PROJECT
LOCATION
1. SHELBY LANE TRAFFIC CALMING - PROJECT MAP
2. RAISED CROSSWALK #1
3. RAISED CROSSWALK #2
4. RAISED CROSSWALK 1 & 2 DETAILED VIEW
5. STRIPING PLAN -16. STRIPING PLAN -27. SIGNING AND STRIPING X-WALKS8. DETAILS SHEET INDEX:
SELBY LANE 10.5
SELBY LANE
LEGEND:
HOUSE NUMBER
6" STORM DRAIN GRATE AND RISER, 4' X 4' CONCRETE APRON
W.V.
EXIST 6" STORM DRAIN GRATE AND RISER, 4' X 4' CONCRETE APRONEXISTING 6" HDPE STORM DRAIN PIPE
WATER VALVE
ADA TRUNCATED DOMESASPHALT CONCRETE SURFACE
(ADJ. TO GRADE)
PROPOSED RAISED CROSSWALK
PROPOSED 3" AC / 6" ATPB (CLASS II)
ASPHALT PATHWAY
EXISTING MARKINGS TO REMAIN
ASPHALT TREATED PERMEABLE BASE (ATPB)
SEE DETAILED VIEW ONSHEET 4 (X-WALK #1)
PROPOSED 3" AC / 6" ATPB (CLASS II)
ASPHALT PATHWAY
W.V
ROW ROW
ROW ROW
START X-WALK #1@ STA 4+99 END X-WALK #1 @STA 5+21
10.5 SELBY LANE
SELBY LANE
LEGEND:
PROPOSEDEXISTING
(P)(E)
W.V.
ELEVATION54.64
WATER VALVE
ADA TRUNCATED DOMESASPHALT CONCRETE SURFACE
EXISTING CROSSWALK ALIGNMENT
ASPHALT TREATED PERMEABLE BASE (ATPB)
PROPOSED RAISED CROSSWALK ALIGNMENT EX. SEWER MANHOLE
ADJUST TO GRADE
EXISTING MARKINGS TO REMAIN
PROPOSED 3" AC / 6" ATPB (CLASS II)
ASPHALT PATHWAY
PROPOSED 3" AC / 6" ATPB (CLASS II)
ASPHALT PATHWAY
SEE DETAILED VIEW ONSHEET 4
ROW
ROW ROW
ROW
START X-WALK #2
@ STA 8+60 END X-WALK #2 @STA 8+82
RIVEWAY
CHOOL
54.55 (E) 1.5% MAILBOX 54.40 (P) 54.40(E) 54.86 (E) S.S.
1.5%
55.06 (P)54.72 (E)
54.70 (E) 55.06 (E)
55.12 (P)54.78 (E)
6.6% 7.2% 54.90 (E) 7.5%6.5% 54.97 (E) 9+00 54.80 (E) 54.60 (E) 55.98 54.45 (E) 55.09 (P)/ 54.58 (E) 55.14 (P)/ 54.84 (E) 54.55 (E) 54.65 (E) 55.19 (P)/ 54.86 (E) 54.45 (E)
55.04 (P)
54.43 (E)
54.66 (E)
55.02 (P)
1.5%
54.96 (P)
55.34 (P)
55.01 (E)
DRIVEWAY
SCHOOL
54.15 (E)
54.86 (P) /54.53(E)
54.53 (P) / 54.20(E)
54.58 (P) /54.25(E) 54.54 (P) /
54.31(E)
54.59 (P) /54.26(E)
54.57 (E)
54.25 (E)
54.51 (E)
54.54 (P) /
54.54 (E)
54.09 (E)
54.52 (P) /
54.30 (E)
54.25(E)
54.17(E) 5% W.V. 5+00 5%5.0% 4.5%
0.2%
54.16(E)
54.15(E)
54.49 (P)
54.43 (P) LEGEND: 6" STORM DRAIN GRATE AND RISER, 4' X 4' CONCRETE APRON PROPOSED EXISTING (P) (E) W.V. 54.64 ELEVATION EXIST 6" STORM DRAIN GRATE AND RISER, 4' X 4' CONCRETE APRON EXISTING 6" HDPE STORM DRAIN PIPE WATER VALVE ADA TRUNCATED DOMES ASPHALT SURFACE (ADJUST TO GRADE) EXIST. SIDEWALK & CURBING (M.H. / FRAME (ADJ. TO GRADE)) ASPHALT TREATED PERMEABLE BASE (ATPB) S.S. SANITARY SEWER 2CONSTRUCTION NOTES: INSTALL HDPE RISER, GRATE AND APRON @ STA 4+95 REMOVE RISER AND CAP / RESTORE EXISTNG PIPE MAIN AND BACKFILL @ STA 5+02 START X-WALK #1 @ STA 4+99 END X-WALK #1 @STA 5+21 END AC PATHWAY @ STA 5+24 EXIST. EDGE OF AC PAVEMENT START X-WALK #2 @ STA 8+60 END X-WALK #2 @STA 8+82 END AC PATHWAY @ STA 8+82 ROW ROW 6' BEGIN AC PATHWAY @ STA 5+07 BEGIN AC PATHWAY @ STA 8+63 8' 1.5' 1.5' 1.5' 1.5' 10.5' SEE STRIPING PLANS 10.5' 10.5' 10' 10' 6' 6' 5' 5' 7' SEE STRIPING PLANS SEE STRIPING PLANS REMOVE CONCRETE START @ STA 8+52 REMOVE CONCRETE END @ STA 8+52 10.5' 1 1
2 10.5
10.5 10.5
10.5 MATCHLINE S( EE BELOW LEFT)
MATCHLINE S( EE UPPER R GI HT)
MATCHLINE S( EE SHEET 6)
START OF PROJECT
LEGEND:
HOUSE NUMBER
S
E
L
B
Y
L
A
N
E
S
E
L
B
Y
L
A
N
E
10.5'
10.5'
10.5'
10.5'
10.5'
10.5'
10.5'
STA 0+63
STA 0+65
STA 2+03 STA 2+59
STA 10+65
STA 11+59
STA 15+64
STA 16+40
10.5 10.5
10.5 10.5
END OF PROJECT
MATCHLINE S( EE SHEET 5)
MATCHLINE S( EE BELOW LEFT)
MATCHLINE S( EE UPPER R GI HT)
LEGEND:
HOUSE NUMBER
STA 24+68
STA 25+70
STA 23+31 STA 24+01
STA 27+22 STA 27+89
STA 33+35
STA 34+10
STA 37+86 STA 37+21
STA 41+06
STA 41+06
XING
XING
DRIVEWAY
SCHOOL
DRIVEWAY
SCHOOL
DRIVEWAY
DRIVEWAY 10.5 10.5 4+00 5+00 6+00 7+00 8+00 9+00 10+00 181 170 165 168 1642 170 SELBY LANE 185 LEGEND:HOUSE NUMBER 6" STORM DRAIN GRATE AND RISER, 4' X 4' CONCRETE APRON EXIST 6" STORM DRAIN GRATE AND RISER, 4' X 4' CONCRETE APRON EXISTING 6" HDPE STORM DRAIN PIPE 21345CONSTRUCTION NOTES: INSTALL 10' RAISED CROSSWALK WITH 6' RAMPS (YELLOW) INSTALL YIELD LINES INSTALL R1-5 SIGN & POST INSTALL W11-2 & W16-7P SIGNS & POST INSTALL W17-1 & W16-9 SIGNS & POST REMOVE EXISTING YIELD LINE ARROWS (4) 2 8 6 9810 REMOVE EXISTING YIELD LINE ARROW (1) REMOVE SIGN & POST EXISTING MARKINGS TO REMAIN INSTALL 6" THERMOPLASTIC EDGE LINE (FOG LINE) ADD 6" YELLOW THERMOPLASTIC ON HUMP TRANSITION (EXISTING TO X-WALK STRIPING) (TYP.) 8 7 9 2 6 1 1 2 9 10 10 8 8 ROW ROW 4 4 3 5 5 3 4 4 5 3 5 3 11 11 R=15' END 6" LINE AT RAISED CURB 7
YIELD LINE DETAIL
NTS
DIRECTION OF TRAVEL
VEHICLE LANE
DETAIL F
SIGN INDEX:
R1-5 LADDER CROSSWALK DETAIL
NTS
DETAIL E W17-1
W16-7P
S1-1
W16-9P (24" x 12")
10'
1'
1'
3' 2'
3'
1' 2'
6' 10' 6'
3'
4"
2"
EXISTING
PAVEMENT
EXISTING
PAVEMENT