HomeMy WebLinkAboutC3.09_Roadway Plan & Profiles S Country View Way Sheet Notes: �1 ��_�
I I I � / /•►.
I W Evening Sun St 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE / T H E
-- IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
I I % — — _ MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAND
' I See Sheet C3.1 O I -� NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. •
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� 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
B7 L16 I I co I ) APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
C.6
CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
I LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
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� I CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
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o I I DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
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EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
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O r CDN r I I 1 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
CB 23 (0� ' 1 LQ m o I �+ net DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
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INLET PER ISPWC SD-601 `�' _ _ — — I I I 1 SEE a71"IEET {jL.16 FOR PRIOR TO DIGGING.
STA: 311+65.03, 15.71'L C,, /
RIM: 2662.85± — — - - — �, i °o I I 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
SUMP:2659.23 + - _ _ _ _ _ _ - - -�Q M ��s I I INTERSECTION DETAILS
JT: 2660.23, 12-IN PVC (E) I I 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
— — — — — — — M o CD I EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
- a w °O I I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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' ---- 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
O ------ ---- N O 313+00 — — — y — CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
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WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
66� 2 I I DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
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CL) �- — —+� 1 SLOPES.
� CB 24_ 8-,SS _Q 312+00 �, � i _ ��
Q)LET PER ISPWC SD-601
.=-A: 311+65.09, 15.37'R 2
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CARIM: 2662.84± N 1: 1 Roadway & Drainage Notes:
C13 SUMP:2659.10 0 4 00
CW660.10, 12-IN PVC (W) 2663 _ ---- -
y ---- I I 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2660.10, 12-IN PVC (E� --
�7-LF OF 12-IN PVC AT 0.40% 1 �'� I I� 131 L33
2. CONSTRUCT TYPE H PEDESTRIAN RAMP PER ACHD SUPP SD-712H WITH
O O rn U? I TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
SD - CP k ti5 I FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
VC AT 0.00% LQ
2 R69.5' I CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. N
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— — — — 7 _ _ — — \ �� 4 0 __ I 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUPP SD-604A FOR ROLL CURB.
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c'6' 6' R55' +
SG 03 — r� 1 ��,so co oo I I 4. INSTALL GROUNDWATER OBSERVATION WELL PER DETAIL 2 SHEET C2.50.
1500 GAL. S&G TRAP_ — - +— / / a� S' � y
STA:311+63.16, 22.32'R �,�, ' AlbN
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RIM: 2663.20± _7 � � I. p p
SUMP: 2656.04 m�� 4�— , ��
IN. 2660.07, 12-IN PVC (W) , = ,, ,- See Sheet C3.11
9UT: 2659.22, 18-IN PVC (S) \ / Q
S Sun Drenched Ave 1
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/- \ 0 20' 40'
S Country View Way Q a)
Horizontal Scale: 1" = 20' y
Curb Legend:
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2676 2676 STANDARD 6"VERTICAL CURB AND W
S. Country 'View Way: Sta. 311 +80 - 313+00 GUTTER PER ACHD SUPP SD-701 also
HORIZONTAL SCALE: 1 := 20' STANDARD 3"ROLL CURB AND O a)
VERTICALSCALE: 1 = ? GUTTER PER ACHD SUPP SD-702 C"
2674 2674 _
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2672 2672 O = o 0
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2670 / 2670 Revisions
2668 / / 1 2668
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2666 / EXISTING GROUND AT CENTERLINE / co w � 2666
2664 0.95% 2664
5`'ZoNAL ENS
PROPOSED GRADE AT CENTERLINE
2662 2662 10961
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2660 2660 DZ/1 a12025
Project No.: 121172
Date of Issuance: 02-18-2025
Project Milestone: PERMIT SUBMITTAL
3 Q EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION
AT CENTERLINE AT CENTERLINE Roadway Plan & Profiles
2658 2658 S Country View Way
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