HomeMy WebLinkAboutPlan Profile W. Torana Court - 3.0 - I Keynotes
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1. CONSTRUCT 3' ROLLED CURB AND GUTTER IN ACCORDANCE WITH I.S.P.W.C. A.C.H.D. O
SUPPLEMENTAL STANDARD DRAWING SD-702. Z O cj
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w v o _ 2541- 1 it I w 2. CONSTRUCT 5'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH I.S.P.W.C. A.C.H.D. V) - i O
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- - - - n w SUPPLEMENTAL STANDARD DRAWING SD-709. W O
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m+ \ n N _ I I 3. MATCH EXISTING CURB, GUTTER AND SIDEWALK. Cu 'a o
zo N - Y/ I a 4. INSTALL LED STREET LIGHT PER CITY OF MERIDIAN STANDARDS. z to m
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z / i m-25�1 ®i w ( / u 5. INSTALL FIRE HYDRANT IN ACCORDANCE WITH I.S.P.W.C. STANDARD DRAWING SD-404. z m O
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N s o 2541 t0 1 w _ 6. REMOVE EXISTING BLOW-OFF AND CONNECT NEW 8" POTABLE WATER MAINLINE TO THE +°� 3
- - - - , a N+M ,' p 69 T o ✓ w EXISTING 8" POTABLE WATER MAINLINE. IF INSTALLED, RETAIN EXISTING VALVE. a N
M o n 4 (� / �� 1 w I z N 3
z o - - G 7. REMOVE TERMINUS BARRICADES
8. INSTALL INLET CATCH BASIN, TYPE 4, FOR ROLLED CURB (OR EQUAL) IN ACCORDANCE Lu y M
\ S hpo6 yo \ "i�2 o j I WITH I.S.P.W.C. A.C.H.D. SUPPLEMENTAL STANDARD DRAWING SD-604-A.
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\ / 2'� Sri i a ! a I I 9. INSTALL SEDIMENT TANK PER I.S.P.W.C. SD-624 AND A.C.H.D. BMP 01 WITH MANHOLE � N M
\\ \ 7 \ \ W FRAME AND COVER PER I.S.P.W.C. SD 616 AND SD-617. SEE SHEET 4.0. z c N W
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\ \ x O - -2541 >� m 10. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) IN ACCORDANCE WITH V U N O
\ 3 59 ELOG 40.8 LOG P2> > W• orana Ct. 5 r i I I � r"+ � W I I.S.P.W.C. A.C.H.D. SUPPLEMENTAL DRAWING SD-627. DEE DETAIL 3, SHEET 5.0.
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1 O� ~g �w 4 /3 b T� `V w 11. SAWCUT, REMOVE, AND REPLACE APPROXIMATELY 65 SF EXISTING ASPHALT. �O�
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`x, 1 ,,/40.97 TR \ N ;' mo f �I 12. INSTALL HORIZONTAL SAND FILTER. SEE SHEEP 4.0.
VY . Torana Ct. 0 6 h 40.76 LOG >>n g a i m w w j
o+ T 1 12% / \ + i w 2679" 8 I ct
13. RETAIN AND PROTECT EXISTING UTILITIES.
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_ CO / 172.5 LF 8" PVC ® 1.26% f ELEV=40.93 o P I J
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HORIZONTAL SCALE: 1"=XX'
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,.:�.�...�____.._.._. w�_ � _ _ -_____ � �`v-. _._€ _ € W. Tor a a Ct. i � �__� . _.,__ NOTe I ALL SEWER SERVICES THAT ~z nw
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Existing Z o i N. lack Cat Rd. k Torana Ct Z=o a ' rn ��+ LONE 3 I
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EXI TING GROUND m w i o° m o
2542 - - - - - 0.57% - - - - 1 I E 4 [ ______ ___�2542
[ i N FINISH GRA E =111 o e ( w
1.12%�
FINI GRADE
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I i EXIING GROUND -
2540 � _._ ..�. ___ ---� _- 2540 I
EXISTI GROUND I
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2538 ----- --EXISTING 8" WATER _ STATION=1+73.44 2538
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RIM- 540.06
I ---------- _ I I 8"�INVERT OUT=253324 (W)
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I 8" C-900 � I
I R-18 WATER
2536-�
6" C-900 R-18 WATER m
I TO FIRE H RANT �
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2534 __ NEW SAN ARY SEWE j - 1 2534 > O
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I -�������� � REMOVE EXISTING CLEANOUT A D SERVICE (TY�.)
CONNECT T EXISTING 8" S ER I 1
INVERT=25 ,1.06 I
I G ® 1.267
8" ASTM -3034 SDK 35
2532 _ 51�_ ___ __ _ ___ _ __ _ �2532 i0 _ = 2p ( o
- i HORIZONTAL SCALE: 1"=20'
j ism AG 8" PVC ® 1.2
2530- ,-.-_.__ _ -L - __ -_ _._. _ _ _ _. _ a 2530 '
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I 3 § SHEET NO: _
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2526 2526