HomeMy WebLinkAboutC3.04_Roadway Plan & Profiles W Rio De Plata Dr rr' �Q�► Sheet Notes: A� ��_„
/ �� Q►� THE
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r� �����
s� SEE SHEET C2.1 4 FOR /r / IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF � LAND
�/ / MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
/ INTERSECTION DETAILS / �� ' NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. •
2 iKD 2 � � ,,� Q, _ . GROUP
/ Lo N CB 19 O j Q' / 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
INLET PER ACHD SD-604A FOR ROLL CURB , / / APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
N STA: 27+72.82, 15.67 R co ca co ca co ca 4, h E h Q / CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
� � � � co � ro � ' S
3 ( o y RIM: 2659.87± N ti ti ti ti ti ti ti �' ,\ DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
V O r� ��� `�°co SUMP: 2656.27 o�� o LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
C\I- -�- - - -STA: 29+81.73, OFF: 16.50'R cV- / / M cc co m
CO `� IE OUT: 2657.27, 12-IN PVC S m Ln m oN o O° o o T O o c� rn m Ln CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
TBC: 2663.74 3 \ + pm�-- O mN m � oO oC? �� orn oL6 LnM LO Ln �
Q100=1.62 CFS o o? o � w �? m Ln co Ln - m `� co DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
/ N � _ O" ,nrn Lc) rn �? � CLn cow � co rN rN N
C ti� ` Q25=1.16 CFS / LO L m ! / N T N cD �" ,� ;� - EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
S Q \ Q \ �T-� r N� N ,� m /C\J O C, / Li W \ i/ Lmo
O m CO m / O�m O
CC ctj 2663 ��Ct / Lei v v m o m T -o�- / a o�- r v CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
w 9 'c, o m O m o r- r v o DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
-- -- - _ Q _� _� O o j;
--- - '� 2662 B12 Li `oX�o, + + / M N N + PRIOR TO DIGGING.
3 - - _ ��' / + c + Ln
8 W -- - 8 W 8 - _ - - - _ - _ - o� - - Q o � F 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
u 1 1 PT STA: 29+73.92 3 _ - ��T - - / - - "' '- � Q F-
i
- cn F _
M - - I- + _ ��, j6�O W N - i R/ N 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
-�� 30 00 ��� _ 6a� ' 10 �' h i - EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
M R 7 d �` `' T _ __- - -_ --_ SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
oaoeoo aoo
I 3 I 1'`°�O o0 29+00 5.
____ _ _ ---- 2'MIN SAWCUT
- o ` LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5 00%
w O
- - - - --- _ 3 PRC STA: 28+75.50 + ��j 3 12 i 12 FL: 2656.56 FL: 2655.46 I 11 I Cm � CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
FL: 2659.56 i ' m •_ = O WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
•�+ �r V� DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
PC STA: 27+77.08 �m FL: 2659.75 m m y
I- i o 26+00 I O SLOPES.
0 0 � � '�� __ � �'- - cn z FL: 2657.49 � `�' •�
- N - EVC: 27+56.61 7+00 m M `�' O =
i
Lq o co _ 28+00 N I h co N N
- - -- - _ - ,� 59.58 1 hcb co N N cfl LU � �
- - - - U_ I B1 L4 '�'a w a W "' ( o> FL: 2659.86 IF 26 �o`' i C ``' 7 `: /
o o - --_ `�� 3 12 FL: 2656.50 ----- ------ ------
�- - '4 _ - - i� Roadway & Drainage Notes: �0
1 - -- ----- -- - --- --- --- - - -
rn O o -�- --- -------
\ O'N / M 00 Cl) cO �N r- \ W -------- M- -- -- Q
v~,
- + + + -�M M `p� U i `- R 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
M N co N N - -f co- �I O,D S D G].I/ C h �6 J O - - / - -� - - - -J
Q v ¢ v ¢ v m ai cc�oi T 40 _ 126-LF OF 18-IN PVC AT 0.00%- pFF J R /W o - R/W - /� o J `o"
� m �- m R Q v �' _ 1��$ o - Lr) o o co _ 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
ti cn F- cn F- m O- _ - I «� J J co co Lr) Lr)
3 "' �- - 2� 2`Z - - co o o `� T o � U_ _ _ _ _ - SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
\ CO o SG 08` - c��G 266p co LL 0 o T = - _LL =-- o 0 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
II ' `v 1500 GAL. S&G TRAP �� �U_ r r O o - -- - - - U_ r
_ �T 6 N
r
10 5 p o L \ '` C i N - 0 o cor
STA: 27+75.11, 21.66 L L` I N m o N o r ` o � � � 3. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUPP SD-712H WITH
1 ' �_ - N O O� W I\ M O O coO
RIM: 2660.26± - - - - - - - - - co N m O MAN o0 C� O d N M N N
CB 20 � a?�� c �; Q co m r; w + �� + + Lo o L i x TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
SUMP: 2653.08� o o + Lo + "n + Lo m o c9 co o ca
/ INLET PER ACHD SD-604A FOR ROLL CURB � r± ti co " m m `o N No N N �" "' `" `� FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE UJ
(� - \ IEIN: 2657.11, 12-INPVC (N)1 NN NN 1 1'' cvN NN NN w v Qv ¢ cam ¢ co
9 IE OUT: 2656.26, 18-IN PVC (W) ` 3 mime
STA: 27+72.82, 15.67'L a a ',I ¢ c� m m r¢- m N N °�° c~n N m CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. y
26 r'6) co �n RIM: 2659.97± CO °�° n °�° ' cn F- cn cn \
65, o / 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1 132B BARRICADES SHALL a
,. �,, Asti� � SUMP: 2656.14 � � c
IE IN: 2657.14, 12-IN PVC (N) � Q w HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
_ \ IE OUT: 2657.14, 12 IN PVC (S) N \ RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
Q100=2.59 CFS `" w "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
1 I Q25=1.86 CFS \\ I \
5. INSTALL TYPE IV CATCH BASIN PER ACHD SUPP SD-604A FOR ROLL CURB.
0 20' 40' 6. CONSTRUCT SEEPAGE BED NO 8. 117'L x 15'W x 10'D. SEE SHEET C2.50 FOR
W Rio De Plata Dr DETAILS.
Horizontal Scale: 1" = 20, O
7. CONSTRUCT DRIVEWAY APPROACH PER ACHD SUPP SD-71OC.
2668 2668 8. CONSTRUCT 4-FT VALLEY GUTTER PER ACHD SUPP SD-708. O CD
Street B (2): Sta. 25+60 - 30+00 y
HORIZONTAL SCALE. 1 - 20 9. PROPOSED ACHD DRAINAGE EASEMENT.
VERT;CAL SCALE: 1�� - 2' 10. INSTALL GROUNDWATER OBSERVATION WELL PER DETAIL 2 SHEET C2.5O. W Q
2666 �� 2666 11. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE PER ISPWC �
SD-1132B. Q a)
12. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB&GUTTER TO 6-IN
VERTICAL CURB AND GUTTER. CD
2664 ` co 2664 Curb Legend:
C
`1 PROPOSED GRADE AT CENTERLINE N o g 0
_ � STANDARD 6"VERTICAL CURB AND _
m J °� z
1 82% o w � n; GUTTER PER ACHD SUPP SD-701 O Q
2662 \ ti �! + N 2662 ______________ STANDARD 3"ROLL CURB AND
C\JL) PVI STA: 26+75.48 GUTTER PER ACHD SUPP SD-702CA COD
w
w PVI ELEV: 2658.36 > m
_ LL) K: 30.41 O°
LVC: 175.00 10
-1.90% Revisions ----
2660 `1 2660 1. AGENCY COMMENTS 07-28-25
EXISTING GROUND AT CENTERLINE 6
TOP OF ROCK
EL: 2658.29
2658 \\ 2658
I \
126-LF OF 18-IN PVC AT 0.00% � L \
\\
2656 I 2656
\
I I \
\
I I � \\
SG 08 \
2654 \ \\ 2654
I I \
\ RIDENBAUGH \\ ��S0 SAL EN�f
CANAL PROPOSED BRIDGE PER \ ��
SHEETS C3.5O-C3.52 AND \
2652 I STRUCTURAL PLANS 2652 10961
I I
y sON DEN
6_o 0�12�12025
2650 I 2650 Project No.: 121172
Date of Issuance: 07-28-2025
BOTTOM OF ROCK
Project Milestone: PERMIT SUBMITTAL
EL: 2648.29
EXISTING GROUND ELEVATION PROPOSED G AIDE ELEVATION Roadway Plan & Profiles
M a AT CENTERLINE AT CENTERLI E
66 2648 MATCH EXISTING 2648 W Rio De Plata Dr
co r m co r rl_ O V r- r c0 N U-) cc N M (.O � X) N
-' r` m U') r- co LO U') co U')
E T M O GO N m Lf-) r 00 O ti co O LfJ O N M M r O LC? O U?
N co co co co N T O O M ti co CO L!")
-`do Co co co M O M O M co N CO N O N O LO LC) LO O LO O L!") O) LO O M 00 r- cc LCJ M N O
co co C.o Go co GO GO GO CO GO CO CO CO co co U') L!") L!") LO LO LO L!") LCJ LO U7;
o, GV N N N GV N N N N N N N N N N N N CV N N N N N
N N N N N N N N N N N N N N
- C3mO4
30+00 29+80 29+60 29+40 29+20 29+00 28+80 28+60 28+40 28+20 28+00 27+80 27+60 27+40 27+20 27+00 26+80 26+60 26+40 26+20 26+00 25+80 25+60