HomeMy WebLinkAboutC3.08_Roadway Plan & Profiles S Country View Way Sheet Notes:
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1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE rIA 0
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND
B7 L15 MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
B7 L22 \ - I I I II NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GROUP
SEE SHEET C2.17 FOR
B7 L21 B7 L16 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
�� -- B7 L17 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
i a INTERSECTION DETAILS B7 L19 B7 L18 CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
i - DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
� \ �o <� �o �, � � � CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
o - co co 1 "? \ V I I DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
- _ ``J.. N / N o r OO T II EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
cD i \� ^ 'rLn m J Nw M
- _ _ _ / m o' m o _ r �� 1 \ N _ �,J °,o CB 23 �co CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
o / ' --- - -�-;�[C_ _ ( ,� "? v�? o o J �? m LQ INLET PER ISPWC SD-601 ,� I� DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
"" N `� "' "' N T STA: 311+65.03, 15.71'L m o/ - _ _ �_ ! o N m ro m r _ _ - PRIOR TO DIGGING.
� _� _ N �� -ir
c� nj
z r — + + c�6 "' co-N r N .. RIM: 2662.85± — — -v
_ — ,� w mo
o- - _ _ - '� - -- - - _ - rn o m o c� 3 COMPLY WITH ALL NOTES ON SHEET C1 00 Cl) � _`- `� - �+ m ~"'- - - - - - - ~o- - - - - - - - - - - mo - - - - - - - - - — ~o - - - - - w - - SUMP: 216 .23 �� .
+ 7
w _ - _ o �, - - - ~N• - - N IE OUT: 2660.23, 12-IN PVC (E)_ _ _± -
00 ?,- —
cn `" _ M - - - - _ - - - + + mo o + - - - - - Cl) 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
---__ - �:._ -o° _ _ .°p- - - - - o rn 2664 \o} - - - - - - - 'r- - Q
Mo O - - �- - - -M _ _ _ _ _ _ _ + - - - - - - _ - - - - - - M r- EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
_ M .. — — — — — — m — — — — — r C/
--= �_ "' - - _ N oo M of SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
l -_ -
-� s ---- - - — ----- -
__ - '� — � C/' � C�
07+00 M' CC STA: 307+47.47 -------- - L `" "' 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
\ --{- ---- 0 66`3 M CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
"SS i _ - ------------ . o R WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
m - 8" S - - - -
' - � CB 24_ g"SS _Q 3 2+1 DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
1 =; 308+00 8"SS _ 2
1\3O o °� �.'- PCC STA: 308+85.05_ " 8"SS o ��SS INLET PER ISPWC SD-601 �� SLOPES.
8''M o \ 1 "' 2 - -� SS ------- 309+00 0 S 811SS 8 SS 41 m 311+00 ' �T z o c� STA: 311+65.09, 15.37 R
- - 1 310+00 _m - I RIM: 2662.84± N_
i +
I COD
- _Q� \ - - __ __ W / \ ( N I �- I- - = - = '.�— - -�-o SUMP: 2659.10 u- 4
-_-_-- - - 8CD
�/ J� 0 5 ' 2664 "n co M IE IN: 2660.10, 12-IN PVC (W) " 2663 Roadway & Drainage Notes: �O
1 -----____ o 8„W N 1 4 8,W CIE OUT: 2660.10, 12-IN PVC (E) -!Zr) ---__ _ g W 8 W - PVC AT 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
--------------
_ cn _ / ___ -- ------------ _ —
67 LF F 12 IN 0.40%
---
I 0 0
----- _-- -------- ------ ------------ - --- - 2 CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUPP SD 7 H WITH
----------�
- _ _
SD � I 12
TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
_�
t I
_ - -- - °° o00 -0C �/ l 119-LF OF 18-IN PVC AT 0.00% _ - _ - FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
� y _ _ _�� �p LL o o rL _ _�-
_ _ _ [ 2 °° N �o o S o - LL CONCRETE.ADHESIVE MATS ARE NOT ALLOWED.
r- p ^ �—`o o� �. co A — _ — .�- - - - - - - - - 7 0 _ C4
- - _ _ _ o� �- - - - - - - - _ _ _ _ r _ - - _ - - - r
C + _ - - - - - - - - - - --- - - - -�_ _
-_ - - - - 3. INSTALL TYPE IV CATCH BASIN PER ACHD SUPP SD-604A FOR ROLL CURB.
N O O O _ f9LU
+ \ I — I N — r 0 664 - - - o - - - - 1500 GAL. S&G TRAP T+ -Av
m [w t� a w _
a o _ _ _� +_
U c ^r - - _ [ + - T - - - -�- - - - - - - - - M g m T 4. CONSTRUCT SEEPAGE BED NO 3. 118E x 13 W x 10 D SEE SHEET C2.50 FOR
�- m o � - - -o`� `l' - - - STA: 311+63.16, 22.32'R m r II 66
m~ Q I ee �o �� Ca
+ - -- - - - - - - - - � - - - - - � + - - NM DETAILS.
0
N i . A o' - - - - - CO RIM: 2663.20± �;Q
- Q �
� Sh et �� � _ _
cr I "' I N M N� �o �( R ) "'"' - SUMP: 2656.04 m c�ii�
m�'`� 16 Q ' �c>'Q N M �/ ci¢ = 5. CONSTRUCT 4'CONCRETE VALLEY GUTTER PER CURRENT ACHD
o CO m ` 6¢ \ m N IE IN: 2660.07, 12-IN PVC (W) � �- SUPPLEMENT DRAWING NO. SD-708.
I + I I C/) iCO CID� IE OUT: 2659.22, 18-IN PVC (S)
00
6. PROPOSED ACHD DRAINAGE EASEMENT.
B1 L44'
B8L1
r -
I I \ I I I 7. INSTALL GROUNDWATER OBSERVATION WELL PER DETAIL 2 SHEET C2.50. Em
B1 L43 I I ZE= I
I
Um O y-+ 0 20' 40' �
S Country if iew Way 3 CODO a)
Horizontal Scale: 1" = 20, C
Curb Legend:
2670 2670 W O
S Countr View ta. 307+20 - 11 +80 STANDARD 6"VERTICAL CURB AND
HORIZONTAL SC/ALE� V' = 20� \ \ GUTTER PER ACHD SUPP SD-701 AWE
/ \' \ / ______________ STANDARD 3"ROLL CURB AND
VERTICAL SCALE: 1 = GUTTER PER ACHD SUPP SD-702 C"
2668 2668LO _
\ o PENN
2666 EXISTING GROUND AT CENTERLINE M 2666 Q
/ M O f�
m J
� C3 w CA � LJJ CZ
�
-0.40% 0
2664 2664 Revisions
PROPOSED GRADE AT CENTERLINE 0.95% 1
2662 TOP OF ROCK 4 2662
EL: 2661.26�
2660 119-LF OF 18-IN PVC AT 0.00% I 2660
2658 sG o3 2658
5`'ZoNAL E.N�
2656 I 2656 10961
JT9Tf OF \0
II �SoN DE14
2654 I I 2654 D2/1a12025
Project No.: 121172
Date of Issuance: 02-18-2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION I BOTTOM OF ROCK I Project Milestone: PERMIT SUBMITTAL
3 AT CENTERLINE AT CENTERLINE EL: 2651.26
Roadway Plan & Profiles
2652 2652
S Country View Way
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