HomeMy WebLinkAboutPlan & Profile - W. Torana Court 3.0 22 I �' �j I0 1I� w w Keynotes
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°oOo 1. CONSTRUCT 3" ROLLED CURB AND GUTTER IN ACCORDANCE WITH ISPWC ACHD C O
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SUPPLEMENTAL STANDARD DRAWING SD-702. m m
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+001 1 2. CONSTRUCT 5'-0" WIDE CONCRETE SIDEWALK IN ACCORDANCE WITH ISPWC ACHD uj C3
Ld+ u N I SUPPLEMENTAL STANDARD DRAWING SD-709. p
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0 %LO'£ 3. MATCH EXISTING CURB, GUTTER AND SIDEWALK. > 'o c�
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w r z / �P o 4. INSTALL LED STREET LIGHT PER CITY OF MERIDIAN STANDARDS.S 0 to Cu
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o N 25g1 o o m I r 5. INSTALL FIRE HYDRANT IN ACCORDANCE WITH CITY OF MERIDIAN SUPPLEMENTAL SPECS " c
_ lO ( �2 / �I w STANDARD DRAWING NO. W8 & W9.,[J`t v
NOT APPROVED _ _ - +M 69 T II � Ncu
- - \ d o - O O 4 8 \ � I / 6. REMOVE EXISTING BLOW-OFF AND CONNECT NEW 8" POTABLE WATER MAINLINE TO THE v N 3
- - - = \ \ \ x a> - ` /�� � / EXISTING 8" POTABLE WATER MAINLINE. IF INSTALLED, RETAIN EXISTING VALVE. 3
FOR z \\ ��6� p� 10 / t4 (�as � z 7. REMOVE TERMINUS BARRICADES. � M OC)
CONSTRUCTION - - -- - - S - - - - -I - -I / R?` \ ' 4 5� ` m i j N 8. INSTALL INLET CATCH BASIN, TYPE 4, FOR ROLLED CURB (OR EQUAL) IN ACCORDANCE tw
/ ( ao WITH ISPWC ACHD SUPPLEMENTAL STANDARD DRAWING SD-604-A. - C+1
\ 7 O \ \ - -2541 5 v m 9. INSTALL SEDIMENT TANK PER ISPWC SD-624 AND ACHD BMP-01 WITH MANHOLE N CM 06
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41. 41.0 TRC ��T w FRAME AND COVER PER ISPWC SD 616 AND SD-617. SEE SHEET 4.0. o M O
3 L59 ELOG 40. 2 LOG ° 1 \ 7 W. Torana St. ��T - A�b T n cv N
EXISTING 8" WATER MAIN - - - 10. INSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) IN ACCORDANCE WITH
--Ew- ew ew 0 w w 1.15%w \ 1 A ISPWC ACHD SUPPLEMENTAL DRAWING SD-627. DEE DETAIL i, SHEET 4.0. O1
w/ `w w w-mow w w w w w w 1 P
173 LF " W TER MAIN i40.97 TR WA MAN,
x 6 1 ha 4D 76 LO \ \\ 9 _ `° $ 15 11. SAWCUT, REMOVE, AND REPLACE APPROXIMATELY 65 SF EXISTING ASPHALT.
W. Torana St. �� � � � o - I �.� I, u, �
40.93 CL o \ 41.39 CL 8
0 7 1 12% / + \ 2.67% o I 12. INSTALL HORIZONTAL SAND FILTER. SEE SHEET 4.0.
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-_ - mo dx� a'� �' �--� �.
I I m rrCCl 13. RETAIN AND PROTECT EXISTING UTILITIES.
CO f 172.5 LF 8" PVC �1.26% 1 O I _ V 14. SAWCUT, REMOVE, AND REPLACE APPROXIMATELY 1,678 SF EXISTING ASPHALT.
- exss SS exss x ss ss ss / ss ss ss ss - ss _SS ss =rs ss -ss -ss ss / I I - %94 Z I w x
1 / 1.07% / / SSMH 1 / i , - w
Og / STATION=1+73.44 / I ( I o� N I V 15. TAP EXISTING 12" LINE ADD 12" FLANGE GATE VALE AND 12"X8" FLANGE REDUCER.
RIM=2540.35i
/ /3 41.57 Q 41 O6 LO 4 . 1 1 8" INVERT OUT=2533.24 (W) - I O I i 'I m 1 ~ 16. ADD NEW ASPHALT PAD APPROXIMATELY 120 SF.
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HORIZONTAL SCALE: 1"=20' Block 1 / w_
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OAKCREEK SUBDIVISION No. 3 12 I � - m n 3
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2546- _ ._ _ --- - _ � �_ _ _�
W. Torana St. ����� I a a
N. Black Cat Rd. E '� z
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o .- __--____ __ _._____.____ �_____ __ _._ _._. ..__...___ ._.__ ____ C
2544- _.._.__..__.___ _____ �__ _ . _.-..--__-._-._ - _______ z d �_ .... _ __...__._..__--__-2544 z
Existing �-'-„+� l `�--____ ___�___..___- I N M ( Y�,� I � ,",, o- �'
o n 1 II t€[
. Torana St ��'" IZIO rnoo +`N ; mzzo C m .'o N+N
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EXI TING GROUND m��nw I [ m±z ( oo¢ I ( �¢w �O _
0.57% zo �q¢ IN
2542-{ -- - _ --- _ _ _._.___-___._ ..._._.., ...._...._ o ca _......_._. _FINISH G E � w o¢ 4 46� i 3 w m w`- - ----
1.12% w � - I <¢? 2% 6jg° 2.00% 2 059, i \
l -- - -- --- 1.00% 4 - w
{F - - - - - - i -2.6I9, zoo
I EXITING GROUND --- - _ " ¢
e " +
2540 ;( - [ _ _ _. _+_ --2540
EXISTI GROUND ?� � a g
4" PRESSURE IRRIGATION IN j m `
a 6" SLEEVE w
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3I I I O O
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2538- i�------- __ __ _ _ ----�-_-� ...�____..__-- -- _-_____ __..__._._�,____ .______ _....__- STATION=1+73.44- - �„Z, 12" CLASS 3 _____.__ f _......------,- 38
�NG 8 - _ ___._ _._._
p' TER RIM=2540.35 w CONCRETE PIPING
---
,1 -- - GRAVITY IRRIGATION
---- .......
4 I 8" INVERT OUT=2533.24 (W)
-- � RA N
----- I _z C_900 DR-18 WATER N
] ! 8" C-900 DR-18 WATER 1 8
3 _
e j N
I $99 2536
2000 .. j
i 5.00 5.00 j w
45' RESTRAINED w
i JOINT BEND WITH
¢
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THRU T BLOCK w a
I, EW SANITARY SEWER 45 _.__ __ " d
2534-+ - _ SERVICE (TYP. -_ __ __ - RESTRAINED _. - - - 2534 o
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JOINT BEND NOTE: INSTALL PER MERIDIAN _ > Q
REMOVE EX TING CLEANOUT A D WITH DRAWING W15-A - BELL AND E
CONNECT T EXISTING 8" SEER 12" STEEL CASING WITH 8" SPIGOT PVC WATER MAIN IN I I
INVERT=25 .06 1C-900 PVC AND CALPICO SKIDS STEEL CASING DETAIL
I 35 PVC ® 1.26% PER MERIDIAN DRAWINGSW2
� g' ASTM D-3034 SDR I � [ � € E
2532- - __�172.5 LF __ _ _ _ __ _ -- ----- -- 2532 20 0 20 o
_ __- 1 =
P1C � 1.2 °
(STING 8" - - E HORIZONTAL SCALE: 1"=20'
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2530 _ -_ __ _ _.. ---____ -- ---- 3
_.�2530
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¢ w O S
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2526- _._ ____ �_ __;.___ __�__ _...- ___ _. -_.._.- _ _. _____ -_ .._ - i 1 __-------_1 __ ] _. _. .---- __.l__. __. - _ F 2526 SHEET N
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