HomeMy WebLinkAboutC3.05_Roadway Plan & Profiles S Hitching Post Way iUT LLT
m I I I B4 L25 �ISheet Notes: ��_�
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE ��� T H E
B4 L26 I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND
SEE SHEET C2 10 FOR ' MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
� B� L29 B4 L28 �o� NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
B5 L4 B5 L� INTERSECTION DETAILS L - GROUP
Se Sheet C3.01 I O 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
m o , APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
- I o= Ico t- n CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
°° I '-o �`*1'.a LQ - DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
- I 6,CD CD L Co O m CD
Z + r -I - - LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
I I I r o CO �;o ~ N _ - _ N CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
age;
a, N o ,, N m CO _ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
,`r` I CO, m o O°LL- _ _ _ _ -ms,_ j' -� EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
N T � CIA
+ � m o _ Q Ln
w ' CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
C\Jo � i Cl) I m o �- _ - - - - �, DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
5 2 __ 00
1 I 6 ( ' oN - _�_ - - - - Q _----- Q„ S ,A PRIOR TO DIGGING.
1-7 r c0 co
\M
CB 12 + M 3 \ + - - - - - a -"� ----- , M 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
INLET PER ISPWC SD-601 �-�- - - - _�;=�-�z I - - -'- - - - - N � '-„ __------ =,S
STA: 255+81.51, 15.871L N-� N o, N �� __ -- o - -� ' Cm)RIM: 2667.23± Q ¢ ao 5 "' `'' __--- 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
i- .Q Cn Q.`1 � __--- PCC STA: 258+82.54 +00 _ �.r
SUMP: 2663.45 -� �s �' ____--- O 259 - EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
IE OUT: 2664.45, 12-IN PVC (SE) 6 � co `r 8 S 1CD
co SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
W =
Q100=1.63 CFS o� e o -
-- a000
-___ a e o 00 - O 8"SS U - _ - +- I_ S°W CA 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
Q25=1.17 CFS -- - 258+00
BVC: 255+31.81 31-LF OF 12-IN PVC AT 0.40% - CO, I co _-- -- --- _- -- --- - - -�'--- -- -- 2667 m ---- CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
P
8"SS `� 8 SS `L- ��C° __----- WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
- -
cr-
255+00 4 O I � 8,6 m 3 O �"- 8 SS C-Dm 25 0 �,- - 8"W __----- - - - c y DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
U
Ooo C-, 256+00 EVC: 256+19.75 �; �� - W ----- _ SLOPES.
5 I °C m I _m BVC: 256+63.67 + m
o _ - ___--
CB 11 `�' N 6 LF OF 12-IN P 8 6 8°W "W - -o
VC AT u 3 io��
INLET PER ISPWC SD-601 g W EVC: 256+96.33 O _
STA: 255+81.90, 15.47R PVC AT 0.68% _ o _r. _ - - 1 Roadway & Drainage Notes: �0
h--
RIM: 2667.22± co
„-
SUMP: 2663.32 3 o - _ - - LO 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
IE IN: 2664.32, 12-IN PVC (NW) ` - 98°' �' ao o °�' � - - - _ 0 6, m + '
IE OUT: 2664.32Q100N 1.47 CFS w SD /� 3 ��S o "' - - - - - N +� 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
\ " _ _ _ _ '� s' `�'`�' SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
Q` _ _ -
Q25=1.05 CFS ( - - _ - - - - - - - - U_ o co ++ Q m ' 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
- --- - - U_ _ 00 (0� co N STA: 255+50.12, OFF: 16.50'R o �, rn O0 N N `-
TBC: 2667.73 " 6 00 L6 m 1— ' , 3. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH
+ Cl) U Q "' I TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
- ' 2 ' 1 I ,� N N m�- I , FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
W
0 � 1 I a _ `- CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. Ca
CD
' STA: 255+77.19, OFF: 16.51'R I + �' m N - P B7 L6
TBC: 2667.49 I �� � "' _ 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL
m" mmmI MEN m mNJ mmmI Em mmm orI HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
-- - --- SDMH 03 oiling
SDMH 03A I
B7 L5 RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
STA: 255+82.52, 21.OI R STA: 42+25.57,26.67L I ee Sheet C3 1 "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
RIM: 2667.70± RIM: 2667.87± I I 02 B7 L4
I I
SUMP: 2662.30 SUMP: 2663.09 i I o I 5. INSTALL TYPE I CATCH BASIN PER ACHD SUPP SD-601.
IE IN: 2664.30, 12-IN PVC (NW) IE IN: 2664.09, 12-IN PVC (SW) I I � I _
B7 L3
IE OUT: 2664.30, 12-IN PVC (NE) IE OUT: 2664.09, 12-IN PVC (E) I I B7 L2 6. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB&GUTTER TO(3-IN
VERTICAL CURB AND GUTTER.
cc 0 20' 40' O
S Hitching Post Way
O
Horizontal Scale: 1" = 20, C
2676 2676 Curb Legend:
S Hitching Post Way: Sta. 254+60 - 259+40 W Q
HORIZONTAL SCALE: 1" - 20' STANDARD 6"VERTICAL CURB AND
alsoVERTICAL SCALE: 1" - 2' GUTTER PER ACHD SUPP SD-701 Q
STANDARD 3"ROLL CURB AND a)
2674 2674 GUTTER PER ACHD SUPP SD-702 Cm
o
PVI STA: 255+75.78
PVI ELEV: 2667.29 PVI STA: 256+80.00 ¢p
2672 K: 26.00 Cq PVI ELEV: 2667.47 2672
LVC: 87.94 + K: 26.00 Q
LP STA: 255+83.24 � � LVC: 32.65 O p
LP ELEV: 2667.65 C\' 17 LP STA: 256+96.33
N co LP ELEV: 2667.39 CA
w
2670 M � w M M 2670 Q
�j co co co Co O) CO
m c 1
N U N U CD N cc N Revisions ----
-�•98% (0 m > N U N U w � � N w 1. AGENCY COMMENTS 07-28-25
oO w U m U
on LU
2668 1.40% -1.70% on w PROPOSED GRADE AT CENTERLINE 2668
-0.44%
2666 -- - _- -� 1 2666
/ XISTING GROUND AT CENTERLINE
STORM
12-IN PVC CROSSING
5S10NAL ENC
,�•� ��G\ST 1,�•
2662 2662
10961
J��T£OF \OP�o
2660 2660
"sON DEN
0-712512025
Project No.: 121172
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 07-28-2025
AT CENTERLINE AT CENTERLINE Project Milestone: PERMIT SUBMITTAL
3 2658 2658
MQ co0 N00 cow � M C � rT C � U � � M coN N � 00 00 CD �, m � � MM Roadway Plan & Profiles
S Hitching Post Way
Co CN NN N CD
N CD CD CD CD CD CD CD CD CD CD CD CD co CD CD CD co N N N N N N NN N N
254+60 254+80 255+00 255+20 255+40 255+60 255+80 256+00 256+20 256+40 256+60 256+80 257+00 257+20 257+40 257+60 257+80 258+00 258+20 258+40 258+60 258+80 259+00 259+20 259+40
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