POND LT APT BLDG 2 SBKF 1 SBLK BUS LT 0’ 50’ 100’ 25’ 50’ (ENGLISH) LEGEND EXISTING BUILDING SCALE EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY EXISTING ROADWAY EXISTING ROADWAY TO BE RESURFACED PROPOSED ROADWAY AND GUTTER TO BE RETAINED EXISTING SIDEWALKS, STRUCTURES, ISLANDS, CURB EXISTING TRAFFIC SIGNAL CONSULTING ENGINEERS ORTON HOMAS AND SSOCIATES, NC. M A. T A I 6131 FALLS OF NEUSE ROAD, SUITE 106, RALEIGH, NC 27609 (919) 855-9989 FAX:(919) 855-5687 EMAIL: [email protected] NCBELS LICENSE # F-1049 DO NOT USE FOR R/W ACQUISITION INCOMPLETE PLANS DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS P U B L I C M EET I NG M A P ( 65 % DE S I GN ) W AKE C OUN T Y W I DE N I NG P ROJ E C T P LE A S AN T VA LLE Y ROAD C I T Y OF RA LE I GH P ROJ E C T P U B L I C M EET I NG M A P ( 65 % DE S I GN ) W AKE C OUN T Y W I DE N I NG P ROJ E C T P LE A S AN T VA LLE Y ROAD C I T Y OF RA LE I GH P ROJ E C T MAP CREATED BY: PROPOSED RETAINING WALL R W PROPOSED RIGHT OF WAY PROPERTY LINES EXISTING RIGHT OF WAY PROPOSED PEDESTRIAN REFUGE LOCATION GoRaleigh ROUTE 6 BUS STOP PROPOSED TEMPORARY EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED UTILITY EASEMENT CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, 6 ’ C ON C S I D E W A L K 6’ CONC. SIDEWALK SIDEWALK 6’ CONC. -L- STA. 13+80.86 END RETAINING WALL -L- STA. 12+70.90 BEGIN RETAINING WALL SIDEWALK 6’ CONC SIDEWALK BEG. 6’ CONC 6’ CONC SIDEWALK -L- STA. 12+70.90 BEGIN RETAINING WALL -L- STA. 12+70.90 BEGIN RETAINING WALL SIDEWALK 5’ CONC S I D E W A L K 6 ’ C ON C 6 ’ C O N C S I D E W A L K DA TE : M A RC H 15 , 2018 DA TE : M A RC H 15 , 2018 0 . 0 2 0 . 02 0 . 02 2 : 1 M AX V A R I E S 2 : 1 M AX V A R I E S GRADE POINT 0 . 0 2 S T GRADE TO THIS LINE C L TYPICAL SECTION GROUND EXISTING GROUND EXISTING S S BFP BFP I NV= 4 17 . 62 ’ S S I NV= 364 . 71 ’ S S 15 "RCP W 15 "RCP 15 " RC P 18 "RCP 1 5 "RCP 24 " C & G 24 " C & G 3 0"C&G 3 0"C&G 30"C&G 30"C&G CONC I SL CONC I SL C ON C I S L C ON C I S L WOODS GRASS GRASS GRASS GRASS GRASS GRASS G R A S S GRASS G R ASS G R ASS G R ASS G R A SS G R AS S SHRUBS M B S S M.WELL LT LT LT LT SHRUBS LT 7 2 " C H L SIGN 1 5 " R C P S WELL GUA R D P O S T S GRASS 24 " C & G GRASS SIGN P 7 2 "CHL 7 2 "CHL 3 0"C&G 30 " C & G 30 " C & G 3 0 " C & G 30 " C & G WOODS 24 "C&G 24 "C&G 2 4 " C & G SI GN 24 " C & G 24 "C&G 24 "C&G 24 " C & G 2 4 " C &G SIGN SIGN S 72 " W D P LT S S S S S 18 " R C P S 3 0 " C &G 3 0 " C &G 2 4 " C &G 30 " C &G 3 0 " C &G 24 " C & G 24 " C & G 2 4 " C & G 24 " C & G 2 4 " C & G G R AV EL L T LT S S 18 " RC P 18 " R C P S S 1 5 " RC P 15 " RC P S P 12 "RCP END BURI ED S S 24 " C & G S S SIGN S S S WOODS GRASS/SOIL W/ BRI CK COLUMNS 60"SPLI T RAI L S 18 "RCP 1 8 "RCP S 15 " RC P 2 4 " RC P 2 4 " R C P 15 " RC P 12 " RC P 1 5 "RCP 18 " RC P 12 "RCP 15 " R C P 1 5 " RC P 1 5 "RCP 1 8 " R C P 18 "RCP 18 "RCP 18 "RCP 18 " R C P 15 " RC P T T T T T C C T T H H T T T C C C T T H H A / G GA S BFP S 18 " RC P 1 8 " RC P EIR EIR EIP EIR EIP EIP EIP EIP EIR EIR EIP EIP EIP EIP EIP EI P EI P EI R EI R EI P EIP EIP EIP EIP EIP EIP EIP EIP X IN CONC E I P E I P E I P G R ASS S S S S I G N G R ASS S S E I P E I P E I P F L AG P OLE ECM EIP ECM ECM EIP BM 2001 PG 1961 C.O.R. PSE T T S H H H H H H T T T H H H H H H H H S H H T C H H H H EM EM S H H H H EM 8 " D I P 8 "UNK 8 "UNK 1 2 " D I P 16"DI P 16"DI P 8 " U N K 8 "DI P 8 " P V C 8 " D I P 8 " P V C 8 " P V C 1 2 " D I P 1 2 " U NK 12 " P V C 2 " UNK 4 " UN K 4 " UN K 8 " U NK 8 " UNK 8 " UNK 8 " UNK 2 "UNK 2 " UNK 2 " UNK 2 "UNK 2 "UNK 2 " UNK 2 "UNK 10"UNK GRASS S S 1 5 "RCP 1 5 " R C P 1 5 " R C P 24 "RCP 24 "RCP 15 " RC P 1 5 "RCP 3 0"C&G EI P N 8 707 ’ 1 2 " W 98 . 14 ’ N 01 1 7 ’ 57 "E 3 00. 66’ S 23 2 6’ 42 "E N 48 01 ’ 2 8 " E 188 . 89 ’ EIP EIP I NV= 357 . 63 ’ I NV= 366. 45 ’ I NV= 367 . 94 ’ I NV= 361 . 75 ’ 18 " RC P 30 " R C P 3 0"C&G 15 " RC P 24 "RCP END UNK END UNK 18 "RCP 15 "HDPE 15 " HD P E 8 "CLAY 24 " C & G 72 " C H L 20’SEWER EASEMENT BM 1978 PG 885 20 ’ A CC E S S E A S E M E N T D B 1861 P G 559 6 ’ C ON C 5 ’ C O N C 5 ’ C ON C 5 ’ C ONC 5 ’ C ON C C O N C 5 ’ C ON C 5 ’ C ONC 5 ’ C O N C 5 ’ C O NC C ON C C ON C C O N C 5 ’ C O N C 5 ’ C ON C 5 ’ C ON C 5 ’ C ON C 5 ’ C ON C 5 ’ C ON C 5 ’ C ONC C ON C 5 ’ C ONC 5 ’ C ONC 5 ’ C ON C C O N C 5 ’ C ON C C ON C C ON C C ONC BM 1983 PG 457 DB 14205 PG 311 PIN 0786-67-6281 DUNN DEVELOPERS OF RALEIGH INC BM 1983 PG 457 DB 14205 PG 311 PIN 0786-67-6281 DUNN DEVELOPERS OF RALEIGH INC BM 2010 PG 270 DB 16188 PG 593 PIN 0786-67-9150 OF RALEIGH INC PROVIDENCE BAPTIST CHURCH BM 1995-1268 DB 7105 PG 238 PIN 0786-57-3672 WIDGEON ASSOC LLC BM 1959 PG 370 DB 2046 PG 53 PIN 0786-57-4834 CITY OF RALEIGH BM 2008 PG 105 DB 01 PG 01 BARNHILL CONTRACTING COMPANY BM 2008 PG 105 DB 3865 PG 887 PIN 0786-67-0659 BARNHILL CONTRACTING CO. BM 1981 PG 391 DB 7460 PG 657 BARNHILL COMPANY BM 1985 PG 276 BM 1983 PG 802 DB 15875 PG 1246 PIN 0786-67-2433 GALAXY STORAGE TWO LP BM 1989 PG 721 DB 10717 PG 2106 PIN 0786-67-2033 ISTAR BOWLING CENTERS LP BM 1980 PG 923 DB 14841 PG 1209 PIN 0786-67-5611 LOT ID 0115208 BM 1980 PG 923 DB 14711 PG 2351 PIN 0786-67-5309 REPSOUTH PROPERTIES RALEIGH LLC BM 1981 PG 727 DB 14827 PG 1 PIN 0786-67-5109 TRIAD REAL PROPERTIES LLC BM 1981 PG 727 DB 8607 PG 1229 JAVA VENTURES LLC BM 2014 PG 680 DB 15672 PG 1288 PIN 0786-67-5805 SUNSTAR INC NC BM 1981 PG 473 DB 13250 PG 230 PIN 0786-67-3915 HARRIET BRUCE FAMILY LLC DB 15940 PG 1468 PIN 0786-68-0061 OMID LLC BM 2001 PG 541 DB 10722 PG 2160 DEBRA MOLL STEVEN A & BM 1991 PG 411 DB 12090 PG 1633 PIN 0786-58-8376 GLENWOOD ASSOC. LLC BM 1981 PG 473 DB 13250 PG 230 PIN 0786-68-1084 HARRIET BRUCE FAMILY LLC BM 1963 PG 103 DB 15540 PG 2314 PIN 0786-58-4058 AJG PROPERTIES LLC BM 1980 PG 769 DB 9018 PG 700 PIN 0786-58-4270 STEVEN & DEBRA L. MOLL B M 1 9 87 P G 57 8 D B 8714 P G 44 B F M R E A LT Y LL C BM 2010 PG 270 DB 16188 PG 593 PIN 0786-66-4660 K. I. RAMZY ASSEL B M 1980 P G 285 D B 2 73 6 P G 5 1 0 P I N 0786 - 77 - 0 804 MA R V I N W NE L S ON T R U S T BM 1985 PG 276 BM 1983 PG 802 DB 15875 PG 1246 PIN 0786-67-2433 GALAXY STORAGE TWO LP BM 2010 PG 270 DB 16188 PG 593 PIN 0786-66-4660 OF RALEIGH INC PROVIDENCE BAPTIST CHURCH E XI S TI NG R / W E XI S TI NG R/ W EXI STI NG R/W EXI STI NG R/W EXI STI NG R/W EXI STI NG R/W E X I S T I NG R / W E X I S T I NG R / W E XI S TI NG R/ W E X I S T I N G R / W E X I S T I N G R / W E X I S T I NG R / W E X I S T I NG R / W E X I S T I NG R / W E X I S T I NG R / W EXI STI NG R/W EXI STI NG R/W E XI S TI NG R/ W E X I S T I N G R / W E X I S T I N G R / W EXI STI NG R/W EXI STI NG R/W E X I S T I N G R / W E X I S T I NG R / W E X I S T I NG R / W E X I S T I NG R / W EXI STI NG R/W EXI STI NG R/W 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 20 21 22 23 24 26 1 8 20 25 E X I S T I NG R / W E X I S T I NG R / W DESIGN DATA MAX SUPERELEVATION DESIGN SPEED FUNCTIONAL CLASS = 0.04 = 35 MPH = 3-LANE UNDIVIDED 11’ 11’ 11’ *6’ LANE BIKE 5’ 1’ 2’ LANE BIKE 5’ 6" *6’ 2’ 1’ 6" 17" VAR. VARIES VARIES SIDEWALK SIDEWALK END PROJECT BEGIN PROJECT STA 20+00 STA 15+00 STA 10+00 STA 25+00 CURVE DATA PI Sta 14+50.70 D L = 539.31’ T = 270.71’ R = 2,490.00’ PI Sta 19+56.27 D L = 315.73’ T = 158.83’ R = 1,170.00’ CURVE L1 CURVE L2 e = 0.02 e = 0.028 PI Sta 11+08.36 D L = 125.37’ T = 62.87’ R = 665.00’ PI Sta 10+83.25 D L = 166.49’ T = 83.25’ R = 4,800.00’ PI Sta 13+59.85 D L = 385.81’ T = 193.36’ R = 2,290.53’ Y1 CURVE 1 Y1 CURVE 2 Y2 CURVE 1 -L- PLEASANT VALLEY -Y1- AND -Y2- PI Sta 22+95.75 D L = 223.48’ T = 111.82’ R = 2,490.00’ CURVE L3 CURVE L4 CURVE L5 e = 0.02 e = 0.036 e = MATCH EXIST. PI Sta 26+15.54 D L = 144.20’ T = 72.44’ R = 610.00’ PI Sta 28+81.33 D L = 168.85’ T = 96.41’ R = 140.00’ PI Sta 19+56.27 L = 315.73’ T = 158.83’ R = 1,170.00’ CURVE L2 e = 0.028 US 70 ( G LE NW OOD AV E . ) GROV E C H U RC H ROAD DU RA LE I GH ROAD -L- PLEASANT VALLEY ROAD D ELT A L AK E D R I V E C OMM E RC I A L AV E NU E STA 10+00 STA 15+00 S T A 15 + 00 - Y 4 - S T A . 13 + 00 M A T C H L I N E END PROJECT I N S ET 1 - Y 4 - S T A . 1 3 + 00 M A T CHL I NE D R A I N P I P E S T O R M P R O P O S E D D R A I N P I P E S T O R M P R O P O S E D