ! I I I I I I . -__. ---- _. - _. . - -___ . -_ _ -- - -_ __ _ __ --. _ ---- - __ i _ i i ' ' ' _�II il il . il il _ il il il _---_ _-- -- ---- __ __._. _ ._ . . - -_ __ -- - _ --- _-- --. _ _- -----. _- --_ I _ : _ I _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _. - _ -. - -_ _ . -_ _ ---- ---- __ --. _ ---- - __ _ i i � i __ I I _ I _---__-- ------ __ _--- ._ --- -- -___ -- - _ ------ ---- -- . __ --. _ _ -_--_ _I I_ _. -I-__ _I ,-_. -i-_ -I _ _- -- �--'---_ - _ -_. _i- . - . _-_ I� _I_ J LI I I_I J_, l I I i J — !_ _L� I � =I— -------- --- -- —__ ! ! _ _! _l _ --- _____ ----- , _ ___ _ _ __ -- ___— _ _ _ __ _ _ --- _ __ __ _ __ '� � i — — ' �— I_ �I_ _ I_ i i_ i I il I I � il il il -il_ II I �I �I _� �I_ - _- --. - - -_ . I -I__ -__.- _ -. . _- I - . - _ _ _I--- _ . --_ _ ---- _ _ _ . -- - --- -- - ---- -- -- II �,� I I I� I I i i I I__- i- _I . j 1-��-, I ��I I I -- _. __ - -. _ _ _ _ __ _ __ � � � SEE SHEET S l7 & 47 FOR —Y5F — PLAN V IEVy _ _ _ _ � _ _ _� _ -- -- _._ _ _i � � _—i i ___ _ — _ _ _ __ _ __ _ — _ i __ _� _ i i i _� _ _ __ . _. _�_ _ - _ --- _--_ --- --_ --- _ - . _-- __ --- — -- — — -- -- — � � — -- — -- ---__ _ ---_ _ -- -- __ __ _ _I _ i _ I_ _� � _I � i I --- ---- -- . __ -- — _____ _ ----- —_ __ --- — _ __ _ i �, � —, � __ _ - __ _ _____ _ _ . __ __ - _ -' �-I-i_ _I _ I----I_ I ri ___I __� ----__ - -- __ _---- _ .__ __ _ .__ -- - __ ---- -- : : : - : : - : : : : -: : : : : -Y5 H- : _ i � i � � __ I � � � � I I I : : : : : : : : : : : I I I : : : : : — _ _- --_ _ �__I_ I__ � J_�_ ___ ___ _ -- — -- — __ __ __ — -- — __ _-- _ � � � �� I�� �� � � I�� : __. : :_ _-: : -_- : : - : : -Y - : :_ __: ___ - -. -. _. . . _ - - _. _. . __ _. _ -Y5M- . _ _ __ _. : _.___ 5G H O LLY RU N RD Pi = i2+5o.0o Pi = i3+5o.0o I I I EL = 446.06' EL = 448.00' � � � � � _- _ : _- _ _ _ : � '- � � _�_ _ � �_ _� - C = /20' C = 50' _ __ V V _ — -- __ __ i, _ _ __ _- — : i —_ i __ � ii ii ii __i ii . K 83 K 7 — -- -- ---_ —_ - ---_ _ -- _ _ �_ _. _— — _ --- �__ __ _ i _ � — — _ — --. _ _ - _ -- — i — —_ _ __ - --- - _ _- --_ _ _-- _ __ __ _ � ' _I�_I_, ' ! -- - -- _ I I_--� I__ I_i �_I----- I-- _ i _. -_ __ --- --- - _. i I I I I I I I I I I I I I I I ��— � I I I I __ J ,p o -- _ — � -- ' ' � / __ ; _ _ _ _ __ �, - '�, �—'I _ �� I_ _ _ � -- — ---_ � — — e __ -- — __ � — — — --.� ---- (—���.9-� � � -- — ---- : � , i —(-�j , p �' __— _ _ _ _ __ _ _ � � . - _ -- ---: - — .— -- --- �:—� � '� � `—�-- --�"-- � — — � � � � __ I--_ ^. � � � � � � ,, � � EXl lNG GRO ND � i i __ _ __ _--__ _ ---_ _ _ ._ : — -- -- __ -- �—i --�� i _�il — i_i —_il_ _i � _—i � __ __ ----- __ __ __ --- —_ _ ! -- ---$� - �� ---_— --. — . -- — -- — -Y5 - T Ae // 50s0 i i i � � Pl = 11+00.00 BEGIN RAD � BEG N G ADE EN GR DE ND �RAD � EL = 407.45' —Y J— — � — —Y5 — S Ao l3 7500 —Y G— TA, l+99, 2 ; Y5H ST e/3+ 1e80 � VC = 90' � EL�e 408 49 — — ELo 14e59 ELo 3990 4 �' � �I � � �I � �I � � � ' � Le 44�.40 � K= 48 � Pl = 12+45.00 _ � , l ST l4 00 Y5G RT , EL = 409.68 EXl TlN GR UND B GlN GRA � E ; VC = 60' — 5M— STA 10+5 000 K— 26 � � �i � �i � � � � � Pl TA l+33 —Y5 — R i� � �, I� i � ilii I ;I ii; I _ e � �� � �i��� iiil i i ii i i i �� � �i �� �I — — — _ _ E V —4 03 : I � , , I � , , , : , a 40 0 ��— i--- , , —T — __ __ � ! 3°e �_� � e 4 --_ � °,, J 727 — --�_ _ _ � o I ---- J8� _ _ _ ; _ . , l +) .3054% +)2•1 45 ° , I ,�lii i ii�i �ili__I.i li li �i �iii !i i iii li i �— I I„ I ,, , I , ,,, ,� � I ; ; ; , , E N GR ADE � � P R O O S E Q P OPO ED GRA E —Y —�T A, ll 48,8 � � , I ST A l4+ —Y G— T ;� � � � � i '� ; ;,� ; ;; �� ELe 08, l i LEV — 05. � � � � � � � � � � � � — — —� — — � l ST l4 00 Y5G— LT ND RAD , e � � � • Le 4 9e59 SEE SHEET 49 FOR —YSG— PLAN VIEVy �'__i '_ �I i�--�� I II iI' � i__ j ' ' � ' � � � '�, � � SEE SHEET 5/ FOR —Y5H — PLAN V IEIN � I' I lii I i iil I I'I I i I lii I !I !II ! I - - SEE SHEET 50 FOR Y5 PLA lE M N V W 14+00 15+00 16+00 12+00 13+00 11 +00 12+00 � � � � c� � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. �� il II I II II I I li i i i I i ; i r R-2721 108 � II III II I I II I I I I I I � II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ! ! ! ! ' ! ENGINEER ENGINEER , , , , , , , 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; � , ; ; � � i ; ; � , ; i , ; , ; ; , ; i , ; i ; ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N �\r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N : : -YSI- ,, ,; �� � � � � � �, , , � � � � � �I '!I,I I I li,�, �� �i i��� II li �' �'�' ' �' I � �� '� I � �Y5 K� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ; � � , ; AVIARY CT . . i� � il il il I l il i i l il i il il �l i il �I il il ■��_ , NESS DR �� I� �� ��� � �� ��� � � I�� � � � �� � �� � � �� � ENL� GR DE -Y51 L - Ao l +400 / EG I GR DE E G pDE i i � i i i' ' � ELe 5/00 - - o e - _ ` ° - '� II'� I I'�I II I' ' 'I I ' Lo 3 � e63 Pl = 14+25.00 EL 379, 3 � � � ', ; �� PR POSEI D G ADE EL = 389.35' i I ! � Pl = 11f75.00 � � � � _ � _ _ � _ EL = 448.2/' _ ------ : : : : EX STIN GR UND VC = 300' � � � �- Pl = 10+65.00 - � _ _ _ _ : K _ � _� i � ___, �_ _ � VC 50 EL = 444.50' _ -_ _ _. __ _ ___ __ __ _ ___ _ _� � �_ _ � . _ _. K = 20 �5 � -I -- --- __ _ � i i� � �i �� _ _ _-_ __- -- -- - __ _ __ I _� �_i '� 'i � � ' � � VC = 80' _ _ __ _ - - -- -- -- �.- _ 1 � � �_ � �� ,I ,I K = /5 - __- -- _ � e � 6 �e - _ __ _ .- i � ( )2•I --- -- — --_ , _ _ _ _ -- -- __ � , _ � , , a , � � � _ . �— � _— -- -- � . �J . .. --- � � 4 _ -- _ . e -- � � , � ./p , �� _ � , _ i i � ��O i _ _._ -- i _ _ -- -- -- -- — � --- _ --- — — --- ----- -- -- - — -- -- — � > — -- , � � � � I-�� i i— : __ : �_-- `_ _ - I� J __ . __ --- --- _ _ i _ � _ �, 9 _ Pl = 12+20.00 �_ _ _ i . i i : : : ___ : � P OPO ED RAD � - �, , ; � �, EL = 449.64' : -- : : - : - : : - : : � � � � � � � � _ j �� = 4�' � - � B GlN � GRA E -- - , , , �, ; �� �, � J�-I � _-- - __ _ K = � � _ -- - - - -- -- _ _-- - _ __ � � - _ _ _ ___ _ - __ - :_ __ � �- = �_ : _ _ : _ _ , _ � � , � , ��� , - - i � 5 � _I __ _ — I_II __ i �_i__��_i II i i i I- _- - Ee41489 -- --- _ -- _ � � � _-- -- -- A DlT l NAL I SUR EYS NEE ED ', '_ _, ' '' , I d i � -: - � BEG N G�'ADE __ ___ _ ---- _ _-- --_ __ -----_ Y5 - STAe ll 50°0 __ ___ � ---� � _ � - -- _-- _ _ � � __ ___ _ ---- _ __ _ � � � � - � � - � -:-: _ :- __- - E __ _ -- --_ --_ �--�--�-_ _� _ -_. _�_ _�_ _� �_ _. _� __ _� _ : _�_ _�._ _ _ . -- ___. _ __ _ i E 5 0 - -- -- --- -- - Y5K ST ll + Oe00 SEE SHE T l F R-Y5K - PLAN V lEW i!- -� _l _ I� _I_ J LI I I_I J_, I i- i I J _ ,_ _L� I � , �° _ I — __ _ _ -- — _— — — — _ _ li JI il —I _ li I— — I II I _. — III_ _�I � ill I � i i il � e _ e -- — -- — — - -- SEE SHEET 52 FOR Y5L PLAN VIEW __ __ __ : - -__ : XIST NG _ ----_ -- -- - -- ��- �-_ _ _� - '� i � �_ . � -� � , � � � � � � � E lSTI G Gf�OUN _ _ __ — --- SEE SHEET S 46 & 50 FOR -Y5/ - PLAN V lEW 11+00 12+00 13+00 14+00 15+00 11+00 12+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -- - -- ---. _ _ ---_ - -- -- _. I I� �_ I_I I ,, I . --- -- -- __ -- - - _ - _ -_ _ _- _ _I _ I _ I_ _ _I L I I_ I J,i �,i -, i i i --- ---- -- . -- -- - -__. _ _- _ - -_ _ __--_ _ _ . -_ _. - _ -_�_I-_ _I ri ' _I _ , ----I_ ---I- � _ , —�-I- __i ---- __ _ _ _ _� , - -- _ _ _-- -- _ . _. _ _ _ --- _ . . . . . . . . I I I I I : : . . i i i � i � i I I I I I : : : : : : : : : : : : : I I I I I : : : : : - _ _- --_ _ ___ _- �--I_ � I__ �� J�_�_ I_�_� -,_� I � ,--I , � � I ,_,- ____ _ _-- --- -- -_ _ _ ___ _ -- - -- - __ _ __ __ _Y _ : __. : ._ __: : _-_- : : _ : : ___. : ._ _-. : -_ : :- - -- - - 5J _- __- f-- . __ � _. _ _ _. _ _ . _ _� __ _. -�-- � � � � � � � � � � _ _ � � � � � __ � � ___ -- — _ _ _ —_ -- _ i —_ _il _ i _i_ _I ' i �I _� — il �— II � i i i i i i --_ — — — : — — -- -- --- --- . — _ — —__ _ _ _ I� _ ___ —. _ --- I_I I__ I I I__I I I_ _. —_I I I _I__ I � I_ I I —__.—I _ _ —_ _ — . ---_ —. — — --- _. . — _- — I I i I I I I I I I I I I I I I I I i I — . __ --. _ --- _ _— -- . _ � I_— � I__ � �_I____— � ! I-- _! i ! ! —I__— ! _— ___. —___ . -- _. — ___. __ —__ . —_ _ — — —_ __ —�I I_--I�_I— I__I I J_--� I I�_I— i I I I I I I I I I I I I I I I � � � � � __ _ _ � -- _ — __�_ _ ---_ _ ; — -- _ __ I J_ '�_ _'I _ I I I '_li I_� I I� 'I�_ �_II � � Pl = 19�-00.00 � - � I_ __� _I 'I� ,. I � � � , � � —� � ' I_ -- — ---- _ _--- —_ — _ __ : ; _ _ __ _ _ ---_ �, ; ,_ I ___- __ ��--__ ___ �i -_i , __� _� � _ _ _ � _, _� ___ EL = 409.37' -__ -_ ___ - __ _ __ _ -__ _ _ _._ : : , , , � � � VC = l50' -Y5 - K= 48 � � � B GlN GRA E ; � -- - -- ----_ _ : ----_ : _ �-_�-_ _i _ -�_�-_�- ___ �_ I ' __ ----- -_i - 5J- STAe 2/f9 e47 _ : _ __ --- -- - - __ __ __ __ i � Pl =15+65.00 - '� ' ' '� ' �� , � - ��f�--�R �-- —� --� o �9 , - - - _. � � � � ! EL - 40/.40 i � i i VC = l50' I � !- � I I I K = 242 � __ ,` ° -----;--- -_, __ __� EGIN GRA E -- �� - � - Y�-J e 8+ � � ' i '� '� ' - _- e Le 3 5v0/ � � � � e (+)2. 82 � y_- , __ � +)2• 981/ �- -- , �_ _ , _-. -- � �- � � �, i,i i � I � i � ---- - - - - - - - ^ _ � - � - I i� i� � , �� � , �� , I� _ I I I ���i 7� �� �i �� �I , � � i I� I� i , �� i '� � � — � �� _i i � �— i i i i I I I � � i' I i I� i i i � i i i li i II I __ , I I I __ . _ I I I I II I III I I III I I I I I I III I I III I I I I ! ! I !!, i , ,, ! II , !, i' 'i ! I , I_ __I , _ i -- _ 1__� i ' ' II I , ' I i_ __i , I __ I , -I , i I I I I I I i I I�I I� I jii � i iij i i i„ I i i jii il ill I � , , , , , , , SEE SHEET 50 FOR -YSJ- PLAN VIEW 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 � � � � � � �, � � � PROJECT REFERENCE NO. SHEET NO. ; � PIPE HYDRAULIC DAT A L O C H N E R r� ; ; R-2 721 109 �� I I I � I I I I I I I I I I I I I � I I I I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � II I I I I'' ' I' I! I II I I I , � � �, � � � � � �, � � � l8" RCP Sto. 19+50_ Y6=- , , ! : , ! , , ! 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER DRAI NAGE AREA =�.J� AC RA L E I G H, N C 2 7 612 - (919) 571-7111 NC License - 1�- DESIGN FREQUENCY = 50 YRS Number F-0159 ��T ��1[]�][�IE�I� I�]�A�T� oEsi�N oiscHAR�E = 8.o cFs SUNGATE DESIGN GROUP P.A. � � � � � ' ! ! ' ' ! PIERCE OLIVE RD � , � , � � � � , , DESIGN llW ELEVATION = 3977 � � • ��� N��� ���E ��� ��� .�C��r�����N . '' 905 JONES FRANKLIN ROAD � j� �(y �7 IOO YEAR DISCH/'V IGE - ✓.O CFS \r��I/ RALEIGH, NORTH CAROLINA27606 ���������JL4 11 �����I � �� �- � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N �� i i � � i � �� �� l00 YEAR M�l ELEV AT lON = 397.8 FT I I OVERTOPPING FREQUENCY = 500 + YRS ,I � �� , I � I I I II I I I I'�� � �I � �� I��� OVERTOPPING DISCHARGE _ l5 CFS � OVERTOPPING ELEVAT�ON - 399•0 � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � i� il �l �I il !I I l i i i� l il I i il �l il il �I il i I �� � , � i Pl = 13f50.00 I Pl = 16+50.00 j � � � Pl = 2/+20.00 ND �GRA E -Y - S Ao /2 5000 EL = 400.2/' �� � �� � � EL = 402.89' I� D RIDG � � � � �� � EL = 40/.22 --� ELo OOo7 VC = l50' � VC = 350' j Y ST o l7+ 8099 I I VC_ 250' I K= l07 K= 28/ � K l05 L, 4C�3e85 � � 6 S Ae �5 38o3p j � ' _-- _ � � _ _---- (+) .892�% , (-)0.3 46% - -- - (+) .89 ° _ / , / - -- -- - I __ 0 3 � : : : : : : : - .50 °, ----- -_ __ _ __ __L , -- � �.l_ -- -- ' -- -- -- -- � . e� ,, � _ _ : : _ : :------ _ � - -- -- -- -- --- -- -- - , - -- i _ - o �- e ----- ------ ----- - ---- ----- � � - , - - r ( ) 0 /OD 0 ___ _- - _ , -- ---- ------- _-- -_- _ e --- ---- -------- ------- q.0 __ -- - __ _ _ _ _ (- 0.3 0/ _ �� __ - __- _ _ - � �-�-� - I _�_ - � r� . 208°0 � � -- __ _ -- ---_ _ _ __ IS" R P � � ___ --- - - - __ � _ _ _ __ ___ _ �O _ __ -_ _ _ _ ---- __ -- - --_ I � _ � ---- I� �0 _ ___ � __ ! � � - --_ J _- � _ _ I�� _ ___ �Cp � _ _ _ _ ___ _ � � I il II II II II II II II � �� � �� 4� i ai I I I � I I I I I � a� �i _ _ � � ii _ _ _ _ _-- --_ -- - --_ ---- ---_ �� _- _ co r� XIST NG G DUN� i i -- -- -- __ ___ _ __ ,. ,-i i r� i _ [ � - � r _ _ _ _ � ----. _-. - __ - - _ ---_ _ � � � I ul � �_ I,I ' I' -- i- _�'_ II � �_i O ---_ __ _ - --- --- _ _- i ��- - i i __ �-. �: __ � -- _- - : - O � : � � � I � � � W: _ -- -- � � i, i i, p� �1 O� � __ __ _ _ __ __ i _ , _ + i _ i � i _ i _ -- -- - -- -- : N --- - -- � - -- �i �_ ��_ , � _'__ � -- I + -- __ -- � _ -___ -- - - - ---- _� � ' � � N Q � � _ _ __ _ - __ _ _ _ _ _ _ _ . _ _ _ _- - - -- _ Q � ''i 'il i i I � _ _� _ i �i _� �_ I� i _I __ _ i � __ __ i- --�; _ � __i _ __l -- Q _ _ __ __ _ _ _. __ _ _ _ _ --- - -- _ _-- -- i i i__ I __ _-- _ _ � __ __ ___ _ - - __ __ __ ___ _ � ---- _ � I I �I , �I � � _-.--- � _--- : -- � � - -- � I � --- __ _- _ _-- --- --- -- ------ -- � � � _-- ____ __- --- - -- - ------ -- ---- _ -- _-- _ i i i i_ i_i _ i i _ i ___ � ___ _ _ -__ __ _ ___ _ ---- - --- __ ___ _ ---- _ _ � � � � � __ � � _ � _--- _-- _: __ __ --- -- ____ -- - _ _----- - --- __ _ __ --_ _ �_ �-_i-_ _i _ -_. _�_ _i- -i i_ � i -- -- --- ----- -- - _- _ ____ _ -- --- _____ _ _ __ _ ___ �_ _ I _ --- __ _ _ � � i � �� �_ _ i __ _ _ � I � I _� � ��_ � �� '� , -, , , - - - -- --- - I� _ _ __ _ _ --- __ __ _ __ il _ _ _ _ li _ _- _. _ _ -_ _ _ ! �I _ .-1 u: _I�_ -[ � I I-I I I-I - II I II!--I- � - - _. __ -- -. _ _ I ---- II_I �_ I _ _I _ II I� II_ . i i li I' I ' I I!� I I i�I I I _ _ _ - -- ------ -- - SEE SHEET S 20 & 53 FOR -Y6 - PLAN V lEW 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 NC FIRM LICENSE No: F-1148 i I _ 1151 SE Cary Parkway _--_ _ _ Suite 101 --_ _ - _ _ _ -. _ -- . - - I -�_ I : - - - - - I _ - . --- --- __ --- ---- _. - . -- -- - - -- �� _� � �_ _�� � �� _ '� '�� � � I � i I ECOLOGICAL a , Nc Z�s�B -- - -- ---__ _ ---- - -- -- __ __ _I _ � _I ENGINEERING (919) 557-0929 -- - --- -- i J �_ I _ -� I -. - . _. . _ _ _ - __ _ _- _ - -_ _ __--_ _ _ . -_ _. - �-�-I-�_ _� _ I ----II- � _-i I _I-' �_I _�� I __I� ----. -_ - -- - - _---- _ . -. _ . _ . -__ I : : : : : - : : : : -: : : : : : - : � I I I I I : : : : : i i i : : : : : : : : : : : : : : _Y _ � � � � � : : :: : � 7 � � � � � _ _ __ ___ _ _-_ _ __ �__�_ , �-_ , J�_�_ �_�_� -�_� � -, _� � � � �__ � , , _- _ __ _ _ ___ ___ __ __ _ _ _ ___ _ _ _ _ __ _ __ � I. WE T LAKE RD _- __ _ __ --_ _ --- _ __ __ _ __ ___ __ __ ___ ___ _ S ___ _ --_ - __ _ __ _ _ _ _ _ � -- � -- - _ - - _ -- -� -- �-' f- I I I I I I I � � � � � � � � _- - : _- _ _ _ -_ : : __ _ : � � � , ,_ _� � � - -� � �_ � ; ; - _ � _ _ -- - __ _ _ _ �� � � � � � � � � � � � �� � � � --- -- -. -- -- ___ !_�I �__ __ _I _ �i � i _ __ _ _ _ . -_ -- --- _ __ ---_ - - _ _ _ __ __ _ --- ___ ___ _ ___ �--- _ _ _ - _ __ _ - -II __ _-. _ --- _- -- I_I _ II _--�I ! I II__ I ;_� _I�_l_I �_I____-I ! ! I-- _II i ! ! I � � I--I�_I_I ___. -___ . -- . __ -__ --_ _ - - �- - : : : � -_� ' � Pl = 19+75.00 : : : : � � � i i _ , i i i � � EL - 437.18 � � � � � Pl = 15+50.00 i i i V C= 350' i i i � �- BE N G ADE : Pl _ 12+60.00 __ _- i �_ � _'I _ � �I- EL = 432.28' I �, E D SP. UT DITC (LT) �, :---- -- - � K= l34 �- � -- - EL - 433.20' � _l l �Q Q- � ___ _ ___ _; -Yr - --- � ' ' - _ � : VC l50 �_� ,-� _ ' -- � El = 433. '0 � -- i _-_ ' �� -- i : __. - ELe 32e4 - , i i ��--__ KC- l02 I' � I � K= 244 PR POS ' D G ADE -- � � I I � -- -- �II/ � __ � � � -- o � O3�� Z � J0� e -- - � ---. ---- ---- � - - --- - -- -- -- - --- - --- --- -------- ------------------ e- - - - - - - � - - - (-) .3/5�% � I1.15 `-- - --_ _ - - - - - _ _ - - �� ___ _-- -- -� -- o- -- -- -- --( �__ �_-- -- -- -- -- -- -- -- -- __-_ - --- ----a- ---- 2 ppp e I I I I I ° i � - - - - - - � _ _ _ - - ---- --- � 000% ----- � -) 0 �000 °e � .100 � ______ ____ ___ - 8/ , - , . - - _ � .C?D - Pl =l +00. 0 / _7 +00. 0 X lS lNG ROU D J - f � Ei - 4 8 io - �o. � '� . �r=� ��. v Pl l 00. 0 - • El = 432. D = BEGI SP CUT DlT HILT 30�� RCP-111 E �D S. CU DlT HlL 1 � . El = 432.� 0 Pl -l4+ 0.00 El - 42 �.36 � ' ' ;' � i � i � i il I II f�tD-�� fl-Pl l2 fH 74�� - '� ', -� �' l =l +00. 0 ---- ---- �, �, �, _� , I ', '�, � ', � '�, 'I - - - - - _ � li , , , , i , El - 42 .30 / = 429. 0 PIPE HYDRAUUC DAT A � �� �, I j - ' __ . ' : : : 30" RCP-lll Sto. 14+58 �il �i i I i i i�i �i i i �i i i i li �i I i : DRAINAGE AREA = 5.2 AC , � , ;; , DESIGN FREQUENCY = 25 YR DESIGN DISCHARGE = 22 CFS DESIGN l-l�l ELEVATION = 432.4 FT � i i i � �i l00 YEAR DISCHAfi'GE = 25 CFS ! i, �, i � i ! I l00 YEAR l-lW ELEVATION = 432.6 F� OVERTOPPING FREQUENCY= 100± YR RIGHT DITCH - - - - - - - - - - - OVERTOPPING DISCHARGE = 40 CFS OVERTOPPING ELEVATION = 433.5 FT '� I i� --� � I I I ' i_' __ �, i� __' i _ i , LEFT DITCH ---------------- li �� i i„ I i ll Illi I' � il ill li I � , , , SEE SHEET 54 FOR -Y7- P�AN VIEW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 � �_ '�� � � � � � � PROJECT REFERENCE NO. SHEET NO. j� ; I ii I �I �i i i �; �i i i ii i ; � LOC H N ER R-2721 110 � II III II I I II I I I I I I � II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ! ! ! ' ! ' ! ENGINEER ENGINEER , , , , , , , 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 ��������y�� �����i 7 NC F[RM LICENSE No: F-1148 �� r J �. % W �7 II� 1151 SE Cary Parkway � N�°I'1' � SE F F� g8 .�C� I�I'd' N � � � � , � ,,, � � �,,, � WEST LAKE RD � � �, � �, � EcoLocicAL sU�te �o� ����,������� ��,��� Cary, NC 27518 ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I i� I I I I I I I � I I I � � � ! � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED : : I I I I I I I I I I I II I I � �- O CO PLE E 5 D Pl = 34+05.00 � �;; � � ; �; � � � � EL - 464.9/ � �i i i' � i� i _ . - � � I � � � � � � � � ROP SED GRA E � � � � � : � � � , K l05 O � - �C � Pl = 24+20.00 I � Y7 ISTAo 8+8�053 � � Pl =+5 .00 � EL = 453.96' — � � � � � � � � � � � El 458. BEGI BR DGE o _ � ' • ° _ — i J2.2 67% � o �C - 300' , , I �� �� j �� �� �, I �_ �,(/ � _� � /\ //� . . . .. . . . . . . . . . II . . . 1 I I I . . . . I I II I I . . . . . . . . . . . . . .. . . . . . . I . . . . . . . - �� ����~- �.► � �� +.-- . � � � � I I � : : : : : : : : : : : � __ __ __ __ __ __�__ __ __ __ � __ _� _ -- � � � • -__'--r°----- __ _ , -- —_ - - __ _ _ � � � � --- _ 2. 0/ � _ _ _ L.1 � _ — _ � _ _ _ _ � — - , — - — — — — — — — — — - - _ EGl SP. CUT DITC�IILT) _ _ --- "----- -----__ _ __ __- - - _ _ _ _ C� -- _ _ , � — � _�-- _� _�i_ � � �� 0�0 � --- +� _ _. _ _ -- _ � � � _ 77 , � � � � __ _I I_'� 6.60 -- :- - -- � � I� — -- — � I � � I-- I = .¢� - : _ — � � • - - - � �i �i �i - - , i- _ i _ _ --- ___ _ _ _ _ _ _ _ � ___ : �l ---- : - _-_ : _-- : _ : :_-_ : � _ �i � �i �i �i �i � : � -_ _ � I , _ _i_ _,- I � � _�_ i i -� � , _ -- _ ___ _ __ i -- I - - __ _ _ - ��--� � � � � � - - _ ---_ _ - __ - __ __ i � � ----�i_ i � � � �i � � � - � �i- - _- _i_ --- �- -- __-__ __ __ I : : : : ---_ ___- -- - ._ � -- - - - - � , � � � - : � � i _ _ _ _ __ _ _ i _ I li _ - lil lil I _ _ I I _ I _ _ � I � � - - - -- -- _ _-- _- -_ _ I �,_ �, I _ i J,i_I _ I_ I_� � i I il I I �,i_ . I I -_ _._ _. -_ __ --- __ _. _ . -_ __ -- - _ _ - __ - --. _ - -_ J - — - - _ . ---- — __ _ � -- _ � _ __ � -I - i_I _ � �I - _ �I ' I � II II I �I II I �I I _�I I- v J - __ _ I i --�� I I_ II I_I - i-- JI - -I I I I I _ --I i ___ _I I I_-I ___ - - __ -- - ___I _ _ _- - -- I _ --_ _ I I I I III I I _-- -- - � � - -. _ ' I I i i __ . _- --- _ . - _ - ---- - __ __ i i ___ __ _ __. _ . . _ — —_ _ _ ---- —_ __ _ __ , _ _ _� � _ � � � RIGHT DlT CH ----------- -- _-- _ _ , _ -- — —__ ---- ___ _ --- _ __ I� _ __ _ -- —_ _ — — — _ __ ---- — __ � --� __ _� --_ __ ____ _ _ __ --_ _ _____ _ __ __ _�__ _ __�__ _i _ �_, ,_ Q _ ___ � � _i � I i i � � �_ _��i -- -- - __ __ _-- ---- -- - _ _ � _ _ � __ _ _ _ __ ____ -- — � � I LEFT DITCH ---------------- �—. _ _ __ _ _ --- __ __ _ __ _ � �_ _� , �� � � �� '� �'� � '� '�� '� '� '� � � � _ _ _ _— _. !_�_ __i _ _I _ i I-- _� _—i-i i -___ i_ -[ � i i-i __i_ i— -- [- i '--�- — — __ I _ _ --- _ ---- __ . -- ------ --- -- --- ��� � SEE SHEET S 26 & 55 FOR -Y7 - PLAN V lEW I ' � � � � � � � � � �' ' � � � 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ - _ -_ _. - i ' i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , —� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ . . . . . . . . . I I I I I i i i � i � i : : : : : : : : : : I I I I I . . : : : I I I I _ I _�__I_ � I__ � J_�__I—�—� —� � I — � —I , � � _ _ ___ _ _ — __ __ _ 7_ _ __ ___ ___ _ __ : __. : :_ _-: : -_- : : - : : _-_. : : . __ -�_ __. __. __. __. : . ___ : : : : __. . __ __. _ __ _. _ __ _ . __ _ . ___. : _.___ WEST LAKE RD —Y7A— �- �- -�-- I I I I I I . � FLORESTA DR _ __ PIPE HYDRAULIC DAT A , ,- ; , , , ; , ; ; , ' ' ' � � _� � __ _ _ _ � —_ _�i _ �_ - _ _ __ -- --. ----_ --- __ __ -- ___ _ -- —._ _ __ �, _ p �i_�i �i _ ___i_� _ _ �i __i_ i __- i i i ___ i i ____i -- i i �i i __ _ - _ ---_ -- - --- --- _ -- ---_ - -- - - 24 RCP-lll Sta. 38+45 , � � --- ---- ------------ - _ _- --_ _ I___ ! I__ ;_� �_I____- I__ _! li _I ! I J_- -_ __ . -- _. - __ _. __ -_ _ . -_ _ - - -_ __ : : : : : : : DRAINAGE AREA = 2.0 AC : : I : : . : : : : : DESIGN FREQUENCY = 25 YR i i i i i i DESIGN DISCHARGE = 6 CFS i i i i i __ DESIG E ATlO = 45/J FT - J_ � � , � � � , __�_ _- __ � l00 YE� lSC �GE N = 7 CFS �� � � � I i i �_ii H_'� I ii � i � _ _ �� I_ _ -I � � ----_ � _ ,_� __ ___- __ - B J1�1 RAn -- - -- -- - ---- _ - - -- - _ _ __ _� 0 - - -_ __ __ _ -__ -_ --_ _ __ _ __ - - _ - O :__ : l00 YEAR HW ELEVATION = 45/.2 FT : i I i�_ :_- __- �i - i i, -Y A- TAo/ f00o : : 0 OVERTOPPING FREQUENCY= IOOf YR EL 46/0 9 � � OVERTOPPING DISCHARGE = 69 CFS i i i i i OVERTOPPIIyG ELEVATION = 45/.6 FT _ �- _i- i_ -�_�- �- i i__ �_ Pl = 1Of85.00 � : � __ __ _--__ i � i � i -- -- � � � � - -- - � _� � -� � � _-� � � ; � --- EL = 464.05' --- � __ __ ----- __ --- -- _____ Q ' � � � � '' ' �C = l00' � — � E�' D S. CUT Dl CHIR ) K= 23 I I I I I Pl = 39+15.00 � i P OPO ED RAD EL = 453.50' El = 452. � 0 , PRO OSE GR DE —� ���� RT1 �C = 350' �, � -� ,I � � � i �- o e _ -� � _ _ � , � EGl SP. CUT DITC (RT) K = l25 - 7- TAe 1+30e 0 ' ! ( -�� •9 _ _ - ` �.� `-` f E , 454e�70 � • � — — _ El 45 .40 • Pl =4/+ O.QO — — El 45 80 � __ — — — — — — _�_ � — — — — -- ------ El = 4 •4p — - _ _ I' I' '� —� — ' '� I' — — — — — , _ _ �-- I � � -- "- --- ----__ _.0 � - - - - - _ _ — — — 2a-� RCP-III �-�2. 367 l +) .556 °e _ _ - - - - - - , � � GR0 ND I �! � � Z =__ _---- -- --- ---- -- � -- --- --- ---- ---e ---- f) 0. 882 f- '' e , o --- ---_---_ _----- - --- - - - . --- ------------- ----- ------ ------ ----- � +) END GRA E . D P. C T D TCHI T) --- _ ------ ----- ---�+ 0.84 � 0°e � i -Y7A ST 4/l+ 6069 �I Pl 4/+0 .00 � El 80 !, 'I El 44 .50 I'� I � II I� �� -�, � I �I , o ° I i I : J El = 447. 0 E�/D . LA .'V' lT CH LT ) � � � EGIN SP. T. ' DlT H(L El 45 �.10 l =38+ 2. 0 � � 3- --- �I i � __— � i i il � � � il �� — — — — — �, � i ! -- , � � � � RIGHT DITCH ; LEFl D/TCH ---------------- � � _ I__ _ �__� � I I' � I � �__ —j ,- I , I � � � �!, ', � � � �' i � � ', ' , � � � i �, � SEE SHEET 55 FOR -Y7- PLAN VlEV1/ � � � SEE SHEET 55 FOR -Y7A- PLAN VIEW 36+00 37+00 38+00 39+00 40+00 11 +00 � � � � � � � � � PROJECT REFERENCE NO. SHEET NO. j� ; I i i I � I � i i i �; �i i i i i i ; � L O C H N E R R-2 721 111_ � II III II I I I I I I I I I � II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ! ! ! ' ! ' ! ENGINEER ENGINEER , , , , , , , 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 p��� N��°d'1' �1SE F�F$ g8% W.�C��7I�I'd'II�N i i I i i I i i i I �� � �, !, I� ' ! I ,�, � ' !� � 1151 SE Cary Parkway BE LLS LAKE RD E�oLo�i�AL Cary, NC 2� 518 ����,������� ��,��� �� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I I I I �� �� I I I � I � i l , � ! II I I IIII �I I I � � I II I i I I I � I � I II I,, � I� I � i� I � � I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED : : I I I I II I I I I I I I I I II I I � � �_ pD_ II I! 'li III II III III I! II' I i l II li I!I I I I' I N U TF�UEL VE R Q Pl = 20+75.00 Pl = 25+00.00 BEG/ SP CUT D/TC (LT� � � i i I i B G/N SP. C T D TCHI T) ; � � ; � EL = 4/5.76' E D SP. C lCH T) EL = 4/3.60' � _ _ �> _ . I I I I =1� ��1 —_ _ - �I �I I,, �, I I �� � j VC = 400 /_�-f VC - 370 E= 5.38 ; � E= 4 9.05 ; , ; ; ; ; K- 283 El = 4/3.3� K= ll5 � BEG GR DE � W : : : : -Y8 ST o. l2 O°0 : : : Pl 16+5 .0� ��� � RO OSE GR DE � � � _ � _ _ : : _ _ Z I I � �e l 0.50 ° I _ ELe 4 7084 --:_ -_ __ El 40�.80 � � _ _ (+)�.905 4/ _ _ � -- , i � _ _ : Pl =13+ 0.0 — — -- -- -- -- - _ _ --- . -- I _- ----- -- � -- -- � -- ---�-- ----- - ' - ----- -- .% __ -- — - - -�- - ° i (- _ _ -i- 0 o f El = 4 6.80 -- - � o � �_+)1.40_ �-_---- - l) 0 385�/ � e � - =-- --- -------- -------- -------- ---- --- �----_ - - - --b - - - - - - - - ( +) .00 e_ - - - - - - - - - - - - - - - - - -� - - - _ - _ - - - - -=-= = == --=-=_ -_ =_- _--__- _-=_- - ==-- ----- ----- ----- - - - - - - __ _ , ---- - - - - - � ------ ----- --- _ + 2, 000 _ _ - - - -_ =- == = = ==_- ------ ----- ----�- ------ ----- ------ ------� ------ ----- --- o I� -- --_ _ (:+) 0.55 0/_ _ _ _ = � -_-_- ------ -- - - (+> .580 / ; � � � � i - _:_ i E - SP; CUT DITC lRT - -- I _ -- _ - -- -- � � - ___ � i � '---_ -'-- -� __� ' _ _ �+ 0.46 0 °e _ _� _ _ � � � � � � � � -- -_ T 23��D.UO -W .. _ --- __ __ __ Pl = 0+0 .00 _ i E/ 4//. � 0 i : : : - . � � � � i i i i __ __ _ • __ __ __ _ __ � _ _ l = 405. 0 � � J. _, _ . '_ _ _ � ' _ � , ,_ , _ , , -- _:_ : __ __ --- __ _:_ XIST NG OUN _ _ Z _ _- --- - _- - -- I �,_ I JI I li I� i �I �i i li �I i I �, J I � f` __ - --. -_ _ __ i _I II I_II _ - II - _ i_ II I _ I I � I II j �I II I �I I _�I II- - - _ . __ _ . - - -_ _ - I _I-II __ I 1- --I I _ I - - - - I I i _-- _I I I I _ --I -_ _ _ I I I _-I _- __ - - __ -_ _ ___I _ _ � v _- _ -- - _- _ I I I__ ! I I I I I I _I_I I I I__ I I I I � I I I I I I . _. ---- _ _. - _. -- � � __ __ --. _ ---- - __ ! _ ! ! I i _ i ! I I I ! ! I ___ _-- ----- _ _.__ _._ --- _ _ . _-- --. _ �1-1 I___I III _I_ I I I _ _ ---- —_ __ _ __ � _ . _ � RIGHT DlT CH � — —_--- — -- ___ ----- --- --__ ----- ----------- _ _-- _ _ � � � �_ �_� _ � � � __ ____ ----- ___ _ —__ _ __ __ ---- _ __ _ � � � � __ � � _ � _---__-- ------ __ _--- _ --- -- _ -- ___ �--�--i-_ _i _ -___�_ _i_ _i i_ _. _i___ _i _: ____�__ _i __�_, __�_ _____ ----- _ ___ BE N S CU DlT H(R ) --- -- � �_ �I , �_ � �- —� �� � �-� � � � � � � _ �__�� � � _� ____ __ ._ -- ___— LEFT DITCH . , , _ �, - , , , , , , , I , , - --___-__-___-__- _ Pl = 2+0 .00 __ ___ _�� _- �� �, � �� �� �� �� I � �� �� �, ��- � __ ----_ � _ _ _ __ -- -- -- _ - -- ��-'_�_ �,_ _ -, - '� � �-�,- -� -� I -- El 405 /4 _�� -_, _� , . _ , i i_�_i _ _i _� �il_ i _. _il_ _ _----_ _ ---- ___ SEE SHEET S 56 & 28 FOR —Y8 — PLAN V lEW 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , —� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i � i � i I I I I I : : : : : : : : : : : : : I I I I I : : : : : - _ _- --_ _ ___ _- �--I_ � I__ �� J�_�_ I_�_� -,_� I � ,--I , � � I ,_,- ____ _ _-- --- -- -_ _ _ ___ _ -- - -- - -- _ __ — — __ _ __ ____ _ Y ____ ____ ___- :- --: -- :- -- - - - -- --- --- - -- _- __- f-- -__ � --- --- - - - - -� -�-- BELLS LAKE RD � � � � � � � � � � _ _ � � � � _ __ __ — _ _ _ __ __ � _�_ _��� � �i i _�I �i � i —'I- _ � __ _�I _ _ — -- --. _— — _ --- _— -- -- ___ !_l �__ ____� _ 1 . - _ ---_ -- - -- -- — _ __ ---_ - -- — — , _ _ __ __ _ --- _ _ ___ _ __ ---- — —� — ----_ _ --_ __ —_ _ . . --- ' I--�I � I I__ li _� _I�_l_I I-I--- --� I--. Ili I ! I J_-_II� � II � II I� I�_l_I ___ __ __ : : : : : : : : : : : : : : : �OMP TE 540 : : : : : � � � � � � � � � � � � : : : _ : : : : : - : : I i I : : __ - __ _ � � ___ — �- � ---- �- - - — - -- — — u _ � �- H-'� I�' i, i,� I�_ �� _I �_� I_ ----_ -- - - - -- - ---- _ _— -- -_ - - - -, � _ _ __ _ _ ---_ �� � _, i _ ____ __ _ _ ___i i i i -- _ _; i _,-_i __ - - -_ _- __ _ -__ -_ ___ - - _ _ __ _ -__ _ _ O __ I� � i� Pl = 30+70.00 , � � � EL = 429.00' � I � VC = 620' � i i i i i O _-_- - I �__ - N :----_ _ :----_ : K- l43 � � � � � � �-�-�--�_I � __ ---- �I- --- _ _ ._ __ o -- - _ --- --- - --, � , � - -D- F�l��� ---- _____ ----- __ --- -- _____ __ Pl = 36+60.00 � 8� � r'' ! Y ST o 32f05o19 - Y8 TAe 2�+15e 9 � i i i EL = 4/9.30' i � � � e� I I I VC = l50' I � Pl = 25+00.00 (+) . � � K= l3/ . EL = 4/3.60' ! � � VC = 370' i � � K = //5 i ' � � \ � � , I -)1.6�47j -)0. 000 °e � I I i � I --_ _�-- - -� ------ ----_ ----- - - + ' ----- -- -- - � 1 � — — T _ — ---- ----- � l )2• _ _ � � -- ----- ----- --�----- ----- _ 'i i - - - - - - - _ � _ �� -- � � � _ __ _ _ _ _ , _ _ - _ _ - ----- -- � - - - - - - - - - - - - - - - - - - - --- ------ ------ ----- ----- o ------ ------ ----- ----- ----- ----- ----- Z - ) . 6 - - I- -- -- - - -- -- - -- -- -- -- - -- -- - � - -- -- -- - - (+ D 65 e , --- - ------ ----- ----- -- � ` END I LAT. V' Dl CHIL ) I � � � � � BEGIM SP CUT�DIT HILTI � ��� � � --����� I �I ���� � I � � ���!� � �,�' Pl='J16� - 8 � � �, __, ,„ I ,, � I ;, � El = 4/3.7 J � - - - . - + + - J XIST NG ROU D ' f�l 3/9.0 37 0 I _ i Z U � � � Q � ! ! I — - -- --�--- �I , ! , �i ' ' �i ! �I — — — — — — � : I , RIGHT DITCH ----------- — � _ , i i , I _ I __ i _ _ � � II I li '� I _'' __ � , ii _ _ ' 'i _ � , LEFT DITCH ---------------- � � � � i i i , , � , i �� I�I I� I jii � i iij i i i„ I i i jii ili I � , , , , , , , SEE SHEET 28 FOR -Y8 - PLAN V lEW 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 � �_ u �� � � � � � PROJECT REFERENCE NO. SHEET NO. j� ; I ii I �I �i i i �; �i i i ii i ; � LOC H N ER R-2721 112 � II II II II II II II I II I I I I II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ! ! ! ' ! ENGINEER ENGINEER , , , , , , , 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 p��� N��°d'1' �1SE F�F$ g8% W.�C��7I�I'd'II�N i i I i i I i i i I i I i i i i �� � I I il i !� � 1151 SE Cary Parkway B E LLS LAKE RD E�oLo�i�AL Cary, NC 2� 518 ����,������� ��,��� �� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N PIPE HYDRAULIC DAT A ' I I I I i I "I i i 'I l8" RCP-lll . Sta. 4/f76 � � j �i i � , - � � �' �� ��� I I, � I i � � I EGIN GRA E DRAINAGE AREA - 2J AC ' '� I' I DESIG N FREQUE NCY = 25 YR I I I I Y8 - ST Ae O f0 °00 , DOCUMENT NOT CONSIDERED FINAL DESIGN DISCHARGE = 7 CFS , , UNLESS ALL SIGNATURES COMPLETED DESIGN l-lW EL�I/ATION = 4/8.5 FT l00 YEAR DISCHARGE = 8 CFS , , ,, i , : : l00 YEAR l-lW ELEVATION = 4/8.7 FT �i I'i �i �i , ;I �I �I �I Pl = 49f15.00 OVERTOPPING FREQUENCY= 100+ YR -Y8C I EL = 430.20' OVERTOPPING DISCHARGE _ l2 CFS BE S O I N E G VC = l50' O OVEfiTOPPING ELEVATION = 19.3 FT � K = 680 „ � � � � i, � Pl = 40+35.00 � j ��� �� ' ENU I S�P. UT lTC lLT) e � EL - 4/7.42 - + 521 / l +)1. 316 ° � KC - 11830/ ; P OPO ED GRA E i 1 Pl =+00 00 El = 423. 0 -- - El = 420 0 - r_° - (+) 3° ���e° � :: j , _ __ -------___ ___----- �� � �� �, I �, � �, - � _ _ __ __ _- -- -- -- - __---- " 00� Pl = '9+5 .00 � , __ -- - ---__ �.00�T�° - --- ---- -------- -- �+) � Pl = +5000 El = 429. 0 _� + __- o :--- - � --- _ - - ___ , - ___- _ � � � _ - -- - ___- __ ---- _- - . i _---- --- o - - - - - T i - • i - --- -- �J _- -- -- -- - - , -- �e --. ____ __---1 � 1.7 i 00/ _ _ ' --- -- - : � ---- ---- JU.� 00/ (+�I. �� -�� � t + n.5 0 °e � ' � __ _ _-- El = 428. 0 -- -- - �, � =� Q _i ��_ _ - -- _ - , -- - _ _ e--- -- - - - -- -- -------- I __ _ _ � _ __ _ _ � _ __ _ Z (+� .665 0 (-J .800 � ------ -------- Pl - +0000 � - - - - -- Pl =q�2f0 00 I = _-� �--- - __ _ _ El = � 423. ___ __ _ ---- __ � � � i _ � � C� ---- _ _ , El �4/8.6 � __ __ � _ ' I • � ,, , - � 1 P-II - 8 R J �l - --_ ---- Pl 9+01.00 El = 4/4.8 :_ CUT DlT ! H(LT i _ �Pl 3+�0.00 ___ _ _ _ _ _ _ _ _ _ _ _ E SP. CUT DITC (RT) - _ ,. _� � � _ - _._ _ _ -- _ _ � Pl - l+ 0.00 _ �� �/__ f-��" --- _ - --�� �8.��-- ------- --- _; , - _ _ _ �-- -- ____ __ : `1 _- : : : _ : i _ i . � i ' � --- - ._ - l 13.20 El - 4/7.0�7 � i _ __ _ _ _ --- -- Z END SP. UT lT CH LT ) � _ ... __ - i _ = , _ � i i _ _ i i _ i _ -- -- I-` El = 4/5.4 � � , _ _ ___ � �_ � _ � J_. E/ = 4/9 5 'i �_ � � �_ _ � _-- �C : � � __ _- _- -- - _ --- -_ _. _ _ _ - __ � _ :_ _ ��- . _ __-- -- - __ _ ---- i_ . �i � �i �i �i �i �i �� �i �i I_ _ - - - _ _ _ _- __ _ ' -- - _ _- _ _ � __ __ I! I!- --� �i _ - �i _� i �_ _ i i i _ __� __ _ _ � i i __� _- __ _ _ __ _- ___i _ _- . _. __ _ _ _-- _- _ ii_i__ � i ii� _ i � i_i i i�i �i iii i i _____ ---- __ � � , , ___ __ __ ____ ___ ___ _ ---- � � � � � � � � - __ _-- i _ . _i i �i=i i _ _--_ __ --- -- - ----------- ____ __ i i_ i i i __ ___ RIGHT DITCH _ -- _-- _ _ __ ___ _ ---- _ __ _ � � -� � � � � i i i __ i i- � i ___ __-- ----- _ _--- _ __ _ __ --_ _ _____ __ _ ___ �i_i __i- _i _ _ i �- '_, �_ _- --- ----_ _I -LI i i I-J -I I I J---_ __L� I � l --------- _ __ __ _-- _____ ----- _____ _� , _� _ � � _�_ ____ _ _ ._ -- LEFT DITCH ___- _ ___ , , , , , , ___-_-_-____-_-_ _ _ __ _ _ --- _ __ __ _ __ � _ ,_ _� - - i_ �i_ _ i_ � �_ �_ �i __ _ __ ---__ _ i � �i �i �� _�i_ �i� �� 'i _' �I_ - _- --. - - -_ _ ----_ _ __ i �_ __I _ - _ -_ _- --i : - _-- __ ___ i- � I i I � I , � i i _; _ � . _� - i i-��_� _I _, �� i _ �_ _ _----- _ ---- __ . -- ------ - - _---_ : : : SEE SHEET 57 FOR -Y8 - PLAN V lEW 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 --_ _ - - . __�_ _� _ -_ _ . . _ _ - _ _ : __ : -- : - _ � _�_ I _ i il- _� i �_ _� i _ _i _ �_ __- __ _ I _ - _ _ _ _ __ _ _ __ __ _ -Y8 - -Y8 D- -- _ - _--__ _ ---_ _- __ __ __ i �' �'_ - _ 'i I_I _ _' _ ' i_ ' I_ i 'i I' I�_ '_II I 'i � I' --- ---- __ _ ___ __ __ _ __ _ - __ �_ __�_ _I _ ' ---I_ I � ��I �I � _ _____ _ _ . __ � � __ - _ � I _I--I- i I ri I _ , -�-I- _I _��, li ---- __ : : : - : : - : : : : -: : : : : : - : , BE LLS PO I NTE CT � . . - --�-: -- TRU E LOVE D R : : : � � � : : : : : : : : : : i � EX T lN GR UND ROPbSED i i : : : : � I__ � J_ _I__ , � _ _�__ � RAD� _ __�_ � _ _ - _ _- --- _ _ __ � �- I � � �_ I_�__ _�__ I _ - -- -- -- ---- , __ _ _- --_ _ _ 1 V� __ ,_ - � '_'- ---_ ���J �{�9; _- �: ) .7 4�� - _-_ Pl = 12+25.00 - - -- --�- --�- - --� - - � -Y8 B- __ __ I I � I I EL = 409.08' . PONY SOLDIER DR vc = 50� _ _ � � � � K= 22 __ - _ ��_ � ��� �_ __ _ --- . _ _ - - _ _ i- � i i � -I - -- --- _ __ � __ i _ _ � ii i i i, _ _-- __ i __ !_ �__ __ _ _ i _ _ _ ____ _ _ _ _ ____ . _ - _I _ � � � � � � � � � � _----- Pl - 12+00.00 ---- ____ _ ___ --- - - _- --_ _ _-- _ __ __ __ � 'i___�' � ' I__ -- _ 'i _,-_I�_i_, �_i-,---- � � i_ 'I�_! 'i__i -,-_I� � -I__,- � � __I�_�_, ________ -- EL = 423.87' ___ __ '��� : : : : : : : : : : : : : : � VC = 60' RO OSEQ GR DE : : i i � � I i - _ i - i i i � 0 � i � i (-J .352 % - T .94.�37/ -Y A- TAe l+99e 3 , � � � , � � i -- __ - B GlN RA -�Le $�-4 i�- '�_ �-'I _ I� I_ _ _I_i i'_ii H_�- I ii � i i� I�_ �_I _� i_� I_ __-__ BEG N� ADE ___ : � _ - 8A- STA, 1+00, 0 ° --- ,_� � _ ____ __ ��____ ___ �� -_� , ___� __ __ _ _ _, _� __ -- -_ _ -Y8 - S �25.0 - _ ___ _ __ _ __ - - __ E e 02 , , i EL, 2306 Pl = 12+80.00 � � � � EL = 389.54' I I I EN GR DE EGl GR DE + __�--�-_ _� _ ____ EGl GR E E D G ADE __�_ __ __ ----- i-Y C- TAa l+36e�3 __ --__ L f _ _ _ __ Pl = ll 60.00 _ __ _ , __ Y8D ST�o ll v00 - - _ , KC = /3 0 - � � � I � � � � -. �g - �� e-t6� ° = �=- ���ie ���� .�� --- ' '� - �te � - -- �- _ , � - - V C- l00 � I Le 3� e45 E e 373 5 i i i � � i K= 27 - '� I I I I I a Zo 5° �� '- - � Pl = 11+00.00 I i -Y D- TAe l+54e�37 _ _ - - ,. , EL = 372.5/' EL, 09, 6 �- o !, i�! i �/C = l��' � I Ii ii �i � , � 2 ° K = 66 .- . � PRO OSE GR DE �-+)449�� ; i I �I ii, ;'�ii � _. __ i i I��i ' -- ---- -- RO OSE GR DE '�, '�� _� � I � - - - - - , �- - � � � `(-)l. 398 e l +)a:472 �. - - , - - - - � � �� l� j j � � EXIS lNG GRO ND i i ,� �, i i i __ ii -i lii I il iii i i i i i i i I , , ,I ! ! li " ! ! � li , ! , ' ' � ! I - - - - - SEE SHEET 53 FOR -YBA- PLAN VIEW i_ ' I'-- � � II I'� ' I _ ; � SEE SHEET 53 FOR -Y8B - PLAN V lEV y , I ' _ i ' , � �i, � � li �ii i �ii ii � i � ii �ii � � �i, � �, i � i�i �ii � SEE SHEET 57 FOR -Y8C - PLAN V lEW ��� � � , , , , , , SEE SHEET 56 FOR -Y8D - PLAN V lEW 11 + 00 12 + 00 13 + 00 11 + 00 12 + 00 13 + 00 12 + 00 12 + 00 � � � � � � � � � � PROJECT REFERENCE NO. SHEET NO. r� ; I ii I �I �i i i �; �i i i ii i ; � LOC H N E R R-2721 113 � II III II I I II I I I I I I � II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ! ! ! ' ! ! ' ! ENGINEER ENGINEER , , , , , , , 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License , , , ■ � O , Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 p��� Nr�°p� �JSE F�F$ g8 % W .�C��7I�I'd'II�N 1151 SE Cary Parkway � � � , ,,, �,, D E E R MEADOW D R �, � �, � EcoLocicAL sU�te �o� ����,������� ��,��� Cary, NC 27518 '� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I � � i � I I I I I I I �I I I� � �� ! � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED : : I I I I II I I I I I I I I I II I I �� I� �� ��� �, ��, ��� !' I!' COti1 LET 54 � � Pl = 16+60.00 � EL = 4/9.9/' � 1 VC = 600' , I ' K=gg , � EG/ GR DE �'I 'I I � � � � � � � � � � � Yl0 - ST A l0 +5 e00 , �'l0 T Aa l flle8 I II II ,I �� j I�, � I I , I YlD T Ae /+74, 6 Pl = 20 +70.00 E D G ADE � � � _ EL = 407.73' - 0- T Ae f50. 0 e a _ �I ,_ _ _ , • ;, � _ _ � _ _ � �C = 200' !, ( --- -- Pl = 12+00.00 : - . I � -. - � K= ll0 I e _ _ _ ___ _- - __ _ _ EL = 402.20' P OPO ED GRA E � � __ � _ -- - - - - - - - --- -- _ _ VC = 290' � I � i _ _. _ _ -- -- --- - - -- - _ _ __ _ K = 98 � � , � I _ I --- - - - : � � � � �� � � � �- 2.97/ / --- _ : -- : :- -- _ _ --: : : : : e : L__ __i__ __ , -- --�--- -- -- --1---- -- -- --; -- --; - � _ - : ---- (� _ -- -- 1- -- , -------- -----�-- - __- -- � � -- -- -- -- - - - - - - --- -----� -- -- ---- --- ---- e r- _ _ _ � _--- --- --- --- --- - - - -- - J � - - _ -- - � ------ -- � - --- � - _ , • + .4Q 0/ -- -- -- -- � �o �i�cp o �e ---- __ _ _ __ __ _ _, _ - -- e - -- - ..-� - __ ----o ___ ____r--- +J 0.� 0° � j / Pl = 0+5 � 00 : -- ---- ---- -------- - __ . � --- , �+ , � (:) 0. 000°e (+) 0. OOO e � , , i ' i El = 1404. 0 ' - - -- _ _ ' _ - - -- _- -- _ __ _ Pl =l +00. 0 Pl -1 +00. 0 Pl -l4+ 0.00 � , I� J��- �� '�� _', ', :�'� BEGI SP LAT. 'V' D CH( T> - Pl =�0+0 .00 __ - i �� �-- _ __ El = 399. 0 El = 400. 0 El = 4��y2.60 '� '� ' _i--��-' -, � . __� , _i_ � � � ' '--�, Pl =1�+00. 0 � _ � -- `� � I � � =-- El - 405. 0 � � __ -_ _ � _-_ -- _ -, , _ . __--_ -- _-- - A iTio A� , �, , Ei ,404. o BEGI SP LAT. 'V D CHl TI E D SP. T. D H(RT) � __ ---__ _ ___ _-- __ D!SP. T. ' DlT H(R � ------ -- --- _ _ Pl =1�+50. 0 / _l 83.00 � � =_ _ __=- -____ : I Pl =22 30.0 ---- -- -- _ _ _ __ 1 ------ - -- _ _ _ -- N EDE El = 399. 0 _ --_ _ _�_ I = 2.7�0, _!-�_ - � �_ -------- - _ . _ __ RIGHT DITCH - - - - - - - - - - - i - _ ; / = 3.3 ___._ _ .-- -.- � I I i ____ __ I _ _ __ _ __ __ __ _ __ ��-� �_ �,_ - -- - _� � -�- � - � � � � � � � �� �� � ._ �- __ _ __ _ � �_ _ _ _- --. -�- - _ - - i i ��� � i_ � � � : _ _ --_ _ ---- ____ : : : _--- - -- -- : - -- �_�_�_ � _ _�__ �_ . __�_� � __�, _ � �_ , �,-,�_,- _� -, �� � _ ,- LEFT DITCH ---------------- � SEE SHEET S 30y 58, & 59 FOR -Yl0 - PLAN V lEW 11 +00 12 +00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . - - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , --�-I_ _�� ---I- i _ , , -� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i I I I I I : : : : : : : : : : : : : I I I I I : : : : : _ _ __ ___ _ ___ __ __ _ -Yl 0A- __ �__,_ , �,__ � _,_,_� , � � �_�__,_� � �-,__�_� , __,__-� ____ ___ ___ ___ . _-. : .- -. . _--- : : - : : ---- : .- -. . -_ : .- -. _ _- DEERBORN DR . ___ I I I I I I � � � � � � _ _ � � � � � � � __ __ -- - _ _ _ -_ -_ i I i I- il �I I I I I I I 1 f I I I_ i i i i i i_ __ -- ___ - -- . - - - - _ - - - - - � I I I - -- -- _ _. --- -_ --- _ - --_ I� _ _ __ -. _ --- ____I _ _ � , ' - _ - . --_ -. - --- _. . . -- ---_ _ -- - - -I I i I I I I I I I I I I__ _. II I I-I--I i_- . - . __ _-. _ --- _ _- -- . __ ! I_--�I ! I__ I _� �_I____- � ! I-- _! i ! ! -I__- ! __ ___. -_ __ . -- _. - __ _. __ -_ _ . -_ _ - - -_ __ -I�_I- I__I I J_--� I I�_I- i I I I I I I I I I I I I I I I __ __ PIPE HYDRAULIC DAT A � � � � � _ , _ a __ __ _ i i �_i _�- i_� i i� I_ _---_ -- - __ -- - ---- _ _- _- -_ - ___ - - ---- -- _ - __�_ _ ---- 66 RCP-lll Sta. 13+26 _ _ � ___ _ _ __ _ _ ----_ ___ -- I- _- I I I _ _ I I I _I, _ - - -_ _ - __ _ -. - -_ ___ - - - _ __ _ -__ _ _ - � : : : : DRAINAGE AREA = 85.4 AC , � � -_ - __ �i i i i � i i i, DESIGN FREQUENCY = 50 YR : : : DESIGN DISCHARGE _ l60 CFS i i i i i DESIGN l-IW ELEVATlOIV = 369.65 fT � _ - - f __ __ __ _ ---_ __._ loo YE,4� DlscH,4RCE �o cFs __ __�- � �_: �_ � �-�-�--�__ _� --�_ __�_ __ __ Pl 19+25.00 ____ Yl A TAa 0 2 v05 _--__ _ - ___� __ � _ -- - __ --- -- - - lOO YEAR HW ELEVATION - 370.05 Fi �, i � i � � � i� � i ,� � �, - EL = 403.18' ELe 8 e _ + I I I i VC = l50' i i OVERTOPPING FREQUENCY 500_ YR OVERTOPPING DISCHARGE = 375 CFS � K= 42 I I I YIOA ST o lOf Oo00 OVERTOPPING ELEVATION = 378J FT I i e o , , , , , �� o I I „ I I I i I I I I I I !i I i �II�° /�' 6 � Pl = 11+25.00 � � 5 _ _ � EL = 386.26' __ _____ __ -- VC=120' i iliii �lii, �l� i� il�il� �l __ - - � � - _ -- - - - - - K = 27 �� � 'I ", '�, '�, ', _ ' '� 'I , �, � . . - (- 0.6/l % Pl = 13+85.00 �: '-- � / EL = 372.94 I j i � �5 j �_, VC = 400' � � � � � � I, �� '� • : K - ,37 � � I ' , ; , . , _� � � -/ '� p EXl T/N GRD ND � ,� ,�__- 72 e � --- -- � _ ;-�--���. � � -���1 -l�1 ' ' � � '-- �+------��B--�P.- �. , , fff �_- � ' ' ' - - � � ` Pl l3+1 .00 ` 3// I • ,. ` ' I - - - .� . El 36 .l0 � ,, � + +) 7�• �� l� Pl _1�+50. 0 ' b Rc P-i i .y "� El - 379. 6 - RIGHT DITCH ----------- � � '' °/' SUR EYS . .-- " �' ° Pl =1�4f40.00 Pl =J �-00. D � i � - - - - � __..; /� 6 c / - � � I I i ' ' I I 'il 'I I _' __ � , i _ _ 'li i !I ' , G� p\ �l . - � I LEFl D/TCH ---------------- �. `' I� l �-�.�+5�. � I! I ! I I!! i I I � I i I I i I +� � � El = 1365. 0 SEE SHEETS 29 & 30 FOR -YIOA- PLAN VIEW 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 � �_ '�� � � � � � � PROJECT REFERENCE NO. SHEET NO. r� ; I ii I �I �i i i �; �i i i ii i ; � LOC H N E R R-2721 114 � II II II II II II II I II I I I I II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ! ! ! ! ' ! ENGINEER ENGINEER , , , , , , 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License Y� 0 � Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N PINESLOPE DR ! � ; � � I � � � ; ��S�sE�arYPar�aY I I I I I I I I I I I I I I I I I � ECOLOGICAL S°"e lol �]E�]E][e��][��oT�]E�� ]E�I[.,A�T� Cary, NC 27518 '� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N i I i� I I I I I il I �I I I � �I , � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I DOCUMENT NOT CONSIDERED FINAL PIPE HYDRAULIC DATA UNLESS ALL SIGNATURES COMPLETED � , 30" RCP-l�/ Sta. 18+48 : � � � � � , �I i I �I I'I 'i 'i 'i I I� DRAINAGE AREA = 5.2 AC B GlN RAD i i � � I I � , DESIGN FREQUENCY = 25 YR DESIGN DISCHARGE = 22 CFS E 4/90 6 Pl = l3+15.00 oEslcN � EtFVATIoN = 400.� �r Pl = 14+50.00 � i , � � � i � i i i l00 YEAR DISCHARGE = 25 CFS EL = 422.88' ' I!�! I' EL = 422.2/' i i i i i i i i i i '! �i i i l00 YEAR l-l►�l ELEV AT lON = 400.5 FT V C = l 3 0' V C = l 2 0' ADDI IONA OVERTOPPI NG FREQUE NCY= 1 0 0+ Y R K= 65 K= 2� SUR EYS OVERTOPPING DISCHARGE = 45 CFS NEE ED � OVERTOPPING ELEVATION = 402.2 FT _ i i i � + 4 82°� (-)0 000� ( ) .500 % '� I ! ! I ' ! I I l )l. _ _ _ ^� , --- ----- � � 1-- � �6./9 a - — _ � _ _ � _ _ � _ _ � _ _ ------ __ __ -- � � —_ � �--- i _ _ _ Pl = 17+80.00 � __ �__,_ � �_ i i i � �_ ___ _ _ - - - - -- ___ -- -- __ _ __ : - � _�_ _� _ �_ � � I �_ � _ � � ' - ' ''_ � �� _ - EL = 40/.77, i � --- -- -- � -- - - -- -- - __ _ __ _— _ --_ — __ _ __ i � �! _ _ �i - _ _ __ _ - _ -- - - - -- -- --- --- ' I V C= l50' � � ----_ __ __ _ __ '� __�_ -- ��_�___ � _ � �__ ___ __ ___ ---- __ - - -- - __- �, I--�_ I_ � �_�_ I � �� � - IOB� ST o l8+ 9e70 _ _ __ ___ _ --- __ __ . -- - --_ ---- - --_ _— ' K = 22 _ _ _-- I I _ �� __ . li li li li I i i I -- � 1 � �� _-_ _ _-. I I I � � � ---- _ _-_ _-- _ _-- . _-. _ _ _ --_ - __ - _ ,--I_ ,_,- I - _._ _ - _ -- � - � ------�- -- - — -- -- �� � � -- P� OS �G D�-. - - -� - , � -- -- _ _ -- -_ _ - --- -- — -- - — --_ _ - _ — -- -- --�_ _- ��- - �� _ � ---_ -- -- - - - -- � � �6:/,9 , � - � -- - : - � i +, e -J I3.60 0% � � i i i i _ ' i _ _ -- --_ : -- : -- : - : - : _ : - : -- i � ; i i • � 7 Sr e E S . CU7i DlT HlL I ) -_ -- -- - _ - , Pl =l8 + 0.00 � ;Opp , _ -- -- - - -- -- _ _-- _ I �,i_I _ I_ I_i _i� �i I � _ __ I � _ __ _-_ _ _ __ _ - __ - : _ _ _ � _ J�- _ _ - _� �_ � � _ � _ . - _— _ _ � __ - _ � "� � � � � � �' � � � i� � �=- �,gp � ° Pl �- 8+ 0.00 � _I __ _ � � _ _ � ___ _� � El 39 .l0 _ : _ :_ _ _ _ __ i __i i _ _ _ i __ii i �i �i i__ i i i � �il i f I -:-�- -- ::- --- _ �EGI SP. CUT DITC �(RTJ I __ ___ _ __ �i --�i �i ---- _ _-- _--_ __ ��-� � _--� � _ � Pl =18+ 0.00 . _ E D SP. UT lTC �RT) - __ -- - ----------- -- — - - RIGHT DITCH E= 3 9:90 __ Pl =18+50. 0 _ __ - — _-- _ - __ _ __ _ _ - - - - -- -- - ---- _ __ __ _ __ ___ _ ___ �_ i- _i _ __ �_ _i i i- --i _ _i _ __�__ i- _ _ _ _____ _ __ __ El = 397. 0 I� _I_ I �l I � I J_. I � i I � -i �_ _ __ --- —__- -- - ____ _- � �_ _� _� _ LEFT DITCH , __ -- -__— _ � � � � � ---------------- _ _ __ _ _ --- _ __ __ _ __ �, _ ;_ _, — — � _ i_ �i_ _ i_ � �_ �_ �i i � �i �i �� _�i_ �i� � '�� i _�I_ - --. - - -_ _ __ __ __ ---__ _ i �_ __I _ - _ -_ _ _- i : ----- -- -- - -- I- � I I I � I i i i I � ___ i . _I - j j-i�-I _I _i �I I _� I- _ ----- _ - _ --- - .--- - - -- ---I � SEE SHEET 59 FOR —YIOB — PLAN V lEW 11 +00 12 +00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 --_ _ - - - __� _', - __—, -- ___ _ _ _ — -- _. _ _ _ _ _ -- — __—_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -- - -- ---__ _ ---_ - -- -- _. I I� �_ I_I I ,, I . ----- -- __ --- - _ -_ -_ _ __ _ _I _ I _ I_ _ _I _L I I_ I J,i �, --- ---- -- . -- -- - -__. _ _- - - -. _ __--_ _ _ . -_ _. - _ -_�- i i i i -_ _ _ , ----_ - r --- i _ , - -- _ _� � � � � � I I I I I I I � � � � � � -- � � � -- � _ _ __ ___ _ -Yl l - __ _ __ ____ _ ___ _ __ � �--�-� � � �-_ _ ,J;_�__,_�_� -�-� �---, _ __,_�_� � ____ ___ ___ ____ _ __ _ _ _ __ _ __ _ __ _ _ __ ___ ___ JOHNSON POND RD I I I I I � � � � � _ _ � � � _-� _- � � � �; ___ __ _ _ _ _ __ __ _ � _ _ _ � _�_ - — -- _ _. ---_ --- _ _ __ -- __ _ - -- . - - - - - - - �� � -r ___ !_� �__ ____�� _ �____ ___� �_� �_� � �_ _-� � � � � � i �, _ _ __ __ _ --- . _ _ _--- --_ -__ - --- ____ _ _- ---_ - -- _ _ i i � ii i ii i i ii _i_ __i r i_�__i� i — . __ --. _ --- _ _— -- . _ � I_— � I__ � �_I____— � ! I-- _! i ! ! —I__— ! _— ___. —___ _. — ___. __ —__ . —_ _ — — —_ __ —�I I_--I�_I— I__I I J_--� I I�_I— i �—�— I I I I i I I I I I I I I I I � � � � � _ - - -- __ ---_ - �._ �- � � - - � -- — — �� _ I� I_ _ _I_ I I '-I H_'- I �' � ��� I��- � I� �-! � _I I_ � _ _ � —�- - ---�- � _ _— -- -- -� -- �- -�- ___ : ; � _ _ __ � _ ---_ ; � _, ____ __ � ___ -__ _� _�- _ _� _ _ � �_- � - - -_ -.---_ _ _ -__ -_ ___ - __ _ __ _ � -_ _ � � _ _ ; i _ i i i � i i-_ __ I ' - � � � i i i i � , � � , � I i � i i i i -- : : : _ �- _i- _i _ _ _ _ � _ _� _ _ � _ _-�--i- _i _ � � : -- __ -- ---__ _ _- �_ �_ � �: P/ -� � � � i i i i __ __ __ — — __ ___ — -�- � ! ' - 7+20.00 '� � � � � � � � i ' i i i '� EGIN GRA. E EL = 439.48' I � I I I I �' Le 42 ,99 VC = 360' B GlN BRID E I � i i i i K= 85 �� � ROP SED GRA�E Q , i i i I i I I i ! I � -� Pl = 13+85.00 � : I ND BRID E � , , EL = 427.49 - � � � KC- 9920, �+�31 0 � � � � _ !_I— I � � : : : -�-- _--_ _, _- --- - -- , -- -- - -- -- -- - --------! --- ------ _ __ _ - � .� - i - _ W _ __- _ __ -- _ _- - -- -- -- � o �+)3• __ ----- - �+ -3.I7 ��� i � -- -- - � 5/ _----- - I li / I I! I�I I � I II � � __ � _-- _ I � � ----- . 200 ° : � � � I � � � � ! ----- ------ ----- ----- -----�+)I �� �, ��� ,�� , � ��,� � + °e I Pl =l +00. 0 � � El = 422. 5 Pl =l +50. 0 ;� E D L T: '' Dl CH( ) � � E/ = 25. 3 � � � -� _ �� --- ---- - � � � �� � � - � - — — - - - � _ i ii i � �� i i i � � l T. '' DlT HlL : El 43/.5 i � � 11+8 .00 . RIGHT DITCH ----------- Q , , , i � , � , , , i__� � , , I I I '� I _ __ � , �i ___ i � _ I ' I __ — LEFT DITCH ---------------- � � � i i , , � !� �� I�I I� I I jii � i iij i i i„ I i i jii il ill � , , , , , ; , SEE SHEET S 32 & 58 FOR -Yll - PLAN V lEW 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 � �_ u � � � � � PROJECT REFERENCE NO. SHEET NO. r� ; I ii I �I �i i i �; �i i i ii i ; � LOC H N E R R-2721 115 � I III II I II II II I II I I I I II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ! ! ! ! ! ' ! ENGINEER ENGINEER , , , , , , 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License Y� � , Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N J O H N S O N PO N D RD �� �� ���� ,, i � �,,, � � � �� �, �� � � , � � � �� � � �, �� i � EcoLocicAL ��5� sE �ary Par�ay Suite 101 ����������� ����� Cary, NC 27518 ENGINEERING �9i9� ss�-o9a9 �(� N�°Jf' L75� 1F�I� C�N571°R�.�C7['d�N _ . � � � � Pl = 27+00.00 �� �� ; _ � � i I � � � � EL = 433.07 � � � , I � I� I I I ��� � � I� ', I I� �� �� '� � �� I � �� � I VC - 200 K=�J�I �Y� � A- DOCUMENT NOT CONSIDERED FINAL ND SP. UT ITCH LT� i i END GRA E i UNLESS ALL SIGNATURES COMPLETED U : : l- 28. , �, �'' I ELa 4 60/l I � I� I� � I� I', ', �, I Pl = 6+50I.00 Pl = 7+50 00 � O El = 429. 4 El = 429. 6 , -- -- � ' I I ^ ° __ -- ____ _ _ __ - - � � � � � � - � � -- - _- ° ___ ____ --- 900°e � ( 0.65 / _ (+� 1.41 /- (+) I. � � __ \ - - -- � - � --- --- T ---- - ---- 0 Q --- ---- ---o ---- -+) .70� j--- --- i I D P. �T. ' DITG (RT) i i i II ; � Q 00 0 � Pl = 7+50 00 - ' � - - (� � El = 429J �� �� I j ' �I l- 33.4 � � , �� �� I I I �� � I � s�� Rc -iv i ! � i i � Pl = l2 f00.00 _ + � � : � : : : : El = 427. 4 : � EX/ T l G GRO ND � i EL = 407.1/' � i -- _� _ _ -- _ _ � _ � � ___, �___ � � _ _ VC = 200' _ -- i� --- , � ��� � ��� � I _ ___ � _ _ _ __ � � _�_ _� _ - _ _ _ _ _ _ -- _ - ,, � � � � � � BEGI SP. LAT. 'V D CH( T) � � � � � � K 32 � _ .�� A�� �� � �_ i/_ +/3. 0 � � i �l - - -_-- l = 6+00 0 -- - _ _ � '� I �;_ j_ - _- - - � '-- _ _ C� - _ _ _ __ _ __ �� l = 33. 0 -Y12 - S Ae l0 �-60a0 W El = 427. 4 _ �_ __ I I! _-_ _ - --_ ---- _ � , , � : PIPE HYDRAULIC DATA -_-- �I _ I, I, �'I . �, l= f0 . 0 I� I� ° � J1.50 ° � � � - --_ ----_ a _ � --- _ -- - l = 34.9�j � g�/ , 4/ � __ _ __ l8 RCP- Sta. 26+99 � � i i i i " i i � i .8 2 --- � � � - - - - ---- -- _ __ -_ ---_ � � � i � � -` i_-- �1 __ _ DRAINAGE AREA = /.9 AC -- , --i . �i- ----�il- - i � � � '---i- -i- - �- � -- _ _ � ° 6/ - ---- -- _- i - ( _ �_l.3 _ -- - ------ ----- - - T , � : DESIGN FREQUENCY = 25 YR : i i i i ----- ------ ----- - i � _ \ ` : DESIGN DISCHARGE = 7 CFS � � � � - ------ __ _ __ 'i _ 'i - '� '� � - _ � - i i ' E D , SP. UT L�ITCH LT) � -, _ � -- _ � i_ J_� _ - _ , � � � Z --- DESIGN HW ELEVATION 4302 FT __ i � � i � �_� _�� � I �_ i I � _i _ U _ __ l00 YEAR DISCHARGE = 8 CFS I -i i �_I _ 'i _ - '-'i i i I � i i i �i �i� �� __ _ __ __ PE�-� �� O i � � J - _ � _ � _ _ �� � S -- - f�(- _ _- _ _- I I_ __I I _ I _ _ _ _ I I �--- -I I I I ! - -_� ___ _I I �__I -- ___� _ • I� -- lDO YEAf� HW ELEV ATION - 430.3 FT i i i i i � i i i i _ 1/ICG- R�ICI � i i i i i i i i f _ _ __ _ _ Pl �0 5 .00 -- - -- , - -- , , � _ � � � i �_� � � � � � � Q _ __ _ f OVERTOPPING FREQUENCY l00_ YR i___ i i �i_i i --_ _ � � � El 400 00 --- � � -- ---_ __ � OVERTOPPING DISCHAf�GE _ �0 CFS -- i i i i_ i_i _ i i_ i ---- __ _ ___ OVERTOPPING ELEVATION = 43/.2 fT � � � � � _ __ --_ i i_ -�i __ _�i _ : -�- _�i -_ ----------- -_ -- ___ __ _ _ ___ _ ____ i_I I_i I�' _II_ II LI I � I J_. l I i I J , �'_' i_ - - RIGHT DITCH � -� - -- - - � I � l ___ __ _ . _ ! - - _I _ _ _ __ ' � - - � � � � -� � � � __ . _ _ _ __ i_� i_ _i _ � i_ _ � �_ � �_ � � � � _� � � � i i_ _ - -- - - SEE SHEET 60 FOR -Yll- PLA lE i I� i i i i i� I i � I V __ ___ --__ � __I I f I_ I_� i _ _ __ __ _ __ LEFT DITCH -_ --- - -- __ --- --- ,--� _ _� _ � �_� _ -� � , , _, _� . _, ; ;-��-- _ -� -��� � �_ ---------------- SEE SHEET 6/ FOR -Yl2A- PLAN VIEVII 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 11 +00 12 +00 13+00 14+00 15+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . - - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , -� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i � i � i I I I I I : : : : : : : : : : : : : I I I I I : : : : : - _ _- --_ _ ___ _- �--I_ � I__ �� J�_�_ I_�_� -,_� I � ,--I , � I � � �-�__I_ _I__ , � I _- - -_ _ _-- --- -- -_ _ _ ___ _ -- - -- - : _-. : .- -: : --- : : - : : ---- : .- - : -_ : ._ --: -_,_ _ ,--. __. , . . _, _. _,_ _,_ _ _. - - _. --- _. _ -- - _ _ . - _ ---- : _.--- � � � � � � � I � � � � � _ _ � � � � __ __ -- - _ _ _ -_ -_ i I i I- il II i il i I- i i i i i i_ __ -- ___ - -- . --_ - - - - II I . - --- _ _. __ . _ - ---_ _ -- _ _ _ I� _ _ __ -. _ --- I � I- I -i--I___ - - -- --. _- - _ -__-I _ _ -I - -- - - - _ - . iI --_ -. - - . __ --. _ � ! ! ! ! --- _ _- I__ -- - - - - � I J_--� -- . _ -- i'' i ' ' ' : : : : : : : : : : : : : : -Y12A- � � � � � : : : : � : PIPE HYDRAULIC DAT A i i i i i _ i � 36" RCP-l�/ Sto. 16+74 _-_ __ __ __ � �_ ��_ _�I _ i� �I_ � i� �I�_ �_�I _I � I_ � ___ -- - ---- ___ _ ---_ �� � ,_� __ ____ __ _ � ----_ -- - -- -- - _ __ __- ' . -_ �� _ _ _. ,-_. - - - -- _._ _ - _ . PIPE HYDRAULIC DATA DRAINAGE AREA 13.0 AC i I i�-- - �i __i i, � i, � i -,-_ ___ - - - - DESIGN FREQUENCY = 25 YR � 24" RCP-� Sta. 26+48 DESIGN DISCHARGE = 42 CFS i i DRAINAGE AREA 4.7 AC i DESIGN l-lW ELEVATION = 394.2 FT � _ _ l00 YEAR DISCHARGE - 48 CFS _ _ __ __ _� �- _ii_ _�i �- �i- _ ii _. _ _ii _ _ � _ _ _�- _ii_ _ii _ �_ �i_ DESIGN FREQUENCY = 25 YR - --_ �i _ __ __ ----- __ --- -- l00 YEAR HW ELEVATION = 394.6 FT I �, -- � �, � � � � � � � � ' �, - DESIGN DISCHARGE _ l4 CFS _ I I DESIGN MN ELEVATION = 395.6 FT I - + � OVERTOPPING FREQUENCY l00_ YR OVERTOPPING DISCHARGE = 59 CFS � � l00 YEAR DISCHARGE _ l6 CFS I � OVERTOPPING ELEVATION = 395.3 FT I l00 YEAR HW ELEVATION = 395.8 Fr I � OVERTOPPING FREQUENCY= 50 YR � �� i � � � � � � � � � � � � � � OVERTOPPING DISCHARGE _ l5 CFS Q i i i , i i Pl = 20+75.00 OVERTOPPIIVG ELEVATION = 395.7 FT � EL = 407.95' VC = l50' _,, �--,; � i �I �I K_� , i� 'I ; � i� 'I i� �I �'I � � � j � ; �� I � �� � � � - B-�R - � � - - - - - W Pl = 16+50.00 ; , � , I � ! I! I! � i f Pl 2 0.00 I E SP. UT lTC lLT) �1 EL = 400.3/' P OPO ED GRA E _ _ � VC _ 200' (+ 1.7961 e � J2.0 % El = 393!60 - l2A ST e 26+ 2e98 K 6/ EGl SP.� CUT DITC ILTJ E e 39 el9 __ �_ -- ----- ------- -- _ __ _ � � � _- '� - --�-__ __ __ _ : _- s � � � o __ __ _- -- I -_ __ �/ - 95�4 �- � -- � e � e /''� __--�,,� _`` _ J � -� `- I � _ - � _ _ , � I -' ���_ ��Q�' �' 3 - � - i I i i�� I I � � ii i � �� I I i i (-1 -�- vi -�6�/ _ _ - � i i I i i � j i � � I _ � a'_'_ _- -_ - �}/ - - - _ - __ � , i , i , i , _ ___, : J EGl SP CUT DITC (RT) ' - _ _ _ � � ' � � '3 _ � � 36�� RCP-iv i i i I i RIGHT DITCH ----------- l= 398J � „ E t�J BE ' DlT HlR7�> __ I_ I__ _ �__� � I I I_ __ _ � 4 Rq P- v Pl � 26+ 9.00 � � � � � � � � �; � B-��C T- C I I i I i i I i i i II I i i I i II I i i ' I �= f�0 00 +� Q I � � ! � � LEFT DITCH ---------------- �l = 393. l l=�9/.3/ SEE SHEETS 34 & 35 FOR -Yl2A- PLAN VIEW 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 � � � z � � � � � � PROJECT REFERENCE NO. SHEET NO. r� .. , , � LOC H N E R �, �I �i i i �� i i i ii I� il i i � i R-2721 116 � II II II II I II I I II II II II II I II II I II II H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , ' , ! ! , ' ; ! ! ' , , ! 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I � � , � �� ,, � � I ,,, � � I �� �, �� � � �, �, I � � � I , �, �� � � ECOLOGICAL sU�re �o� l�]E�]E][e��][��oT�l]E�� ]�I[.,A�T� Cary, NC 27518 � ENGINEERING �9i9� ss�-o9a9 �(� N�°Jf' L75� 1F�I� C�N571°R�.�C7['d�N PIPEHYDRAULICDATA ������ ��� �� ����� �� � ��� �� ��� �� ���� � �� �� � ��� I I I I - i i �i i i � � � i 24� RCP-l� Sta. 10+43 � i i i � j l i � � � � � DRA/ AGE AREA = 2.7 AC � � � �! I I� I I I �! �i � � � I li !, �� I N DESIGN FREQUENCY = 25 YR -Y12 B- DOCUMENT NOT CONSIDERED FINAL DESIGN DISCHARGE _ 11.4 CFS UNLESS ALL SIGNATURES COMPLETED DESIGN llV�l ELEVATION = 398.3 FT l00 YEAR DISCHARGE _ l3 CFS , � i i , i , ,, � , OVERTOPPI� FREQUENCY= �0± YR : i I i �i ; � ;I �i I �! I �i �i �i � �I �I �I �I __ �� � OVERTOPPING DISCHARGE = 20 CFS OVERTOPPING ELEVATION = 44�J � PIPE HYDRAUUC DATA PIPE HYDRAULIC DATA lBuRCP-lll Sta. 15+32 � � � � i i � � 30" RCP-� Sta. 20+09 i� � �, i, i ! DRAINAGE AREA = l.5 AC � i � � i ! ii i � , DRAINAGE AREA = 5J AC DESIGN FREQUENCY = 25 YR DESIGN FREQUENCY = 25 YR DESIGN DISCHARGE = 6.3 CFS DESIGN DISCHARGE = 20 CFS DESIGN /�VI/ ELEVATION = 395.8 F� � i i DESIGN HW ELEVATION = 386.2 FT l00 YEAR DISCHARGE = 7.2 CFS ' � � ' l00 YEAR DISCHARGE = 23 CFS Pl = 10+55.00 ,, I I l00 YEAR l-lW ELEVATION = 399.0 FT I I�, I 'i ' I� � �� I I I' I l00 YEAR l-l�l ELEVATION = 386.4 FT EL = 399.94' I � OVERTOPPING FREQUENCY= 100± yR !i 'i i, ' ' ' ' ' OVERTOPPING FREQUENCY= 100± YR V C= llO' OV ERTOPPING DISCHARGE = 20 CFS ', , OV ERTOPPING DISCHARGE = 23 CFS i : : K = 32 : j - - OVERTOPPING ELEVATION = 399.3 FT ;I - _ _ OVERTOPPING ELEVATION = 287.4 FT _ _ : : - : . --- -- _ Pl = l2+10.00 __ �__,_ �__ � � ___ __ _ _ -- _ ___ _- - __ _ : �. � _�_ _�i , �_ _ - -- _ -- _ _ -- -- - __ - - EL = 403.62' _ _- '� '� � ' '� - '� ' '� � - '�_� _ _ �� �� _ _ - _ -- - - - -- __ --- C= 200' ---: I' I I==�. i � � i � � � _I�_ --- -� BE lN G ADE � _ ___ --- - _ - - __ _ _ � � __ , Pl = 16+75.00 �- _ ' __ -- _ _ ---- __ _ _ ___ � _ _ _ _ _ _ _ _ ___ _ 0 o K- 56 � � � � � � � EL = 398.15' Pl = 18+00.00 : -- : - ' : : : : - _-- �i _ �i _ �i �i _ _ �i C = 1�0� 'i - ' ELo OOoS � i �_ _,_ �_ � � EL 395.90 _ _ : _-- --- __ K = l60 ' � - VC = 90' _ _ _ _ _ _ _ -- -- -- �f�eP - AD - Pl = 19+20.00 --- -- - -- � _ � K = 58 __ _ _ ___ _ - za�� R P=iv tC �%� � ___i � �i-- _ __ __ __ - � _ __ ( )�• ° ' __ _ _ __ _- -- -- -- _ : _ i � EL = 39/.88' i -- - -- VC = 80' - -- - , � � K-46 - � __ - _ _ e -- - : __.� • 94 0 � +)2. - `, - - - 1 _ _ _ _ � Jl 80 0%' (-)l, 020 e i i -Y/2 � - S Ae 20I f20e 9 - -- - �-� � 48 -_ : --:_ -_ - �� --: � � � �� -- �- `_ ,� ,� -- � ' _ _ �- 33 e I � Le3 6e77 - : - __ - - - � �i _I_ _- ! i-� --i i l_ - - � - � - - � I _- . _. -- - e - D P. C T D CHl T) - --: -- I'' ,I � � _ � I -_ __ �(` � � __ _-- _ _ ----_ : _ .08 e _ __ __ _ - - --- -- - RIGHT DITCH ----------- - 96.8 _-- _ _ I I I � „ RCP-1 I ° - __ ___ __ ---- _ __ _- ___-_ _ __ ___ �I-I '--- -_. _i_ -- _ - I . -_ I i -. -- I-_= - - --------- _- . - __ � . ----- -__ . - BEGI :SP CUT DlT HILT _ _ � ____ __ ._ LEFT DITCH � � -� � - __ _� � _ � , ; , _, � , i _ ---------------- i � -l- _i _ i � i � � �� i - _- -- -- - Pl =l +00. 0 -___ : -:- __ -_ __- I-'�_ __'�- _ -1 - f _I_ _ _�_� � _ -- I � I I i� I i i i I I--�,-�-�i �_ _II � II II-Ii�-I I I_I _I II I II!_-I- l= 398. 0 : n � � _. ___ _ ---- __ _-- --- 3�� Rc p-i SEE SHEET S 35 & 6/ FOR -Yl2B - PLAN V lEW 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . - - -- - - -- -- - -- ---__ _ ---_ - -- -- _. I I� �_ I_I I ,, I . ----- -- __ --- - _ -_ -_ _ __ _ _I _ I _ I_ _ _I _L I I_ I J,i �, --- ---- -- . -- -- - -__. _ _- - - -. _ __--_ _ _ . -_ _. - _ -_�-I-_ i i i i _ _ , ----_ - r --- � i - -- _-_ � � � � � I I I I I I I � � � � � � � � � � - . _- --. _ _-- _ _- �--- I__ I J_�- I-_. -_. I - � � I I__ i � I _i __-- - - . -- --- -- -. _ . -_ _ - - __ __ - I II il II II I i . __ . -- _ _ _- -_. -_. . _ _ _ - -- __ --- __. - __ _. _ --- _ _--- � --: :- -- --- - ---- :- -- -- US 401 � � � �-Y �3 - � i i i i� i � _ _ � � � � I = + _ -- - _ _ il i i i- _ i,I_I I �I I j_ �I j j I-�I i - _i i i i -i _ __ __ _ � - _ _ _ _ _ - - -- _. ---- _ P 38 20.00 -- / , ___ _ _ � _ __ i, _ __ -_ : � � _ _ _ _ _ � . � EL = 362.84' � ---_ _ -__ _ _ ___ �_� �__ � � � � ____� _ i � i i i i i _ _ _ ' � __ _ _ - _ __ ___ __ _ __ ___ _ _-- __ -- _ _ i i i __. _ _- _ i -I--- �i I�_i_I ______ __ _-- ___ - _ �--r--- ___ _ _ - fl- _ _�� I_ _ i� I�_'_ �_�_ �-- li i � �i ��_� -�I � � � �/C - 680' � I �1' � � o i i � K=/2/ i 1 i i i i , i� i Q i i i i SSD = 5/0 i� i : : : _ : : : : : _- : : � � � � � � � i V=55mh i � : : : P I � -- _� - �_ -� - - � � � -� -- � - - ��_ �_ �� � � - ''� I- � ___ I I I '_I H-�- I �� � �� I� �� -! � � I_ _---_ -- - __ _-- - � - --- _ _ _ _ _ _ �, �-- ____ _ _� _�- _ _� _ _ �_ _� ----�� - - -_ __ __ _ -__ _ �, , � � � _ ___ ; _ _ _ _ _ ---_ , , ,-, - ---�- - , , ( )0. � 888�! � i : � � � � __ � � � � � � � � _._ i l li I� i �I I I I I I � � � I� ����� I +�5� � ' � _ __ � __ � � � � � � � � � � � � � �� � ���� � �� ��� ��� ���� �� � ���� ���� ��� ��� ���� ���� � �� ���� ��� ��� ���� �� I � �� �� �� � � � � �� �� ��� � � `- �_�__'I=Z_297 °�--- � �� �� __ __ __ _--__ _ __�--i-_ �_�_�-_�_ _ i _. _i___ � _: __�--i__ _i _ ' � � ---_ _ ._ _� _ i ___ _ _ _�i_ .� � --- , � --- i _ __ __ - I �, -- ! �, i! i! � ! I i ! � - � � I ��� I I I � � �� � � � � � � BEG N G ADE � � � � � I �l =3 58 � � �1 -Yl - S Ao 29 9000�� ', ; � � � ���' � ELe 2000 !� ! P OPO ED RAD � � � _ � I � � -- -: ' Z Pl = 30+75.00 ,,- � EL = 323.79' � � � � _,, � ! I� _ VC = l70' __ ; I i� �_ - � � I � Q � _ _� 'I � � I 'I I I I'I , I '� '� 'I - - - � - � K- 202 , , � � � I , �- _ � , e - , , , - +) •2�2, ,, ' I I I �l-l�G--G _Rfl j i � ! e ,T Q° �' ',-- li li i i i i !i i , +).40 ,, ,-- , ; , , l=29+98. �_ �' _,---- '° o E D SP. UT QITC LTJ - • .-- ---- -__-= "(+� El = 324. 0 . - -- - ,,� - , - ,, � � � ,,- � � i i i � � � i i i i � ,,,, , -- -- � i , � , - - - - - �� ! � , i , i I �� _ �' D SP. UT DITCHRT) ----------- - RIGHT DITCH p- -�-p-� /-�� -�-/� � �I ,j-- � � �--�� I I i II � _ � _ ' � i _' i � � LEFl D/TCH ---------------- U Jl Vl Ull I I� ! I Illi � i iill Il i i„ I i j jii �� ! I�i ili li I Pl = 9+5 .00 I ; I � El = 3/3. SEE SHEET S 62 & 63 FOR -Yl3 - PLAN V/EW 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 � ��- ��� � � � � � � PROJECT REFERENCE NO. SHEET NO. r� ; I ii I �I �i i i �; �i i i ii i ; � LOC H N E R R-2721 117 � II II II II II II II I II I I I I II I II I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS ' ! ! ! ! ! ' ! ENGINEER ENGINEER , , , , , , , 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 (919) 571-7111 NC License , ■ � � Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N I I ' I V� `"F O� , , I I ,, I 1151 SE Cary Parkway I I I I I I I I I I I I I I I � ECOLOGICAL S°"e lol �]E�]E][e��][��oT�]E�� ]E�I[.,A�T� Cary, NC 27518 � '� ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N _ i i� I I I I I I I �I I� � I� � �I , � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I PI = 49f2Jr.00 DOCUMENT NOT CONSIDERED FINAL EL =.�IE.'Jr'Jr� UNLESS ALL SIGNATURES COMPLETED ; � ; ; �C = 400' . . i� � il il il I l il i i l il i il il �l i il �I il il K_�8 � � I ! ' � � I � Pl = 38+20.00 (+ 0.96 8°0 __1-- -- -- -- -- � O _ � Pl = 44+25.00 (+) •2�� �° __�--- — -- � -- � o EL - 362.84 EL - 360 49 � I � ~� - � V C = 680' - • � ', P OPO EQ RAD � � I � � � � � � � �i _ _ � -. _ , - - - � _ _ _ _ _ o - I\ - � _1-- -6 � _ _ .78 Q _ VC 530 1.-- (+) � K /2/ -- � � � K /47 ---- - = __ _ _ � __-�`. _. 8a � � _- - - ----- / - 374.� _ -- � _ �- — - _ _ _ _ � l-)0., 888 e t i i ��I �� I II Pl = 0 75 00 - - E/ = 372. 5 = -- - � - -- � _ - -- -- -- -- __ _ - I - : : __:( ) 0.2 76% : : : : : : : _�- � �� � ��_� � l = I369. 2 _ � • i � _ _ : : : `_ - W --- -------- � ___ � _ �� � � � ___ l= +0000 � E lSTI G G OUN --- _ ---_- -__ _ ___- � -- _ � _ __ __ � �,_ �� _ � � � �� l= 366. 5 _ __ ___ _- - � I _ _ - i _ i__ I - _l _�i_ � - �l __ - -- __ _ __ _ ___ _ _-- - _- _ _- _ -- - _ -- ---_ __ __ __ __ �� I� I--�. I_ _ i �_i,-_I_ i i� i _i-_ i i -I- -I I_ i _ - _ __ _ -- - — __ __ ___ ---- - — - � _ __ ___ _ __ _ __ _ �___. _ � _ � : : � __ � _ _ , _--- _ _ _ - _-- - __ - --_ ---- _ � � _ : : __ � � _ : : � � _-- _ ___ � : = f � � � � � � � � � � � � �I l 50. 0 � � � � � W - --_ ---- _-- _ ___ _ � _ _ _ _ _ _ _ _ _ _ _ __ � _ _ ___ / = 357. 2 __ _ _ __�_ � __ � � --',- '� I '� _�_ � '� _� '� � � - - _._ _ _ _ -- _ _ � - - _ ---. _ -_ _ - __ _- _- __ i I�_-_ I� i_- '---�_ . _- ___ � ! � i J � i i i i _ � _ � _- _i_ -i- - �- �� _ _�� __- _ _ - --- J - __ _ ---_ ---- -- _-_ _ : -- : - - - : : - : _- . . i _ _ _ : : : : Z Z __ _ _ __ __ __ i _ i __ �� i i _ _ i i _ i _ -- -- _I� � � � I� - Q - -- -- _ _-- _- -_ I �,_ I I J,i_I I_ I- i_i_ _il � i II il I I �,i_ . J- -_I I -_ _._ _. -_ _ _ --- __ _. _ . -_ __ -- - - — Q -- - --. _ - -_ _ __ i -I JII- I-I - II - _ i_ il I _ I _I � I II I �I II I �I I _�I I- - — _ . __ _ . - -- __ _ � -- _ - __ _ _ I _-I __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. -- _ _-- _- _ I I_I__ ! I I I I I I__I_I I I I__ I I_I I I! I ! I I I I I I .-__. ---- __ _. - _. .- -___ � --. _ ---- - __ i _ i i ' ' ' -- I_ . _I I �II_�I I _--I II _ i � � --_ _-- ---. . __ _ _._. _ _ -- __ --_ __ -----_ __ ___ RIGHT DITCH ----------- _ -- _-- _ _ � � � �_ �_� _ � � _ � ---___ ----- ___ _ - - _ __ ___ _ ---- _ __ _ � � � � __ � � _ � _---__-- ------ __ _--- _ --- -- ____ _ __ _ __ --_ _ _____ __ _ ___ �_i �-_i-_ _i _ -_. _�_ _i- -i i_ _. _i __ _i _ _ _i --- -- --- ----- -- - ___ J LI I � I J, l I I i J _i i_ -�'-� '- --------- -- -- ___-- I � _I_ _ � li i I - _ _ _� , _� _ ____ _ _ __ -- ___- LEFT DITCH � � � � _ ---------------- _ _ __ _ _ --- _ __ __ _ __ �� _I �_ _� - - ' I_ �I_ _ I_ i i_ i I il I i � ii il II —II_ II I �I �i _� �I— — _-- --. — — —_ . -- _. _- ---. _ _ ----_ . _- -- -I__ -__.- _ Ili i �-. _ -i i � - I ! I I I I __,__ i j-�-�-- ___I i�II I I -- ___- ___ . -- ---- ___ _ _ _ _ _ _ _ _ _._ � SEE SHEET S 37 & 63 FOR -Yl3 - PLAN V lEW 41 + 00 42 + 00 43 + 00 44 + 00 45 + 00 46 + 00 47 + 00 48 + 00 49 + 00 50 + 00 51 + 00 52 + 00 53 + 00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -- - -- ---. _ _ ---_ - -- -- _. I I� �_ I_I I ,, I . --- -- -- __ -- - - _ - _ -_ _ _- _ _I _ I _ I_ _ _I L I I_ I J,i �,i -, i i i --- ---- -- . -- -- - -__. _ _- _ - -_ _ __--_ _ _ . -_ _. - _ -_�_I-_ _I ri ' _I _ , ----I_ ---I- � _ , -�-I- __i ---- __ _ _ _ _� , - -- _ _ _-- -- _ . _. _ _ _ --- _ . . . . . . . . I I I I I : : . . i i i � i � i I I I I I : : : : : : : : : : : : : I I I I I : : : : : - _ _- --- - --- -- -- _ __ I__ _�__I___ --- I--_ _ _I � __ ____ ___ _-- --- __ ___ �--- _ _ � -- -_ _ _ -- - -- - J � Ir � � I� �� �� � � �� � � I�� __ _ __ --_ _ --- _ __ __ _ __ __ -__ ,___ ___ _ _ _ __ --_ ___ --- ____ ---_ _ --- _-- _ _--- ---- ' ' ' � US 401 I I I I I _- _ : _- _ _ _ -_ : : __ _ : � � _� � � � ��� � � ��� ; i i i i i � _ � _ _ � _�_ ---_ --- -- -- -- __ _ _ _ - - - - - � � � -r - -- — -- ___ i, _ ___ ---_ I_i i__ __ _I� _ li �____ ___� i_i i__i i i_ __l _i i i i i iJ _ --- __ _ - _ --_ -__ - _ _ --_ _ -- ---_ - — C9 _ - . __ _. _ _ _- __ I_I _ ! I_--� ! __ _-_�_l-I �_1----_I ! II I-- _II __I II II J_-_�I . i . I I__- I I I--�_I_I ___. -___ . -- -. - ___. __ -__ . - _ - - _ li, , , li I , � , ' 0 : : : : : : : : : _�_ : : : : : : i i i i i : : Q : i : Q P ETE 540 i i i i i i i i , i I , � _ - --�_ - I �_i I_� � I� I�_ �_I � � __ � , __ __ __ i �- '� _'I _ i�� I_ _I I I-I i i� � I�_�,. I � � �, � � -� �'� I_ __-__ -- - -- -- - ___ _ _ __ _ _ ---_ �� � _ __ ____ __ - - -_ _- __ _ -__ -_ ___ _ - _ - - _ i __ _ _ -__ _ : � � , � i � _ __ __ i_i i __ i _, �p _ I : .__ : i� i , \ , ; , � , Pl = 58+85.00 � � � � � � � I EL = 385.8/' � � � __ __ _--__ _ _I— _ _ ._ __ __ __ -- --- _�, _ -- ,__� �I_ �� - 2�0 � � � �--�-_ _ , _�__ � _ -- _ __ __ ----- _ _ --- -- __ ___ _ _ - � - ' � -- --- ------- — j K= 30/ ' ' PRO OSE GR DE � � � EN BRIDGE I I I I I � I 0 B Gl RlD E � � Yl ST o 54+ l08/ � )0.9 48 °o +)0. 000 °o i i I (� I i _, -- � -- � _- � � ' _ - -- --------------- �-- -- yr --� -- --- -- -- -_ -- -- -- -- -- -------------- -- J , __ _- -- - - � � � __ -- -- -- -- -- -- - -- -- -- -�., i i i _ - -- - � ( , � � � i_ _-1 I � i II, I! IIIJ I� !I JI� I Q � '� _ XlS ING ROU a � , _ i ' � ', � '� ' - - - �� ' - � . - - C-/�(-�' - � � �� � � I , , Rl =6 +3 . 0 : � ' I I, , I � : , , , : , �i � I El = 377. 8 Z � E SP. CUT DITC tRT � � j I � � j i � Pl =66+00.0 � I� �, I I'�� I � ��'� ',�,--�I� � � I I� '� � ��� �� ' - • , --; �I , ; , ; �, W ' I � I ' � � � � , � -� ! ! II -!! ! II ! ' ' i II - - - - - � � � � � ! � ! ! Q � RIGHT DITCH ----------- � , � � � I _ � � I I �i i i _i i-- i i-- I -- � i___ i I_ il__ � '� � ' ; � � � � � �!, !, � � � � � ; � � ', � � � LEFT DITCH ---------------- , i ' 'i ' 'i : � ! � � SEE SHEETS 37 & 64 FOR -Y13- PLAN VIEW 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 � �_ '�� � � � � � PROJECT REFERENCE NO. SHEET NO. ,� . � � � � � � � �� � � � � � , � L O C H N E R R_2�2, „8 � � � II II I I II I I I I I� I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � Y� � ! I! � ,' , 2840 PLAZA PLACE SUITE 202 ENGINEER ENGINEER � -Y�3 - US 401 � � � � � RALEIGH, NC 27612 � ��'i A� (919) 571-7111 NC License � Number F-0159 �������s�s��s ��e��� � �� S�/-►, �fQ ,OQ NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N P/ = 67+50.00 , , � I; , � I �,, �� 39 e4Q , , ,I ; I I, , ; I I,I ,,,I �' 1151 SSu te 101rkway � EL = 388.40' ! ° ,� ECOLOGICAL �a�, N� 2�5�8 ]�]E�]E][e��][��oT�]E�� ][�I[.,A�T� � VC = l50' ENGINEERING (919) 557-0929 ' P�OPO ED RA I I I I �� N�� LJ�� ��� �����R�.T����N � : K = 350 ! � �� � o � � � , I I, , �� � I� I lil I ! Ili I ! li l I � � I I � � � (+)O. 2S2 0 -- -- DOCUMENT NOT CONSIDERED FINAL �- '-"� L-- — -- --y-- UNLESS ALL SIGNATURES COMPLETED � __ l+) .300 `_- -�+ 0_7.� 2-_ -- -- -- • i- -- �`_ -- _- _ �+ 1_58$0_`__ -- � -------- --- --� � - -- - � E - ; , ; I � j ! ! � � � � �, l=7 +50 00 � �� � � � � : l = �388. 6 I � X/S /NG ROU D I El = 384. 9 � iii i ii iii i! I�i' I! i ii I' !li I i i' i � : W ! EGl SP. CUT lTC lRT) i i l =6 84 �� � �i i i i � i i i i � � U � II �i'il Ii Il lli'i �ii l I! Ii I'�'i �i'i I� � ��I I �i � i � � ! I I I I! ! I I I ! I I I I I � il i il il i il _ � _ _ I _ _ I _ _ I _. ___ � C LI I I _ _ --- -- _ -_ _ . -_ _. - ___ _ -__ -- _ _. _ -- - � . _ I_i__�_ i_ __. ---_ .- I I_--� i___ i i -- _-- -- i i i i i i_ _ - _ _ -_ _ � _ � -�_ _il _ il- _i I i_ _i i _ _il _ -- -- --. - — --- ._ _ - -- -- - - -- -- - �' I I-I -I I I I -I _ — _ .— _ ---_ — _ __ I � ! _ _ I _ _ I l I I -I _ I l __ . - _ _ -- - -- _ - __ -- - - - -- -- - -- ---. _ _ ----- -- ' _. __ II _I- �_ I- _ _- �,i_I I _L I I J,_--� I -- --- I � �--li __ . __ _ _.- _ __._ . _ __ ---- _ _ - _ - -_ _ _ - __ --. _ --- _ _- I J_I-__ I I� I I , __ --- --- _ _ - --- _ __ - ` - __ I _-f_ I _ i_. _ II � _ � i . -I- i i j __ I_ _. i -- - --. ---- - --_ --- . _ _-- � . _-. _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ . -- --_ � i i i i i i i i i i i i -- - --- ---- - --_ _-- - _ _-- - --- I _ I I I _ I I . I I I I _ _ _ _ _ _ _ _ _ _ _ _ --- --_ _ _ __ � _ _ � ,__I_ I , ,_,_ I _I_ _,_ __I_ �� _ � � _�_ I �I _� � I _ __ — , — — —._ _ _ -- -- -- _ _ __ — _ � - ---_ _ � � i � I i � i i . __ -- -- _ _ -- -_ __ _ - --- -- — - __ _ - __ -- -- ' --_ -- ---_ _ _ i_- _I_ -I- - �-'I __- _ _ . _ _ _ ___ � __ I __ i_ I I li __ �i i _ _ -- -- I I I I I I I __ __ _ _ __ __ __ _ __ � _ _ _ _ -- -- � � , , I �,_ I J,i_I _ I- i_i_ _il � , I il I I �,i_ . - -_I I -_ _._ _. -_ _ _ --- __ _. _ . -_ __ -- - _ _ - ---- - - -- -- _ _-- - - -- _ _ - --. _ - -_ _ __ i -1 JII- I_I _ II - _ i_ il II _ il _I � I II I �I �I !I �I �I I_ - — _ . __ _ . - -- __ _ ! -- — - - __ _ _ I _-I __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. _ -- _ _-- _- _ I I_I__ ! I I I I I I__I_I I I I__ I I_I I I! I ! I I I I I I .-__. ---- __ _. - _. .- -___ � __ --. _ ---- - __ i _ i i ' ' ' --- I_ . _I I �II_�I I _--I II _ i � � --_ _-- ---. . __ _ _._. _ _ -- __ --_ __ -----_ __ ___ RIGHT DITCH ----------- _ -- _-- _ _ � � � �_ �_� _ � � _ � ---___ ----- ___ _ - — _ __ ___ _ ---- _ __ _ � � � � __ � � _ � _---__-- ------ __ _--- _ --- -- ____ _ __ _ __ ---_ _ _____ __ _ ___ �_i �-_i-_ _i _ -_. _�_ _i- -i i_ _. _i __ _i _ _ _i --- ----- ----- _---_ ___ J LI I � I J, l I I i J _i i_ -�'-� '- --------- __ ._ ___-- I � _I_ _ � li i I - _ _ _� , _� _ ____ _ _ __ -- ___– LEFT DITCH _ ___. � � � � � ---------------- _ - __ _ _ --- _ _- -- - __ li _I i_ _�I _ I �I- _ I_ li li i I i I i � ii il II —II_ II I �I �I _� �I— — _-- --. — — —_ . _ -- _. _— ---. _ _ ----_ . _— -- _. _— �—I-- —I_— —_. .— _ —. . _. : I _ — -- — --- — _ _ — -- — --- --- ----. I i � I i i� I I � I _, — i_ _I . I—�—�-- _ . �—���I I_� II_ : : SEE SHEET 64 FOR —Y13— PLAN VIEVV 67+00 68+00 69+00 70+00 71+00 72+00 73+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i i i -_�_I-_ _� _ , ----I_ _I ri ---I- i _ , —� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i � i � i I I I I I : : : : : : : : : : : : : I -- I I I -- I : : : : : - _ _- --- - --- -- -- _ __ I__ J_�_ I___ ___ _ _I__ , __ ____ _- --- - __ _ _ _ �__I_ I � � � � � � -- - -- - : _-. : .- —: : --- : : - : : ---- : :- - : -_ : .- —: -_,_ _ I_. __. __. I . _,__ _. -- _. --- _. _ --- _ _ . - _ ---- : _.--- � � � � � � � � . : . . : : : . : . . : . . -Y13A- , : . _ _ � � � � _ __ __ _ _ _ _ __ __ � �_ � � � � �_ ___ _ _ _ __ __ _ _ _ . _ � _ _ _ �_ _ _ _ _ _ _ _ _. __ __ ___ �� _ _ __ -_ �_� �__ -___�, _ � -__ -__� �_� � � � � _�__� _ ___ . _ _ _. ___ ___ _-_ ___ . _- ____ _ -_ _ _ , , -- - _ I ----- --- -- ------ � , � -, � - _ _- --_ _ _-- _ __ __ _ _ I li__ I I__ _ �_'i _ _ i i � , __ ______ __ _-- ___ _ __ __ __ _ ___ _ _ - __ __ _�� �i I�_i-� -I--_ I I�__, : : : : : : : : : : : : : : : : � � � � � : : : : � � � � � � i i i i i O __ _ i --- - --- - ---- -- - --_ - -_ __ -- _. _ - _-�_ _ -- _. _- I J , I�,I ii II li I�I II� i_II _I I � , � --_ : i _ ---_ � � -i i_ . _II I i I � . _ i i -. - -- _. . - - - - __ - -- - :__ : BE N G ADE : : ._ _: , PIPE HYDRAULIC DAT A , PIPE HYDRAULIC DAT A : N - - 36" RCP-lll Sta. 15+08 30" RCP-lll Sta. 18+22 ° — — ELo 5809 DRAINAGE AREA = 9.6 AC DRAINAGE AREA = 5.8 AC i i � � _ � _ __�-_�__ _i --�_ _ ----- -___ _ --__ : -- _ _ __ __ _ _ DESIGN FREQUENCY 25 YR , � : ---_ __ ii _ DESIG FREQUENCY 25 YR - Pl = 11f25.00 - -- Y � D- - - --i DESIGN DISCHARGE - 4/ CFS �� � �i � � �i �� DESIGN DISCHARGE = 2/ CFS Pl = 24f10.00 - � DESIGN HW ELEVATION = 337.5 FT DESIGN l-lW ELEVATION = 339.6 FT I . � I EL 357.53 - _ , CH D R R I DG C I l00 YEAR DISCHARGE = 46 cFs loo YEAR DIscHAR�E = 24 cFs I I EL 360.55 � VC - l20 � l00 YEAR HW ELEVATION = 337.89 FT l00 YEAR H�l ELEVATION = 339.8 F� j VC = 550' SSD 29322' I � OVERTOPPING FREQUENCY= 100+ YR OVERTOPPING FREQUENCY= 100+ YR K- 78 � � ' ' OVERTOPPING DISCHARGE _ 339.45 FT � � OVERTOPPING DISCHARGE = 25 CFS - V= 35mph r � �, � � � ! 340.43 � � ' ! OVERTOPPING ELEVATION - i I II II I I � I� � I OVERTOPPING ELEVATION = I �----- -- � - . � , �- _ _ e � r � � �6// e � PROOSE GRDE �ii �'� I� i'�i' �'�i� I ��� , � e � , --- -- — �� � � �� �� i i I i i - - - � �� �� - i �I � i� �I�� �� ��i � �i �� �I , � � -- , �� j Pl - 14+75.00 � � - - - - - - - E D +P. UT lT CH RT ) J �� 20 a EL = 336.12' � � • � El - 350. 7 v Pl =1+40 0 ,� S _ � � � VC = 580 , ,� � El = 354. 9 �_� , K- 66 i � �, � �; , __ - ' � i -- _� - , - B Gl P. T.' ' DITC (RT ° _.-' = r � 3. � � --- � _ _ 5. QO � �� PE�I /+ � O � : O � - _ll+ 0.0 � � ° � 6�� i � I , � - _ � � °, . +) _ � El = ; 35/. 2 - , i - ___ � ,`� �+) _�410 °_______- - --- =-- °--- -------_ �'^`-_ �- �_ _; __ � -- - ' _ _ E D LAT. ASE, DlT H(R71) Pl _l2 + 0.00 ; ; � _ _ ✓ _ �� � � _ _ _ _ _ r - . _ P�-- _+_5 .Q� - - �__ _ .� . � , - _- -- ---- ��l �e �1-T- -��-GHI�� � - - P-�-=� + - - I EXIS lNG ROU D � EGl SP. � CUT DlTC lRT> I � El = 339. 5 El = 344. 5 I : ,, � P=17f 0.00 RIGHT DITCH ,, ----------- �/ -/2� 5.�� � ' � � EN SP. CUT DITC�I(RT� - I , BEG S' . CUT DIT�HIR > 36�� RCP ii i__� I I' B Gl T. iASE DITC�I(RT� . _��� . ', I � �� �' � � LEFT DITCH � /= 34. � i �, E_���� ---------------- . � , � -� �:. SEE SHEET S 63 & 65 FOR -Yl3A- PLAN V IEVV 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 � �_ '�� �s � � � � � L O C H N E R PROJECT REFERENCE NO. SHEET NO. ; r� ; ; R-2 721 119 �� ii i � i II Ili i � li� i i i ii I� II � i � i --- �� i� i,, � i i i I i I i i i i i l � I I I I I i I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS , , ! , , , , : 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License i i i , i i i i I ■��� i , i i i , i Number F-0159 �������s�s��s ��e��� � � NC F[RM LICENSE No: F-1148 p��� N��°d'1' �1SE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway 0 , , , ; � ECOLOGICAL sU�te �o� '� '� ENGINEERING (919) 557-0929 ��������AL�� ]����� �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N � I I i I I I I �V i il I I i ii , i i , i _ II II IIII I I iII I I III �III II I I � Pl = 24+10.00 , � � I I I I I' I � � EL - 360.J�J� CULVERT HYDRAULIC DATA DOCUMENT NOT CONSIDERED FINAL VC = J'r 'J�O� DESIGN DISCHARGE = 750 CFS UNLESS ALL SIGNATURES COMPLETED �o K - 78 \ - DESIGN FREQUENCY = 50 YR � i , ,,, i i, i i i I I DESIGN l-�V{� ELEVATION = 322.0 FT I� , : i i i I -Y 3C- i i �! '� �� � � I BASE DISCHARGE = 850 CFS -- -- � 8/ - BASE FREQUE NCY = l00 YR ' BASE l-lW ELEVATION = 322.6 FT � � - � _ ' � OVERTOPPING DISCHARGE _ 1450 CFS � �-� i I i i i i i i , i i OVERTOPPING FREQUENCY= 500+ YR ' � i� � i � � OVERTOPPING ELEVATION = 326.3 FT � II li Ii � III I lii III I' I! !' I II , I i _"''- -----_ ______ ) 3 867° - - � W � � � � � -- - - �- � � EN GR�DE _" J ,t 8O ` �I '� '- O � I � � � ROP SED GRA E ; ___ _ _� ` _ - - - _ _ � = f --, _ y _. �, I I I � I �i �i Pl 3 5 0 _ _ . � El = 353. � Pl - 5+0 .00 _ __ _ ,._ ! I ELo 329e 5 - - Pl = 32+75.00 � , � � ,� _ i _ _ i :� � ��I� i EL = 322.03' i _ _ ' : : - : : --- -- _ _ -- _-- � _ , _.- '_ _ �r ��� I_ : __ _- -___ C = 450' __ _ _ ___ _- - _ - _ _ __ il _ _ � i� lil_ _i �I � � ` R I V _-- _ _ - -- _ _ -- -- - _ - __— _ --_ - - � � ��--�- - - � __ _ _ K = 57 _ - __ _ _ _ -- __ _ -- ---_ _ � _ I 'u_i,- I- � �_i Oi'ti_ _ ----_ __ - , _ __ _ _ _ _ __ � � � � 0 � , _ _ __ _ __ 35m h EN SP CUT DlT (LTI � � __ � � p _ -- _ _ --- __ _ _ �... _ _ _ _ ,�-� ___ _ : El 33 .55 '� '� � ', '� '� ' � - - -- - --_ ---- � __ -- _ __ _ _ _ __ ___ _ - -- --- - -- - i � _ _ ___ _ __ : ___ _- __ � -t - -- - -- - - - --- - -- - i -- -- -- � � � - �--� �- � � PT= J 5 .��- ' lTC RT) - - -- - __, i i i _ _ - - _ ---_ _ , : - -- - �- - - _ — - -I ' il _ _ I - il I -I , . - -- - - � -- - � i � o __ __ _ _ _ __ __ � _ -- - � I � El = 33/. �� � ��453 ° 3,42' 6/ , � � �) __ -- _ _ _- __ -- � _ � i � i _ i i _ i i - -- -- _ - -- : --- - -- _ - li J_ �_ _ � ��_ �_ _� = f i -__:_ __ --- - -_:__ _ -___ -- - -- - -- - _ ___ _ , i Pl 8 5 .00 - -_ _ __ i _i i_ I_I _ -I - il i - _i I il _ � - i_I I �i - _ . __ _ . - _— __ _ ! -_ - _ I ' I I -I __ _ I _I-II __ I I- --II _ _ --- _ --- _— _ I I_I—_ I � II I I I I --I_I I ---_— __ _-- _I_ -- __ --- I I __ --. _ ---- — __ i I i � ' I i i i — --- __ -- — _-_ _ EXIS lNG GRO ND_ --_ __ _ __ --- ----- ----------- _-- --_ �- --� � _�_� � � _ _ ---- —_ __ _ __ RIGHT DlT CH _ -- _-- _ _ __ ---_ _ -- — _ __ -- — _ __ _ ---- _ __ __ _ __ --_ _ _ ___ �_ I_ _I _ __ �_ _I I I- ---I _ J __: _�._ _ �- --- -- . 2@7' ' RCBC ----- -- - _ _ _- _____ _ __ __ I� _I_ J LI i i_I J. l I I I J _ ,--L� I � l --- : :_ _� , _� _ __ w�i�� -- _ _— _ LEFT DITCH , , , , , , ___—_-_-____—_-_ _ _ __ _ _ --- _ __ __ _ __ �, _ ;_ _, — — � i_ �i_ _ i_ � �_ �_ �i __ _ __ ---__ _ i � �i �i �� _�i_ �i� �� 'i _' �I_ - --. - - -_ _ ----_ _ __ i �_ __I _ - _ -_ _- --i : _ _ -- - _ __ . -- ------ --- -- __ ___ I- � I I I � I , i � I _; _I . _I - j j-i�_I _I _, �I I _ I_ : : : : SEE SHEET S 37 & 65 FOR -Yl3A- PLAN V lEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 _ _ : _ __ __- _ ___�_ �_ __ _ ___ _ - i I_i i_i I __ _,_I I I I _: _I_ _ _ _ -. _ _- -_ - . i I i_ _- I _ _ - --- --- ---- --- -- . --- -- - - -- -------- ---- --- ----- � -- - -- ---. _ _ ---_ - -- -- I I� �_ -I I ,, I _. _- _ _ _,- _ i i --- ---- -- . -- -- - -__-_ _- - - -. _ __--_ _ _ . -_ _. - _ -I ri ' -- -I- � _ , —� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ : : : : : - : : : -: : : : : - : i I i I I : . : -Y13 C- � � � � � : : : : : : : : : : : : : : � � � � � : : :: : - � ___ ___ REI TE L ; -,_� I -, , _I-,-, �, ; ; �__�-, � � I _ __ ___ _ : _-. : :-- : _._ : :- - : -_ : .- -: __. ---- ---- -- _. _,_ _,_ � {- __. _ ___. _ --- . -- _{- _--- --�-- I I I I I . : . : -Y13 B- : . . : . . � -Y13 D- , : . _ _ � _, ___ __ __ a: ' i-_ _f _ 'i ' � ' i_i i i i i_ i i i i'' - _i _ -- - - ___ � : -�- � -�-- �� � � _� , , _� _ � � �� _��__ - �� _ CHANDLER RIDGE CIR -- --- - __ _ --- --. _- __ __ � _ _ --_ ___ - --- _ _ _ _ __ ---_ _ - . _ - _ _- -- . _ ! I_--�I ! I__ I _I�_I_ �_I----- ! ! I-- _! I__I ! I J_-_� ! -- -I_ --- -_. __ -__ . -_ _ _ , I i I I I I I I I I I I I I I I I � � � � � __ _ _ , -I � _, �_ _---_ -- - � -- � —�— — ---__ . -- __ -- — ___ — — —_-- -- _ - �_ -� - — � � - � -- � — — � �i_ �i_ _ �� I_ __ _I_ �, �� '-I I�_�- I i ' � ��i �_ � � � � � ___ : � _ _ __ _ _ ---_ �� � � _, __ ____ _ ____ ___ - -__ _ ___- _- ,__ ___ _ _� ---_ - - -_ _- __ _ -__ -_ ___ - - _ _ __ _ -__ _ _ i i� �i i I i i i i I _ __ I : i i i i i , i i , I i I I I I E ISTI G G OUN � � i i ; � i i � � � I : _ _ -- -_ _ _ . _ _ _ __ __ _ __ _� _ — -- -- __ --- -- - Pl = 10+40.00 � ' -- �-- � �- -- - ' � '� ' '� ' '� ' � ' ' � '� '� EL = 359.00' Yl3C STkle l3f 1a75 i i i i V C= 50' � EN GR DE I I I K= 8/ BE lN RAD - - ° i -Y 3C - STAo�O +2' 000 ELe 50e312 Pl = 12f35.00 � � � � 0 o EL = 34/.47' � � ; , -Yl D- T Ae / f05e 0 Pl = l3+15.00 VC = 80' ELe 3/e7 EL = 3 49.9/' K-�g VC-80 l 0 820 °(- 0.36 4% � I K= 9 _ EL = 330.05' - -- ---- +)4• ` ^ � _ P,�OPO ED_GRA - --� �4�-- - � , , , -- - - -- - - - PRO OSE GR DE : , , I ', : Pl - 11+05.00 _ � , _ � - VC = ll0 % - � Pl = 11+65.00 -Yl B- TAe +09 5/ K= l4 k�a EL = 335.36' 0��� ° (�I.00 0°� ELe _ 59- 0 �� �e XIST NG OUN� I � � � I i;� I � VC = l20 k�9 0� E D S P. A T. � C U L 7� C H l L )� � - K= 32 - : E D G ADE : ,, °'�00 ° _ , , � � , - - : , - l3B TAe l+60e 2 _ �.;_- � 9 Pl -1 +00. 0 q, 5$� _ � e o - _, . _-� E e 358 56 - - +)l. __ 81 ° ,- ' p0 ' p11° ° , -; % - ----- ----- �� 6. Pl -1 +50. 0 ° �000°o k� ' _- '� l� 0- 86/l � 0. RIGHT DITCH _ __--_-- EI_=_��3/ D � � � � � � � ___________ - - - - - - - - - - -- - /=//'+00. 0 � � � �, ,, - l- 327. 0 �5.9 6� XlS lNG ROU D LEFT DITCH ---------------- ( - , ° , I_ � El = 327. 5 � � II I, �, 'I • SEE SHEET 64 FOR -Yl3B - PLAN V IEVV • � I_ , � �� � �/= 36.9 _ ' � ' / $� ,� �� � � � �!� � � � � i i r r SEE SHEET 37 FOR -Yl3C- PLAN VIEVI� � E_l 3/ 7� 0 , , i � El -� 3� 0 SEE SHEET 63 FOR -Yl3D - PLAN V lEV y 11 +00 11 +00 12+00 13+00 12+00 13+00 � � � � � �� �, � � � PROJECT REFERENCE NO. SHEET NO. j� ; I ii I �I �i i i �; �i i i ii i ; � LOC H N ER R-2721 120 � i i i i i I i i i i i i i i i i i _ � � I I i I I i I I I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS -� _ � I I I I , , �, I �, 2840 PLAZA PLACE SUITE 202 ENGINEER ENGINEER Pl ll 35.00 Y13 E � � � � � � � , EL = 39/.�8� RALEIGH, NC 27612 VC = "J�O� (919) 571-7111 K= 35 BE �lV ii i�� , , NC License �������s�s��s ��e��� Number F-0159 _Y� �� I NC F[RM LICENSE No: F-1148 p��� N��°J["T �1SE F�F$ g8 % W .�C��7I�I'd'II�N Pl - 13+50.0� ! i i i I i I i i i i i I i � � 1151 SE Cary Parkway EL, 89, 5 � ECOLOGICAL Cary, NC 2� 518 �g���,�����gg� ��,��� I VC = 507.42 E I� G A�E WAKE TEC H WAY �� ENGINEERING (919) 557-0929 -Y 3E- STA.15+5 e00 I I I I �� N�� LJ�� ��� �����R�.T����N - l3E ST e/2+ 4e77 K- 8 EL 368e 3 ' II I I '� � �, �� � , -Y14A- o EXl T lN GR UND � � I l i � �� i i� �� �I i � '� �� I I I I � _(-)l.2 39/ (- 2, 83/e Pl = 14+65.00 `� � EL = 37/.76� OLD McCULLERS RD DOCUMENT NOT CONSIDERED FINAL �� ' � _ � - UNLESS ALL SIGNATURES COMPLETED '� 5� � VC - l70 .3p 9,�_ _ � e ' ' �� � K /7 i ,, , � El ll 38 .�0 �� 6 e PI�OPO ED I I� I I' ' �, � ,, � B GlN GRA E O Pl =l +00. 0 �o� I Pl = 11+70.00 -/4A- STA 10+5 v00 El = 390. 5 � ��• ,, � � _ Pl = 11+05.00 EL = 365.22' E o 36/e 2 � B GlN GRA E , �, � i � � � �� I � EL = 360.47' V C= 50' � Q BE l P. T. DITC (RT) '� p�� �� � � C = 8 0' K = 7 Pl = 12+00.00 � - l3E � ST e/0+ 5e00 Pl T13+ 0.00 � �,�;�, J38, � e K=�9 EL = 357.98' , . . , E = 8.35 ��� �' -,_ -- ' VC = 200' � 4 p o i i PRO OS (+ .350 % O _ - K = 98 - • I I I I I�, , j �� GRA E - � E=.3�3.10 � � � �, �, _ _ � ,— g� � __ _ . � � _. _ �� 3 _ o � : : : : : : : . � �_� _. _� � � _ � _ - � — � _ i _ _ e � � - : : - : � �-- _ _ _ -- _-- __ __ E = 3 8.74 ' �� i -_ �I +)3• _ � __ _ ___ _ - _ _ 45,3 e � ___ __ __ _ - _ _ __ _ __ �_ _� � _ _�I_ — -- -- --. - -- _ i � _ e -- - __ - __— _- _- I , ' �� �- _ � �� � _GR� _- _ - -- _ - _ --_ — __ __ _ _ __ _ -- ---_ _ l -l5 50°00 � ��_i �- �,. � � -Y✓3 - TAoI f0/o0 �--j _. . _-_ : __- -:-:- -- �` -, I- - � _ ----_ __ -- _ __ _ _ __ ___ _ --- _ __ __ _ __ l - 66.5 : � , _` _ -- - --_ ---- - --_ _— _ _ _-- _ ___ _ __ _ _ _ _ _ _ _ _ _ ___ _ i � � i i i � � �� : -- : : - --- ---- : - --_ : _-- : - _ : :--- : : - --- �i _ � �i _ �i �i _ �i �i �i : : : -_ : _ _ -_�l_ _,- I i_ _- __i _ - _._ _ _ J _ _ _ _ __ _ _ _ � $ /-/�- � _ � � __ __- _ _ __ - --- - ' --- . __ __ __ : ___ �_ ! __-__ ___ _ __ __ -_ _- : ' --_ �- ' ---�_ - __ - - _ ---_ _ - _ - __ i � __ __ _ _ _ __ __ i _ I I __ � - - i _ _ _ _ __ � � � Y 3F STA, 0+6�98 Z � EL 359e 0 v � � � i i i i : -- : -- : - : - : : - : : - : -- - � _ _ _ I - : i - - -- -- _ _-- i �_ � i �_ _ _� _� �_ � J_ _ _' _� , __ __ __ __ _ --- __ ___ _ _ Q __ _ ___ _ ___ — — -- , — — � � �� �� � RIGHT DITCH ----------- _ __ :_ I _ II - _i i_II II _I il _I � il II I il il if I il I_ - — . __ _ - _ _ - __ _ _ I _-I __ I II_ --I I _ I _ - - _ I I i_-- _I I___ I I I _ --I ___ _I I I_-I _- __ - - __ -- ___I _ _ _- __ _ -- _ _-- _- _ I I_I__ ! I I I I I I__I_I I I I__ I I_I I I! I ! I I I I I I .-__. ---- __ _. - _. .- - __ --. i i i ' , ' - _ ---- - __ _-- --_ __ �_ � � ��-� �— --_ _-- ------ LEFT DITCH ---- —_ __ _� � _ � � � _ -- _-- _ _ � � � �_ �_� _ � � _ � ______ ----- ___ _ —__ _ __ ___ __ � � � � � _ ---- _ __ � � � _ ___ �_ i_ _i _ __ �_ _i i i_ _. _i __ _i --- -_- ------ - - __ _ __ _--_ _ _____ _ __ __ _ _ _ _�_ _� _ �_, �_ -- - -- - - _ . _ . _ _ __ - __- __ - i SEE SHEET 64 FOR Yl3E PLAN V IEIN i!- -� _l _ I� _I_ J LI I I_I J_, I I i i J _ i__L� I � l _- __ . _ _ -_ __- I ' ' __ � , � � � � _ _ __ _ _ -- - _ __ __ _ _ _ �� _� �_ _�i _ �i_ SEE SHEET 63 FOR -Yl3F - PLAN V lE _ _ � � _ � � �i I - _— -- - - -_ I � ii il II —II_ II I �I �i _� �I— . -- _. _— ---. _ _ ----_ . _— -- _. _— II_ i I' — —_—, I i i � I— —� i i �� I ___— i — —I — j—�—�--- — —,—I i �li � I— _ - --- _ ---- --- SEE SHEET S 37 & 38 FOR -Yl4A - PLAN V lEW 11 +00 12 +00 13 +00 14+00 15+00 11 +00 12 +00 10+00 11 +00 12 +00 13 +00 14+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - _ i - i i -_�_I-_ _� _ , ----I_ _I _-i ---I- i _ , —� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ _ . . . . . . . I I I I I i i i I I I I I : : : : : : : : : : : : : : : : I I I I I I : : : : : : - _ _- --_ _ _-- - -- _�_ I__ _ � J,_�__I___ __- � -I-,-� ��__� � � I-� __ _ __ � _I_� � � � � -� � I _�__ _I__ , � I _- ____ ___ _-- --- -- -_ _ _ _ ___ _ _ - _- - : _-. : .- -: : --- : : - : : ---- : :- - : -_ : .- -: . _,_ _ __. __. __. __. . -- _. _,_ _,_ _ _. - - _ _. --- __. _ -- - _ - - . -- _ ---- : _.--- i� I I I I I I � I � � � � � _ _ � � � _ __ __ - _ _ _ __ __ i i: � i- I �i � � �'i �_ ___ - -- . � _. --- - _ - - _ _ __ ___ _ __ - - - �_ -Y14A- � ._ _- _- -- ____ _ -_ _ _ �� _ _ ___ __ _, _ _ _ _ __ __ ___ _-_ _ _ _ -_ i-�_ - i'i 'i � I- '� �- i _ _ __ ___ _ _-- _ __ -- I_I _ � � -- - --- _- ! ! -- ! � __ ______ __ _-- ___ _ __ __ __ _ ___ _ _ - __ __ '� --�' ' �__ '�, , ��_�_ �_�_ OLD McCULLERS RD ��_�_ : o : : : : : : : : : : : : : : � I I I I I : : : :.I : � � � � � + __ __ I � � � � � � _. _ - _- i _ _ ---_ . ,i - -- _. . _- IJ,I_ I�i_, II _ I�_II _I I I_I_I I ,_II I I_�- I II � I I-II -I I _� I_ . _ _-. -- — __ -- - -_-__ . ---- -. - ___ — - _ _--I _. - - -_ -- — - -. - -- -. . - -- - -_ - — - - o i _ _ __ _ _ ---_ � � ,_i i _ __ . I _ I i i _ _ i I Q _._ _._ i i i � CULVERT HYDRAULIC DATA I � i i i i i _ �- _ii__ i DESIGN DISCHARGE = 3/0 CFS � __ __ _--__ _ ---_ _ _ ._ __ __ __ _ I�I� _ - i-�II - -I i __II_ __ __ ----- __ --- -- _____ __ --__ ---- __ ---- -- — __ __ DESIGN FREQUENCY 50 YR - _�__ N i �, DESIGN HW ELEVATION _ 323.0 FT , I I I I BASE DISCHARGE - 340 CFS I I I I I BASE FREQUENCY = l00 YR I i � BASE l lW ELEVATION = 323.3 FT , , OVERTOPPING DISCHARGE _ 1000 CFS , � ��' i! i �� OVERTOPPING FREQUENCY= 500+ YR i �� � � � OVERTOPPING ELEVATION = 327.7 FT � ' i i i i i i ill I ill�i ' ;' lii i I __ I I J �� �i _ � i i i i i i i � �� �� � �� �, � �i �� �I - Pl = 23f80.00 - - - : � � � I, � , , I� I -,- : � -, I � , , , : : , EL = 34/.12, Z VC = 90' � _, K=40 Q'� _ , ,, ' i� ; : : : �!� EL = 329.42' � _,,, � I� �, �I �� ' � )4� �°� : Pl - 18+30.00 �, �� __ '� �� � - VC = 200' ' Pl = 2/+35.00 3% � -__ K- 6 p EL = 325.8/' EXIS lNG GROUND VC = 380' �� — — ------ ---:-- � � i i i K = 5/ ; - - - - - � �, ; �- _ -' ND RAD • / - - -�ii8 �--- -- -- -- -----� 503�� �0 34 0 3` �° .�. SUNGATE DESIGN GROUP, P,A. I I I � 1- �•� 905 JONES FRANKLIN ROAD I I Ll . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � e I �I / . . . . . . . . . � . . . . . . . . . � � I � ! I I I I II i i l e ` \��l%l r RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 � , , , SEE SHEETS 37 & 38 FOR -Yl4A- PLAN VIEVy 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 � �_ u � � � � � � PROJECT REFERENCE NO. SHEET NO. \ LOC H N E R r� ; ;I ;; I ili i� � � i� ; ;; j R-2721 121 I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � I I I I I I I I I � I I I I li� I I I , , , , ; 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 ■ � D �� (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; , i ; ; � , ; ; � , i ; ; , , ; i , �, � , � , , � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N •\r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY ��— �— � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I i � I I I I I I I � I I I � � I , � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I PI = 22f7D.00 DOCUMENT NOT CONSIDERED FINAL EL =.397.0� UNLESS ALL SIGNATURES COMPLETED ; ; ; ; �C = 570' ;� � ; ; I i, , I; i ; ;� , ; � , ; K = 6g —— — � � � � � � � � � � � � �Oti1P ETE 540 O ' ' I � , i i i � I `_,__ ,— (—J .30 0% �— �—__ I � —_ � �— 6 0 -- — _ N �— I i ii I! 'i iii i ii iii i! li' i! i ii I' !I I i i' i �� �� � � : : : : i � , � � � � � �� � � � � ; � �� � N � � � � �, �; , , ; ;, ,; ,, � � � ii l! I iil I� Ili lili i l I I� I i ii l� � : : : �� � � � � � � � � � � � � - - � �_� _ _.� i _ _ i _ _ i _ _ i ___� � i i i �i ,- I _ _ l : � ` -- _ _ _ -- _ _ _ __,-_�i -I__i_i -__ i ,, � __ _ - _ _ � _�- _� i �_ _� � _ : ___ __ -__ _ __ _ - -- --. _— --- __ - -`� - -- — _ _ _ __ - __— __ _ _- _ _ __ _ _ __ _- _ __- _ - _ -- - - I __ _-- ---_ EGIN GRA E -- ---: I J�-I-- I_ � �_ � _�_'� __ � � �_� __ _ _ __ _ __ ___ � --- _ _ __ --__- � _ _-- _ ___ Pl = 16+55.00 � _ � � I_-� ' � — — —_ — — _ I -- — --_ + _ _ , EL = 347.54' � � � � f � � � � : Lo 35 °06 C= 660' ', �� � �� �� �� � __ — --_ ---- � � -- —_ ___ V ---_ -- II ♦ � _ i l � I I _ _ _ _ _ _ _ _ _ �_ _ _ --- PR POS D G ADE — K = 68 � _ _ _ � _ J _ -- -- — � , , — —__ __ —�-- — ____ __ __ ___ ___ ___ _ — — : -- : : : : V — 40mph � � , � �' t � � � ' ' i � __ __ _ _ _ _ _ _ _ � -- -- ��� � � � i _ _ i i _ i Q : -- : -- : - : : - : : - : . _ � : : : - _ _ --- :_ __ � � .-'i �� � I� �i i i JI_ , - _i I . -- - - --_ __ __ __ __ _ --- __ ___ _ __ __ I � _ _ -- - _ _ i i i -I � i �i i �i �i� �� i �i I_ _ — - _ _ _ _ _ -- —_ _ T- _ ii � -. - -i l I i ii _i __i � __ _ _I ii i__l - __ _ _ __ _- _ ___i _ _ � _ __ _ _ — — � . , _____ ---- __ ___ __ -- __ __—_ - _ _ _ ___ � i_ i i i i i i i i i __ _ , _ _ ___ _-- ---___ _-- -- � �i_i i ___i i _ i i i _ ___ � a _ ---- -- -- _ --- � - e i i_i _ i i i __ _ ___ ---- ___ _ --- _ _ ___ __ ___ _ �--- -- � 6654 , ���$. � � � � � � — -- ----- _ ---_ _ -- — _ __ -- — _ ------ — -- __ _ -- --_ �- i i- _: -i __ _i --- __ � � > J _____ i i i �_, �_ _ _ _- _ ____ _ -- --- �� .�'� _ _ __i__ I � � -- i� �_ II LI I J_ l I i J !_ L� I -- --- ---- _ _ _ __ _ -- — --- -- _ ., i i _ i i i i i _i i _ i ii i _ -- -- . - _ _ - _ - __ I � `. - - --- � �� ! � - _ - _ _ . __ I _ - - - - _ � i il il -il il� il �I_ - _— -. -- - __ ---. _ __ _-- I_ _I EXl TlN GR ND � P OPo � EMP —� —� �� I � � ;—�—�—, _ —, —� �, ' ,— _ - __ --_ - _ ---: - __—: 2 8 xlQ OV L CU i V ER SEE SHEET 2B —1 & 2B —2 FOR —Y3DET — PLAN V lEW 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - __-_ __ - _ _ _ __ _ -- - - _ I _�_ I _ i i i_i I __ _I I I I -I- ._ __ I _I _i I i_ __ _ _ _ . — - -- - - -- -_ - I � -- - -- ---__ _ ---_ - -- -- _. __ _ _I _ I _ I_ _ _I I I� �_ I_I ,, I ----- -- __ --- - _ -_ -_ _ I J,i �, L I I_ --- ---- -- . -- -- - -__. _ . _- - - -. _ __--_ _ _ . -_ _. - i ' i i _�_I-_ _� _ , ----I_ _I ri ---I- i _ , -� -I- _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ _ . . . . . . : . . I I I I I i i i � i � i I I I I I : : : : : : : : : : I I I I I : : : : : . -I � � � � � �-�__I_ _I__ , � I _- ____ __ _-- --- -- -_ _ _ ___ _ -- - -- - I__ � J_�_ I_�__ _�__ I_ � : _ : :_ _-: : --- : : : : -__: : : _-: : -Y3 D ET- ___. _ _ . _ _ ___. : _.___ __ _ __ ____ _ ___ __ _ �__ __�_ __�_ _� �__ __ - __ _ __ __ __ ___ {- _-_ �- -�-- _ _ � � � � � � � � � � � � _ _ - � � ,� , �, , � , ��� ___ _ _ _ _ __ __ _ � _ _ _ � _�_ _ _ _� -- _ _. ---_ --- _ _ __ -- _ _ - -- . - - - - �� � -r - - �, _ _ __ __ _ --- �_� �__ ____�� _ � ____ ___� �_� � _� � �_ _-� � � � � �__ � _ _ __ --_ -__ - --- ____ _ --- ____ - -- - - I i i I I I I I I i i I _I __i I I_I__I i_- . I ^ . __ --. _ --- _ _- -- . _ I� II I I_ _ � �_I____- � ! I-- _! i ! ! -I--i _-I�_I_, ___. -_ __ . -- _. - __ _. _ -_ _ � - - -_ __ v J -�I I I_-_I�_I_' I I _I I J_-_� I ��_���� � i i i �1�� i I i i � __�.-- j i N I i I I ! o __ � , _ _--t-� � _ — __ ; _ _ ---_ _ I — -- -- -- ��- '�_ _'I _ ��� �I— __'_ _ Pl = 3/+30.00 � �� I�_ �_I _i � _� I_ __-__ --- � _ __ _ _--- — __ ____ __ ____ ___ _ _ _. _ _: —___ — —___ __ _ —_ __ —_ ___ — __ _ __ _ ___ — — � _�_ — : : - -- - - --- �_�_ � � i �� , EL = 4/1.94' � � � � � - T _.— � : VC = l00' : �_- �+ � K=93 �— � � � � � _ �I � � _ _ — I _- __ __ _--__ _ --- __-_ii _ -�---�_ _._i_ -- — __ _ _____ ----- __ --- -- _____ __ --__ ---- __ --- __ -- --- --------- --- � o -- -- � — � -- -- ----- — I� — ! � � � � �+) •6�� ' � � � � � � Pl = 27+80.00 68 4� .—� I I I I I � PR POS D R D EL = 395.56' � - - - - - — - � ' I i � VC = 400' �. l� = 8� � i � i � i �i �i � � � �i �i � � ���� iI i �i , � � J �� +)4• 8� �i i � � �i Y3D T- TAe l f89e 4 � � � � � � �q. e � — _-- _�88- �, -- � r �i � I il I ii �-� o _ � i I i I i I U - - ' � — ' --. i� � I °- � I � � � i �� I , - - - - - � — _— °� � I� � � � � � , : � � � , � rRn i I I i! I I ' __ ' i , „! i, , i i ! � � ! � ! ! li " ! ! � li , ! , ' ' � ! I - - - - - : , I_' __I , I_ i -- _' ' 1__� i ' ' II I , , I i_' __i , I __ ' I -� , i I I I I I I i , i II I�I I� I jii � i iij i i i„ I i i jii ili I � � � SEE SHEET 2B —2 FO�,' —Y3DET — PLAN V lEI N 26+00 27+00 28+00 29+00 30+00 31 +00 � � � � n� c�l r, � � � PROJECT REFERENCE NO. SHEET NO. \ LOC H N E R r� ; ;I ;; I ili i� � � i� , ;; j R-2721 122 H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS \ I I I i l i l I � I il ! I 2840 PLAZA PLACE SUITE 202 ENGINEER ENGINEER -� I II I iI I I I I I I� � , i I I �Y4 D ET� RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� ; , i ; ; � , ; ; � , i ; ; , , ; i , ; � � �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N •\r��I/ � RALEIOGH, NORTH CAROL NA 27606 �������"JL���JL4 11 �����I LY ��— �— � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N I i � I I I I I I I � I I I � � � � �� ! I I I I I II I I I I II I I II I I Ii I I I I i I I I I I! I! ! ' ! I II I! I II I! I I _L_ DOCUMENT NOT CONSIDERED FINAL Pl = l2+lO.00 P� = 2Of7'J�.00 Pl = 22+00.00 UNLESS ALL SIGNATURES COMPLETED EL = 425.84' � EL = 423.27' EL = 425.77' VC = l30' � Pl - 15+20.00 i i i I ' VC l30 - � I I = , : K- 64 : � EL = 420.43' I I', � I i I I� � i � I I i '� '� V C= l20' K= l85 V C = 2 5 0' ! � � K 8/ K = /// � � 1 O _ \ ` -- _ )0.3 00% �� ( Jl. . -- l )1.30 0°� __ -- -- -- -- ' -- -"' � � 01 °e _ 4 � � � � � � � � , i ,_-- -1,� +•� _ __ I — `� !ii i ii iii ! ! li i � —_ �— .�� �-- e — — : : ,, .� ( )2.00 7� ,, I � � t+ 0.5/ll o � � � .� ,: a , _ , - �� ` '���� I 'I � � 1 - i I � il II II l i i � I I i i i �`� '/ I , I i � �� y li II II II li ! � ! i i � . . . . . _ . i _-_i li _ I _ I _ I _ _ I Y4D � T - T Ao 2 +6 02/ _ _ --- -- - - o __ ' I _. _� ' i i -- _ _. _ ____ � _ _ _ Y DET ST ll 4 .64 _ _ � ,--- � _ __- � � � _ -- - ___ ___ � � � , Lo 4 6,63' __ -- - - -- -- - �_ � _�_ _�i _ �i_ �_ � _ � � � i_ _-- -- -- -- __ _ , __ � - - __ - - E�°- - _ - __ _ _- I � �I _ _ - �i I _ —I� - li I� _�i _ I l _- __ _ _ __ _- _ _ ___ -- - - __ _ __ ----_ __ -- ___ i i I--�_ � �_�__I_ I �---� � �_ I �__ � I_ _ � � � �� _ _ __ --- __ __ _ __ _ �_�_ X/S7�/ G ROU D ; _ � � _. _ __ _ - - - - - _-_ -- ____ �--�— � � N � __ ___ I I I I I I I I � I -- - --_ ---- - --_ I I I I I i i I � li _ _ _ _ _ _ _-- --_ _— _ _ _-- _ ___ _ i _ _ _ _ __ _ _ _ ,_ _�_ ,_,_ � � _,_ _ _ , _ _ _ _ _ _ _ __�_ i _�_ � _� _ - _._ _ _ _ -- -- -- __ __ - _ ---_ _ - - ___ - --- --- - __ _ - __ _ _ __ __ �i �_--� � �i- 1----�i_ �_- i �� � i ---I '- ! - ----I_ _,_ �I __ __ _ _ __ __ __ _ __ _ _ _ _ -- -- I I I I I I I _- _- - _ -_ __ _- _ . ! _ _ _ _ -- -- I � I �,_ I J,i_I _ I- i_i_ _il � , I il I I �,i_ . - -_I I -_ _._ _. -_ _ _ --- __ _. _ . -_ __ -- - _ _ - ---- - - -- -- _ _-- - - -- _ _ - --. _ - -_ _ __ i -I JII- I_I _ II - _ i_ il II _ il _I � I II I �I �I !I �I �I I_ - — _ . __ _ . - _— �I ! -_ _ -I __ _ _ I _I-II __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. _. __ _ _ - ---- _ -- _ _-- _- _ I I_I__ ! I I I I I I __I_I I I I__ I I _I I I ! I ! I I I I I I . -__. ---- __ _. - _. . - -___ . -_ _ -- - -_ __ _ __ --. _ ---- - __ i _ i i ' ' ' _�II il il . il il _ il il il _---_ _-- -- ---- __ __._. _ ._ . . - -_ __ -- - _ --- _-- --. _ _- -----. _- --_ I _ : _ I _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _. - _ -. - -_ _ . -_ _ ---- ---- __ --. _ ---- - __ _ i i � i __ I I _ I _---__-- ------ __ _--- ._ --- -- -___ -- - _ ------ ---- -- . __ - _ - _ --. _ _ -_--_ _I I_ _. -I-__ _I ,-_. -i-_ -I _ _- -- �--'---_ - _ -_. _i- . - . _-_ I� _I_ J LI I I_I J_, l I I i J - !_ _L� I � =I- -------- --- -- -__ ! ! _ _! _l _ --- ____- ---- , _ ___ _ _ __ -- __ _- _ _ __ _ _ --- _ __ __ _ __ '� � i - - ' �— I_ �I_ _ I_ i i_ i i il I I � il il il -il_ II I �I �I _� �I_ - _— --. - - -_ -- _. __ ---. _ _ ----_ . _- -- �-I��-�--I_ _ - _ II �-. . i _i i I I I I I I I I___-I - _I - �-i�-I I ��I I I I SEE SHEET S 2B -3 & 2B -4 FOR -Y4DET - PLAN V lEW 12 +00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 --_ _ - - - __� _'� ___, ___ _ _ _ -- - __-_ __ _ _ _ _ __ _ -- - _ _ � _�_ � _ � - ._ _ � _� �- -- - ,- - - --- -- --- --_ -- - - -- -- - � --- - -- - -- ---__ _ ---_ _ -- -- __ __ _ _I _ � _ I_ '�,� �_ ',_� , � � I J,i �,i --- ---- -- — __ _- - _____ _ --- -- - --- — — -- - _- _ - -_ _ __--_ _ _ . -_ - � I _i _ I ----I_ _ , —� -I- _� _�� �, i - --- __ - - _ -- -- _ . _. _ _ _ . _ -- _ _ --- - : : : : : -: : : : : -Y5 D ET- __ : _ � � � � � _ � � � : : : : : : : : : : : : � -Y5 PCN - i i i i i : : : : : - _ __ � - 5RP SB- I___ � � � � � --- � _ __ _�_ __ _�___ -- --- -- - _, I I I --- — _. — _ _ — iI --- — -- — _— . __ : : --- : : : __ : , �—. �� — I— � _. __ L— i—. --- � _. _ __. _ _ . _ _� ----. � EGl GR DE � � I I � I I I I I Y5D T- TAo l+64a 3 � , CO �LETE 5 0 Le 4/ ,57' , � � � � � _ � __ - -f , i i' i_ _ �f-' - i � i- i_ i � ' - _ _ _ _ _ _ _ - I __ _. ---_ --- _ ___ - -- -: _ ___ Pl l5 90.00 __ . � � � �___ ___ � � _ _ � I_ , -Y5/�PBS - i, --- __ _� � __ _ �_ �_ � — - ----XIS lNG _ ROU D_— i i� i i _i _ _ _ __ -__ - --- _ _ _ _i� ---_ - -- --- — _ — - -- --- - / II I-. I I I' II . ' I i I __- - - __ _ i' - � � � � ____ _� � � � Pl = 2/+70.00 __ _ _ - _ VC 200.99 ' � I I � -- � , � K- l00 �: � i EL = 420.15' i i � i O - � �' � � VC - 350 � � � � , i __ __ -- -- -� i K = 68 � _ � � � � � Y5R BNB- <o � � �_ -- � � .� _ - � _ _ __ _ _ � - - - - - - _ - _ _ _ -- - - -- , _ _, `_ _ � IJ- � -- -- --- - -- - _ - - _ — � - e ___ -- - � - � � � __ _ i �1 - -- - �- - _ _ -__ , , , � � ( , _ _ 0.48 � i ii a _ _ _ _ -- - �� � � �� � (-)0. 890� �- Q � � �, � , - � _ - - - _ ° � , � � �j i_, � � � Pl = 27+80.00 (� , � - � �-_�_ _�� _ _�_�- �_ _ � _. � _ �-�-�--�- _� _ �_ ! ___'__ �- -_ i_:__ __ � � __ EL = 385.58' --- __ __ _ _--_ _ ----_ _ _ ._ __ � _ i -- - , � i , -- -- � ; i i , I- - — - — � , - '� , , � VC - 870' � i � i i �� K= 80 N , , ! i I I � ii , � ii i PRO OSE GR DE i I ��� ` ! I I � , j � . � , Lv � II, i! i� II i i ! I ii � I II ii i,�! ! � � 1 - I ' ' � I I � I � � , � � � , � , � � I I I II I, i � I, I ! I I I J I ! I I I � I! � �`�� �1 I_ __ � I I 1 I I J I I I I I I I I I _ _ _ �_ � _ � I ,II� �, ,I, I�� , III II I II, ,I �,li �, � I li � li , I I ` � - i I i li i i � I ' , � � �` J I � � � I I �� U I � � � ` � , , , : , �i , , � , �ii —i lii i ii�i �i i__ i i i�i �iii �i i iii !i I i ,� � � , I I , I „ , I ,,, �� � �� I II ; ; I I , , � � , � , �� � � � ♦ � � � � � , , , � i I i �I I � �—II ' � li I I ! � li , !, I ' I ! � I � � , � � � � � , i _'' _ _ i , � _ , -- _'' , , i _ _ � , , �I I , i i _'' __ � , i _ _ _' 'i _ �I , � � i i i i � !, ' , � �� I�I I� I jii � i iij i i i„ I i i jii ili I � � � SEE SHEET S 2B -5 & 2B -6 FOR -YSDET - PLAN V lEW 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 � � � � �� cv � � � � PROJECT REFERENCE NO. SHEET NO. \ LOC H N E R r� ; j �� j iil i� � � ii i i � R-2721 123 H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � I I I I I I I I I I � : I ' I I' I i I I I I I , i I �Y� D ET I I 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License I i Number F-0159 �������s�s��s ��e��� ; , i ; ; � , ; ; � , i ; ; , , ; i , ; , ; ; ; ; i , ; i , ; , �, � �, SUNGATE DESIGN GROUP, P.A. ��� N��� ���E ��� �,� .�C��r�����N •\�1tl�I/ � RALEI�GH, NORTH CAROL NA 27606 �������"JL���� 11 �����I LY ��— �— � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ��p N�°Jf' L75� 1F�I� C�N571°R�JC7['d�N Pl = 35+50.00 I I I � � i i � � i � �; I � � � EL = 425.32' I �I I �I II ��� ',I i I�� �� II ���, �� '� � � I � � � I VC = 670' i i i _ K - 74 O i i � J�A- DOCUMENT NOT CONSIDERED FINAL � � UNLESS ALL SIGNATURES COMPLETED � � � � � o . . i� � il il il I l il i i l il i il il �l i il �I il il (+ I / Q , � � v J i I � � I I I! ' li I I I li I li I I I I ! I I' I � I I I i 1�� -- I�� �.�.—� I ' N = + � _ �� _- -_ Q � Pl _ 27 80.00 � , , 1 - _ _ _ EL - 385.58 _ _ I� VC = 870' i i i � � � �-- �I K= 80 ; ; I � � �- _� � � �, , �� , ; ; , ; � � � I I !i il II I II II I Ii � li li li li J ^� i \ i � � I i-i ___i li _ J,� _ _ I � _ _ I _ _ I I I I I �� I I _ _ . . - : .- -- I ._i I_I -- I li I_,- -I �i � . -_ , _. - ___ � i-i- -i I i_ _ i i_ _i r I il JI i -I I �� I I _ -_- -- _ _. _ _ � I -- - - - --- _ _ -- -- - - -- - - - , � _ - - _ _ . - _ I - I � __ . - _ -- _ - __ _ _ __ -- - - - ----_ _ __ _ _ _ �� __ - - _ I __ _ ____ __ _ _ ---- _ _ _ _ Z _ J _ --- _ I�� J�. �,-- I_ i i�_ i i--�. �i �i i i �i� �---� i __ --- _--- __ __ _ — _-- — : _-- i i i _ � __ i : . / . _ _ _ I _ _ _ _ _ _ _ _ � ___ I I I I I I I I I I �/ i � � � � / _ --_ � _ � � � _ � � _ _ � � � _ ,_ � � XIST NG R�U D ' _ _ _ _ _ _ _ _ � 1� � -_ _ - --_ ---- I� _ _ ___ s66' � 5.1 � --- � � , � �__- __�_ : �� _� � , _._ _ _ _ -- � _ � ,, - _ - - -- - _ ---_ _- �_ _ � -- � - _'__ � � I i i i - � '-I�� ---_ ___— __ — ._ - - _ � -- - , J -- — - � -- -- _ >.� _ _ � _ � : �� ^�� -�, i � � �` �I ,�i � . _- - -- '�.�I � I _ _ I � I _ I _ __ _ �.../ r�- �� I � � _-- - I \_ "' _ -_I -_ _._ _. -_ __ -. _ __ _. _ . -_ -- -- - __ - __ . . . . . . . `` � . ' � / . � 1 /. . . . . . . . . . . . . _ . . . . . . . . . . . . . . . .. I I .. . . . . . . . . . . .` . . - - . . / . . . . . . . . . . .__.,^__ _.�.�--� . . .. . . I . .. . . , . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . � . . . --� ----. . -- —�_—.�— ---�-� -- -- ---� I I �I —I_ . .---- -- — I I I e — --�-- ---- ----- _ - - - -- - _ � � _ - _ _— ___ ----- ----- - — - --'i --- ' -- � _ _ _ _ __ - ------ ----- -----� ✓ ' - --- - - _ _ _ _ ----- ------ ------ -- � ---- _ ___ __ __ __ --- - - - -- _ __ ------- � � � � � � _-- ! _ __�_ __._ � _ --__ _-- __ ___� � _ � __ _ f - -- __ ----- _ -- i i i i_i _ i i � EL�IV= .00 ---- , ___ - --- __ ___ _- - _ ----- - - � � � � __ � : __ _ __ -- - --_ � �_ ___� __ _� _ ___ �_i i_ _i _ ____�_ � _ _ _- _ ___ _ _ __ _ _ I� _II_ J LI I I_I J_, l I I � J -- __ -_ __ 1 �' --- I . - --- _: _l _ _� ____ _ _ _ - _ _ __ _ _ - _ __ ',_ _ - - ' _ � � � � _ - - � � �— _ _ � _� �_ - _— _ _. - - __: .----- __ : E V- 2.� II-I_� -II _ -_ . _ II I �-II- I -i li II II � I I�-IIi�--� - -I-II _��II_ II _� - _ - --- _ ---- ' --- � I-� - i I- I I � --- - � SEE SHEET 2B —6 & 2B —7 FOR —YSDET — PLAN V lEW 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 --_ _ - - __-', -- ___ _ _ -- - __-_ __ - _ _ _ __ _ __ I _I _i i i i_i I __ _I I I I -I- ._ __ I i_ _- I _ _I - . --- --- -- --- -- . -- - - - - --- - � -- - -- ---. _ _ ---_ - -- -- I li � � - i-1 I ,, I -- . _ _ - - - - _. _ . - -- -- - -- - - _ - _ -_ _ . - r _I_ L _ --- ---- _- _ - -_ _ __--_ _ _ . i_ i , i i -_ � _ _ � � - --- __ - -- _ _-- -- _ . _. _ _ � � I � I I r _ _ _ _ -- _ _ --- - : : : : : : : : : : : YSDET -_ : _ � � � � � _ � � � � � � � � � � � � : : : : : : : : : : : : : � __ � � � __ � : : :: : . _� � � � � � �_�__,_ , ,_,__ � , , _- ___ __ ___ ____ _ _ _ __ _ __ _ _ _ __ ___ _ ___ __ __ � J_�_ ,_�__ _�__ , _ � . __. : :_ _-: : -_- : : - : : ___. : ._ _-. . . _ : . . - �_. __�_ __�_ -� �__ : _.___ --�- ___- ___ _ __ __ __ ___ � ___ _ _ _ _ _�- ___ _ -�-- � � � � � � � � � � � � _ _ � � � � � � ___ -- - _ _ _ -_ -- i I i I- il �I I I I_I I I I I_ f I I I_ i i i i i i_ __ -- __ _ - -- . --_ - - - _ _ _ �_ _� - ' - . -_ _ . _ _ _ _ _ _ _ _ I� _ _ __ -. _ -- -I _ � I I -I - — -- --. _- - _ ____ __ ____I _ _ - _ - . --_ -. - _ -. - _- - I I i I I I I I I I I II I II I I I I i I - . __ --. _ --- _ _- . _ � I_- � I__ � �_I____- � ! I-- _! i ! ! -I__- ! _- ___. -___ . -- _. - ___. __ -__ . -_ _ - - -_ __ -�I I_--I�_I- I__I I J_--� I I�_I- _ - : : : : : : : : : : � 5� : : i I i I i : : :: : � � � � � i i i i i : : : : : : : : : : : : � � , : : O __ _ ---_ _ ! � �_� _,- �_� � �� I�_ �_I i � __ � �- '� _'I _ �� �I- __� I-'� H � I � � � , � � _� � _� I_ _---_ -- - __ _-- - ---- —� � _ _--- -- - ___ - - ---- _ _ � ' � ____ __ ___ � -- _ _- _ _ _ _ _- - - -_ _- _ _ -__ -_ ___ - __ _ __ - - - - _'� � ; , -__ _ , i _ _ i __ � E lST l G G OUN , I , � : : : i I, i� , �i i , I, i i � ' , : : � � i � � � � Q � i __ __ _--_ � _. _i __ � : __�--i__ _i _�-�_ __�_ ___ __ __ � __ _ _ _ � ___ � - __ �_ i Pl = 43+15.00 � � � � � � � � � � � - -- -- �-� ' EL = 395.83' i i i i __ _ _- -- `- • ! VC = 350' I I I I I c\I -- �-�` .-_ �� K= 75 I i � � � � � ��� � �� ��� � � �� � � � ��� � �� � � � � i �` ! II i i ! I i I Ii ii i ,I ! � , � � Z � '3.�548' ♦ � � i il i i � � I, i II, I! ili I - — Lc-- II I I I I I I - -- --- � - - I I! il ,I,li - � ,I ! I, ,, ' ,, , EN G DE , , , , W � -Y�DET ST e 45 0708/ , J � � � �: ° � � f� , , , �ii � ��Op , !i �iii �i i iii ii i i I I I ' , i� il I� PRO �SE G DE I I I '� I , � Q I � - � � � � `� � � � � �� � � --- �� I - - - - - I ! ! � " ! '' � � � : � I �- , I i ; � ,i_ __� , I_, I__ , _ , , i__� , ,I I ' �I_ __� , �___i , _I , , i � i i i i i i � i I I� I I!! I ! i!I I! � I! I I!! i' �II !II ! I � i SEE SHEET 2B -7 FOR -YSDET - PLAN V lEW 39 + 00 40 + 00 41 + 00 42 + 00 43 + 00 44 + 00 45 + 00 � � � � � N � � � � PROJECT REFERENCE NO. SHEET NO. \ LOC H N E R r� ; j �� j iil i� � � ii � �� R-2721 124 H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � I I I I I I I I ! I I � : I ' I I' I i I I I I I , i I —Y� D ET I I 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I � � , � �� ,, � � I ,,, � � I �� �, �� � � �, �, I � � � I , �, �� � � ECOLOGICAL sU�re �o� l�]E�]E][e��][��oT�l]E�� ]�I[.,A�T� Cary, NC 27518 � ENGINEERING �9i9� ss�-o9a9 �(� N�°Jf' L75� 1F�I� C�N571°R�.�C7['d�N �� � � �� ��� ��� �� � � �� ��� �� �� � � �� ���� ��� �� � � � ��� ��� �� � �� � � � � � ; ; I I � I � � � , � ' Pl = 22+00.00 � ��, �� �� � � II I II I � � �, i �� � � �, �� �� � �� I � �, � EL = 400.7/' — — f II i I :: I I �: I � I _ _ , 6DE S Ae l3 02e 4 Pl = 14+00.00 Pl — 20+50.00 VC l40 ' EL = 398.49� EL =,39848' K= 87 DOCUMENT NOT CONSIDERED FINAL VC = I4O� VC = I'J�O� UNLESS ALL SIGNATURES COMPLETED K 65 ; EL — � 3 7�2� - - ; ; i K = 69 _ — _ , '' I' I' VC = 450' L- , � � � �3.10 ��� — — — — — — — — — — — — _ — � K = 64 COMP T E 540 ROP SED GRA E � � � �— e _ 3� j _ � — V 40mph � � +) •663 � ° � � � L — + a , —��._ — — -- _ —__` i — ' ,. � i� i i � , � �� ! I I I ! I I I I I / �� � � ♦ � o ����� � �� —_ --- _ �— _ (+)�• _J-- -------_� �ND RAD� __ �,3. 4, �� —_ __ _— -- _. �' ' � � Y6D T— TA, 2+7 a87 � �, I I � ! I I I I I� I I� I � �; ; �� I L, O eOO' � ! _ __ � ___�i � �i __ _ i _ _ i _ _ i _ _ i _ _ -- : : : _ _ _ : --- � _ i i _ _ _ � _�__,_ _ E lSTI G G OUN _ ___ ____ ___ _ __ _ _-- --- � � � � ��� � ��� ; ——_ _ --— -- __ _ — _ _ __ _ __ : �. � _�_ _�i _ _� � _ _ _ � r i i � � i i � r _ - -- --. __ --- __ - -- -- - - -- -- - __ - __— _ --_ - __ _ _- I � II _ _ — I _ � �i I I I _i _ I l _— __ _ _ __ _— _ - _— _ _— _ -- — — _ -- _- _ -- ---- _ ----_ __ _- __ __ I I I--�_ I_ _ I _I, �_I � I L I I J---� I -- - - I I -- -: . _ - - ---- _ _ - _ _ -- - � _. - - - - _ _ - __ _-. _ --- _- _ - __ � __�_' _ i __I i i i i i i -- . . . _-. _ _ _ - --. ---- ---_ --- _ I I _ i i . � _ I I I I --- _ _ . _ _-- . _-. I I I I I I I I , i I I I I i� I II II II II I I II II II II _— _ _ _-- _ ___ _ _ __ � _ _ _ _ _ _ _ _ _ _ _ _-- --_ _ _ _ __ ,_ _I _ _, I I _ _ _ _ _ ,_,_ I I _,_ _ _I _ I _�_ I _ - _._ _ _ _ -- -- -- - - � � i � i i i . . __ - --- _- _ -I- - �- � __- _ _ . _ __ . __ __ _. _ _ _ __- _ -- — __ __ - _ ---_ _ - __ _ - __ __ __ --- - _ _ __ _ _ � _ : : — -- ii — -�— I i [ i i __ __ _ _ __ __ __ _ _ _ _ _ _ ____ � : : I : __ __ _ _ __ __ __ � _ � __ �� �: i _ _ i i _ i _ -- -- i � — , _ - - -- -- _ _-- - - -- I �_ _ J I J,i_I _ I I_i_ _il I� , I il I I �,i_ . I I -_ _._ _. -_ _ _ --- __ _. _ . -_ __ -- - _ _ - ---- - --. _ - -_ _ __ iJI JII- I_II _ II - _ i_il II _ il _I � I II I �I II I �I �I �I I_ - — _ . __ _ . - _— �I ! -_ _ -I __ _ _ I _I-II __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. _. __ _ _ - ---- _ -- _ _-- _- _ I I_I__ ! I I I I I I __I_I I I I__ I I _I I I ! I ! I I I I I I . -__. ---- __ _. - _. . - -___ . -_ _ -- - -_ __ _ __ --. _ ---- - __ i _ i i ' ' ' _�II il il . il il _ il il il _---_ _-- -- ---- __ __._. _ ._ . . - -_ __ -- - _ --- _-- --. _ _- -----. _- --_ I _ : _ I _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _. - _ -. - -_ _ . -_ _ ---- ---- __ --. _ ---- — __ _ i i � i __ I I _ I _---__-- ------ __ _--- ._ --- -- —___ -- — _ ------ ---- -- . __ -- -- --. _ _ —_--_ _I I_ _. —I—__ _I ,—_. —i—_ —I _ _— -- . _—_ �--'---_ i— __,. I i— I� -I_ J LI I I_I J_, l I I i J - !_ _L� I � -I -------- --- -- -__ ! ! _ _! _l _ --- _____ ---- , _ ___ _ _ __ -- __ _- _ _ __ _ _ --- _ __ __ _ __ '� _ �_ _i - - � � � � � � ; � �— — I_ �I_ _ I_ i i_ i i il I I � il il il -il_ II I �I �I _� �I_ - _— --. - - -_ -- _. __ ---. _ _ ----_ . _- -- �-I��-�--I_ _ - _ II �-. . i _i i I _ I I I I I I I___- i- _I - �-i�-I I ��I_ I I � --- - SEE SHEET 2B -8 FOR -Y6DET - PLAN V IEVV 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 _ _ _�_ � ___, `- - ---' -- -- --_ _ _ _ _ _ _ _ _ __ _ _ _ _ - _ � _�_ i _ � _i _� -�� �i_ _I 'i- — — -- __ -- - - -- -- --- --- --_ --- _ __ . --- — -- - _ _ __ _ _ __ _ � � �_ � _ �� � ___ _ _. . _ _ __ _ - - _ _ _ -- _ -- _--_ - __--_ - . -- __ - � � -� - � - �- - - -Y D ET- '-� _��� __� - ___- -_ : __ - -__ - -_ : _ - - _- _ -- __- -: _ __�_� - -� - -__,_ �- 7 �-� - : - -: - : � � � � � : : � � � � � � � � � � � � : : : : : : : : : : : : : � __ � � � __ � : : :: : _ _ _- ___ _ _-_ _- �__,_� � ,__ , J�_�_ ,_�_� -�-� , -� � -�J� � �� � � �_�__,_ , , _,__ � , , _- _ __ _ ___ __ __ _ _ _ __ _ __ _ : __. : :_ _-: : -_- : : - : : ___- : :_ _-: : -- : .- --: -__ - -. -. _. . . _ _. _- __ _ _. _ _. _. . __ _. _ __ _. _ _ . _ _ ___. : _.___ � � � � � � -�-- � � � � � � _ _ � � � � � � ___ -- - _ _ _ -_ -_ i I i I- il �I I I I_I I I I I_ f I I I_ i i i i i i_ __ -- ___ - -- . - - - - _ - - - - - � I I I - -- -- _ _. --- —_ --- _ - --_ I� _ _ __ -. _ --- ____I _ _ � , ' - _ - . --_ -. - --- _. . . -- ---_ _ -- - - -I I i I I I I I I I I I I__ _. II I I-I--I i_- . - . __ _-. _ --- _ _- -- . _ ! I_--�I ! I__ I _I�_I_ �_I____- � ! I-- _! i ! ! -I__- ! __ ___. -_ __ . -- _. - __ _. __ -_ _ . -_ _ - - -_ __ _- I__I I J_--� I I�_I- i I I I I I I I I I I I I I I I � � � � � __ _ _ , � -I � _, �_ _---_ -- — � _ _ _—. -- __ -- — ___ — — —_-- -- _ - �_ -� - — � � - � -- � — — � �i_ �i_ _ �� I_ __ _I_ �, �� '-I I�_�- I i ' � ��i �_ � � � � � : � _ _ __ _ _ ---_ �� � ,_� i _ ____ __ i�____ ___ �i -_i - ___� _i i i __ _ _ i _,-_� __ - - -_ _- __ _ - = f - - _ _ __ _ -__ _ _ — — _ � : : Pl 2/ 30.00 -- � � I � � � � � � ��� �� � � �� ��� � � � �� �� � � � �� � � � � � � ���� ���� ��� ���� �� ���� ���� ���� ��� ���� �� �� �� EL = 459.90' � �� �� � � � �� �� � � � �� � � �� � � VC= l40' � � �� � � � �� � � �� __ __ __ _--__ _ __�--i�__ _�_�-_�_ _ i _. _i___ � _: �_ _. . � K 63 � -- -_ _ _ . _ _ _ __ __ _ _ � __ — � , -- � � � � � � ' Pl = 18+20.00 � ! ---� -L — i i e _ _ _ _ _ — — — — — / EL = 447.00' Qti1 LET 540 � e � (+)1.9 �� — i— I EXl lNG GRO ND � , � — � Pl = 14+25.00 VC = 400 � I ,_�,% � i EL = 444.26' � K = ll5 _ � _ _ — �— — VC = l50' ' ' ' ' � , , � � _ � — K = /3/ __ _— -- -- _ _ __ -- T— � -- �— --- .— ----, -- -- -- -- EDGADE � _ — — � •I 60 / , '' — � .$� + Q:�9 3/ ------ ---- - --- —� +)4 6� � + � � — T DE — S A, 2 +02a 7 � o o �� � �j ---- — -- --- � — — - — � ° �i e / �' � � / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . � � � ^_ _ . . . , . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i .i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �, .. �,. . ,. . . ,. I . . . . �,. ',. . . . . . �� I. . . �, �� , . . . �, .. � ,. . . . ,. ', . ! �,. '� . ,. . . ,. I . I . �, . . I, .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I � II ! I I -- . I_ I I I I I I i II I I IIII I I III I I II I I I III I I III I II BE lN G ADE ; I _ � ELo 4006 ' � � � � � I I I! I I I � Ili ! I ' � ! li � � , , I_ -_I , , _ I -- , _ 1_-� i ' ' II I ' , I I_ -_� , I __ I , -I , i I I I I I I i I I�I I� I jii � i iij i i i„ I i i jii il III I � , , , , , � � , SEE SHEET S 2B —9 & 2B —l0 FOR —Y7DET — PLAN V lEW 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22 +00 � � � � �� �� r, � � � PROJECT REFERENCE NO. SHEET NO. \ LOC H N E R r� ; j � � j ii l i � � � i; '� � � R-2 721 12 5 � � � --- � l i i I i I I i I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � : I I i I I I i , I, i I I 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 �� D �� (919) 571-7111 NC License Number F-0159 ��������y�� �����i NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'1['II�N 1151 SE Cary Parkway � � I � , I �,, I � I ,,, � � I � �, � � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� Cary, NC 27518 � ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I i� I I I I I I I � I I I � � I , � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED : : I I I I II I I I I I I I I I II I I � � II I! 'li III II III III I! II' I! I II II' !II I I I' I � N 0 i ; � � ; � � '� I I!' ! I I I I I I I I I I , I I', II l i'�I I I I� � '� I� I� , Pl = l8 +10.00 �-- � � � � EL = 407.10' -Y8 PA- : : : : : : : - -- _: _�, � _ VC = 200' _ _ i i � i _ _ � _ _ : : : `_ - EXIS lNG GRO ND � i � �___, �__ � K= l00 -___ --: ' -- i ___ -- _ W__ _- � _�� � �i �i _�i _i i �I �i � _ - -- -- _ _ � _ - -- -- -- -- -- - - � - - � - , __ _ _ _ _. _ _ __ _ _ _ _- _ _ � __ _ _ � - - � __ � � - _ � ��- -- - _i __ i �___� i___ _�i __ _ _ , -: - �- __ __ � - _ _,_ _._ , __ � _� -- -- -- _ _ - -_ __ __ _ _ _ , , __,.___ -- -- �- � : : - -- -_ : - -_ : - : : : : _ �I �i i I — � I I : � _ -- _ - --_ - -- - , � _ - _ ---- ----- , _,- � _ � � RA�- � � - -- -)/./5 � ' � ( +)0. 38l °e i � � 6/ i -- I� _ __ _ _ ---_ B D� �-- �, - : � __ _ _-_- - --- -- _ - __ - � I '-- -I_ I I ' -- -_ �_ : -- : -- : - - - : : - : - i I I _ � _� _ _ : : : __ _ : -Y8 ET ST A. l2 +5 085 , � �I � � � � � i i _ _ i � � i _ i -- -- - - - - - - � _ � -- - : I J,i_I _ I I_i _il I� , I il I I �,i_ . I -_ _._ _. -_ - - I --- . -_ __ -- - _ _ - _ - - -- -- _ _-- - � �_ _ _ � i � _ _ __ _ - __ �' J -- J _ _ _ i -I _ I_II _ II - _ i_ II II _ il _I � I II I �I II I �I �I _�I II- - — _ . � __ � . - _— I � -I __ _ I _- __ I I _ --li I _ I - - - - I I i _-- I I I - --I __ _ _ I I I _-I -- _ _. _. __ _ _ - _- - -- _ _-- -- _ I I I I I I I I i I I I I I I __ - _ I ' __ I -_ I I . _. --- , _. - -- __ . -_ _ - - _ _ __ _-. _ ---- - __ i I i i I I I I � I _ --- __ _. --- � -- - I- _-- --. _ _- -----. �II_I I _-_I II _ II I �I --._ _. -- - ---- _ � � _- --_ I _ . _ I I ---- _�_ . -- - -. - _._ _ _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _. - � _ -. - -_ _ . -_ _ _. - . _ _ __ - -. _ ---- - __ I I i _ _ i i _ i _---_ _ -- -- -- - - � � -- - __ _ _ -- --- ----- _ --- _ -_ ___ _ _ _-- -- _ _- -- . _-_ il-I . -I-_ -I : ,. i i- _ � --- -- - - - --------- _- . - _ � _ -� _l _ I � -I. J LI I i _l J. . l I I j �. ---. ! _ _L� I � _l _ ___ _ _ _ , _- _ � , � �— — — _ _ __ _ _ --- _ __ __ _ __ I� _ �_ _i � � � � � � � I_ �I_ _ I_ i i_ i i il I I � il il il -il_ II I �I �I _� �I_ - _— --. - - _ _._ -- _. __ ---. _ _ ----_ . _- -- _. _-_ �-I��-�--�,_ _ - _ _ _�--- _ . - --_ _ ---- ____ . -- -_ _. _ _ --- - : � � �� � � ��_ -� � � ', � _,_ _ - _I _ I-� -�I _� -� �� � � SEE SHEET 2B -ll FOR -YBDET - PLAN V lEW : : 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 --_ _ - - - __� _', - __-, -- ___ _ _ _ - -- _. _ _ _ _ _ -- - : _i��_�I_ I_ II I I_I _il I il _i II I _il i il_il _i --I_ I_�- -I i ii II_ :- - -- - - - - -_ - -- - -- ---__ _ ---_ . _ _ ._ I _I _ I _ I_ _ _I I I� �_ _I ,, I _ _L I I_ I --- ---- -- . -- --- - -__. _ . ----- _- _ - -_ _ __--_ _ _ . ---I_ _I ri ' ---I- i _ _I _ I —� -I- : _� _�� , _ _i - --- __ - -- _ _ _-- -- _ . _. _ _ _ --- _ -- -- _ _ --- - _ _ _ . . . . . . I I I I I i i i : : : : : : : : : : _ _ I I I I I : : : : : Y8DET � � � � � _ _ __ ___ _ ___ _ __ , �,__ ,J;_�__,__- _�_� ,__- � -�-�-� ,__� � �_�__,_ , ;_,__�_� , __,__-� _______ ___ ___ ___ _ __ ___ _ _ _ ___ � � � � � � � � � � � � _ _ � � � � � � ___ -- - _ _ _ -_ -_ i I i I- il �I I I I_I I I I I_ f I I I_ i i i i i i_ __ -- ___ - -- . - - - - _ - - - - - � I I I - -- -- _ _. --- —_ --- _ - --_ I� _ _ __ -. _ --- ____I _ _ � , ' - _ - . --_ -. - --- _. . . -- ---_ _ -- - - -I I i I I I I I I I I I I__ _. II I I-I--I i_- . - . __ _-. _ --- _ _- -- . _ ! I_--�I ! I__ I _I�_I_ �_I____- � ! I-- _! i ! ! -I__- ! __ ___. -_ __ . -- _. - __ _. __ -_ _ . -_ _ - - -_ __ _- I__I I J_--� I I�_I- i I I I I I I I I I I I I I I I � � � � � __ _ _ , -I � _, �_ _---_ -- - � -- � —�— — ---__ . -- __ -- — ___ — — —_-- -- _ - �_ -� - - � � - � -- � - - � �i_ �i_ _ �� I_ __ _I_ �, �� '-I I�_�- I i ' � ��i �_ � � � � � ___ : � _ _ __ _ _ ---_ �� � � _, __ ____ _ ____ ___ - -__ _ ___- _- ,__ ___ _ _� ---_ - - -_ _- __ _ -__ -_ ___ - - _ _ __ _ -__ _ _ i i� �i i I i i i i I __ __ I : i i i i i , i i , I i I I I I O � � __ __ _--__ _ ---_ _ _ ._ __�-- � : __�--i__ _i _�-�_ __�_ __ __ ----- __ --- -- _____ __ --__ ---- __ --- -- - �, - - - _ -. -. - --- - ! ! --. - -. -- ----- � � ! i i , ! �, - � Pl - 27+25.00 - Pl = 28+45.00 I I I I I Q XIST NG ROU D EL = 4/4.77' EL _ 4/7.04' I i � VC = l30' VC l00' =�8- ��1= � K = l23 K = 63 '� �� '� ' ' � � , ��, �� - - � _---- 8LP _ _- � _ - � _ -- - � �_ __ __ __ _- — - - _�_-- - � � --� -- -- -- -- -_ ( )1.89 6`� (+) .30 % _ -- W __ _ __ r ' -------, _:- ---- - - _ � _- _— — -- � —� � +J 83 °e � )I.�Z31 0 ------------- '�� '� '� I I I I I �, 'I I I � � — — — — — _, ____ _ � � � l • I I : � i � , � � � Z ! i -�- �I � �i �i �__ i _ � PRO OSE GR DE � , : � � -- �� ' ' I I � �, , I I I I I I I I �I -Y DET ST e 28 9906 'I : � I � � , � � � J � � � � � � - —�- � � � �� � � � � � �� - - - - - v � � �! '' ! '' I , , i ,i ! I : � , � � � � , i � � II I � I, ; � i __: , I_ I _ i__ , __� , __ , � i i i ,i i i, ; ,i �� II I� I jii � i iij i i i„ I i i jii ili I � � � SEE SHEET 2B -l2 FOR -YBDET - PLAN V lEW 23+00 24+00 25+00 26+00 27+00 28+00 � � � � � cv r, � � � PROJECT REFERENCE NO. SHEET NO. \ LOC H N E R r �j �� ;;� I � iil i' — — � ��j ����� � �� R-2721 126 � � Y� � � �,� � � � I I � I � I � � � � � � � � � � � � H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS � � � � �� � � � ��II����I�� ���I �li� ��� ��I � ,�I i , , , , , 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I � � , � �� ,, � � I ,,, � � I �� �, �� � � �, �, I � � � I , �, �� � � ECOLOGICAL sU�re �o� l�]E�]E][e��][��oT�l]E�� ]�I[.,A�T� Cary, NC 27518 � ENGINEERING �9i9� ss�-o9a9 �(� N�°Jf' L75� 1F�I� C�N571°R�.�C7['d�N � I � � I � � � � I I � I I I � � I , � ! III II II Ilil l I IIIIII II II III II II I! III I I I II I! I I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED : : I I I I II I I I I I I I I I II I I ' � I EGl GR DE Pl = 15+00.00 � � i � i I - - e EL = 433.14' � I � � � � � � ,, I� ' I I Pl = 22+00.00 r e � � � I I I I I I � � I I, � Pl = 1g+60.00 Le 4 8e69' VC = 250, , � i CD PLE E 5 Q ; ; EL = 43/.l8' K= 9 9 � � � � E L = 4 2 8. 0 2' � C - l 4 0 _ _ _�� �, _ � VC = 250' _ _ � _ _ K = 82 � � _ -- : : : : : : � � K = l03 ___ � � � __ ___ ___ __ _ - _ _ __ �_ _ _ _� � � � � � , e� i i I ��i _�I �i � li � � i I i -- _. _— _ -- -- - - � - --- -- - __ __ _ __ _ _(+�1� --_ ��71:7/3 / _ I i-_ , � � e -- - --- - - -- I -- __ _ _ _ __ -- � -- __ -- __ - r__ __ � � (+) .3159 0 (- 0.40 / __ _ -- -_ �- - , -- -- -- �-- -- -- -- -_ - -- -- - -- � � � ♦ � , � � � I � . _ _- — z -_ _ i � 5�� - - � -- ---L-- ___ _ —�����9� ���I.J __.i_� �.��`� -- --- — --- . _—. I _ I _ I I _ — ,— —I _ ! � � � __ — _ -- __ __ � — -------- ---- --- — ---�— — --------- — _- - _ ---. _ _ - -_ _ - __ _- -- _- I�I � --I i �I- i� � _�I_ _. _ _ -- - -- __ __ _ _ __ __ __ _ � _ _ _ __ � PR POS D G AD � , � : -- : -- : - : - : : - : : - : -- i _ __ �� i � � _ _ i i i _ : : __ _ : i � I I i �_I �_ �_ I_� _�i �� , �I �i i � _ __I I __ __ __ __ _ _ ___ -- - _ _ _ ---- - - -- -- _ _-- - - -- i �_ _ _ �i� _ _ __ _ - __ � _, - EDG DE � � � _ __ � _� :_ _ _ _ - �_ � _ � - : _ . �i I �i I - II ii ii i II � i � ' - — - � � -- 'i ' -- _ I-II _- ! i- --i; _ i _ _ - - ! --- _� i __ _ _ I� � i __Il - __ _ _ _ __ �I _I __ _ — /$ e & � __ _ _ - - --- - -- _ _-- __ i i i i i i i I � , � _ _ _ _ _ _ _ _ __ - -- EL 430e�33 __ ___ _ ---- _ __ � _ � � - -- - -- - -- - - - - - � � � � � _-- --- ----- _ __ __ __ _ _-- - -- _-- --_ �i_�i i ___�i �i _ i , I i __ -----_ __ ___ �_ __� _ -- _-- _ _ i i i i_ i_i _ i i _ i ____ __ _ - ---- ___ _ -__ __ _ ___ _ ---- - --- __ _ __ _ ---- _ __ � � � � � __ _ __ , i_i i __ i i_ i _---__-- ------ __ _--- _ --_ _ . -- -- --- -__ _ -- - _- _ ____ _ --- -- _____ _ __ __ _ ___ --------- _ . _ __ _� _ _-i -[ - I � -1:_ -I -LI i � I —J: :- -I I- i i - -L� I i I— ____ . _ . _ _— _ _ __ --- _ - __ _ _ --- _ _- -- - __ li _II i_ �_�I _ I �I- _ I_ li li il I i i i i i � _ i � i �� i � i i _. -_ -_ _ I_ - _— —: : .----- ---- -- -- - I-_i -I�_- __-._I _ II i �_I- _I -.-I � ___ i I- _I � III I��-I,-��-� _ -�-I -i �Ij I- _ _ _ --_ _ _- --_- - _-__ _ -- ' SEE SHEET 2B -l3 FOR -YlIDET - PLAN V lEW 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 _ _ : _ __- _ ___�_ �_ __ _ ___ _ _ _ _ _ __ _ __ _ _ _ --- --- __ --- ---- --- _ __ . ___ - _ =_ - -Y13 D E T Rl - _. _� � , _� � i �_� � _ � � � _ _�- _ __ _ _ _ __ _ __ __ __ __ _ _ _ _ -_ _ __ _ _ __ � __ _ __ , -, ____ _ ____ _ _ . __ __ __ _, � ,� �_, � , � � �- �� __ _ ___ _ _____ _ _ . __ _- �_ _ � __ _ _ ___ _ _ i � i i �� , -- -__ - - : : : : : - : : : : -: : : : : : - : I I I I I : . : i i i I I I � I : : : : : : : : : : : : : I I I : : : : : - _ _- --_ _ ___ _- �--I_ � I__ �� J�_�_ I_�_� -,_� I � ,--I , � I � � �-�__I_ _I__ , � I _- - -_ _ _-- _ _ _ -- - -- - : _-. : .- —: : --- : : - : : ---- : .- - : -_ : ._ --: -_,_ _ ,--. __. , . . _, _. _,_ _,__ _. -- _. --- __ — — _ _ ---- : _.--- � � � Y13 D ET L1 � � � _ � � � � � � � _- - : _- _ _ _ -_ : : __ _ : _ �__ _, _ � _�_ _ � �_ _� , _ __ _ i, _ _ __ -_ _ --- � -_ __ � �_� � __� � i- E GR DE - -- -- --. ---- - �_ �__ __ _i� _ i - --_ -- -- _�= - _- _ _ ___ -_ _ _ _ _ _ _ __ -- -- ------- --- -- -- - _ _- --_ _ _-- _ __ __ _ _ �� �i __�� � � _ �i __ �_i_ �_i- --_ � � i__ _� __ __ _-- ___ _ _ _ - __ __ I � I -Yl DE Rl- STAa 18+� e42 �-Y �3RP - �- �3LP - : : : : : : : : : : : : : : : : EL4 3770 0` i i i � I i : : : : : : i i i �_ � i i i i i Pl = 15+90.00 � i Pl = 14+40.00 - - ---- __ _ _ - �_ ��_ _ � � � il � i� � , i -- - -- -- - ---- _ ! EL = 375.13' ! I --_ -- __ _— __�_ _ ---_ � �� � � _�__ : EL - 373.53 I -',— -� - ��t� E-- � _ 1 -__ -_ _ _ !- VC = l50' , _ -_ - - _ �3 = , ___ �,- � � i Y �: LIPC- , � ___ _ i � _ __ _ _ _ _ _ VC 309 , � � , t K = l94 � � - _�_ __ � � US 0' K= l60 i � ! , I /_` : � Pl = ll+10.00 � � � EL = 363.78' i �-� � i I _ i GRA E� �' I� e �� � °e i j __ __ -- -- VC = 220' --- - � __ __ � � � � � � (+� .022 - _- _ ----- ------- o ---- f �) . ��- o---- -- — � . - -- --- -- —+- -= -------- — � �-��l � �� 4 '-� � K = 23/ PR POS D �� +)2• 5�� _� __ � � _ - / , -` -- -_� � __ _ � -_ -- _ � ' � � � � - -- --� I ��- „ i GR DE i � , I -- i I , ! � , � � i � , � , , � _, � , , , __ -- � , , � � . . . . i .. �I I . . . . � . . . I i i I . . . . . i �I i i j . . i . i � i . . . i I I I I I , . . . .I. , i . i . . i . . . . . . . . . . . . . . . . . . . . . . . . _ I I I I - 0/ (+)2. 5 � � �, �! ' I' ' � � � � � � � � � � � �, E lSTI G G OUN � � (+�2. � ! i ! � � , , , � B GlN RAD � � � i' i i I i' i i �' � � i � i' i i ' ! � i i i - l3DE _Ll ST e l3+ 8e59 � END GRA E _ -� !E _ - 0�8- e � , � i� _�I� I II i� � I , � �� , �� , � _ � ! j i� � �� � , � i � �I , - , , � � , : � � � � � :: :: � , : � � � : � , , ELa e5 BE lN G ADE � � � � � ELa 6/e5 ' � � , � � , � , ; � i i , �� � � �I , I I � �� '�� � I ��� �� I� � � � � � : : � : �ii --i I I�lii I i ii'i �i i--ji i i!i �iii �, i�l iii 'i i : � � , � ; � , , , ! ! �I !!, �i ,, ! �I , !, i' '�i ! I — — — — — , �_' __i , I_ i -- _' ' i__� i ' ' II I ' ' i i_' __i , i __ ' I -� , ' '�, � � I� �� �� �� ' , � ��� � � ��, � �, � � ��� �� � SEE SHEET 2B -l4 FOR -Yl3DET _Rl - PLAN V lEV l� �i , , ;:: ; :, ::: : ,: ; : i � ; ; SEE SHEET 2B -l4 FOR -Yl3DET _Ll - PLAN V /EW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 14+00 15+00 16+00 17+00 18+00 � � � � � N � � � � PROJECT REFERENCE NO. SHEET NO. \� ii I �I �i i i �; �i i i ii i ; � LOC H N ER R-2721 127 � Y13 D ET � — — I I i i i i i i �i �i l �I 'i �i ' H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS -� I I I I I i I I I I I I I I I 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER RALEIGH, NC 27612 (919) 571-7111 NC License Number F-0159 �������s�s��s ��e��� - NC F[RM LICENSE No: F-1148 dD�� N��°d'1' �JSE F�F$ g8% W.�C��7I�I'd'II�N 1151 SE Cary Parkway � � I � �—- � I ,,, � � I � �, � � �, �, I � � I , �, � �, � ECOLOGICAL sU�te �o� l�]E�]E][e��][��oT�]E�� ]E�I[.,A�T� Cary, NC 27518 � ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N I � � � � � �� i i �� i il I I I III III I I = , II II li II i I I II I I II �■ � D�� �� _ Pl — 22+90.00 ', ', ', ', ', � ; 3 � EL 39/.4/ ' B GlN RA � _ � VC =.3J�O� DOCUMENT NOT CONSIDERED FINAL � E,.3%Te O� , e i K= 6J� UNLESS ALL SIGNATURES COMPLETED � Pl = 12+85.00 Pl = l9 +60.00 ', ! � ' , , I � �I � � i 'I ', ; EL = 384.02' — — , I I ' — � I EL = 378.88 PRO OSE �� � e �_ � VC 270 , E D G ADE VC = 270' � � . 9 7 6/ �� 7 4 5 e K= 8 8 �— l 3 D E _ L 2 i S T o 1 4+� 3e 2 6 K = 97 ! ------ -- -- ----- --- -- -- � -- --�--- _____ I .. ! E o 38609 � � .- -' �� � -----_ � -- _� — — , i r � � � i, � �� � �—�l 727°o i l�1. 000° � � , , � ! �--I-- E D G ADE � �+�3. � � _, � , — — f , l)I.0 28 °e !_ � � � � � EL 388. 0 � i i i � E lST l G � � � , �� � —_ __ _' ' ' I � I I I I I I I I I _ ; ,; �_ -- —_ __ -- ,_ i �; ' i I I � I I � I —Yl3QET_ 2— TAeI f00e 0 i -- -- �� � �i !i !i ♦ i � i � ! ! ! ! ! � ----- — � � � � i�� � : I i i : E Le 3� 8e 5 0 � �— � _�_ _ _ �_ ___ � _ _ � _ _ � _ _ � , I �i �i �I I �i �i _ _ : : : : — — — — — I -- _ ___ -- — ' —__ _ __ _ _ _ ___ ___ _ _ _ -- _-- i � � _ ___ _ __ i i ___ �___ � � � f � ��_ � � � � � ��� '_ � ��� � __ _ - _ _ __ _il _ il- _i _ _ _I _ _ _ -- -- --. -- ---- .__ ___ -- - - -- -- - � � I I I I I I I I_ � . - __ -- - - __ I I I _ _ -- - - - -- - _ .— _ ---_ ! _ _ _ _ -I _ __ __ EX STIN GR UND , i I I_�__I_ �_ �� i _�— �_�i �i -i- i �i�; __� i----- � , __ _ -- ---_ _ ----_ � I_ _ , � � --i __ _ _ _ __ _ ____ __ _- ---- _ _ - _ _- - ___ _ --- _ �_'__ __ � __ : � - --- _--- __ _ -- _-- - _ _ ___ � � � i � �_ i �i �i -- i_ __ �i _ _— I I I , : : _ _ _ _ _ _ _ _ � _ _ _-- --_ � � � � � � � � � � � � � il l il il ' il il il il I II II II II -- — --. ---- — --_ --- . _ --- . _—. _ . _ _ _ --_ � � _ _ _ — __ — _ _,— I I _,- _—I— _�_ I . � I _ _ _ _ _ _ . -- --_ -- _. _ — _ i � i --� — � _ — _._ _ — -- -- -- ---. _ _ — —_ _ — __ -- _— __ i I , I _ — _ — -- — -- — � ---�_ — --- — _ , ---. _— .. __ . — _. . —_ __. . _ . _ _— .. _. —_ I �! I I I I __ I II ! I -f- - �- �I II -- -- __ __ _ _ __ __ __ I i I i _ _ _ _ � � il � ' I I I _ _ I I _ I -- -- - - - - -- � II . II II _ -- -- � � - - -- -- _ _-- - - -- I �_I �, _I _ ; i J,i_I _ I_ I_i_ _il � i I il I I �,i_ . - -_I I -_ _._ _. -_ _ _ --- __ _. _ . -_ __ -- - _ _ - ---- - --. _ - -_ _ __ i -I _ I_I _ II - _ i_ il I _ I _I � I II I �I �I �I I _�I I_ - - _ . __ _ . - _- �I ! -_ _ - __ _ _ I _-I __ I 1- --I I _ I _ - - _ I I i _-- _I I_ __ I I I _ --I __ _ _ I I I _-I _- __ - - __ -- ___I _ _ _- . _. _. __ _ _ - ---- _ -- _ _-- _- _ I I_I__ ! I I I I I I __I_I I I I__ I I _I I I ! I ! I I I I I I . -__. ---- __ _. - _. . - -___ . -_ _ -- - -_ __ _ __ --. _ ---- - __ i _ i i ' ' ' _�II il il . il il _ il il il _---_ _-- -- ---- __ __._. _ ._ . . - -_ __ -- - _ --- _-- --. _ _- -----. _- --_ I _ : _ I _ -- _-- _ _ I I I I_ I_I _ I I _ I _. -_ _. _ - ---- _. - _ __ _. _ _ __ --. _ ---- - __ _ i i � i __ I I _ I _---__-- ------ __ _--- ._ ---- -- . __ _ _ -- -- --. _ _ -_--_ -- . _-_ i-I �--I-_ -I _ -_. _i- . I- -1 I_ _. -I __ _I ,-_: -i-_ -I --- _ _ _ _ _ -- -. -- - _ _- _ _ --------- -- -- -__ -� _l _ I� _I_ I LI I i I J_, l I I I J - !_ L�� I I I- ____ __ __ _- _ � --- � � � � � � � � � _ _ __ _ _ -- — _ __ __ _ _ _ ��� -�� �� _�i _ - — �I � � � SEE SHEET 2B —l5 FOR —Yl3DET _L2 — PLAN V IEVV _ _ � � _ � _ �i i � �i �i �i _�i_ �i� '� 'i _' �I_ — _— --. — — _ _ __ __ — —__ _ _ ----_ _ ___ -- __ __ i_ � _, . ____� _ � � �—�— . i —; ,: i i __,—_ � — I '— i i—��-- _ _,_� _��i_ il _ i— _ - --- _ -- - __ --- SEE SHEET 2B —l4 & 2B —l5 FOR —Yl3DET — PLAN V lEW 19+00 20+00 21+00 22+00 23+00 24+00 10+00 11+00 12+00 13+00 14+00 _ _ __ __- _ ___�_ �_ __ _ ___ _ - i I_i i_i I __ _,_I I I I _: _I_ _ _ _ __ _ _ __ _� �_ __ _ - - --- --- ---- --- ---- --- _ -- . ___ — --- - -- - - -- --- __ __ __ _ - __ I �_ I � _. - . _. . __ _ _ __ _ - - _ - _ _ _ -- -- -- - -- -- � � I I I '_ _li - Yl D E T R � � �- � '���_� __ �_� _�� � - -_ : _ _ - _- __ - - ___ - -: _� _, � �, _ __ __ _ ___ _ _____ _ _ . __ _, ri ___I I I - -- - : : : : : - : : : : -: : : : _ � � � � � : : . : i i i i i i i I I I I I : : : : : : : : : : : : : I -- I I I -- I : : : : : — _ _- --_ _ ___ _— __ _ __ �--I_ I— i_�_ I—�—� —� � I � ,--I , � I � � �—�__I_ _I__ , � I _— — —_ _ --- -- —_ _ _ _ -- — -- — : _—. : .- —: : --- : : — : : ---- : .- - : —_ : .- —: —_,_ _ _. __. __. , . . _, _. _,_ _,_ _ _. — - _. --- _. _ -- - _ _ . — _ ---- : _.--- � � � � � � � � I � � � � � _ _ � � � � � � __ __ -- - _ _ _ -_ -_ i I i I- il �I I I I_I I I I I_ f I I I_ i i i i i i_ __ -- ___ - -- . - - - - _ - - - - - � I I I - -- -- _ _. --- -_ --- _ - --_ I� _ _ __ -. _ --- ____I _ _ � , ' - _ - . --_ -. - --- _. . . -- ---_ _ -- - - -I I i I I I I I I I I I I__ _. II I I-I--I i_- . - . __ _-. _ --- _ _- -- . _ ! I_--�I ! I__ I _I�_I_ �_I____- � ! I-- _! i ! ! -I__- ! __ ___. -_ __ . -- _. - __ _. __ -_ _ . -_ _ - - -_ __ _- I__I I J_--� I I�_I- i I I I I I I I I I I I I I I I � � � � � __ _ _ , -- — _—�_ _ ---_ �__ ,_1 I—�, I I� II�_ I—II I I _. . I . -- _. .-- I J I�,I_ —I _ II� II _I II I I I I I I�_,i I I I i I i I i I _�i I_ .---. -- — __ -- — --_ : i _ _ __ ----- __ ---_ '� � _ __ ----_ __ _ - ____I _I i __ ___i I _,-_I __ -- -_ _ - __ _ -. - -- _.__ - - - - __ _ -__ _ _ _ ' I�' I __ -_ I i � i i � - �3_ � Pl = 12f45.00 Pl = 14f20.00 i i i i i EL = 384.65' 13 PA- EL = 386.79' � , _ � I _ , � _ , , Yl3 ET - 2 T A. l 28e 8 __ __ __ _--__ __ VC — 230 � VC l20 �� �_, '� i_ — __ _ _ _ i _I i_i — — ----__ ----- __ K 82 K l45 ' '� — --- -- __ _ __ _ _ __ _ --__ ---- __ --- -- — — I — _ I ' ' ' � --- --- -- _-_— — � � � � � � � � -- -- -- —� � ( � .400�/ ! I ' + ° i --- -- —_ � i (+�1. 253 � __ _— __ _ , _ -- -- ----_ _— '� - �► � .� - i Jl. 727° �+� .22 `� ,� � � � , , B l G D � , —Yl DET R2 — ST A, l0 +0 e00 � ,'_-, E lST l G G OUN � �I I i�I i i '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-� I , � -- -- -- --- — ; I , , i , I — — — — — � � , li , i l _ , , , i , � i i , i i i , � � � � , � � � , , I � ; � „ I� , , � , I I , I I I I -_I , � I I _- . _ � � il �I � I II I i II I I IIII I I II I I II II I I III I I IIIII I II � � ! ! I !!, i , ,, ! II , !, i' 'i ! I , I_ __I , _ i -- _ 1__� i ' ' II I , ' � i_ __� , I __ I , -I , i I I I I I I i „ i II I�I I� I jii � i iij i i i„ I i i jii ili I � � � SEE SHEET 2B —l5 FOR —Yl3DET _R2 — PLAN V lEV y 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 � i i i i i i i � � � PROJECT REFERENCE NO. SHEET NO. , LOC H N E R a� -- - --- - ---- --- -_ . _ __ ' , , ' - - - R-2721 128 -� _� �_I i I I i I _I_- I i i I i i i� i I �- 1 I — I�_ I _ �_I --- _ I _ I - - _ - _ _ _ _ _� I _ I I I _ I I I . I_ I I � I_�I_I I_ I _I_ I_ I I . I L . I I_ !_I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS I _ i -I� I _ _ _ - _ _ _- _ . - _ . i I . . I I I I I I_ � � �� I- I_ i i i I _ � I I, � � � 2g40 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER � I _I , : � � � � � I_ �' , I _I � � � � ��� � � � � � RALEIGH, NC 27612 I i i i i i i i I i (919) 571-7111 NC License . _ _ -_ _ __I _ _ I _ E. WI LLIAMS ST. - -- - - -- _ -- Number F-0159 �������s�s��s ����� -- _ _- � �, SUNGATE DESIGN GROUP, P.A. ��—� �--�—� � �--� i�—�— —�—�—�--� � � _�— �_�— � � � � � i i i � I I IID� N�T U�E F��IlB Id% �V ��C�tid�II'b°d�N � �—�--�_��- ', __j _ __ __ _ __ _ __ _ . .� _ -- �— � – ��. . . �. . � V���I/ � RALEI�GH, NOR H CAROL NA 27606 �Jlp����i`�11���1 �JL� �L �����I l�` � �� �� TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ID�p N�T �T�E F�ff3 ��NS'JCIEBUC'1'][�N I I I I I I -I_�_. -_ I�_ i -��_ I-, _I-�_. , _ l _: I-. _ __ _ _ . _ - _ _ __ _ - __ - _ _ _-. __ _ _ _ __ I� `r I I I_ . I �I_ il _ _i -I �I � I I_ -�� _ - _ _ - - - - -- ---. - - - - -1 I_ � � _I �_ _i � � _! �_ � _ _ �_ - - - _ _ - - - -- - -- -- -- -- - - - - -- i - - - — --- I _ . . _ _ I . _ I li __ _ I _ -- _ _. _ I i i __ � i ._ _I I i I I I i I i _I I I I . . � I - i_ � _� -_ i i � � � � � � � DOCUMENT NOT CONSIDERED FINAL i i i i i i UNLESS ALL SIGNATURES COMPLETED I I' ", ,I �I ;I � I,il ;I , �i B Gl LAT .-DlT H( T � I I N ) � � � � � , -- _- -- i i i E =.�60.2 i i i i i i i -- -- -- - -- �_ __ ' I I ! I ! �- �� �� � ! ! - i -- -- -- -- i __ - __ -- .__ -_ I ! I � �- -- i -- -- -- -- --�-- -- -- --�-- ---1�� `-��-� ��I -- -�j-� ---��------ - . � � � � � � � � � � � � � P� STA 29 f�0.4 - --- ; �I �I, ,;� I I', �, I I', I �I �� �, I; ,;;�I - ,� � ; , � E D T. V- lTC lR ) I I I I � I , I , I , I I i ': ': �, i i i El1EV = 40.4� i i i i � � i I � i � i � � � �` I I I I I I I I I I I I I I I I I � li ! I I I I! I ! I I I I I I � ! i � �J ` � I . i i . . �. . . i i i �i • e . I i i i I �� ! I I I I i I i i i II 4 e I I I ____ __ �66/ I I I I � E.� 4� �� RCP '--- I I , I I I I � � � ; � � � � � � � � �� '' I " '" I ��' ' ', ! I' I'' !' I �I I i l I I I � I I i I li iil I i l II �I II i i �I !ii ii I I I I i . SEE SHEET 40 FOR -Yl- PLAN VIEW 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 „ � ,! !II ; I I i i l i i i I I I I I I I I I I I � i i � I i l i l i i I I � ! � � � ■ � � I - --_ -- --- ---- _---- ------ - -- - --__ _ _ E. WI LLIAIVIS ST. __ _ _ _ _-- - �� '� � �� �� � �' �� �� _�'� I� ��� � � � �� __ __ _ _-_- _ --_ _- __ --- --- - I I I I : '_ _' � ,--_ __I ___ _ _I__ . _ __ __,- _ � --- I i i i i i i i i i i i i i � � i � � � � � i i i i � � � � � _ __ _ _ _ I I I� � II- i I I_ I i � i_ ___ _ - _ � i - I I I I_ I _�I _ _ - _ _ _ __ - ___ _ _ .I � �I i I I I . . I �I I _I �I I _ _ _I I I 'I I I -- _— _ —_ __ I I_I . I -__ -_- I I I 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 li_I�--_I ! ! ! ___ I_I� -I_�I_-I ! I ,-�___;-I_� -I_�_-_, I ! I_._I ! ! ! _� . ---- _ -__ . - - - - ---- _ - �-�- - — J_ I_L _. I�_ I_ . �_L _ I-1_�_ J_ I_I __ --- --- - - I i i i i i i i i i i i _ i_,_� _L I I i_I II-. , il_ I I_ II_I,_ � �li _i I_ _� _ -_ - _ _ - _ I I I �_ i_�_ � , i- __ _L _�i i_ � i_�_ _ _ _ _ . - , _ ,I � �I �I � � �� __- __-II _ ' '� '___ __'_ ' _'� I� _ _ '� I - _. _ _ BEGI CU V - lTC lRT � : , �, ._ ._ : � ',_ '; _ , '� � : _ _� ; '� � --_ I _ _ � � Pl S A 4/ 00 � E C. V lTClyl lR � __ �, � � , � � ; , Pl TA #2f5 � � � � � -. - � � � � � � � � • � � � � � � _ � _, __ �� _ _ _-_ � _�� _ _ _ �_ _-�_— -- -_ __ ___ _ ---- _--- -- - � _ _ --- -- -- __ -- - __- _ __ _ _--- _ — -- -- - -- __ _ -- I - -- ---- _�_, __ __ _ � � -- -- - - -- -- - , _ _ _ _ � � � � � � _ _ _ _ - -- �_ -- -- . __ _ � _. __ ---- � __ _- ._ _- . __ _ _--- - -- __ _ __ __ _ -- � � � � �- _ _ : I I --- ---- — — —�----- �--- — — -- — — _ __ _ _- � -- - � � — e — -�-- �, -�- —� __ __ � __ _ __ � __ � � � — � � � -- �-- -- —_ __ _-- — -- — �--_ _._�__ — _._�_ �---: _ _�__ _ _ _ _ ---- _ --- _ _ _ --- — -- _ — - --: _ - — -- ---- _ 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- -- I _ I _ -_ _L i I i �I I I _ I_� -_ I-� �_ �-�_ IJ I- -L _�� _ — � �-L _ _ _ , _ . - , _ � �-�--_' '_ -' -_ ' - i_i -- - _._�-_ -- -__i_ i i--_: i _._i -�-- __ _ __ -_ _ ---- _ --- __ _ _ _ -- i_ - _ _ _ i_ _ _ - -- ---- _ i i i i -_� -_ _�_ _,-- _. -- � l_-_- _- �--_,�I _ - � - -- - -_ - — -- -- - -- - - -- _ - � - _— _ -- - - � i � i I i i i -I i -' i i i .._ ._ I I __ ._ _i i -- . . -I_- I_-- _ _- I I - I I - -I- I-I _ --- - _ _ --- -- - _ I I I-_SI i� _ I I II� -_ I '_ L I I I I-_. -- - __ -- --. _ - :--. -_ _ . _ � I_ I II- I_L _ I I I_ I_ I I_ _ I I_ II II I I __ -- __ I- - ! ' ! I '�� I iii I ' ' ' '' ' I I I I I I I I I I � � i i � i � i � i � i � i i � _ - _.__,_ _ . ___ _ _; _ __ _ --- ___ _ ___ ---_ _ ____ -- - __ -- _ --- _ ____ __ _ - --- ---- - �_ I--' I-- - I i I I i - i � — ii -- — i -- �� - - - - i . � I_ �_ i - - II - i � . �_I . I_ I_' --- li __ _ I �i _ __ __ . _. __ _ - __ S I j � � I � � I � I I I � I � I i i ; i „ i � �1 ',I_ _I __ ___I , - , ,,I_ _ .+� I I I I� II II I i I I I I ! !! �_� _ i I — I ! I I I I I! i' I �� I I � I ! �—� �L SEE SHEET 6 FOR -Yl - PLAN V lEW ' 36+00 37+00 38+00 39+00 40+00 41 +00 42 +00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 � � � i i i i i i i � � � PROJECT REFERENCE NO. SHEET NO. , LOC H N E R a� -- - --- — ---- --- . _ __ R-2�2� �29 � , , , � — - — --- -� _� �_I i I I i I _I_- I i i I i i i� i I �- 1 I — — I�_ I _ �_I � I-I_I � _ -- - _. __ --- - _ _ --- -- - _� I _ I I I . -_ I I I . I_ I I I I I . , I I I I H. W. LOCHNER, INC. ROADWAY DESIGN HYDRAULICS �_�_ . �� _ � � _. , -Y12- . � � � , �, , � � � � � -I� _i i i _ __ _ _ _ ___ _ _ __ _ , _ - II_ II_ II I� i i i i � I I I I I_ I I I I I I I � I � I I� 2g40 PLAZA PLACE SUITE 202 ENGINEER ENGINEER _ _ _� RALEIGH, NC 27612 � i i LAKE WHEELER RD i � � i � i c919) 571-7111 N� License ._,I _ _I _ _ _I _ _ _ __ -- — _ -- _ _-- Number F-0159 �������s�s��s ����� --- -- � �, SUNGATE DESIGN GROUP, P.A. � �—I � �—� �--� i �—�— �—�—�--� � —�— � ��— ��� � � --�- � � ' ' ! � � I I I � � I � I IID� N�T U�E F��IlB Id% �V ��C�tid�II'b°d�N � �-- _� ' — . __ _. _ —_ _ _ �V��4�I/ � RALEI�GH, NOR H CAROL NA 27606 ��4.���i`�11���1 �� �L �����I l.Y � �� � TEL (919) 859-2243 NC FIRM LICENSE NO. C-890 ID�p N�T �T�E F�ff3 ��NS'JCIEBUC'1'][�N I I I I I I -I_�_. -_ I�_ i -��_ I-, _I-�_. , _ l _: I-. _ __ _ _ . _ - _ _ __ _ - __ - _ _ _-. __ _ _ _ __ I� `r I I I_ . I �I_ il _ _i -I �I � I I_ -�� _ - _ _ - - - - -- ---. - - - - -1 I_ � � _I �_ _i � � _! �_ � _ _ �_ - - - _ _ - - - -- - -- -- -- -- - - - - -- i - - - — --- I _ . . _ _ I . _ I li __ _ I _ -- _ _. _ I i i __ � i ._ _I I i I I I i I i _I I I I . . � I - i_ � _� -_ i i � � � � � � � DOCUMENT NOT CONSIDERED FINAL i i i i UNLESS ALL SIGNATURES COMPLETED , ; ; PIPE HYDRAULIC DATA I I I I I I I I I I I I I �i 30� RCP-/� Sta. 18+30 I � � � � � DRAINAGE AREA = 6.9 AC I I I DESIGN FREQUENCY = 25 YR j j j I I PIPE HYDRAULIC DATA ' ' � DESIGN DISCHARGE = 20 cFs � � I ! � 36" RCP-� Sta. 11+35 � � �� li� DESIGN MN ELEVATION = 393.2 FT � DRAINAGE AREA = 12.7 AC I l00 YEAR DISCHARGE = 25 CFS DESIGN FREQUENCY = 25 YR l00 YEAR HW ELEVATION = 393.6 Fr I I OVERTOPPING FREQUENCY= 100+/= YR � DESIGN DISCHARGE = 45 CFS i DESIGN l�l ELEVATION = 384.4 FT OVERTOPPING DISCHARGE = 26 CFS ; ; � � � � � OVERTOPPING ELEVATION = 393.7 FT � � I � � �, l00 YEAR DISCHARGE = 50 CFS � i � � � �� I � ioo YEAR HVV Ec�VArioN = 384.s � , , E,D S. C(l7r D H(L7�J OVERTOPPING FREQUENCY= 100+ YR i i i i i i- i � I � I � I I � � � � �_ � � � � � OVERTOPPING DISCHARGE = 55 CFS I ! Pl =l f02 00 i El �- 3.0/ I I _ I I I � oVERroPPiNc Ec�vArioN = 385✓ �r � � El = 386. 2 EGl SP. CUT I DITC �LT� -- L _— � - - _- , '� ' '� '� '� B Gl �ASE DITG�HILT I E BA E D CHIILT) _ ' l= 9/.3 � -- -- � � 7�� � I = f � Pl 13+8 .60 � Pl = +27a00 _ _ _ _ - � - - - - ----- - � -� __2.9__5 _ % _,, ( +) - El = 38/.20 � • ; __ -- -- -- - -- I _ --- ---- ' I _T _- --e � - -- -- ---�- - ----- , +)1. 607° --- -------- -------- -- = f' • �, - - - _ � ----I - - --- - �-'- -----�------ ------ - ---- .- - - - - - - - - - - - - - - - - - - - - - - � � i Pl =1�+00. 0 i i i � -- -- I -- --- �---- � � � I — i , I I I I � -- � � � � � � � � i i i i i i � � '� ' � � � � � B Gl ASE I DlT H(R ; � � � � - . 8 � �i 'i �i �i I I I I� � I I, I II ! ! !, I, 6" RCIP V ! I ! I � I — I El - 3 0.02 , � I I � I I i I li iil I II II II �I I�I i i �I !ii ii I I � � SEE SHEET 35 FOR -Yl2 - PLAN V lEV y . 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 i!I ! � i l ! � i i I I� I li li I li l li I I li li i I I i i i i i i i i ----�_ _._ ,-,-- -- -- _�___ _- ,-----�_, � --I - _ -_-- --_ . _ - - - ---- _ -- -- — -- . -_ -_ -- ._ - --- ---- - i�i i i ii ii i � ii ii i� i� ��i i i i i� i i i� �i � i i I i i i i i i i i i i i i i i i I I I I I I I I I I � � � � � _ __ _ _ _ I I I� � II- i I I_ I i � i_ ___ _ - _ � i - I I I I_ I _�I _ _ - _ _ _ __ - ___ _ _ .I � �I i I I I . . I �I I _I �I I _ _ _I I I 'I I I -- _— _ —_ __ I I_I . I -__ -_- I I I 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 li_I�--_I ! ! ! ___ I_I� -I_�I_-I ! I ,-�___;-I_� -I_�_-_, I ! I_._I ! ! ! _� . ---- _ -__ . - - - - ---- _ - �-�- - — J_ I_L _. I�_ I_ . �_L _ I-1_�_ J_ I_I __ --- --- - - I i i i i i i i i i i i I I I- - L - - -L � i - _ i_�_� _L I I i I I . , il_ I I_ II I �II �li _I I_ _�I _ -_ - - - - - - - -- — - - - - i � I i � i i i i I i i i - . - , _ li_I_II li I --- --- li-- --I- _ I -i- . - - - _ __. - _ --- -- - _ . . _ I - -- - - --- . _ I I� I i_ I II� I I_ I _� i li li I II i II i � i i ' i i � i i i i _ -_ __ _ _ - -- __ __ _ I I I I I I I I I I I I I I I I I I I I I I I I I--__ I �- �_-_ .-_ I _ I __ I I _II _ _ I_ _: II __ -- -_ . _ _. _ _ ---- __ _--- -- - -- _ _ --- -- -- . _ -- - _. - . __ _ _--- — -- -- - -- . _ _ -- i i � � � � � _ _ -- - -- _. - - - -- . _ _ - - _-- — -- - - I I i i i I I I I I I I '--_ _ _�__ - _._i_ �---: _, _i__ __ _ __ __ ---- _ ---- __ _ _ ---- - -- _ — - ._- . _ --- -- - - -- ---- _ i � I 1_ , I -_ _I- i_ , I I i_ _. � I I_ ,-i_ I_-- -. I _ i I i i i , I i ._ I I I i i I i, --- _ _ _ _ --- -- - � I I I . __ I I I I I I -- _ _� I I I --- _ II- - - - - - - - - -- - — — — — _, I- -- I _ I _ -_ _L i I i �I I I _ I_� -_ I-� �_ �-�_ IJ I- -L _�I — � �-L - - - . - , _ � �-�--_' '_ -' -_ ' - i_i -- - _._�-_ -- -__i_ i i--_: i _._i -�-- __ _ __ -_ _ ---- _ --- __ _ _ _ -- i_ - _ _ _ i_ _ _ - -- ---- _ i i i i -_� -_ _�_ _,-- _. -- � l_-_- _- �--_,�I _ - � - -- - -_ - — -- -- - -- - - -- _ - � - _— _ -- - - � i � i I i i i -I i -' i i i .._ ._ I I __ ._ _i i -- . . -I_- I_-- _ _- I I - I I - -I- I-I _ --- - _ _ --- -- - _ I I I-_SI i� _ I I II� -_ I '_ L I I I I-_. -- - __ -- --. _ - :--. -_ _ . _ � I_ I II- I_L _ I I I_ I_ I I_ _ I I_ II II I I __ -- __ I- - ! ' ! I '�� I iii I ' ' ' '' ' I I I I I I I I I I � � i i � i � i � i � i � i i � _ - _.__,_ _ . ___ _ _; _ __ _ --- ___ _ ___ ---_ _ ____ -- — __ -- _ --- _ ____ __ _ - --- ---- - �_ I--' I-- - I i I I i - i � — ii -- — i -- �� - - - - i . � I_ �_ i - - II - i � . �_I . I_ I_' --- li __ _ I �i _ __ __ . _. __ _ - __ S I , � � I � � I � I I I � I � I i i � ; i „ i � �1 ',I_ _I __ ___I , - , ,,I_ _ .+� I I I I� II II I i I I I I ! !! �_� _ i I — I ! I I I I I! i' I �� I I � I ! �—� L J C J C �� � � � � SITE 1 P SITE 2 ,�O JQ,�� SITE 3 Q,�' SITE - pJ SITE �CJ SITE ����� �� ����� �������� �������� �� ���5����� WAI�E � JOHI�ST�111 CO U1�TY END PROJECT R-2721 BEGIN PROJECT R-2828 - SITE 7 � SITE 8 �" � SITE 9 � a 0 � � L' Z O � m z LL SITE 1 SITE 12 SITE 13 SITE 1 o � z= gu o� x � x U LOCATI0IV: COMPLETE 540 - FROM .EAST OF HWY 401 TO EAST OF I-40 TYPE OF WORK GRADI11lG, DRAINAGE, PAVIIVG, AND STRUCTURES WETLAND AND SURFACE WATER IMPACTS PERMIT � Q N SITE 19 —S� SITE 28 �ITE 231—' �� � SITE 2 SITE 24 SITE 39 v 2 � w J � � � ITE 4 PERMIT DRAWING SHEET 1 OF 105 �o T° ��4 �ON -L- STA. 955 + 00.00 END AROJECT R-2828 BEGIN PROJECT R-2829 INCOMPLETE II�LANS DO NOT U56 POR R/W ACUUISITION �oCUMENT NOT CONSIUERE� FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Offlces of: HYDRAULICS EIYGINEER L O�C H N E R v� ��: �° 50 25 0 5o ioo ADT 2016 = 28,400 qaq�=„^,,, P;>,,, E�°� �ECOLOGICAL ���p ENGINEERWG �� H c ADT 2040 = 53,400 ��'��F°"° � o LENGTH ROADWAY STATE TIP PROJECT R-2828= 8.617 Miles 2012 ST9NDARD SPECIFICATTONS 0.e� �`��� PLANS DHV = 12 /o TOTAL LENGTH STATE TIP PROJECT R-2828= 8.617 Miles P.E. � � 15 7.5 0 15 30 D=_65% RIGHT OF WAY DATE: BRIAN K. EASON, PE SfGNATURE: s . � T = � � % * PROJECT &NGINEER ROADWAY DESIGN �A 0. ENGINEER PROFILE (HORIZONTAL) V = 75 MPH �°�p ���� 15 7.5 0 15 30 * TTST 7% DUAL 4% LETTING DATE: �� pa���� — PROJ6CT DESIGN ENGfNEER FUNC. CLASS.=INTERSTATE PROFILE (VERTICAL) pE SlGNATl7R&: � ., \ � -�, � � _ ��-� I - � T N � �1� -� � � r � .� PROIECT REFERENCE NO. SHEEf NO S } � � �� — _ _-_ -' I � ' � � 50' 0' 100' � ��`� ��,�: � _ �� � - � �n ��� �` PERMIT DRAWING R-zaz8 � �, ��, - - � - � - - y� �, � � ,� „ _ _ _ � , - , ��� . �,�,}� ' � , . . SCALE ' �� HEET 2A F 1 �, _�. >> � - �� ; � S 5 O 05 _ , -�. , _ �" . 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SHEEf NO � � � A-- � . 50' 0' 100' � � ,� �_ �, PERMIT DRAWING R-2828 � , , , �o �,� < , � ��_ _ �, , `.� ��� , � � ��-- _. `� ` � ��� �� �, � � � SHEET 102A OF 105 � =,o�.v� � . ?g --- � ��-�.. �'? , �\ \ ��'- .1 SCALE �� , �P ECOLOGICAL � . �'�, ' � DENOTES IMPACTS IN - ENC INEL'RIN �_ ' -\ �� � SURFACE WATER _. 1n1 � � , '��� � I � ' DOCUMENT NOT CONSIDERED FINAL �_ � \�,y V � � ' � ���-�� ��- � �' � ��� _ UNLESS ALL SIGNATURES COMPLETED ' �� . . A ��. � � .. _ �i i. 1 J � - _ _ , _ � _ � "�,� , � � � � .` , �, � , 8� � � , � � � � �. � � . ` '' � B ' � ' ' ', _ � 2 _ _ � � ' , - �t� J I ��_ ` _ , �� �� ��' �• � , � � � ���t��� �.\ U --- _ -� . - \ � : _ , , � ` - _ _ _ — � _ _� � . '� , - � � '� -- --� ,r , i �. - � � , - - � '� - _ , � - � � -� BZ 2 , -'-_ . ��I � i -' ,� �- - f`�' _ � , , ` ,. N � \ - -- ; , � - , �J s, - A _ � � ,, , � �� �� � , � cY- . 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A � m[c � � i WETLAND AND SURACE WATER IMPACTS SUMMARY Permanent Hand Permanent Permanent Permanent Existing Existing Permanent Fil In Temp. Excavation Mechanized Clearing SW SW SW Temp. Channel Channel Natural Site Station Structure Fillln Isolated Fillln in Clearing in impacts impacts impacts SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands (Pond) (Isolated Pond) (Stream) impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 503+50 -L- ROADWAY FILL 0.11 2 506+00 -L- 2@6'x5' RCBC 0.09 576 3 506+00-L-/508+00-L- ROADWAY FILL 0.53 0.19 107 4 508+50-L-/512+00-L- ROADWAY FILL 0.05 1.36 0.02 218 5 511+00-L-/520+00-L- ROADWAY FILL O.S7 0.04 431 6 515+00-L- ROADWAY FILL < 0.01 28 7 530+00-L-/531+00-L- ROADWAY FILL 0.11 8 545+00-L-/549+00-L- 2@5'X5' RCBC 0.22 0.06 493 9 557+00-L-/560+00-L- 3@8'X5' RCBC 0.09 0.10 430 10 575+00-L-/579+00-L- ROADWAY FILL 0.04 0.31 11 596+00-L-/623+00-L- 2@7'X5' RCBC 1.80 1.04 0.13 377 12 16+00 -Y18A- ROADWAY FILL 0.01 168 13 615+50-L-/620+00-L- ROADWAY FILL 1.14 14 5+00-Y18A-/17+50-Y18 ROADWAY FILL 0.55 < 0.01 55 15 653+50-L-/671+00-L- ROADWAY FILL 2.41 16 689+00-L-/709+00-L- ROADWAY FILL 3.78 1.92 0.16 1252 17 706+00-L-/714+00-L- 2@7'X5' RCBC 2.79 0.04 330 18 711+00-L-/713+00-L- ROADWAY FILL 0.02 183 19 725+50-L-/737+00-L- ROADWAY FILL 0.21 0.14 761 20 737+00-L-/738+00-L- 2@9'X7' RCBC 0.41 0.10 451 21 758+50-L-/760+00-L- ROADWAY FILL 0.42 22 767+00-L-/769+00-L- ROADWAY FILL 0.02 23 782+00-L-/787+00-L- 2@8'X6' RCBC 0.70 0.10 442 24 785+50-L-/787+00-L- ROADWAY FILL 0.02 0.04 470 25 804+00-L-/861+50-L- 2@6'X5' RCBC, BRIDGE 0.62 0.26 2250 26 811+50-L-/814+00-L- ROADWAY FILL 0.08 < 0.01 99 27 813+00-L-/813+50-L- ROADWAY FILL < 0.01 79 TOTALS* THIS SHEET: 15.51 0.11 5.99 1.51 9200 TOTALS* ENTIRE R-2828: 19.30 0.30 0 0 0 0 5.99 0.02 3.62 0.00 20086 0 0 *Rounded totals are sum of actual impacts NOTES: � WETLAND AND SURACE WATER IMPACTS SUMMARY Permanent an Permanent Permanent Permanent Existing Existing Permanent Fill In Temp. Excavation Mechanized Clearing SW SW SW Temp. Channel Channel Natural Site Station Structure Fillln Isolated Fillln in Clearing in impacts impacts impacts SW Impacts Impacts Stream No. (From/To) Size! Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands (Pond) (Isolated Pond) (Stream) impacts Permanent Temp. Design ac ac ac ac ac ac ac ac ac ac ft ft ft 28 857+50-L-/859+50-L- ROADWAY FILL 0.12 29 868+50-L-/869+00-L- BRIDGE < 0.01 30 875+00-L-/877+00-L- 2 6'X5' RCBC 0.61 0.06 442 31 889+00-L-/891+00-L- ROADWAY FILL 0.28 < 0.01 26 32 894+00-L-/896+00-L- ROADWAY FILL 0.15 656 33 900+00-L-/907+00-L- ROADWAY FILL 0.20 1092 34 910+00-L-/917+00-L- 3 9'X5' RCBC 2.33 0.27 777 35 915+00-L-/918+00-L- ROADWAY FILL 0.09 0.19 1051 36 55+00-Y21-/59+00-Y21- ROADWAY FILL 0.02 37 54+00-Y21- ROADWAYFILL <0.01 38 45+00-Y21-/46+00-Y21 ROADWAY FILL < 0.01 65 39 38+50-Y21-/41+00-Y21- ROADWAY FILL 0.09 40 47+00-Y22RPCD-/49+00-Y22RPCD- ROADWAY FILL 0.04 0.31 919 41 29+00-Y22RPCD-/31+00-Y22RPCD- ROADWAY FILL 0.13 1129 42 82+00-Y22RPCD-/87+50-Y22RPCD- BRIDGE 0.09 43 +00-Y22RPDFLY-/21+00-Y22RPDFL ROADWAY FILL 0.04 350 44 15+00-Y22LPA-/29+00-Y22RPB- ROADWAY FILL 0.06 0.33 1469 45 37+00-Y22RPB-/37+00-Y22RPB- ROADWAY FILL 0.01 209 46 38+00-Y22RPB-/48+00-Y22RP6- ROADWAY FILL 0.11 792 47 40+50-Y22RP6-/43+00-Y22RP6- ROADWAY FILL 0.13 < 0.01 139 48 379+00-Y22-/389+00-Y22- ROADWAY FILL < 0.01 0.13 868 49 381+50-Y22-/386+00-Y22- ROADWAY FILL < 0.01 0.10 456 50 386+00-Y22-/386+50-Y22- ROADWAY FILL < 0.01 < 0.01 61 51 396+00-Y22-/397+00-Y22- ROADWAY FILL 0.02 0.01 123 52 400+00-Y22- ROADWAY FILL 0.10 53 404+00-Y22-/406+00-Y22- ROADWAY FILL 0.04 183 54 415+50-Y22-/416+50-Y22- ROADWAY FILL 0.01 78 TOTALS* THIS SHEET: 3.79 0.19 < 0.01 0.02 2.11 10886 TOTAI ENTIRE R-2828: 19.30 0.30 0 0 0 0 5.99 0.02 3.62 0.00 20086 0 0 *Rounded totals are sum of actual impacts NOTES: 3itY4'i�FJ