20211813 Ver 1_B4805_Rdy_tsh-Default_20211202

PROJECT REFERENCE SHEET NO.
DETAIL rI TECTION TOE PRO 176P.7.R.124-ROCKINGHAM 9 4
(Not to Swlel
BEGIN BRIDGE END BRIDGE s ROADWAY DESIGN HYDRAULICS
-L- Sta.14+83.38 -L- Sta.15+60.63 \� FXON� ENGINEER ENGINEER
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0 0 a -L-STA.13+75 TO 14+50 LT
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MOTE MACDONALD 18 E,LLC
LICENSE NO.-69
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DOCUMENT NOT CONSIDERED FINAL
BEGIN APPROACH SLAB END APPROACH SLAB PfBpUNLESS ALL SIGNATURES COMPLETED
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-L- Sta.14172.50 Office af: M
-L- Sta.15+7L50
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NC 2]626
mACD°NALD Fug PO°oY-Vadna,
PS - PAVED SHOULDER
SKETCH SHOWING BRIDGE/ROADWAY RELATIONSHIP
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OCITY 092 RP D8312LE
JOHN N.NESTER III,ET ALS PB 16 PG
WB 08E PG 299 y PB 30 PG 86
woods PB 33 PG 77
DB 399 PG 496 CLASS II RIP RAP
DB 1312 PG 367 TOE PROTECTION UP TO EL.702.7'ITYP.)
SEE DETAIL A (STRUCTURE PAY ITTEM)
EST.50 TONS RIP RAP m m
EST.60 Sy GEOTEXTILE N N CLASS B RIP RAP
-L- PC Sta.10+00.00 �I m m EST.7 SO GEOTEXTILE NS +70.5
BEGIN PROJECT 17BP.7.R.124 \_ Ex.RNJ
WOODS -L- POC Sta.13+50.00 0 �� +40
+zi 6%s
EX. 41.5' +-R
BEGIN CONSTRUCTION E 1 3.5
woaos 61.5. / m
WOODS @ �. H'+48.5
-L- POC Sto.13+00.00 +00 56 EX.RR/ M1 \\� �W000s 0 -L- PT Sto.17+64.37 BM2
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- IS•RCP 1 -S- 0 6°D2'S4.1 a 9� l0_ e SR 2406 IROMNORKS RD
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.32'o'O / 30.02' i 48'xwD RAIL +SO.62 EI 76 34.20' IR/W,29.08' /W FPUEPPUE40' /
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BLOCK I I `W EX.RNJ +72 WOODS
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DANNY & PATRICIA LINEBERRY
Q ,rrj v l I t BI 1\ 46' 1� DB 781 PG 558
SAMANTHA KALLAM MATTHEWS / / tr' I ; -L- PT Sto.14+67.57 +63 'w I woods - 36'CMP
1 1 5.5' _ +74.5 EXCAVATION �' 1
DB B II G 1108 1 LGHT 81' m LIMITS
PB II PG 12 1 POLE 81,
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-L- PCC Sta 12+72.48 m m aas . N.. z woaos END CONSTRUCTION
N
O woaos �°o END PROJECT l7BP.7.RJ -L- POT Sta.17+72.00
s' -L- POT Sta.17+00.00
RICHARD & SUSAN GAULDIN woods ! -L- PC Sto.l7+/1.47
DB 989 PG 612
RICHARD & SUSAN GAULDIN /W COOS
m
BESOSSOMANE
N
4 DB 849 PG 488
CITY OF REIDSVILLE DB I015 PG 202
DB 1076 PG 2094
DB 921 PG 832
N S`ti tio' J PB 33 PG 77
PB 30 PG 86
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P/Sta 11+36.33 P/Sta /3+70.10 P/Sto /7+37.92
= 5"/0'38.0"(LT) L = 5°35'19.5'(LT) L = 0°22 43.9'(LT)
N °° D = I°54'OOJ° D = Z 51'53.2' D = 9 42'58.3'
c0 o L = 272.48' L = 195.08' L = 52.90
o cc -I-,' T = /36.33' T = 97.62' T = 26.45'
R = 3.0/5.52' R = 2,000.00' R = 8,000.00'