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HomeMy WebLinkAbout20160212 Ver 1_Phase 1 Plans 22x34_20160302------------------------- � � � Oi � � � i � � � �, O O i � � O � N � � , o � � � � � � �� � i � � � � � � � � � 0 , � i C , o � � � � � �, � � ', � � � ' � � � � L �� � ', o � � i e� � U � g � , � � ' o � � � o � N i � , O � � � i � i p O li � i J i Q i � � � � � i � , o � N � � � � N � � �------------------------- See Sheet �-A For I ndex Of Sheets See Sheet 9-B For Conventlonol Sheet Symbols UTILITY AND GOVERNING AGENCIES CONTACT LIST: WATER COMPANY TOWN OF CARY WATER RESOURCES 316 N. ACADEMY STREET CARY, NC 27513 (919) 462-3830 TEL CONTACT: STEVE BROWN SANITARY SEWER COMPANY TOWN OF CARY WATER RESOURCES 316 N. ACADEMY STREET CARY, NC 27513 (919) 462-3830 TEL CONTACT: STEVE BROWN NATURAL GAS COMPANY PUBLIC SURVICE NATURAL GAS 2451 SCHIEFFELIN ROAD APEX, NC 7502 (919) 367-2720 TEL CONTACT: NAKIMA BOGAN FIRE CHIEF TOWN OF MORRISVILLE POICE DEPARTMENT 260-C TOWN HALL DRIVE P.O. BOX 166 MORRISVILLE, NC 27560 (919) 463-6121 TEL CONTACT: TODD WRIGHT EROSION CONTROL NCDENR DIVISION OF LAND RESOURCES 3800 BARETT DRIVE RALEIGH, NORTH CAROLINA 27609 (919) 791-4200 TEL CONTACT: JOE DUPREE ENGINEERING DEPARTMENT TOWN OF MORRISVILLE ENGINEERING DEPARTMENT 414 AVIATION PARKWAY MORRISVILLE, NC 27560 (919) 463-7071 TEL CONTACT: BLAKE MILLS TOWN: ENGINEER: POWER COMPANY PROGRESS ENERGY 9920 FAYETTEVILLE ROAD RALEIGH, NC 27603 (919) 557-2611 TEL CONTACT:BEN BETTS TELEPHONE COMPANY CENTURY LINK 206 W. CUMBERLAND ST DUNN, NC. 28334 (910) 980-2228 TEL CONTACT: GARY NORRIS CABLE TELEVISION COMPANY TIME WARNER CABLE 101 INNOVATION AVE, SUITE 100 MORRISVILLE, NC 27560 (919) 573-7061 TEL CONTACT: DALE RADFORD DEPARTMENT OF TRANSPORTATION NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION 5 DISTRICT 1 OFFICE 4009 DISTRICT DRIVE RALEIGH, NORTH CAROLINA 27607 (919) 733-7759 TEL CONTACT: REID ELMORE PLANNING DEPARTMENT TOWN OF MORRISVILLE PLANNING DEPARTMENT 260-B TOWN HALL DRIVE MORRISVILLE, NC 27560 (919) 463-6927 TEL CONTACT: BENJAMIN HOWELL POLICE DEPARTMENT TOWN OF MORRISVILLE POICE DEPARTMENT 260-C TOWN HALL DRIVE P.O. BOX 166 MORRISVILLE, NC 27560 (919) 463-1600 TEL CHIEF OF POLICE: IRA JONES SU RVEYOR: BY PAS S S R-312 7 MCCRIMMON PKV'VY MO RRI SVI LLE N O RTH CARO LI NA ' TYPE OF WORK: GRAD/NG, DRAINAGE, PAVING, SIGN/NG, SIGNALS, LANSCAP/NG, WATER, REUSE WATER, SEWER, AND PAVEMENT MARKINGS. LENGTH OF PROJECT: BEGIN CONSTRUCTION NC-54 (CHAPEL HILL RD) -Y2- Sta. 10 + 48. 72 T� SR-16�3 cDA��s �R� BEGIN PROJECT / BEGIN CONSTRUCTION SR-3127 (MCCRIMMON PKWY) -L- Sta. 10 +35, 00 SUE: SR-3127 (MCCRIMMON PKWY) : NC 54 (CHAPEL HILL RD): PERIMETER PARK DR: SR-3015 (AIRPORT BLVD): END CONSTRUCTION NC 54 (CHAPEL HILL RD) -Y2- Sta. 33 + 00. 00 GEOTECHNICAL: TOWN OF MORRISVILLE KIMLEY-HORN AND ASSOCIATES, INC. McKIM & CREED CH ENGINEERING, PLLC TERRACON ENGINEERING DEPARTMENT 3001 WESTON PARKWAY 200 MACKENAN COURT 3220 GLEN ROYAL ROAD 2401 BRENTWOOD ROAD, SUITE 107 414 AVIATION PARKWAY CARY, NORTH CAROLINA 27513 CARY, NC 27511 RALEIGH, NC 27617 RALEIGH, NC 27604 MORRISVILLE, NC 27560 (919) 678-4194 TEL (919) 233-8091 TEL (919) 256-5462 TEL (919) 436-2950 TEL (919) 463-7071 TEL (919) 677-2155 FAX CONTACT: BLAKE MILLS CONTACT: MATT WEST, P.E., AVS CONTACT: TIM VAN GELDER, PLS CONTACT: MAHA A. CHAMBLISS, P.E. CONTACT: R. LEVI DENTON, P.E. APPROX. 0. 82 MI LES OF WI DENI NG AND PA VEMENT RECLAMA TION APPROX. 0.44 MILES OF WIDEN/NG APPROX. 0.06 MILES OF RESTRIP/NG APPROX. 0.08 MILES OF RESTRIP/NG PREPARED IN THE OFFICE OF: ■ � P.O. BOX 33068, RALEIGH, NC 27636-2050 PHONE: (919) 677-2000 FAX: (919) 678-4181 NC License #F-0102 PROJECT GRAPHIC SCALES .� � � .� :� 11111\I .. 40 20 0 40 80 PROFILE (HORIZONTAL) 8 4 0 8 16 PROFILE (VERTICAL) END PROJECT END CONSTRUCTION SR-3015 (AIRPORT BLVD) -L- Sta. 53 + 07. 84 END CONSTRUCTION SR-3015 (A/RPORT BLVD) -Y4- Sta. 27+50.00 END CONSTRUCTION PERIMETER PARK DR -Y3- Sta. 21 + 75, 00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABL/SHED BY METHOD ll. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF MORR/SVILLE. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. DA1�E FII_� NUMB��-� SHE��i NUMB�I� TOTAL SHEETS 01-25-2016 1 X COPYRIG'�? � 2014 PLANS PREPARED BY: Kimley>>> Horn PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (919) 677-2000 GAXe (919) 677-2050 NC LICENSE "F-0102 C�20�9 tELI�1-II�TAR�Y PLA: DO NOT U9E POR GON9TRUCTION cc O W oc a 0 a Z � a � a Z Z O � �` � � � � U �1 = � � a �- o U ry � � M O N a � W _ H W � � � � KHA PROJECT: 012108004 DAT Ee 01-25-2016 R/ W PLANS Z O = W � � G C Z W � = � ► � O � 0 �s O INDEX OF SHEETS SHEET NU�IBER / �-A /-B 2 THRU 2-E 0�llTTED 0�llTTED OMITTED 0�llTTED 0�lTTED 4-�� T�P-1 THRU T�P-6 0�llTTED 0�lTTED LO T HRU L/0 0�llTTED UTL -1 THRU UTL -8 ��-1 THRU ��-2 R��-1 THRU R�l�-2 SS-/ �D/ THRU �1D4 UBO-1 THRU UBO-7 nESCR/PT/ON TITLE SHEET INDEX OF SHEETS. GE ERAL NOTE . AI�ID L/ST OF ST,41�1DARDS f ORT IONS 0�1T T EDI COl�ll/ENTIONAL SY�IBOLS TYPICAL SECTIONS. PA�E�IENT SCHEDULE. AI�ID DETAILS �ISCELLAI yEOUS DESIGN DETAILS INTERSECTION DETAILS SU�I�IARY OF ESTI�ATED C?UAI�IT/T/ES DRAII yAGE SUM�ARY SHEET S SU�1�IARY SHEET S PLAI�I/PROF/LE SHEETS TRAFF/C ��4I�IAGE�ENT PLAI�IS PA►/E�IENT �ARKING SHEETS EROSION CONTROL SHEETS 25 "/. LAI�IDSCAPE SHEET S SIGNING SHEETS EXISTING UTILITY SHEETS �ATER MAIN PLAI�I/PROF/LE REUSE �ATER �AIN PLAI�I/PROF/LE SAI�IITARY SEy�ER CROSSINGS y�ATER DETAILS UT/L/T/ES BY OTHERS X-1 CROSS SECTION SU�i�IARY SHEET X-2 THRU X-39 CROSS SECTIONS c � � t � � i � 0 0 � 0 N O I N � � � � i � � N N � � C � � i C O � i N � � � � i O � � L � � C O � � e� U U � � O O � O N O � � � � � 0 � I J Q � � � O N \ � N \ Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• SL' ----- ----- tate ine County Line ---- Township Line --- City Line -- Reservation Line - - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X— O EIP � a EcM �23 —x--x— Proposed Woven Wire Fence j Proposed Chain Link Fence Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -��B - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site -' ; Potential Soil Contamination: Area or Site � BUILDINGS AND OTHER CULTURE: �'LB EAB EPB :• � Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine '� Foundation � Area Outline Cemetery 1� Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 F I ow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump � 0 N \ � N \ RAILROADS: Standard Gauge RR Signal Milepost $WifCh RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement Proposed Permanent Easement with Iron Pin and Cap Marker RDADS A1 �D RELATED FEATURES Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Proposed Curb Ramp Curb Cut Future Ramp Existing Metal Guardrail Proposed Guardrail Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal I�EGETATION.• Single Tree Single Shrub Hedge Woods Line �������� CSX TR,4A�SPORTATION O MILEPOST 35 � swircy �--- T .--�- .--r. 0 W 0 ��✓ i� 0 � ��r/ iC� —��+- E —E— TDE PDE DUE PUE TUE AUE 0 ---C--- F CR CCFR n n n n n n n � � � � � � � �u�������� Orchard Vi neya rd EXISTING STRUCTURES: MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � €� � � Vineyard CONC � coNc �VV� � • • O �1 n �� P — — — —P— — — — Existing Telephone Pole � Proposed Telephone Pole � Telephone Manhole O Telephone Booth ❑� Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) - - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*) - - - - -T�- - - - Recorded U/G Fiber Optics Cable T F° Designated U/G Fiber Optics Cable (S.U.E.*)- ----T Fo- -- WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line Designated U/G Water Line (S.U.E.*) Above Ground Water Line ----�--- A/G �yater TV: TV Satellite Dish C� TV Pedestal �❑ TV Tower � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - Recorded U/G Fiber Optic Cable TV FO Designated U/G Fiber Optic Cable (S.U.E.*) - - - - -T� Fo- - - GAS: Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information ♦ ��� ----�-- A/G Gos ;: 0 A/G Sanitary SeWer F55 — — — —F55— — — • 0 0 ❑s — 7UTL — 0 UST 0 � m AATU R E.O.I. ----------------------- �i C � � � � Q � � ', o 0 � � � o � N ' o � I � I � I � i � i N � � � c � � � � �, o � � � ; � �, ', � � � ' � � � � L '� � ', o � � i � � U � � � � I o 0 � � ' N ', o i � i o ', � �� � � � � � ', � , � N � � N � � '------------------------- EXISTI NG GROUND EXISTING GROUND 3;� 3'1 3:� � 3'1 VARIABLE WIDTH R /W VAR 4' 4' 11' 3'� � -L- SR-3127 MCCRIMMON PKWY � � VAR 0' ' � 4' � ' VAR FDPS � 0' - 11' Q 0' - 11' � Z VAR � � v R4 • � C2 MATCH C1 � C1 � MATCH `08 ,EXIST � EXIST, 0 --------------�------------------ T D1 � E2 U U VARIABLE WIDTH R /W 11' _ i _ VAR OO TYPICAL SECTION NO. 1 -L- Sta. 10 + 35. 00 TO 18 + 74. 84 -L- Sta. 18 + 84, 84 TO 19 + 05. 00 VAR a o' - » � Z VAR _ � � MATCH EXIST �-------_. 4' FDI 0.02, _4'_�_ VAR OO TYPICAL SECTION NO. 1A (RT) -L- Sta. 15 + 55. 00 TO 16 + 75. 00 VARIABLE WIDTH R /W 4' 5' 11' 4' FDPS 3 �� 4' F FDI EXISTING 3.� GROUND i_4'_i_ VAR 3•� �-L - SR-312 7 MCCRI MMON PKW Y � � »' � � MATCH RR C1 � Cl CROSSING � --------�---------------- D1 � Ll U TYPICAL SECTION NO. 2 -L- Sta. 18 + 74. 84 TO 18 + 84. 84 VARIABLE WIDTH R /W »' MATCH RR CROSSING 5' FDPS AI O 3•� 3 :1 EXISTING 3.� GROUND 3 .� EXISTING 3.� GROUND C� C2 C3 r�� D2 E/ E2 E3 J/ �2 R/ R2 R3 R4 S T U V/ V2 rl TYPICAL SECTION NOTES: 1. SEE PLAN SHEETS FOR SPECIFIC MED/AN ISLAND LOCATIONS AND TYPES 2. SEE PART/AL SECTIONS FOR EXCEPTIONS TO STATION L/M/TS 3. USE WEDGING AS NECESSARY. SEE DETAI L X SHEET XX 4. SEE PLAN SHEETS FOR LANE TAPER LOCAT/ONS 5. PAVEMENT EDGE SLOPES ARE 1;1 UNLESS OTHERWISE NOTED 6. SEE CROSS SECTIONS AND PROFI LES FOR SPEC/AL DI TCH GRADES PAVEMENT SCHEDULE PROP APPROX. l.5" ASPHALT CO�CRETE SURFACE COURSE, TYPE S9.5C, AT A�l AVERAGE RAT E OF l6 LBS. PER SQ. YD. PROP APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE 9.5C AT AI� AVERA�E RAT E OF l68 LBS. PER SQ. YD. lN EACH OF T�0 L�YERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RAT E OF ll2 LBS. PER SQ. YD. PER l" DEPT H T 0 BE PLACED lN LAYERS NOT TO EXCEED 2" lN DEPTH OR LESS T HAN l.5" lN DEPT H. PROP. APPROX. 4" ASPHALT CONCRET E/NT ERMEDIAT E COURSE, TYPE ll9.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. V AR. DEPT H ASPHALT CONCRET E lNT ERtiIEDIAT E COURSE, T YPE ll9.00, AT AN AVERAGE RAT E OF ll4 LBS. PER SQ. YD. PER l" DEPT H T 0 BE PLACED lN LAYERS NOT T 0 EXCEED 4" lN DEPT H OR LESS T HAN 2.5" lN DEPT H. PROP APPROX. 6" ASPHALT CONCRET E BASE COURSE, T YPE B25.00, AT A�l AVERAGE RATE OF 342 LBS. PER SQ. YD. lN EACH OF TWO LAYERS PROP APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT A�l AVERAGE RATE OF 342 LBS. PER SQ. YD. lN EACH OF THREE LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AV ERAGE RAT E OF ll4 LBS. PER SQ. YD. PER l" DEPT H T 0 BE PLACED lN LAYERS NOT TO EXCEED 5.5" lN DEPTH OR LESS T HAN 3" lN DEPT H. PROP.5° AGGREGATE BASE COURSE. PROP. l0" AGGREGAT E BASE COURSE. l' -6" CONCRET E CURB AND GUT T ER. 2' -6" CONCRET E CURB AND GUT T ER. 8" X/8" CONCRET E CURB 5" MONOLITHIC CONCRETE ISLAND (KEYED lNJ PROPOSED 4" CONCRET E SIDEW ALK EART H MAT ER/AL. EXISTING PAVEti1ENT. M�LLING ASHPALT PAVEiUENT, l.5" DEPTH PAVEMENT RECLAMATION V ARIABLE DEPT H ASPHALT PAVEMENT �SEE ST ANDARD W EDGING DET AlL X, SHEET XXl PLANS PREPARED BY: Kimley>>> Horn PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 NC LICENSE "F-0102 �zo,q �ELI�1-II�TA: Do �or u�� rort, � � W � a ou,ic a Z � a � a Z Z 0 � �� - � � Q U �1 = � � a �o 1� ry � W M O � o� � a z 0 � W � � U 4i � � � KHA PROJECT: 012108004 DAT ED 01-25-2016 R/ W PLANS � z 0 = W � � c 0 z W J � � � � � 0 � 0 ----------------------- ', � � � � � Q � �� � � ', o 0 � � � o � � ', o � � N I � I � I � i � i N � � � c � i � i � i O � � , � � � �, '� � ' � � � � L '� � ', o � � i � � U � � � � I o 0 � � � o � N �, O i � � i p O i � � � �� � � - � � ', � , � N � � N � � '------------------------- 3:1 EXISTING GROUND ,� 3•_ EXISTING GROUND 1' 3:� 3•1 � 25'i2' 4: � R2 0.02_ 3� O S T �� VARIABLE WIDTH R /W VAR 4' 4' 11' FDPS 3'� � -L- SR-3127 MCCRIMMON PKWY � � VAR o' ' , 4' �' VAR � 0' - 11' VARIABLE WIDTH R /W 11' VAR 4� 4' VAR 0' - 11' FDPS � ! I R4 • C2 MATCH C1 � Cl MATCH � ,EXIST EXIST o-------- -----, T p� I GRADE / POINT U l EZ U POINT OF , . , ROTATION _ . _ TYPICAL SECTION NO. 3 -L- Sta. 19 + 05.00 TO 20 + 02.03 3•� � -L- SR-3127 (MCCRIMMON PKWY) � EXIST VAR 55' - 65' R/W � � 14' 12' 8. 75' ' 3. 2 5' 5. 5' 12' GRADE � � � 1 i POINT � SAW SAWCUT POINT OF � CUT MIN ROTATION � MIN I 2 C1 � C2 C2 Cl C2 ,0.02 _ ------ - I � 50' R /W 14' 2' 7.2 5' R2 ---------- --- ---------- -------�- � W � D1 D1 w E2 U Dl R3 R3 �� U E2 GRADE TO THIS LINE E2 E2 GRADE TO THIS LINE REMOVE EXISTING ASPHALT PAVEMENT TYPICAL SECTION NO. 4 -L- Sta. 20 + 54. 05 TO 23 + 69. 66 �� � T S ' � I 1' _0.02 3•� 3 �� �'I EXISTING GROUND 3 �� EXISTI NG �.� GROUND C� C2 C3 r�� TYPICAL SECTION NOTES: 1. SEE PLAN SHEETS FOR SPECIFIC MED/AN ISLAND LOCATIONS AND TYPES 2. SEE PART/AL SECTIONS FOR EXCEPTIONS TO STATION L/M/TS 3. USE WEDGING AS NECESSARY. SEE DETAI L X SHEET XX 4. SEE PLAN SHEETS FOR LANE TAPER LOCAT/ONS 5. PAVEMENT EDGE SLOPES ARE 1;1 UNLESS OTHERWISE NOTED 6. SEE CROSS SECTIONS AND PROFI LES FOR SPEC/AL DI TCH GRADES PAVEMENT SCHEDULE PROP APPROX. l.5" ASPHALT CO�CRETE SURFACE COURSE, TYPE S9.5C, AT A�l AVERAGE RAT E OF l6 LBS. PER SQ. YD. PROP APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE 9.5C AT AI� AVERA�E RAT E OF l68 LBS. PER SQ. YD. lN EACH OF T�0 L�YERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RAT E OF ll2 LBS. PER SQ. YD. PER l" DEPT H T 0 BE PLACED lN LAYERS NOT TO EXCEED 2" lN DEPTH OR LESS T HAN l.5" lN DEPT H. PROP. APPROX. 4" ASPHALT CONCRET E/NT ERMEDIAT E COURSE, TYPE ll9.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. V AR. DEPT H ASPHALT CONCRET E lNT ERtiIEDIAT E COURSE, T YPE ll9.00, AT AN AVERAGE RAT E OF ll4 LBS. PER SQ. YD. PER l" DEPT H T 0 D2 BE PLACED lN LAYERS NOT T 0 EXCEED 4" lN DEPT H OR LESS T HAN 2.5" lN DEPT H. E/ E2 E3 J/ �2 R/ R2 R3 R4 S T U V/ V2 rl PROP APPROX. 6" ASPHALT CONCRET E BASE COURSE, T YPE B25.00, AT A�l AVERAGE RATE OF 342 LBS. PER SQ. YD. lN EACH OF TWO LAYERS PROP APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT A�l AVERAGE RATE OF 342 LBS. PER SQ. YD. lN EACH OF THREE LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AV ERAGE RAT E OF ll4 LBS. PER SQ. YD. PER l" DEPT H T 0 BE PLACED lN LAYERS NOT TO EXCEED 5.5" lN DEPTH OR LESS T HAN 3" lN DEPT H. PROP.5° AGGREGATE BASE COURSE. PROP. l0" AGGREGAT E BASE COURSE. l' —6" CONCRET E CURB AND GUT T ER. 2' —6" CONCRET E CURB AND GUT T ER. 8" X/8" CONCRET E CURB 5" MONOLITHIC CONCRETE ISLAND (KEYED lNJ PROPOSED 4" CONCRET E SIDEW ALK EART H MAT ER/AL. EXISTING PAVEti1ENT. M�LLING ASHPALT PAVEiUENT, l.5" DEPTH PAVEMENT RECLAMATION V ARIABLE DEPT H ASPHALT PAVEMENT �SEE ST ANDARD W EDGING DET AlL X, SHEET XXl PLANS PREPARED BY: Kimley>>> Horn PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 NC LICENSE "F-0102 �zo,q �ELI�1-II�TA: Do �or u�� rort, � � W � a ou,ic a Z � a � a Z Z 0 � �' - � � Q U �1 = � � a �o 1� ry � W M O � o� � a z O � W � � U 4i � � � KHA PROJECT: 012108004 DAT ED 01-25-2016 R/ W PLANS �� z 0 = W � � c 0 z W J � � � � � 0 � O ——————————————————————— �� C � i � � p, i �� i I �� O O � � � O � N �, O � � � � � � �� � � � � � a� � � � � �, c a � � � � � � 0 � � � � � � � U, � o '� � � p � � � � � L '� � � c � � � � � � ,� � U i � i d' � O O � � � O � N �, O � � � i p O i � i � i Q i � i � �i � � � N � � N � � �————————————————————————— ——————————————————————— �� C � i � � p, i �� i I �� O O � � � O � N �, O � � � � � � �� � � � � � a� � � � � �, c a � � � � � � 0 � � � � � � � U, � o '� � � p � � � � � L '� � � c � � � � � � ,� � U i � i d' � O O � � � O � N �, O � � � i p O i � i � i Q i � i � �i � � � N � � N � � �————————————————————————— ——————————————————————— �� C � i � � p, i �� i I �� O O � � � O � N �, O � � � � � � �� � � � � � a� � � � � �, c a � � � � � � 0 � � � � � � � U, � o '� � � p � � � � � L '� � � c � � � � � � ,� � U i � i d' � O O � � � O � N �, O � � � i p O i � i � i Q i � i � �i � � � N � � N � � �————————————————————————— ——————————————————————— �I, � � � � � Q � �� � � ', o 0 � � � o � N �, O � � � � � � �� � � � � � a� � � � � �, c a � � � � � � 0 � � � � � � � U, � o '� � � p � � � � � L '� � � c � � � � � � ,� � U i � i d' � O O � � � O � N �, O � � � i p O i � i � i Q i � i � �i � � � N � � N � � �————————————————————————— . � • 4' z Q J � 9„ 9„ 3„ 9„ � Q � � 0.02 0.o °.o . �.o . o 0 o a� � o. � � � � � �_ o � °o� °o. � SEE T YPICAL SECT lON FOR PAVEMENT TYPE AND DEPlH 3' —3" GRADE POINT Oo02 TURN LANE DET AlL SHO�IING I�OUNT ABLE CONCRETE �ONOLITHIC lSL�4/�1D SURFACE COURSE - - - - - - - - - - - - ', c � � � � Q � �� � i ', o 0 � � � o � N �, O � � � � � � �� � � � � � a� � � � � �, c a � � � � � � 0 � � � � � � � U, � o '� � � p � � � � � L '� � � c � � � � � � ,� � U i � i d' � O O � � � O � N �, O � � � i p O i � i � i Q i � i � �i � � � N � � N � � �------------------------- DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill F � p 3'� ��et Slope Natural Ground �q'lter D F\a d Type of Liner= PSRM Min. D = 1.0 Ft. Max. d = 1.0 Ft. FROM STA. 11 + 00 TO STA. 14 + 50 -Y2- (LT) FROM STA. 27+20 TO STA. 29+50 -L- (LT) D ETAI L 2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Fill Slope .....,.... ..., Ft. FROM STA. 16 + 50 TO STA. 18 + 00 -Y2- (LT) FROM STA. 30 + 00 TO STA. 31 + 75 -Y2- (LT) FROM STA. 11 + 50 TO STA. 13 + 50 -L- (RT) FROM STA. 11 + 50 TO STA. 17 + 50 -L- (LT) FROM STA. 15 + 20 TO STA. 17 + 00 -L- (RT) FROM STA. 18 + 92 TO STA. 19 + 50 -L- (RT) FROM STA. 24 + 00 TO STA. 26 + 38 -L- (RT) FROM STA. 31 + 00 TO STA. 33 + 50 -L- (LT) DETAIL 13 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� rL•1 Ground d � Geotextile � B Min. D= 3.5 Ft. *When B is < 6.0' Type of Liner= Class I Ri Max. d = 2.5 Ft. B = 5.0 Ft. F ROM STA. 2 7+ 05 TO STA. 2 7+ 15 -L- (LT) DETAIL 14 PIPE OUTLET CHANNEL ( Not to Scale) Proposed Pipe Natural Natural Ground ?•J r�,•1 Ground Geotextile � Type of Liner= Class I Rip-Ra STA. 14 + 42 -L- (RT) STA. 28 + 40 -L- (RT) � .._ _.. .._ _.. .._ _.. .._ _.. .._ _.. .._ _.. .._ _.. .._ _.. .._ _.. .._ _.. .._ _.. .... .... � c � i � � i ' Q � � � � �� O � � O � � N � � , o � � � ', � i � � �, � � � � � � 0 I � � � �� � � � � � � � � '� � � � � � o �� � � � � � i 0 �� � � �i �� � '� � 0 � O i � � o � N , o � � � o �, � ', � I � � � � o � N � N � � � 386 378 3 70 362 354 346 338 330 39 i i � � �, � �" N/F � � �� SUMMIT CAPITAL CORPORATION , � � � � , N � , w � � ti -L - PC Sta 7+58.36 � , � , i i � i � , � � � � n � � � , � � , � , , � � � � i IPF i � �� � � � ` � ii - � - - - T F Q�- - - - - - - - - �___ , � -z�T-�---�y - -r -�o - . _ � - T - >�� ��Y�-� °�� i��r�� �- -_ �- - - - - >-'�-----�{ i i 1 � - - --� - - - - - _ __ �/� I � ' � � � � ___ i I � 1, I V � �I/ 2 N/F f'EGGY Mo MED�IN O isr , xisr � C m +19 29.96'&66' � n � � � � � � r---_------- i , � I � O I � r I I � O I , -L - PT Sto. 9+72.18 0 0 � C -L - P/ Sto.8+65.27 P/ Sto. l8+14.78 p= i l3' 30.4" �LT 1 �= 2° 30' l4.1" fRT 1 D= 0° 34� 22.6� D= r 08" 45.3° L = 2/3.82' L = 2/8.5/' T = 106.9/' T = 109.27' R = 10,000.00' R = 5,000.00' � �° BEGIN PROJECT BEG/N CONSTRUCTION -L- POT Sta. 10+35.00 +16 � 49.48' � - - - �� �PUE PUE +09.�2 �� - � 36' / K \ - � � 4' - -_ - � �� '�;� ; ��y_�- � - -- , , .... - _ > � � + 75 - � 30.13' /6' +35 C E� GR�EL 30.30' + 40 '' 30.02'&66' SPECIAL LATERAL 'v' DITCH SEE DETAIL 2/SHEE7 2F C +00 +5( 45' 38' REI�OVE - 15' - 375' LANE TAPER BEG/N PROJECT BEGIN CONSTRUCTION BEGIN MILLING FOR KEY-IN BEGIN OVERLAY , -L- Sta. 10 +35, 00 ELEV = 362.36' � I END MILL/NG FOR KEY-IN -L- Sta. 10 + 85. 00 ELEV = 362.79' , . . . � I _ � � � � _ _ . _ - - - - ________- __- __- � � � � � � � � � EXISTING GROUND I BEG/ SPEC/AL ' D/TCH GR E L� I _� _ STA //+50 � � i � ELEV = 36/.02' � � � � -BL - 4 ' ' � � � i -Yl - ST A l2 +79.48 /5.5/' LT BEG/ SPEC/AL i � ELEV = 36/.46' D/T CH GR � RT L STA ll 50 � � ' ELEV = 360.63' � . 8 9 10 11 > 3 N/F BEAZER EASTg INCe 47' I N�� QEAZER EAST� INCo -SPECIAL LATERAL '�/ ' DITCH SEE DETAIL 2/SHEET 2F -BL-4 -L- STA 12+79.48 (15.51 L � 0 SPECIAL LATERAL '�/ ' DITCH � SEE DETAIL 2/SHEET 2F +�9 � + 99 91' / ��STALL HEAD�ALL 85 +23 I DOT STD.8 8.01 480 0401 +02 UE 5, , 74' PU PUE PUE � - PUE �' _ - - _ � C C _ _ - � C < � � 42' RCP-ly , (BURIED 0.7 ) //' . �' ', � � �� Cfi - � � �-� i�` �`� � �-� , � ESTS2 ONSP RAP EST 7 SY GEO � � � +1 � 80' `° � / + CL pSS I RIP RAP ' BANKS ONLY EST 20T TI�LNIS4/SHEET 2F EST 39 SY GEO CLEAN OUTLET OF EXIST 18' PIPE ►:� .• , � 50+ 50 Q � 0'&50 � 44.73 +.98 88' 50 +13 88' � l00' BAy TAPER + H R£tq�N +42 � 93' l20' LEFT TURN LANE NOTES PLANS PREPARED BY: ,�'� 1. LEFT TURN DESIGNED �O TO ACCOMODATE PASSENGER Ki m I e CAR U-TURNS y>>> Horn �Q' � �� PO BOX 33D68 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 � GAXe (919) 677-2050 NC LICENSE "F-0102 �� C�20�9 + 83.11 ,o�� +�o 107' l00' BAY TAPER + 70 0 91' � P + UE l80' LANE iAPER j 15' RCP-ly � 15' RCP-ly � � + 80.98 - �6, � O O F- 'I, � i � 0 � � PUE PUE -L - PC Sto.17+05.5/ CLASS B' RIP RAP � -- � _ EST 7 S���EO < � 4' P, //' F 4' CONC ISLA^lD � � �� PUE � � + 78 + �� + 63 62' 65' pvE + 70 +45 94� 89' 74.2 �'9 50'&83' ESTS2 TpNSP RAP EST 7 SY GEO 4 N/F ADAMS CONCRETE PRODUCTS P/PE HYDRAULIC DAT A O�RCP lB RIED OJ'1 - 040� oa o �ppELED � 36' RCP DRAINAGE AREA = 19.2 AC DES/GN FREQUENCY = 50 YRS DES/GN D/SCHARGE = 42.0 CFS DES/GN l-� ELEVAT�ON = 358.64 FT l00 YEAR D/SCHARGE = 45.0 CFS l00 YEAR Hy� ELEVAT/ON = 358.8/ FT OVERTOPPING FREQUENCY = � l00 YRS OVERTOPPING DISCHARGE _ � 7/ CFS OVERTOPPING ELEVATION = 36/.07 FT OVERLAY GRADE il� �l gp� 040 � v� //' oao � I J i' P�. l3' R l5' R� - t W _ Z -- - C- - - Z UE PUE U 7g.2 V + 00 50' 61.77' E + 77.8 Q + 00 + 77.4 62 � � 75' 75' 425' RIGHT TURN LANE y�EDGE AS IyECESSARY TO ACHIEVE P� QSlTI�/E ORAINAGE Ay�AY FROM �IEDl,4l�l -L - STA l5 +55A0 TO 16+75.00 l85'LEFT TURN LANE SPECIAL LATERAL 'v' DITCH SEE DETAIL 2/SHEET 2F I 5 N/F ADAP✓IS CONCRETE PRODUCTS � END SPECIAL D/TCH GRADE RT -L - STA /7+00 ELEV = 362.33' - __1 . -►- . - _ - - - _ . . _ . (+�►.74/ --------------------- _---_- _ - --------- -------------_ _ _+ _ _ - �-1/.97'/. ------=- --._.__ .__._�-J/.9/% - - ��+12.�7� � � �-12,�j ' '"----••-.._.._.__ _ -• - E D SPEC/AL I�I i i i � i � i i 1 i �b � i I � � - - - �- � -- - - -- -- n/TCH GR E LT . N� � � PROP 42" RCP �� -L ST A/7+50 � o ELEV = 362.79 � ' IBURIED 0.7'1 * �ci ti �i � � cn � E D SPECIAL I W I Q I I I I I , � � DITCH GR E RT �� BEG/ SPEC/AL J�l - �� -L STA 13+50 D/TCH GR E RT - � � � I I I ELEV = 355.89' ;, � � -L - STA l5 +20 � ELEV = 35920' � � � 12 13 14 15 16 -L- SR-3127 (MCCRIMMON PKWY) 17 18 • .. 378 370 362 354 346 �'? • 330 �ELI�1-II�TA: Do �or u�� rort, � 0 W � a o�uc a z � a � a zz 0 � � - �� Q U �1 = � � a �o 1� ry � � M o �; a � W � W ► 0 a °z � � , a KHA PROJECT: 012108004 DAT ED 01-25-2016 R/ W PLANS 4 Z 0 = W � � G O Z � W J � = � � 0 � 0 ' -L - 7 NOTES PLANS PREPARED BY: ' SPECIAL LATERA '�' DITCH 1. LEFT TURN DESIGNED ', P/ Sto.l9f38.86 P/ Sto.23f06.46 N,F Esr 225 sY PSR�M ' E D CO CRETE /�,47- �_ 0' 56� 43.3" (LTI 0_�J�° 55� 09.J' (LTJ ATM OF NCg � �C ' +20 SEE DETAIL I/SHEET 2F TO ACCOMODATE PASSENGER . ,�� H rn , 0 OLITHIC lSL o cyL/NE _ �-���,59.2" � J�° 52' 35.4" REMOVE 8 LF OF �05 TAIyDARD BASE DITCH CAR U-TURNS Kimley 0 -- + Y2- = 7 L= 270.9� EXIST 54 RCP �QNKSAONSLYRIP RAP � � L Sto. l9 62A0 S�-q � L 29. � E S T 20 T ONS �Q� � _ o N � 20����� �SyE R= l4OO.O0� R= 975.00' � 0 OLI�HIC�SL D . CHT�U7K FE CE SEE DETAIL 3%�HEET 2F P�, �ox �3�,�;� , -L PT Sto.19+53.7/ o � � N N , ET 91 '8 BEGI 8'X/8' C&G 36 RCP III S- 1.35/. Q' hA����H, Nc 2�E36-3o6� i � p N N � -L- Sto.25f70A0 EST 25 CY DDE 150 �E �ANE �� �AXe �9i9> 6��-zoso , PHONE: �9�9� 67�-z000 'i -L- PIQL' � � � � � +99 ���. � RETAIN 30° TURN � Nc ucENSE �F-oioz I SfQ. �9"�ZY.�� � �1 a �� � 81.69� ��� 96' BRK VJALL�- � . O r 20�4 � Q � � c �� ouMPSTER �� BEGI SIDE ALK � RCP-III 24 � O Z� -L- Sta.23f50.64 RCP-III �' � c y � ��' rn T l lT Y E D 8'X/8' C&G BL Gl Sto. �5 +83.77 78's�9o, o �gqy T APE � Q.Q � C Q � ' � -L -$f0 ZO fZZ OZ = 6 N��, BEGI CO CRETE ISLAI�D BEGIN 2' -6' C&G o + + 55 + � � GlN COHCRETE � � Q c� ' ' PTM �IMI I EG �A�TNERSHIP v �o � 1� = 0� � I� REMovE -Y2- Sto.2/+75.63 -�- sfo.23+6 .66 -- o. + + , T� HEAD 7�_ E � lV -L- Sto.l8+9/AO o � � � v l E D 2'-6"C&G � ��ELI�1-II�TAft,Y ��A�T� o "�i = � o , � BEGI 2' -6' C&G -L - Sto.25 t + 29 ;57 P� �__ -pp - < 1- 0 5� 2 -L - Sto. 23+3656 � � D CO CRETE c, N 5o W �� �� �N���,«� � � �; � � , � \ SAy�CUT EXISTI G CONCRETE E D SIDE ALK �< W �° �'°� � � � 0 OL/THIC lSL � � PARKING LOT -L - Sta 25 +32A7 + 43 � . _ '� � E D CO CRETE -Y2- St .2/+17A0 � m TIE PROP TBJB TO , 0517 � 6 ti F 60 RCP-III � G DE�, D CO CRETE 7 _- -- �'' � 0 OLITHIC lSL D -' E X IS T 18' RC P 515 _ 0 TB �� �- � O T DRAIN � n E D 2'-6' C&G 0 OLITHIC lSL D o529 � f � O-L - Sto.18+69.00 f� . p� �_� c Z 0514 -L - Sta 25 f05.00 0516 TB O � p�, �� �� m o -L- Sto.22+9920 R DE O ' ��- -- _ C � �/ � � � +sb.o4 -L- PC Sto. 2/+70.13 . REMOVE �XIST DI ET � �e 05�9 8 SIDE a-K p SEAL ' �' 4 f, � � � � � � gg� 0513 COLLAR ND EXTEN -- , � �� � � "S � � 050 • 6 LF - 18' RCP-I R � 50' +� � + � e = � 15 rv � ' Q �� �Fj, +70 +35 +00 RCP- E 52.80' Q cR CB B 0520 � 12' � N ,I � % L 70' R / 60',R �--- -- � Q�7, +53 ��� E ��' E 58' r.i' 15' RCP-I 36' CP-III �' T Q � o � � EMovE 2ffi�L81�' � cR o -' '� � 60' RC I I I F- �, I /5��� � � � � N cR - �F EXIST 15e„ - - r � -- - �K 30' R 30 14 � 17.5' l/� � �o� � - -- - - - g� S►DE1N � ' � //' VE ,� /4' ; � 2'6'C&G 0510 CB . R p- 0511 �R � G 052 CB �4 12' " � � 50 �2 � _1 .1` � �v �� � cR � 6• C& ' ' _ I � �� //' J'�6'33• � ��2, c`�,,, �°� � � 0' R T� �JBy�/ 3 R � 12, 0501 , � �g C&� � RCP III 14, � ' � . � � o� � � � � �v � Z MN CWER � 0 14' +fl ' 4' CO C / . � 1 CB �� W � p� � ��, � E � ��, � � �� �� �� 050 RCP-III Dl ISL � 15 RCP-I S,X18• C G �g• � • 0509 r� Z � -- _ � �- ��o o � � � �' 'REI�OVE� 12� �s Dl + RCP-I �o RCP-I o5o CB J , - � ,. �' C � o°j �� o � 8'X/ o 050 ' CO C ISL � c� 12 � o 05o CB � �, �(�' U ' Q � o � �� � �2, 050 � � ; � � �, ' �'� �� � 60' R � `;�c� �� �� 8"X/8'CgrG - - - 12� Dl _ o � �v 12 � 52 `� 14 +75 93 �tc Q �,_ N W �' S0, 5 � � �, 425' R/�HT 7-UR - /4� `"c' 18 � N L,qNE � I' REMO R 0526 �,, �� 5� (MCCRIMMON 12 �� � � 14' ,- �_ �� �� i �85'�E�cT �5�� 052 60 R C � 14, � � � �w , T UR,y �ANE J� CB + 0 QO E �_- - � ' TB l �s,C� 52.5' y � +82.50 E � � i� - - � � K +75 / 63' +50 +35 �F � 0 C �' - - _ 90 52.5' � EP 0506 18� $� 103.39' � T/E EQUAL/T Y o n► � F -_ o 0 i , I -L - Sto.18+79.84= � �s '� o -+-,,.4 N 55' l6' 27� E E F � 052 0� � _ � 785 0 60' RCP-III � R -� rn +24.61 E � R E - 0521 ', NCRR CENTERLINE � � bb� � + I STALL HEAD ALL O � CLASS 'B' RIP RAP ,' 'i „' +. 50' 63� or E --� P�E- - / E sq� o � LANE TAPER N�DOT STD. 8 8.27 � EST 2 TONS Gl CO CRETE 52 $5" �5�'LEFT d' o � E 125 0 OL/THIC lSL D � T(�,q�y �q � a- o o � SS I RIP RAP � EST 7 SY GEO � +95 NE + +50 0 + � S ONLY ' SPECIAL LATERAL '�/' DITCH -Y2- Sto.22+48A0 � cR ' I 69.34' BEGI 8'Xl8'C&G l00'BAY TAPER 91' � �� S� �/�DETAIL 14/SHEET 2F ', SEE DETAIL 2/SHEE7 2F BEGI OU TABLE � 18' RCP-I� -L- Sto.20+8725 o R + �� � � EST 40 TONS � / � � 30 R � 125' LA E APE � p� ��\ 9„c i EST 75 SY GEO ' � � z CO CRETE EDl � o � �\�� ' Q � Q -Y2- Sta 22+75.00 / BEGI 2' -6' C&G + �F. �� � Q �= cR 40, R �-Y2- Sto.22+95. REMOVE 9 \\ � RETq� PROPERTY ACCESS ONLY.FINAL DRI�/Ey�AY N � '� �o � BEGI Sl E ALK + oo N/ F LOCATION TO BE DETER�IINED THROUGH �� -Y2- Sto.22f8/95 REMO VE E X IS T IyIH FOR�IAL I yCDOT DRl►/E AY PER�IIT PROCESS. 9F. �n ` M � -BL-S -L- STA 20+36.27 (44.44 RT) g3' R'V R V g � � C � �. Z ', V RETAI GUARDRAIL = � ,; BEGI 2'-6• c&s -L - PT Sto. 24+4�.�3 QG�, y � -Y to. + -Y2 - Sto. 23+33. 3 8 � � W �' + s3 BEGI CO CRETE lSL ' o, E D OU TABLE � � � / �' � 43' � � F -L - Sto. 23+69.66 N � � � � -- Sto.23f45.00 � I��OWN OF MORRISVILLE DUKE I�EA�TY �IMITED PARTNERS��IIP , � ATC ' CB l Sl E ALK SPECIAL LATERAL '�/' DITCH � � yL�NE N v Y to.23+37.38 SEE DETAIL 2/SHEET 2F � � a -Y2' ST,q N � 15' c-�v 0 ' o �SyEET � 24fpp40 052 �EMOVE '� o z , N � � O � I - - - - _ _ _ -- - - - - -- - . - - - - -- - -. � -- - ' � 3 94 __ _ TlE EQUA�ITYe -� _ - PIPE HYDRAULIC DAT A - - - - -- - -- - - _- - - - - - - - - ': _ � '�_ _� � -�- 3 94 � � END MILL/NG � J I � END OVERLAY -L - Stae 20 -f-22o02= o ' � BEGIN GRADE -L- Sta. 19+30.00 _ - -- o5�s o52� 60'RCP � - --- - - - - -- - " � �� � ELEV = 370J9' Y2 - Sta, 2/ f75e63 W � , � -L- Sta. 19 + 05. 00 ELEV = 373e39' - - - -- - - - - i - Q g � � ! ' ELEV = 370. 02' _ _ DRAINAGE AREA = 55.1 AC _ _ _ _ _ _ _ _ _ _ ! _ _ _ _ _ _ --- _ _ _ _ _ _ _ _ _ _ _._ � - - - W � ' � 3 8 6 END GRADE BEG/N GRADE _ DESIGN FREQUENCY � = 50 YRS ' o -- _ - -- _ _ _ ' a Z ', � TlE EQUALITYD -L- Sta. 20+02.03 '�= -L- Sta. 20+54.05 __ DESIGN DISCHARGE = 9/,0 CFS �_ 490, 38 Q o ', o -L - Stoe l8 +79e84 ELEV = 37�.99' ��_ ELEV = 372J5' � DESIGI�I H�l ELEI�AT 101�l = 350.65 FT V a � � NCRR CENTERLINE ' l00 YEAR DISCHARGE = 99.0 CFS - - -- Pl = 27�50.00 � ' ELEV = 369,93' - - - �i - - - EL = 356.88' � _ ' � l00 YEAR H y� ELEV AT lON = 350.87 FT , 3 7 8 I � 3 78 BEGIN MILL � -H-H-� - OVERTOPPING FREQUENCY = � l00 YRS - - - - - - � '� - -- - - - - - - - K = 96 -�- � � PROPOSED ' I � � & OVERLAY - GRADE OVERTOPPING D/SCHARGE _� 3/6 CFS ; _ _ _. _ __ _ _ -- - --- - - -- - - -� , o _ -L- Sta. -- _ _. ___ _ _ .- - - _ � _ i i OV ERT OPPI1�1G ELEV AT IOII � = 359.9/ FT � � I I a U _ - - -- --- -- - - �' � �I-- -- -- -_ _ _ Z z -- -- - -- - � 18+20.00 � A . __- ----- �- .28/ '' � � J W o , �� � 3 7O ELEV = 368.5 ( +)3 6� _ _ _ _ _ - - - _ _ _ _ �2 : �u '� � � ! 3 7� °` � Q � � � � U �1 = � ', o _ _ _ _ _ - � EXIST ll�lG GROUND � ' � - - _ � i _ _ � � � � a � � -- - -- - _ � � - _r � _ o � � +12.75� E D SPEC/AL - - - � � � 1� N ' �� - - - - _ _ PROPOSED GRADE W M � � �� D/TCH GR E RT � � - � � , 3 6 2 _ �� -L - $%�Q l9 +Jr' � ` � •� �. � - � 3 6 2 a � � - ELEV = 369.64' _ �� � � � � o BEGI SPECIAL � , o END M/LL � � � D/TCH GR E RT �� W _ � _ _ o & OVERLAY i i i ----------------- �, � � -L- STA 18+92 ------------------- � - � - - �-�2.28% �+)2.79°• W � N 354 �L- Sta. 18+74.84 --- , ------- � o � _ . �_ �� ----------------- - - � • � � � � � � 354 � � o ELEV = 369.93 ELE 368.04 I I I J� • - ♦♦ T , � 3 � �J a . ', o _ ; � i i i � � ♦ ( +�2.3► _ - - � ' '� °z � o BEG/ SPEC/AL , - - - � � a �� � BEGIN MILL . DITCH GR E RT � � � � � - � �' � z � Q 3 4 6 & OVERLAY ' -L - ST A 24+00 E n SPEC/AL ' � BE�'il $PECI�` ` � ♦ � / �p O 3 4 6 ,~-_ a � � -L- Sta, 18+87.84 _ � � _ _ D/TCH GR E RT � � . ', � ELEV = 369.93' � -BL 5 � ELEV 357.87 DITCH GR DE LT _ oo N KHA P���E�T: , � -L - ST A 20 +36.27 OFF 44.44 RT ELE�ST A���� -L - ST A 27f20 �r N� 012108004 , , , ELEV - 372.90 - ELEV = 349.00' � „ �ATED I 3 3 8 � � � � � � � - - 01-25-2016 _ �� � � �� N 330 � � � � I N �O �------------------------- 19 20 21 22 '�:�::: �:::::: �:E::::::: �:: � �E::::::::��::::::::� ::::::::::::::::::. :.... .., � ............................................................................. . . ,. � . - . . ----------------------... �, c � ' � ' Q � i �, O � O � � O � � N � � , O � �, � � ', � � � � �, � � � c ', � c ', � � � � � � ', � � � � � � � ', � �, � i � �� � � � I o 0 � � � o � N , o ', 3 � o 'I � ', � � � �, � � o � N � � � � N � � �------------------------- -L - PLANS PREPARED BY: � � � 2 l(� -BL-6 -L- STA 36+ 18.84 (54.12 LT) � - � 13 � � GENERATOR �` � N/F �� �t�• �� ����� �� , � ����E��u�AR ��� �r�sEPH MoWi�K��soN �= 54"45'4/.3"(RTl r�iF r ly oF c,�r a sio K �,� � NiF ,�'� . � � ., �osEPH Mo wi�KER��N o►�V TiE To ExisT Kl�l�e �iHOi'11 D= Jr' L4 IS.� ROHONDA Mo VVI�K.� RSON �'UBLI UT/L/TY RETA/N EXIST CURB RA�P � DUKE REA�-Yg �P O ) � L _ /� ' EASE E + 00 V / �' REPL E SIDE � � � SPECIAL LATERA '�' DITCH ��3�� � NT -L- Sto.36f08A5 EST 225 SY PSR�►yl T=�9.�� ' � 59" / -L- Sto.36+77.66 � SEE DETAIL I/SHEET 2F � l.I�STALL HEAD�ALL +84 - E D SIDE ALK __ + R= l,O6O.00� � � N�DOT STD. 8 8•��64 0&90 E D 2'-6'C&G r � � PO BOX 33D68 30 40.36 TlE TO EXIST .� Q�N� \ -L- Sto.29+73.96 L PC Sto. � 50'&90 -L- Sto.36f00A0 RE ZEM M hA����H, Nc 2�E36-3�6� ��� �q„ � +15 S�S E D l'-6'C&G (RT & LT1 � �Ao� 9i9��6���zo 000 � � EL� Sto 29 �.75 BEGI l-6'C&G SPECIAL �ATERAL 'V' DITCH +oo � F 49.90 O , E� � � +15 c.,, � TlE TO EXIST C&G Nc ucENSE �F-oioz 58' 0612 ,I,i o; r zo,q � 0 SEE DET IL 2/SHEET 2F +78 �� +ao -L- Sto.36+8838 M BEGI 2' -6' C&G -L - Sto. 30 f6224 +� 7 64' 6 9' r'�'' +� b. � � � i O �+ l STALL 72' CHAI + 00 , � -L- Sto.30+1 AO � b9 C E � / O60 w� 50, � F58 +50 �-► �� � \ Ll K FE CE 7� E �DE— --- - � +09 bl' - I � �, g4o E C E���E <� 595 R = 50' PUE � + E I � jp3— —P�� v 8' Sl ,4[.K 49.�-� � ,� BEGI 5/DE ,QL.K � � � ` � \�� ��ELI�1-II�TAft,Y �L.��T� 7 -L- Sta.30+26.69 +08 � e0 <° \ti � �,� �� ��. �N����«� + 58 , ; / � 50' �' � � , 75 �R _ _�� � A T M 0�� N C 9 L� C �� �� g8 � Q� 060 � �� ���'�-,,_�� _ 0611 �� �-�-yY + 98 G �B l'6' C&G RE L A C �� 8 S� �_ � �1 SEAL o. +i 7 � QOE � � � l'6' C&G � �__ � � PNE � M 78� � c� � ql� � � ,� T�RN PER �+bs E 50� ob .� N PARKWAY� � ���� o� ��v� 150, �EF ao, T P so� � �. M��R�NIM� 50� �Bm obo ob,o , �,� �, � � o E��o� � `'.� SR'3� 2� rs� � �2- � o o cR30 G -�.' � O' ' � X 82� E l� /+50 50RR O6 I'6 � — _ r - �� u� 0609 E�IST C� 8�S � ^ ` 55' � Dl � - F E + 00 � � + 74 85 � O + 05 �2- ^% � l,� �- � � F E 66 50 rn p RETAIN � 50.15' ��- y +05__ � S�� �p D/ o� � � + 75 \ � — F �� /�Q �U, 500 $ � � -� � F E 61' � Gl f.-50.77' + 85 ��`' , y � � �, E � ,� � � o o-o obo c E o p� so - 7�� _ i -s o a . � � g� � +so �� � RETAI EXIST � v � v o � � +55 0617 SYSTE / � }� � 2�� 17� � N o60� � / �+20 57 � 15�, BqY TAPER + 50'&�00' 900 � � \ ,�� � �� 3� 40� F o 50 + iNv. uu i=5�u.br � �/ �o , B � } \ � } � � 12 \� ��Q.\ �R � \: ��/ �� , 30 cR R , T p.PER �8' RCP-I N �ANE . _ %\ ,`G N i2 , F S� E�� T�R 36 RCP III �2 _ �Q- � 12' Sd, � o0 15� � tv (,�T, �\ �l '� -} / � �r � kr' \�}k.0UT=349.88' �/ � I� +60 � , 50- ���� // � ��� � � � +42 18' RCP-IV \�� � � 55' � • � I F BEGI t�slDE+ 9K \k CONVER E ST DI T/E TOI�EXIST Z L 5.30 2 35 � TO JB �y/ �H COVER � � �yl -L- St0.36+00A0 � BEGI 2' -6' C&G �� � q � ? -L- Sto. 30+1 A7 \k ���� o � � � T / +77 \ � 790 \ �° '� // N/F �. 108' E D 2'-6'C&G 7 `L or� /� DUKE REA�TY �IMITCD PARTNERSHIP � (� -L81 Sto.29+86.00 = �� o 125' N/F �� (SCHNEIDER EECTRIC) W E D SIDE ALK PROPERTY ACCESS ONLY. FINAL DRI�E►HAY 4 T M 0 F N C g � � C o� -L- to. +. l LOCATION TO BE DETER�IINED HROUGH �/ +00 E D 8'Xl8'C&G FOR�IAL NCDOT DRl►/Ey�AY PER�T PROCESS. ���� 132' -L- Sto.29f 2.75 �� a � 125' FROMVCHAN�ELNFORE 50 LF ' ' VC=380' ____ _ _ _ - - � _ _ Pl = 32+50.00 - - - -- - !__ !_ i i 386 C = 490' -- EL = 370.83' -- - �oo --- V ` �-��-��-�-��� K_ 89 I r � 1 00 � Pl - 27+50.00 - - � � - _ _ �. � I EL = _356.88' � � -- _ � � - - � !I _ _ _ _ _ _ _ _ _ _ _ - - - - -- - � ,�, . - - - - - - - � -- o� -- _ __ _ _ 3 78 � - rn'� -- +,� ♦ � � --- -- --- ---- - _- -_ - - --- - � _ 1- NM) - - J � . � - - - -- - -- -- - � � -- --- _ _. ,�i �u � - � � - - - PROPOSED GRADE - - - � - - - i - o� ' _ ` / � � � � 3 70 i ' -r '_ � - � ` � - • , � , � � . r —�i.5oi _ ` - - - - - - - - � i i__ �___ ; - � �+12.79% _ .._------- ----•--•--.._---- - - - - — - - - - - � i . .._.--• •- -- • � --- ---- �+�0.88/. � . � l Tl R ♦ ♦ 362 �� - EX S NG G OUIVD � -� ♦ � � � � II I I I ` ' - �+)2.79� � ���-�-- I i ` � _ . . `� � . � � E D SPECIAL � � � 354 �.�- 672'�• , �$ � D�rCH GR � �r . I . � I ,r-'� ��'� BEG/ SPEC/AL _ L ST A 33 50 __ �� D/TCH GR E LT ' ELEV = 367.70' �I � - -L - STA 3/+00 � �� ELEV = 365.50' 3 4 6 � E D SPEC/AL ,,', , ' � � � � D/TCH GR E LT - -L- STA 29+50 � � ELEV = 358.72' - 338 i � � � � � � i � � � � 330 � � � � �- ►C�•� 30 31 32 33 34 35 � � BEGIN MILLING FOR KEY-IN �_� � �_� �_ � -� � �_� { 3 8 6 � = -- - - o � � - - - a � � I _ i _ _ i __ _i - -- � o _ � � _�_ __ � 3 78 N � -- BEG/N OVERLAY _ _ _ _ _ _ _ _ _� _ _ � o � — -L- Std. 35+70.00 1_ a ELEV = 366.03' � � � � � _ - - - PAVEMENT _ � -i_ 3 70 � . ___ _ _ __ _.. RECLAti1ATlON � ___ . . -- . - - -. a U . _ _� _ o W _ _ — � � � � � � � � � � W __ ___ �_ y -''-- -- 362 - � � U � _ � I I � O a T�,��—�� � i i i i i i � `, � I I� I W M� � END MILLING FOR KEY-IN � � END OVERLAY � � 3 5 4 a END GRADE , BEGIN PAVEMENT RECLAMATION W -L- Sta. 36+00.00 � � � � N ELEV = 365.58' - ' ' 346 J I I I I I 0 I I I I I I a -BL- 6 -L - ST A 36 +18.84 OFF 54.12' LT , i i Q ELEV = 368.08' W � � � � 36 37 i■ ■■�■■■■■�■■■■■�■■�■■■�■■■■ � �■ C■■■■■■■■■ o■■a■■� ■■■■■■■■ �.� ........................... � . ........................... , �:,�- � . .............n.. ........ �■ ■■■■■■■■■u■■u■■■ ■■■�■■■■ � ■■■ ■::::o::��::::::::::o � � � . . . , . . � . . • . i- - - - - - - - - - - - - - - - - - - - - - ', c � � � � � � � � � � Q � �� O O i � � O � N � � � O I I � � � �, � � � � � i N i � i � � � 0 ', � � c 0 �� � � � � ; � � �, � � � � a 0 �, � L �I � c �� � i � i � � , �� o , o � � � o N � o � � o ' o � o � � i J '� � � � �, � �� � � o � N � \ � N L----------------------� � NOTES PLANS PREPARED BY: �p ��=3��.�0� I �� �� .._� � , ; � � , � � , �� ��, � � � �' �; Q � � 1� I i�, � I 5 1. REFER TO -L- CROSS SECTIONS STA N � � 0 47+50 TO 51 +50 FOR SIDEWALK T/ES, TO � � l I ; � � I I� � I� �` AVO/D /MPACTS TO EXISTING TREES. Kimley>>> Horn I 3 `� I � � �� � � B I N/ F Y� L C o TRANSITIONS TO BE ET IN � I �� � II I � TOP=360.18' � DC 150 McCRIMM�N PARKWA � S Z ' I � � � � I � INV. OUT=356.79�\ FIELD AS NECESSARY. � N; F T/E EQUALITY ��'� �? I � � o �� P�, ��x �3�,�;� D�KE F�-A�TY, �P -L- t0• ��' . _ �� -BL-$ -L- STA 46+67.89 4.26 LT rAxe �9i9� 6��-zoso > � ��� M RALEIGH, NC 27636-3068 � PHONE. (9i9) 677-2G00 -Y3- Sto.18f30.63 � �j ��� � � � � I � � _ N� ���EN�E �F-o�oz � � �f � W I I� BEGI SIDE ALK 0 c�zo,q E D RE E D �� �� � -L - Sto. +l .2 z REPL E SIDE K � � � � � � TlE TO EXIST � � II RETAIN EXIST CURB RA�P ,p � � I 11 -L- St0.40+93.56 Fq 4 III � BL-7 -L- STA 42+11.09 (56.31 LT) � ��J 11 ���J r'�"°"" IINVa OUT=3U �' 1 �V.OUT = 348.36' `�/ -L- PT Sto.40+53.48 /� � � � CB ��ELI�1-II�TAft,Y �L.��T� I __� �� T 0 P= 3 5 4. 5 6 Do �or u�� rort, �oxg�nu�r�oN BST TOP=352.96� RETAIN �� r � BST INV.IN=345�' � / �� INV.OUT=349.75' 11 �B BST INV.OUT-3�' EXI$T � CB ���� � �� TOP=351.22' � . � r SYSTEM J��� '� TOP=353.02' � �� � INV. OUT = 346.93' I � - � CB I I RET A�N iNv OUT-348.32' 15" RCP � 30"C&G TOP=357.89'— � = L - - - - - - �L � �j I�� ���—�i —�" RCP _JJ `'_ � .I-- ,_,_ � _ ._ _ _ - -� � - - - -- -- = SEAL _ _ �. ,--� - _ -- , - - i � T _ � - , _.--xv-,�,�,,,oc - - - - - �vv-vv�,� . .� _�Y�, � � � �0 3�, �.,�ti.�,�..,�� �� h,�_n �_ � � \ i, � F -- F F F C C C F C �' �� � � � -- - ��,_---- F — - - -- - -- - -- - - - - - - - - -- — -- - - - -- _ - --- ~ ___ - ' SIDE �K -- - - - - - o -- R cR 8' SIDE ALK 0713 � w -- - 8 _ = - RETAIN /4' � � /4' � 070 ? 711 �4- � Z v� 15' RCP-ly & ADJUST z a � o� 14� �5' RCP-I� o�o �� o'o, 2' �' � � ��� � -L- SR-3127 (MCCRIMMON PARKWAY) � ��' � o0 o, O � 12' CB �2, J' F` 17.5' O +� g.75 M o�� � i2' � � ��' ''F S 85° 53' 00.9" E Z Q 12' 070 �4� � 070 � W �� � � � CB . �y CB —� l4' J`J, 0709 � 0712 /4' � � � �� � � 14 0714 � I � �—= - - _ _ — - - — _� _ -- , , " - �- . piN 1 '� TIE PROP CB TO -�-y'`r,�' r� _ � - - -�r Fo- - ������,�; �;� -u i � -� iii _� - - � RET � EXIST 15'RCP � °�r � ___ � -��"� �� rl ------- B� � .p�� i.L � - -�L�- �9 M��V'�� �I' "V/� _- __-1�.E—,Cn= —_ w ----= o �3 � ii � „ .4 W z �,P,�,--. �, �i��. � � fgs �� � � ti M � ' ? _ -Y3- PC Sto.19+33.34 � �1 c o 3 s�'F� 7 �3 � � _ _ U � ,� � � �/ � O �P=351,89' E., �f`j.'yi \\' V 1- _� Fy _�7.� � Q �q � l"`'� � z�� _-- IN=34 Q � iNv. uv�W�=�S�.i� RETAIN �"� Z y ��sj, E D l'-6'C&G fRTI T- � ����,� IN(E)=3a9,�� �� � „� TlE TO EXIST C&G - N/� ���uT=3a9.r� 070 � � � � „ 07�0 ' ,� , -L- Sto.48+35.42 � DUKE �EAI_ I Y �IMITED PARTNERSHIP � h� _ �� �� � N (�i -J'17.I4' � ^C_' i� � � � I��-342=' 3 � � � 70 � �qT �i�� � eEci r-s• c&c rRr & cr� C�`/L/NE �1 ioo� BAr rAPER TiE TO EXiST C&G Y3 STA 20f f95�� l80' LANE TAPER -L- Sto.46f63.73 0 �O, pp �SHE - Er ir� 2O � 6 � 7 � N��. I��/F DUKE REl�I.��Y I_IMI �f�FD PARTNERSHIP DUKE �1=.�1.1-Y I_IMITED PA�TNERSHIP � G C Z - -- - -I- -I . , . --I - - -- _ - -I - -- - - - - - - - - -. - - - - - - - - -- - - - - -- - - � I W �� J 378 � _ � � !;- ;- -�- � �-- --- - -- --- - --- - - ,- - --- - - --- -- - --- - _- --- - - --- �_ � �_ _� � -' 378 � = _ _ _ __ _ _ _ - --- _ _ _ _ __ _ _ � � � o � W - . - - - - _ - - - . . - - -- - - - - - __ 0 I- � i _ i_ _ II_. - .-- i-. - - -I -�-- - -_. _ - - _ - _ � - _ _ _. - -_ - - _ _ --. _ - - - _ _ _._ _ - - - - - - - ----- - - - - - - -- - _i _ - I_- -� I - -- � O j_ TlE EQUAUTYa 1 _I_ _ 1 a z _ .. — — — — - — — _ -- — __ _ _ _ _— —_ — — --- — -- _ — -- — — — . - — — --- -- 3 7� . � �� � � � � —L — Stae 4/ f47e44 = _ _ _ . _ __ -- — -- -- -- _ � � _ � 3 70 z � �-- -l- - �-- -- _ _ __ _. _ _ _ _. __ _ _ __ __ _ _ __ ---- _ _ _ _. __ _._ _._ _ _ _._ __ _ _ _.�._ _� __ Q o —Y3 — Stoe l8 +30e63 a �— — — — — — ELEV = 357004' — — — — — — — — — — — — — — — — — 1_ -� — — — - - — — — — — — _ - 362 _ _ _ � _ � � -� - - - - �== __�- - - - - � - - - - - - � - - - - - _- - - - - - - - - _ � _ � -i- 362 � - � _ _ PAVEMENT _ _ --- - - - --- - - - -- - --- - - � a v - -- - ----- -- _ _ _. _._ _ _ _.__ _ __ . i i � i � _ __ RECLAti1ATlON _ _ _ _ � _ _� - o z _ _ - -- -- - - -- -- -- -_ _ -- - -- - - _ _ _ - - - - � W - � � � � � � � � � � � � � � � � � I � � � � W 354 � -------______ , , ! 354 �� � c., a � � - I I I I I I � cc � � � � � EXISTING GROUND � � � - - - - _ _ _ _ _ _ _ ^ � � � � � N � � � � � � U � � � � � � � � � � � 1 M : , . � � � � � � � � � � � � � � � � I � a H 346 ������ � ��� 346 i : B� _ 7 : --� ---- _ _ — � � i —L — ST A 42 +l1.09 OFF 56.3/ LT W ' � � � ELEV = 358.65' � � � � � W -BL- 8 I = 3 3 8 i �� i� i i i � i i � i -L - ST A 46 +67.89 OFF 4.26' LT i � i� i i � i, 3 3 8 � � ELEV = 350.86' a °z i � � � i i Q W z 330 ' ' ' ' ' ' 330 � a � � � � � KHA PROJECT: i 012108004 � i � i i � � DAT ED 3 2 2 i � i � - i i i i � 3 2 2 01-25-2016 i i i i i � i i i i � R/ W PLANS � -L- SR-3127 (MCCRIMMON PKWY) � 39 40 41 42 43 44 45 46 47 48 49 15 -� 18 P/ Sto.57+99.34 ci in�i i� wii_i n�M MYFRs i iF��s +zo DC 150 MCCRIMMON PARI<WAYg ��Co �— r�� 50.�� �LT� 54.46' , . riE ro Exisr c: -L - Sto.49+85J9 /4' //' ii� /4' F D- 0' 38 /l.8 E D SIDE ALK L= 169.74' T lE TO EXIST T_��7, R� TAIN E�+� .� URB RA�IPS � i R = 9,000.oa �i3� PR��Ecr � � END CONSTRUCT/ON INV. IN=342.�4�' -L- POT Sta. 53+07.84 ,�,Y,�,�_,,,,�� � � INV.OUT=3fdP:42'� � � II r1. OSTFR ,� RETAIN JL— I Iiv v. II'. � � � RETAI EXIST �� iNv. o� ; I SYSTE� �,�-�4� � -�25 `- C C � � 50, SIDE ALK osoi �--� l'6' C&G S 85' 53' 00.9° E� � � � 080 J � �;.� �,DV F O �J 117 �_ � — �� � � �l — — L — — — — — — ��wwwvvti� � _ 116 = — — — 118 _ — - Q �B �B � � TOP=341.99' INV. OUT=339.00' � RETAIN �EXI$T — SYSTEM �V. C;� � ��.�� -Y4- P/ Sto 26+9/.l0 p= l5' 39' 13.0" (RT J D = 3° 49' 11.0" L = 409.8/' T = 2Q6J9' R = 1,500.00' 370 362 � y y T T N N N N N riE Eav�irr � -L - Sto. 53+36 = � -Y4- Sto.23+27.78 _RI _Q _I _ �'T4 S?iS? � 19 Nir AIRPOPT BOU'�CVARG PARTN� RS� I_'�Co _ = _ _ .�o° c�c� � � _L _ P=334.66' — � n� �T-�3� ��� �_— � � ' �l _L � � — —P— — � — — — ,SL�V_�--—---—------——---� �� — — — — — — —yV—� — � _ _ �I i I � -BL-45 -L- STA 57+66.55 (81.03 LT) �_ _57+1447 , ����r, CPP � I I� INV=33� L 30" C&� i— � - � 3� --��i ��,� N 86� � ;, �__ EXISTING R/W 2i J � �� f'� __. ii � 0 i , i, � � 3 II I I� i4 so 7, � � � \� � � — — — � J � I� � `�"-�VGko�i.�.�1�� Si'N.------ExTsT�Nc_ /w � I��� M O � I / �----�-_ _ � �� + 42 � m � � , ; — I_ �' n 50' RETAIN ��� O �� �1 � �� 080 �A � � � +05.00 MICHAE� C� STEWART � � � STEF''���'i�IS ENT'-R�RI�:-;s ��C _ _ . ► �. � ;F�-_- , �� � CB , _ +27 Q � \ IPF �, ,� � ' 24 — 46.24' � � \ N 89°f8'25° — � N/F MeAa�o PROPERTIESg ��C —Y4— PC Sto. 24+84„9/ � ��3 cENTRA� cARouNA R�q�TYg iNco � � MICHAE� �o �T�WART c� ��� STEPHENS EN I ERPRISES� ��Co � � �LT � � I I � � � � � \\ �14i I I iI I I �I LT �� I� \ � z 25 �37 �� CR � ��i � r � N N cV N Z ` � � � ', i5,: ` , . =I = � � `\ � ti1ATCHLINE —Y3— STA 25 f50.00 �SHEET l2� iiii!ii�iiiiiiii END PROJECT TlE EQUALITYe —L — Stae 53 f36e84 = —Y4 — Stae 23 +27e78 ELEV = 346,28' ' 1_ END CONSTRUCTION � END PAVEMENT RECLAMATION -i — -L- Sta. 53 + 07. 84 � � I— '— --� - — ELEV = 345.99' 354 - - r � � � - - PAVEti1ENT -- --- - - � i i , I � RECLAMATION — — — — — — — — — — _ � _ _ _ _ _ _ _ � 346 - ------------------- . � ��•, 330 322 314 '— — �� — - 23 _ 5 2 2 5 PLANS PREPARED BY: ��; - �. Ex �� ER i�a T��qr�i � AiR9 ��ca NiF ,'���� I'�",I;'r< ,4�SOCIATE� �� �� � NorEs Kimley>>> Horn \ O � N 1. REFER TO -L- CROSS SECT/ONS STA Q 47+50 TO 51 +50 FOR S/DEWALK TIES, TO AVOID IMPACTS TO EXISTING TREES, P� �cx 3306� Z HA�ticH, Nc 2 r5 �6-so6r� TRANSITIONS TO BE SET IN PAON g�9�9� 6720z000 \ FIELD AS NECESSARY, Nc ucENSE #F-oio2 M c�zo,q , � � �� Z ��ELI�1-II�TAft,Y �L.��T� Do �or u�� Pon. �oxg�nu�r�ori -L - PT Sto. 58+84.20 � S 86' 57' 50.9° E . • 50 51 52 53 54 55 ��� 57 �l l 59 370 � 0 W � a o�uc 362 z � a 354 346 I 338 330 322 314 � a zz 0 � � — � � Q U �1 = � � a �- o U ry � � M O N a � W H W J 0 a Z Q 4i Z � � , a KHA PROJECT: 012108004 DAT ED 01-25-2016 R/ W PLANS � z 0 = W � � G O Z W J = � = � 0 � 0 � 0 i_. I _Y2 _ �5• i � �'i /, �� 18.R I Gr 358.Zu' 15" RCP-I� - i ��1. �� CP �,.� � -� � P/ Sto.12+59.39 P/ Sto. l7+12.4/ � ,, � 355.61- I I� REMOVE A D REPLACE � � �� 349.69� XIST JB ITH TBJB � � / - - / - - 349.67' N � G 0 2" 36 08.2" �LTJ 0 2'46 40.� iRTJ RETAI EXIST � �� i MH co�ER , /�o, i . i y ._ . T , / - = S S E M BEGI 2 6 C&G es,- D- 0' 42 58.3 D 0° 42 58.�' � � O / i . . � , F � -Y2- Sto.18+88.76 � ��� . _ � � L= 363.35 L= 387.89 -Y2- PT Sto.19+06.3/ ' / T= l8/.7/' T= 193.98' 7 � � ' � � T EXIST ' �- / - R= 8,���.�� R= 8.���.�� -BL-16 -Y2- STA 12+94.02 16. N/F PLl� G FILL. AND '� �� ATM OF NC� L�C ABAN��N <' RE E D RECO STRUCT EDl ', �.�, BEG/N ALIGNMENT ISL� D FOR PEDEST RlAly AC ESS� P ` ', � l� -YZ- POT Sta. 10+00.00 � SPECIAL LATERAL '' DITCH �TOP=35�_ E D l'-6'C&G � , ¢�Gl CO yCRETE , �} `� 2 o E S T 3 4 0 S Y P S RM V N v...auZ ti/ONOL/THIC lSL�41�D , S E E D ETA� L I/ SH E ET 2F R E T A I N -Y 2- St o.l B+l 5 J 3 ' ` �' F � P IA AT RA '' IT H S EC E D C PLANS PREPARED BY: !�� �b �'��, Kimle >>> Horn � y _ Ob� d� PO 30Y. 3s068 � RAL�IGH, NC 27636-306f3 PHONEe (9191 677-2000 rnxe �9i9� 6��-zoso Nc ur_ENs� «F-oioz I `L�2�16 �� �OSEP�-I Mo WI�KERSON GRADE AREA TO DRAIN SEE DET�IL 2/SHEE� 2F �, �, S 32'2/� 24.3" E TO PROPOSED 2G1-A BEGI l'6'C&G o 090 ,QF +47 +93 � REMOyE I' OF EXIST o90 -Y2- Sto.l6t , 2 � s7' 87" +05 -� � ' - - + 54° RCP A�D TIE IN � • +40 1.49' ���;? _. , YZ PC StO. IO %%69 PROPOSED SYSTEM RE OVE $�.62' -. � � � 0 18' RCP-ly +90.15 � C � , � +00 � 24° RCP-III 45' ;� i WOODS c� 30.36'&45' +91.02 �O +41.04 +00.94 � REMOVE � � i c,� ; 64' + � 62' � � TIE INTO EXIST 45 PL G F LL. AND � �1 � � '�� DITCH A���� PUE UE F Dl 090 W �� +50 +83.84 PUE � Z � , - UE , P E - , � % + 65 54 54 P E P � C + 18.42 C 0901 - (� P J � � � � c� 45' Q �' `�� 45' - - _ �' - / � - - - - � - -- -- -- i � � - - � � E - � _ - CR CR Q �v���T � D _ - --)-A - - - _ < < - O 2'6' C G � 68 �- � o / /� - 2G � - ,� . , �, - , � FES �- / , __ --- > > ,_ 090 45 p, 30' R 0909 CB l2 O � INV=36 . ' � _- ____--- 0 � - N N , � > . m �N 090 � 090 m m 20' R 20 R �2, 4 COIyC �2, + � lSL D � 0 _ � „ � , � _ � - � 1 C&G N � ' _� ,- BLI D T JB �/ 0910 /6' � � - " • SL A� , -- - - 54 RCP-III l'6 C&G 32° l0' 5/.6" E l2' Q ' E- / ' l2 , I� � ° -Y2- NC-54 (CHAPEL HILL ROAD �2� � � �2 � , , �2� � io , ' /2' 7, 7, /2' N i � i �� i �� -� �U- - - - - � � �- E ✓�� -� - _ f��--�- �- , ,-_ m� . _ � �,� � � rri � r�r-�- �i - . �, , yILL ROAD) R/�N C .� BZ 1 � '- _ � i �'�-� �-'�'t= - -� -` - - - �- - �I i IPF � PEL HILL FFl Z i � 0 - 'f 090 - � > o s Y2 T Sto. l4 4/.04 � �, � z � � �e � � v � o - TB � �� � � I 1 r � Q , REMO�/ E�S el' �' � � 4" X 2' K�tt� 1' � , , � BEGIN CONSTRUCTION o l00 BAY TAPER 250 LEFT TURN LANE 0 0 I -Y2- POT Sta. 10+48.72 54' RCP-III � �' � + � � l00' BAY TAPER 400' RIGHT TURN LANE � soi�icR<� �� ------------- NCRR CORR/DOR �NSTALL HEAD�ALL ' f i i i i -- --- CDOT STD.8 8.21 I I I I I I I I I i i i i i i i �-�l��-I��-r I �T�T�T�T��-��-r-� i �rV'---�r`L'-n-,--�'�', �n, ,. ,-_ ; �� S 3�'' 57' 32.5" E ' � -Y2 - PC Sto. l5 +18.42 � � , � � � � � i Qj r- q�. i � i O � � END MILLING FOR KEY-IN � � I N END OVERLAY � o BEG/N CONSTRUCTION -Y2- Sta. 11 +20.00 � BEG/N GRADE _ � _� - � �; - ELEV - 368.54 ; - , � 3 8 6 BEG/N MILLING FOR KEY-IN �- C= 60� - �_ r- - �_ � � � � � BEG/N OVERLAY i / _ //+ - . � � -Y2- Sta. 10 + 75. 00 � � , EL = 36 �.88' � � �_ � �- i; oo � � � � � I � ELEV = 369.54' - ' , K = 97 b , , � • DO , I o 378 _ � o� ; _ � _ -i * �, . � � � �� � , , �, �o , , , � � _ _ , __ _ � n + ►r� i _ _ _i_ , J c I � , � I 1I O � � II � � � �l i � - - � �-_ _ � _ .� J + . , _ _ . , �- I � , . � W .� �, �- �- -�- � � � � T � � - �u v _ � � _ '� � 370 � --- � � � '� �i � � � - � �- _ _ _ _ _ � �_ -, --r � � -_, _ , _ , � i _ i i . � o _ . __ _ � � �2.2//. �i � � � •_. 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I = o ELEV 363.59 ELEV 358.60 � 3 _I cv �I � � � BEG/ SPEC/AL -i � W -� , o i , , , , PROP 54 o - � � D/TCH GR E LT � � i ' ' -Y2- STA 11+00 � � � i i i i i i i i i i , Q 338 _ , - 6 75 , � ELEV 3 6. � Y 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 _ � � � _. _ � � , 330 � � � � � � � � � � � � i I i � � � I � � I i I i I i � � � i �, , , , , i I i I i I I i i I � _ _ _:_ - - - ._ _ _ _ _ _ _ _ _ , _, - - - - - - - -. - - i � � � -��- , _. . � �- �- ,--�- � -��- � , , ,. ' N 322 � � � � '� N 10 11 12 13 14 ►/C = l50' VC = 296' _ _ __ _ _ _i _ _ i -� Pl = 20+00.00 Pl = l5 +13.00 ,'- - i _ _i_ _ � i --i -i � !- - EL = 372.32' 3 8 6 � � � � � _ EL = 362.10' _ � o' K= l0/ o -1/.59% ;ELI�1-II�VA DO NOT U98 P00. -i� � _� �`- - � � � ' � � �! - - - - _ _ N Q - - ---- - * � �- - _I_ _ _ _ , _ _.I - �- - i _ _I _I , I I { � 01 II� _i_ a • ' . _ � _ � ; _ , � _ � � _ _ � _ � _�� _ � _��_ o �, � - 3 78 �, � . 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J _ f_ - - C� � � � -i � PROPOSED GRADE � 1 , i � - - ( +)2J0� '� � �'�� � � � � 3 70 > _ _ - - - � - - � � - - _ __ _ _ - _ _ - _ - � � � � a U � � Z Z _ � � � � � i i � ,--T- _ _ � � � � -�.,�• � � � � - W _'_. ._--- 47: I ' � 362 �' Q .� .� � •�' � � � V � _ � +� ���- - _ ( +)3• � ' ' _ � � � � i � � � a 0 I;I�IIi�l;l;� - EDSPEC/AL � �� i i i i i� D/TCH GR E LT � W M O O � � � � BEG/ SPEC/AL � � �i -Y2- ST A/8+00 � � p 3 54 a � DITCH GR E LT ELEV 366.20' � -Y2- STA /6+50 � o ELEV = 36/.00' i Q -. _ I I I I I I I I - i i i �� � W ou■■■�o■■u■■■■u■■■■■■■■u■■o■■ou■■■�u■ a ' _ ri � �ii� �ii ��ii �iiii■i�■i■i■iiiiiii �ii�ni � ou■■■� �■■■u■■o u■■u■■■■ u■■�u■■■■ u■■■■u■■ n _ v�■��iiii■iiiiiCi■i■i■iii�iii■v■iiiiii■iii■i■ ni ■■■■■■■ a■■■■■■o■■■■■■o�■■■■■■■■■■■■■o■■o�■■■■■■■■ n■ ; ■■■■■■ W■■■■■■■■■■■�■W■■■■�■ u ■■■■■■■■ ■■�■■■�■■■■■■■�■■■■■■■■■■■■■�■�■■■■■■ ■■■ o■■■■■■ ■■■■■■n�■■■■■■■■■■■■■o■■■■■■■■■■■■■ o■ ........�........� ............................�... , � ,:�,- ■■■■■■■■ ■■■■■■■� ■■■■■■■■■■■■■■■■■■■�■■■■■■■■ ■■■ n■■■■■■ ■■�■■■■■ ■■■■�■■■�■■■n■■■■�■�■■■�■■■n iiiiiiiiniiiiii■�■iiiiiiii�iiiii�ii�iiiiiiii� ii � � �' � . o■■■■■.o■.u■■ou■■■■.■■i �■■■■ o : ::: :� : :::��.8.. . _ ■■■■■■■■ ■■■■■■■■ ■■■ ' ' ' uu■■■�■■■■■■■■ou■■ i �� �� • • • � . . n n � r � � � z W J � = � � O � O � -Y2- PT �to. 38+83.67 �, 8 40 � P/ Sto.26+09.32 P/ Sto.33+32.78 ;'�r BEGIN CONSTRUCT/ON o ' N � F Q= l° 28' 59.5" (RT J D= l° 3/' 54.4" �LT 1 � �� �I' -Y3- POT Sta. 39 + 64. 00 � u� R E a� � Y� � M i T E I N Tow� oF MOR�isvi�� E D= 0'42'58.�' D= 0'42'58.3" �� I� OC eEci 2�-s•c&c �' � TlE TO EXIST �� L= 207.09' L= 2/3.88' + � � I � W -r2- sto.28f5o24 ', T= 103.55' T= 106.94' �� I� � W�� + ao ' 2SBKBl IQ = 8,0��.�� R= 8,���.0� �� ��� � Q 46.22' , BEGI 2' -6' C&G � b E D 2'-6' C&G , -Y2- Sto.26+20. 0 W�C � cB -Y2- Sto.27+82.7 � 15' RCP.IV � � � T '�_"� �", � E D 2'-6 C&G BEGI 5/DE ALK � � + 85 -Y2- Sto.26+27.23 + 80 , �, , �N 374.5 -Y2- St0.25+89. 48.15' M a 60.52 , , o T=37�� E D SIDE ALK +37 E D SIDE ALK %' -BL-17 -Y2- STA 28+79.84 (47.59 LT) , E D 2'-6' C&G 67' & s�' TlE TO EXIST E D 2'-6' C&G � _ -Y2- Sto.25+80.85 +57 -Y2- Sta27f72.62 -Y2- Sto.29+55 �, TIE EXIST 4' P�C 67' & 81' �, � PIPE TO PROP CB N � +04.41 � +66.25 �I � PUE PUE 15' RCP-I� - cB - 48b8 69 61' , , � PU pUE c � P 63 91' 63 �� PECIAL LATERAL '�' DIF CH F W � 1002 � � UE+48.5 �. SEE DETAIL 2/SHEE 2 r 1001 , + 80 ' _r^ -- -_ -- - -- � - = " � - - - � _ __ ------ 43 � 35' R 50, R �'�, E F PU� l00' BAY TAPER � i� 1 \. � � I _K CR � � CR �_- � - �- - � + 8O � -- - -- 40.31' ,^ � , '� - + ' 0 /2 F CB i� l8' R 25' R CB � ��'6' C G �2, ` --- � -_}_- C , O /2 F 43' � � � � ��- - _- , � �- ' � REMOVE �2 - - - - � /2' RE OVE �- --� ---------- � cv � - - _ ---�------- --Y.�- HAP�L , � l2, � ` � � � 4' COI y �IONOLIT HlC ISLAI y0 ' � � - �� � " _ � - , � � �' - � - � / � � - - - ED �OUT LE I, � G CRR R/ - G` - _ ` -�-�-,-�_ �-. -- � _ - � - CO CRETE EDl � �� � -Y2- Sto.26+35A0 ' � RET Al �UARDRAIL , Z -Y2- Sto. 26+09. 9 � J BEGI OU TABLE CO CRETE EDl D CO CRETE V -Y2- Sto.25+70A0 0 OL/THIC lSL D ' I� -Y2 - Sto. 29 f02.00 I � -Y2 - PC Sto. 25 f05.77 -Y2 - PT Sto. 27+12.86 �oo' BAY T APER �, 650' LEFT TURN LANE I NCRR CORR/DOR �� T /E EQUALIT Y ', -Y2- Sto.28+19.97= � ' '� -Y3- Sto. 40+68.6/ PLANS PREPARED BY: 4 I ��Z 2 �,� bN a�%°'�` NiF � � �sHi� � `n � �'j ,�� coPE�AN� oAKs c��i � E� coN�oMiNiuN� � K l� l � e�/>> i H O i' 1 1 � � ��ti % / ��Nva �rv�����. I �g `� / INV.IN(E: TOP=365.23' � � � �NV. OUT=360.1 � PO BOX 33068 „ RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 , . I�v ��, ��v-s�� rAxe �9i9� 6��-zoso CLASS B RIP RAP Nc ucENSE �F-oioz INV. OUT=;. OUTLET/TOE PROTECT101� T0P=371.97, c�zo,q EST 2 TONS EST 7 SY GEO / INV� IN=364.i�� +07 iNV. OUT=364.�0' �- 84, F E S INV=359.70' �/ -Y2- PC Sto. 32f25.83 '�� � \ \ �Q,, 15° , � � � � % ��ELI�1-II�TAft,Y �L.��T� � ,�Q' � � �8„ R � / Do �ar u�� ron. �oxg�nu�r�ori i� �� �<v \ � � � cp � � /' + 90 � � � �� / +51 1004 29•09'&55' � +30 � � � �� ��� � � c 26� 1005 29.63'&50' �/ � - � SEAL ��F RE rAiN � R �Q _ + 22 1006 / � �G 71' � ! Q° oa RETAI � E -_ �� S � � ,� . �. �_ .C���-k-_ � -_ __ _ _ 2G/ #82 24 RC� -�-� - T - - �.� _ - �- ► - _� --� - � � 26J5' r _ � -TV��I� �=-_-_-_-- � -�___ -- --- -- � _ ��- ��- - _ � c - - � - - - - - 40� � ) , os -. � - - - - � � EXI� qEXA2� RC C� �'c, _ / RE 0 E PL �FILL. AND� EXIST S 32° l3� 6 p E �,�'-'�' ��r � �is!-:~�s�: `,�-: 'u' '-u-� `"Lc� .`Lrr I - � F - r�-�_�,F o,,n-, ,✓� 400'LANE TAPER �� - NCRR CORR/DOR I� c I � � o � ; � a � � � � ', o � o C = 250' ' N . Pl = 29+05.00 � � i O� � O _ � � � - -- - -- -- -- - - -- _ _ _ _ __ _ . o EL 377.84 ', � -li- - -- �� - li- K-57 �� � � 0 3 8 6 � - � � � _ �_ _� _ � � _ - - - - - -- - I- - � � � � - - - -- � I I - - �' Y�j , � i , �! i i ��, , � _ i - �- - - - - _ _ � W i � PROPOSED GRADE � � �, _ . _ . .__ ._ _ __ , -!-- - - _ _ _ _ _ _ _ _ __ _ _ _ __ ..� , i _ I_ _ i i i 'I �o - - - I_ � 3 79 � .i � � . � l +J0.61% �_�3�3, � �-�-� � � � r+�o.s�i _ _----- -- --__ _ � ° _ - - - - - - - - - + � � � � � � � � � � � � � � � � � � � � � � � � . . . I . . � � � � \ r �� °' 3 70 � �, � � � � � � � � '� � 3 62 0 �, � O I v N � � , � 354 � � � �, o � � � � I � � � N 346 � � W � 3 z I � _ ' o v ' � ti '� Q 338 � � � � - � � �� 330 �, � I N 322 � , '� N 24 25 26 27 28 29 30 �------------------------- END CONSTRUCTION -Y2- POT Sta. 33 + 00. -Y2- PT Sto.34+39.7/ BEGIN MILLING FOR KEY-/N 386 0 BEGIN OVERLAY - W -Y2- Sta. 32 + 50. 00 °� ELEV = 365.21 ' " ' ' ' , ' , _ � a E N D M I L L I N G F O R K E Y- I N 3 7e ¢ �END OVERLAY a END GRADE 31 32 370 � a Z z O � J � 362 � ' a U �1 = - � � a �- o U ry � � M O N 354 a � W H 346 � 0 a Z � � 338 � a KHA PROJECT: 012108004 DAT ED 3 3 � 01-25-2016 RI W PLANS . . 322 10 33 34 i � � � '� � � Q � ' O ' O i � � O � N � � O � � � � I � � � � � � � i � i � i � � � I � , � � � o � � � � '� a� � �, � � � ' � � � � i �� � ', � i � � � v � � � , I o , o � � O N i � � o � �� � � � i p O i � '� � '� � ', � �, N � � � � N � � '------------------------- � N L � � 362 354 ��� � C1�Z ' �� 330 322 314 �•'� 16 ��� DUKE REQ�TY �IMITED PARTNERSI-Ilf l80' LANE TAPER _ a�� r __ � � . , . ��- � �3 3�P---3-51e��_ - — � � � - �- � �2� � �/ � -BL-27 -Y3- STA 21 +03.66 IO � � �� ,� -�. �� � _ -Y3- Pl Sto. 22+49.54 p= l8° 53' 50.9" fRTJ D = 3' 00' 56.0" L = 626.66' T = 3/6.20' R = 1,900.00' L -BL-22 -Y3- STA 24+11.51 (34.93 LT) END CONSTRUCTION -Y3- POC Sta, 21 +75,00 �� � � � 3 �.w�� , � .� --�� � � `-�' / 8 6 �/ —_ � / — - �� � — c��/ EXi N� Ri ��� ,��- � �� — _„�-�—= ST—. i3� Y _ � -- �3 pER� — — �3 METEQ ., _ _ — � � _� �; _! ` „p= _ �� B / /-- �----24"RCP � / ---�Q �Y - ------ -'-_ 30" _ � � v 4r� CB - ______ RCP 18" RCP � � // T = 34 5�0' � � - _ _ _� _ — INV. ( - 85� g � LT I P I � � � �— �� � � - _� � � O�P ' �_ _ \ �� � Ekl�� R�w � ' — _' — — _ � � CB ``�'—,\ i TOP=349e75' CB � I � � � INV. IN=343.97' � _ _ LT INV. OUT=343.96' TOP=344.82 � � __ � ��,� INV. IN=340.10' TOP=344.57' � =` —�` =352.86' �NV. OUT=340.09' INV. W(N)=339.76' � j��N � �N=347.52' l�� I I — �� �r�� �� INV. IN(S)=340.05' I OUT=347.50 � T_ —�—�� I � �` INV. OUT=339,74' / � . � II � � � � � ---J � � ��� / � ' � L`� � �_� / � ' — , � _ � �; , � / � _.�.� �� _� �,, , �,� / ,� � � � cB / � ���–� TOP=354,32' I q — INV. IN=348.65' INV. OUT=348 N / _. � r � DUKE REALTY LIMI1� ED PARTNERSHIP / // -Y3- PT Sto. 25 +60.00 � �� �/F DUKE REA�TY �IMITED PARTNERSHIP S 3�3��52 � '�b PLANS PREPARED BY: �$ pdN `oz d� Kimley>>> Horn � � I4�J 21 22 23 IZ : 25 PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (9i9) 677-2000 GAXe (919) 677-2050 Nc ucENSE �F-oioz �zo,q 362 � 0 W � a o�uc 354 z � a 346 338 330 322 314 306 U W O oc a �ELI�1-II�TA: Do �or u�� rort, � a Z z � � � U � �o � g N M oc H � W H W ► 0 a C Z Q Z a H _ a KHA PROJECT: 012108004 DAT ED 01-25-2016 R/ W PLANS 11 Z O ► W � � G C Z W J = � = � O � 0 � 0 ----------------------- i C i � i � � N � i ' Q � � �� O � � O � N � � , O I i � i � � �, � � � i � � � � � � � I � � � � � o ', � � � � a� � � � � � � � � � o ', � � �� � � o � � i � i � � , '� � � o i O i � � O � , N � � o � o � 3 � o � � i I J �� � � I � �� � � o � N � , � N L----------------------� � � � 5� .10 \ � R �N AN D c� � rn 12' � 12' W 12' ` --� � 12' � 12' -!- � �O O _ rn � � � 378 370 362 354 .� . �l�Z ] . • 330 322 • • �. v N, F AIR PARK ASSOCIATES �, c n7°F'` '�37° �t, � 21 N�F T MICHAE� �e STEWA�T S I E�H�IV� �IV I�RI RI��Sy LLC � , �—�-- i�_ � --- -� � � END CONSTRUCTION -Y4- POT Sta, 27+50.00 ui� s�'- - __-�------ � � -Y4- PT Sto. 28+94.72 � _ — � � B - - .. � - � � � j4'� � � � � �� -�.�, - - � � � �7 = _ -�=��ON� 5/W__------�-�II �' � 1/S_ ' I� � �� ���____---- �n � � , � _ _ _ _ � � � � q � \ / � __ -_ � � � � � � �� 30" RCP O � � l �/� 43 /� 3 � � eS �1���� �T / ��P TOP=339.47' ^I4 � BST INV.OUT=336.52' � % L %� � �/� 3��,�&= -_-� _- � ��� - - \ �- � \� `-�CQ � '\ \ - - �, �-',_-' � ` 3j%' " / i/ , �� \ as \� � U \ o \ � LT \ 41 \� Jd "'o�r, ;���-� �� ,��: ., , RiW MoN. 43 N/F� GLORIA M� MOSS i'� �I"�3'3y" E -Y4- AIRPORT BOULEVARD � r � -Y4- POT Sto. 35 +00.00 � �. odN �� � �$ ��pZ' �� 26 27 28 29 30 PLANS PREPARED BY: Kimley>>> Horn PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. 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- -- _ _ _ - - ! -- - _ i _ _ __ __ _ _ __ ---- _ _ _ _. _ _._ _._ _ _ _._ __ _ _ _.�._ -� _ _ a o i BEGIN CONSTRUCTION �I � 1_ � i � - - - -Y4- Sta. 24 + 05. 00 � - - - - - - - - - - - - - - - - -i ELEV = 345J7, i - w - - - - - - - _ -� TlE EQUALITYa �- - i� - - - - - - - - - - - - - - -- - - - - - - - - - - - � � � i � i � 362 � I- r �_- I ___._ _ � _ -�- Staa 53f36o84 = _ --- -- _ _ �u - -. � � i i i � _ _. __ _ _ _ _. _ __ _. _ ___._ -- _ . _ _ � -Y4 - Stao 23 f27o78 - -- -- - - -- I = __ - -- -- - - - -- --- -- - - - - -- -- -- - - -- -- - -- - I- - I - I - I z z _ . _ _ . _ i � ELEV = 346028' �� f � � r , � J : -- 354 � ; � � � � � � i � _ I'� o � '� � � I � � �� i i i i i i i i_ l + � ry� I N I I � � oM'c o N 346 -------------- --------- --- l Q I � � a - I� - - - - - - - - � I _ _ _ _ _ _ _ _ _ � i► � � � I W �I' _ i � EXISTING GROUND ' , . 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TO BE ADJUSTED � � \ I�/ CABINET TO BE RELOCATED ��/� I I � ��- \ \�-- P-- �-- G C �--C-----�----.� T �% I I � I _ _ - -T FO- - - - - - - - - --------rvFo----- -------rvFo--f----- - - - - - - - -r-- - - - - - I � FIRE HY R,41�1T TO BE RE OCATED / I - - - - - � - -G��� _ =T= _ _ _ _ —� % � II I � �� � = P = ��/ � - F�DQC_7 ��-�-�, , - T _ _ - - TC I FO DUCT o I - - - - - - - - - W -� - � � I _ �_ � �� � � i � �� �� , � � � � � \\ � I � �� \ .l� _ � � I � I � � � � - � \ � � � \ � \\ � � I � � \ � I � _� - - - - - T F 0 - - - - - _ _ _ _ \ ,` � _ I T F 0 - --r - - - -� - H - - - - - - - -Ty FO- �,,�,�� � � I - - - - - - -TV F0� - - _ - - - - -I_� 'C �� I I I I '—,� \ .� I -�--_W� - - - - -�- - - - - - - -�i - - �- - - � �ETER � � I � I I I � \ � 1� �� I � � � H� � FH? \ I I \ l �_ _ � _ � T�F�- I ' I � 0 � I ` I I I I I ��� T� - � i 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 I I 1 I 1 I I I I I I I I � � I I � � 25 I I �� I I I— —� w—� --o I I y � � � � I I� I I I I I � � I �� � � I I � I � �I � � � � I � � ��� � � I � � — I � � � �--rv�L �— � _ �� H — � — r I _ � I / � � I �/I �i I � � �II �� I I � � III � I I � � � I I ��� � I I � I I� I /�� I I � �� � / � � i�� I I �� ` � �I � I' / /' / /I � �' / Y / ' I ' 1 ' / ' � � � � W LT � 137 y�ATER VALVE TO BE ADJUSTED �L T w /�O � I J I ----------------------- � pi � � � � i � ', � � � � t � Q i � � O , O i � O �, N � O � �, a � '� � � � ', -� a� '� r � � o � � � � c � o � � � � � � � �� �c � � � � � � � L �, � � � � o � � � � � °i � v � � � , �� o , o � � 0 �, N � O � � � ' o � o � � � i J i Q i � i Y i � � O � N � \ �� N -----------------------� // / s � / / � % � ,Q � �'' � � ---I—/�— ------c-------- ~ /�G_ � ���� �� C i — � — �-� '` � — — — — — \\ � _ ��F� � � � — �� �_ — � — T FO— ---IN ---- — �-_�—�_= IT FO— — — — — — — — —T FO— — — — — - — — C —G�— - - — — — — — — T EXISTING NC HWY, 54 cCHAPFL Hlf_L. 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A�L PIFE A�dp h�PUR�hJA�J�'ES L4�.,�43�€U aJ;JT�Ide OF TH� F�IGHi-�F-4HAY �R EA,�E�AE�JT I :�4i 5) r�LL RElOC.+�T1CUVS �F ExI�1�N:� i1R :��R�i17TEC� `ECLAIMEG 'h1'ATE� iNFrZASTR4rCTUFiE !�--� � � 4� � �' � 1SMOCk�UT A@i�'1E UPE,YING � �-_ I � �. ` 4 � s:� ��� � AF?E �A6NTrkIPJEU dY i'hIE F'R?�+�ERi}'` p14hIEF?. �.1 ���� INCLUDNyG :�R410E Pli'YI�6 ,4i`�D xiLT�k f3(:xF'� SHALL �� s�E�k�iTTEU AND INSPECTED B[�� G'+1ERL4PS �� � '----i� �i � gy � PEi��yg` 3a]��' `� { aN i;CYNF£�RMRACE '�17H Tn1rFN i�CiJGIES ,�D f'RfK:EC]U�S- �L�CKS f�Y i�NE �Ni:ii -�c k�EF�.� AN�NQR - - � - - . 1 �. � �, i : �`i',��f�1�F'�f�I) f�E�CL�►IME_C] ��'.���,F� ��Tt1�d[�'l: C'[�f��l�;�'"'�1����5 ��E=�����. �'t,. �-�� �1�����;��r tv��� � �-. �� _,. . l „ - �� i]i:<<�.ii r�fa. �� �� , , _, __ , - . , , �,•.:��... ,-, �� �i.=��l�:��� l� � � ���'I„�1f���r-.l� �����T�;R �I�TET� i;�I�T:��L�T�[��l �. �����1L�1� ���;�� ��.�� `�--� ���C+O_��w S'[',��t1�1C)t"�I�L} 1 %.CCL.t`��1L� ��+r'i�F'�R ��:�4�1C'� � ��'1��E1'�B(�?� lI`J�T:�.LLATiC)N i_;r,_��,_��L,.6,� �'''I �:����i.c��p�����:_ ��} ��,��r�� l�; DCr11�EL� R��C [.�r"�IN1Ef) �f;F�'v'I�'l�: r'�1��:�� �,�z, �, a�E���L.c��i���:: i=.��t,:����, _,t��t, ; c;- : avri=rc��7r���_:��������:; _ �r z �� _ _ _ _ , G �;�w��i7ni �;nirc� - ,._.._ _.. -' _ - - - - -- - -- -� 1� r�ET€H RN� Ei�l}A�S q55EMs�'i FIPIN^ iHal[7E TkE VALlLT 5$1ALL EE FL.AhJGE[S L1UL:91L� IkC�i I�iP� ��a ¢�� ���� I� I 1 h.o€T€k F,x�:E 10 k�E �f �EA51` 3 FEtT G�L�a' sts;ISE+EG GRP.GE ` � � ,� _ AEC{JCER`� . �' { 3} .aCCE�S C�C��k SNau. �� nl�u�arr�u�n Ca F�L� f.•r,:,a 45TiH n�vl�+lA�Uk1 UFENIr�� ,� �&'� � a&" XMNt;siz.��. �-_, , ,.� �.1_ � te,wt,f r�.air�TE.'�k�rE E:�RS aT ` 4) THE 41�IbLE '�ICaE ,7F T�IE A4:C�55 L�[]�7ii5 EW+�I. p� �4�'v7EL�rv+s'i��iPaE 5�2 PUFtFLE. -�� . 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