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HomeMy WebLinkAbout20190514 Ver 1_16-0940 001_Hyd_pmt-revised_psh04_20200422G D 0 W 0 0 z4f -L- -MUP- PROJECT REFERENCE NO. SHEET NO. Pl Sto 14 +17.24 Pl Sto 13 +3/.52 Pl Sto 13 +78.13 E. YOUNG ST. PH.11 4 A = l° 09' 02.0" (LT) 0 = 38° 38' 2/.2" (RT) A = 37° 46' 00.9" (LT) -Yl- POT Sta. 10+00.00 - � O R/W SHEET NO. D = 0° 34' 22.7" D = 8/° 5/' 04.0" D = 8/° 5/' 04.0" o ROADWAY DESIGN HYDRAULICS L = 200.81' L = 47.21' L = 46.14' p ENGINEER ENGINEER T = 100.41' T = 24.54' T = 23.94' o Y2- POT Sta. 10+00.00 R = 10,000.00' R = 70.00' R = 70.00' SE = EXIST DOCUMENT NOT CONSIDERED FINAL NCDOT 1 PID 1768383699 UNLESS ALL SIGNATURES COMPLETED � -< 805 E YOUNG ST N 26.35 ACRES 1 G DB 14835, PG 1205 r C G ?o,� O O� G \\ Q- coj o . \\\\ k CJ O m y \\\ Z) � C o I \\\4u O n SCARBORO FAMILY LIMITED PARTNERSHIP SCARBORO FAMILY LIMITED PARTNERSHIP = PID 1768596016 \\\ o PID 1768596016 � 3201 CENTURY FARM RD � O \\ O 3201 CENTURY FARM RD T 7' 144.85 ACRES \\\ 144.85 ACRES DB 7436, PG 445 \\ DB 7436, PG 445 END -MUP- POT Sta. I +16.18 = -L - POT Sto. 20 +88.64 ( 3.12' LT) o -L- PC Sta. 13 +16.83 \�\ -MUP- PT Sta. 14 + 0.33 \ \\\�\ \ ASPHALT \ -L- +55"5/ -MUP - PC Sta. l3 +06.98 -L - POT Sta. l0 +00.00 62.03' LT l EOPJ \ \ �\/-fc \ RETAIN SYSTEM NCDOT \ \\ �0D \ ^ry O BEGIN -MUP- POT Sto. 10+00.00= TEMPORARYIMPACT PID 1768383699 \r RCP24"(239 805 E YOUNG ST PROP. CONC°ISLAND ; F -' -L- POT Sto.16+79.46 (55' LT) 26.35 ACRES , �p0 Rai ti \ - PERMANENT IMPACT BEGIN CONSTRUCTION DB 14835, PG 1205 (SURFACE MOUNTED) R-_ \ PROP. l0' (182 SF) -L- POT ST A.12 +00.00 ( P A" - - 5 \ -MUP - +02.59 �� A v P�"` 5.00' RT MULTI- l -USE PATH _ N , OO GRADE TO 3 . OD I �� IO+ F \\ Q\ DRAIN - - ---- of (+ I� w000 AREA -l5'----,a��- - - o��,�N.P24 ET - �\ ------ '14 F Cam\ \\ a Z- 11 r� z \ C F GRASS GRASS oo _ _ COLLAR AND ------ \�p- GRASS b n..,<i _ - - - _ DATR // O �.i---- _ T __ EXTEND DAT- -mi LbF� - iSATft- -I _ R R 70 CIO-' -ao� ------ �---- ------ 'I - ____� �/� ---- -"- --- DAia- - - - - -- 5 5'T -CMP15 OATR �G' o _ l0 00 �_ ---- --- ---- ---�- $_ + s 8 32° 50' 36.0" E ao� ao� I� x _�-- B---- o l5 00 �o R S 3/` •1' 34°0° E - --- .15PHALT ROADWAY �ONCRET I ao� EAST YOUNG S T F. o� �� 2' WIDE ----- 6-- pATR RETAIN -- ,I 28.85 LT (EOP) \�\ TRUNCATED --- UATR - - - - (ROUTE1003) ORCPi8" O II -- _____---D-- ----GAiR--- �t 3R ��, , a CP78" _______ - _ -- _�-----G- --- --- - -�R-- DOMES VARIABLE WIDTH RIGHT OF WAY - - _ c_ _ _ _ _ I oArR -�-°- - \\ - - °ATR-JL-------- " GATR / L D _ OR - - I a-- y GRA55 O DATR _ _ _ _ r_ "h-t W - - - - - - �� / �� 1- "I �T �j�_Q{�d\\ \ UI 4 O�Rt. H UST B 621.5. GRA55 TEEE ONE _ - y \3 w000 AREA _ _ _ IIII CEDAR LAKES HOMEOWNERS ASSN INC JUNCTION FRCP/ ¢ \ \ • III+ \ // RCP18" 4 \ ,L �aCP i _ _ _ - w000 AR PID 1768283479 AREA 4 } *� � OPEN SPACE DB 12756s PG 1369 e� �® \ \ II / \ - ` \ �' FILL IN AREA AS NEEDED END CONSTRUCTION \ o \ g` m ac - SUCH THAT GRADE IS AT -L POT ST A. 2/+25.00 \�001 JB ELEVATION � - \ -MUP- PRC Sta. 13+54.18 / ® \ TUkV MARKERS ( . P°) _ _ + = FERGUSON, MICHAEL P \ - OT STD. 1266°0/ Y2 POT Sta. l5 00.00 / \\ \\ \ \ L- POT Sta.2/+25.2/ PID 1768284275 626 TOLEDO CT \ DB 16982, PG 144 \ \t / HARTSFIELD, JAMES & TORI PID 1768284173 PULLEY, JAMES E & PHYLLIS / 622 TOLEDO CT PID 1768274942 J DB 12192, PG 2167 880 E YOUNG ST -L - PT Sta. 15 +17.64 REF DB 4642, PG 542 PROPOSED SIGNAL GRADE MITCHELL F RABIL FAMILY IRREVOCABLE TRUST PID 1768166987 (SEE SIGNAL PLANS) 890 E YOUNG ST / 28.09 ACRES / MITCHELL F RABIL FAMILY \ DB 5695, PG 745 IRREVOCABLE TRUST DETAIL A STATION ELEV. LT ELEV. RT 10 + 00 412.95' 412.75' 10 + 10 412.68' 412.47' 10 + 2 0 412.40' 412.2 0' r. io +oo "-6" CONC. SLAB 2' WIDE TRUNCATED DOMES 10' ASPHALT MULTI -USE PATH PID 1768166987 890 E YOUNG ST 28.09 ACRES DB 5695, PG 745 G 3) 0 G �O a� A G oG) �J o o v a -Yl - POT Sta. 20 +00.00 F F DENOTES FILL IN WETLAND DENOTES MECHANIZED CLEARING NOTE: CONTRACTOR TO RELOCATE ANY EXIST. SIGNS IN CONFLICT WITH PROP. IMPROVEMENTS. A. MORTON THOMAS AND ASSOCIATES, INC. 6131 FALLS OF NEUSE ROAD, SUITE 106•RALEIGH, NC 27609 (919) 855-9989• NC LICENSE NO. F-1049 AMTWWW.AMTENGINEERING.COM