HomeMy WebLinkAboutSidewalk Plan N. Black Cat Rd - 3.1 Keynotes
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1. CONSTRUCT 3" ROLLED CURB AND GUTTER IN ACCORDANCE WITH I.S.P.W.C. A.C.H.D. r-
SUPPLEMENTAL STANDARD DRAWING SD-702. -- I
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2. CONSTRUCT 5'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH I.S.P.W.C. A.C.H.D. V) vi C3
SUPPLEMENTAL STANDARD DRAWING SD-709. 8 N
3. MATCH EXISTING CURB, GUTTER AND SIDEWALK. U i o p
4. INSTALL LED STREET LIGHT PER CITY OF MERIDIAN STANDARDS. Z to m tw
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5. INSTALL FIRE HYDRANT IN ACCORDANCE WITH I.S.P.W.C. STANDARD DRAWING SD-404. v c O
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6. REMOVE EXISTING BLOW-OFF AND CONNECT NEW 8" POTABLE WATER MAINLINE TO THE (j)
EXISTING 8" POTABLE WATER MAINLINE. IF INSTALLED, RETAIN EXISTING VALVE. ( 3
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7. REMOVE TERMINUS BARRICADES 0 w Q
8. INSTALL INLET CATCH BASIN, TYPE 4, FOR ROLLED CURB (OR EQUAL) IN ACCORDANCE � 'j H m
WITH I.S.P.W.C. A.C.H.D. SUPPLEMENTAL STANDARD DRAWING SD-604-A. J CL> M
-d33 d33 d33 �d33 d33 d33 d33 d33 d33 -�-d33 d33 d33 d33 d33 T d�33 � ���d�3�3 133 d3l3' -d3a d33 d33 -A33\\133 da3 da3 a33 da3 daa 133 da3 113 9. INSTALL SEDIMENT TANK PER I.S.P.W.C. SD-624 AND A.C.H.D. BMP-Ol WITH MANHOLE z � N
M M3 M3 a M3 .0 \ • L1{4Vn���. `VW4Li�,li• M3 M3 3 :a M3 M3 -M3 3 FRAME AND COVER PER I.S.P.W.C. SD-616 AND SD-617. SEE SHEEP 4.0. U C N
30 FG 42.38 FG, 41.76 FG 41.37 FG \ \ 40.99 FG 40.83 FG 10. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) IN ACCORDANCE WITH U U N
I.S.P.W.C. A.C.H.D. SUPPLEMENTAL DRAWING SD-627. DEE DETAIL 3, SHEET S.D.
11. SAWCUT, REMOVE, AND REPLACE APPROXIMATELY 65 SF EXISTING ASPHALT.
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43.50 / / 13 / a33 -- d33 d33 433 Za33 d33 d33 d33 131 d33 III d33 d33 12. INSTALL HORIZONTAL SAND FILTER. SEE SHEET 4.0.
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43.87 EEP FOW d33 - -d33 d33 a33 -d33 - - ---- 203 EEC------------4] 71�E -- -- 1, kEP------- - 1 3 E�-- ---------------- 4AZ3 EEP --------- - ---- _ z
------- I I 13. RETAIN AND PROTECT EXISTING UTILITIES.
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III \ 111 A 42.8 OW ���42.30 FOW 41.80 N� -- --- 0
43 26 BOW _4T.35 FOW �g 40.93 EFOW 40.52 EFOW (7�-
42:89 BOW 42.39 BO 41.89 BOW _ - 1114 PROP! 41:02 EBOW / 40.52 EBOW U
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EXISTING
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GROUND--
5" THICK CONCRETE SIDWALK .?•� 4�
PER A.C.H.D. SD 709 WITH SOD THIS SIDE EXISTING EDGE OF PAVEMENT
CRUSHED AGGREGATE BASE. GRAVEL SIDE SLOPE, THIS SIDE
COURSE - 4" MINIMUM
THICKNESS UNDER SIDEWALK. CONSTRUCT BORROW DITCH }
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Black Cat Road Half-Street Section o }
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SHEET NO:
3 . 1