HomeMy WebLinkAboutC3.02_Roadway Plan & Profiles W Rio De Plata Dr - - _ Sheet Notes:
J / �I 48-IN DIA. \� 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =� ��- THE
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CLUBHOUSE UNDER I
� �/ I STA:35+45.09,46.99 R � IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND
SEPARATE PERMIT � - - - � J � � / � RIM: 2665.57± " � I^ MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GROUP
SUMP: 2657.52 �
IE IN: 2660.70, 18-IN PVC (S)
JIE OUT: 2660.70, 18-IN PVC (NW) , ' 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
2655 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
1 SEE SHEET C2.12 FOR - -Z o " CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
- 265`. n I i
- - INTERSF TION DETAILS \
\ � � � � _ ' - - r! � � � G�2 � �, �_� DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
- So _ - - g 65 _ 2665 Z66S' S LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
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\ r -- - - - - - - _ 2� 2665� _ s° o m 10 / ST 34+60, jai( CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
m co m Lo \ m - ,� SD� �, - c9 \ TBC' 666.55 DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
�� �f M i
o ^�' LC� Ln L o rn Lr) "I SD 1q T EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES THE
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`T `cam, `� c`0a :°coop c`.I 2660 _----{ _ r _ SD -- CB 15 11 � CO / \� CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
"' _ ��to DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
m � m o m m INLET PER ACHD SD-604A FOR ROLL CURB - _ - - - F'
0
m c� U_ c �' U_ c i SD
1
o � � � � o m _� � � � - � PRIOR TO DIGGING.
co ) STA: 36+68.10, 15.6TR
- -
M 4 PIRR M �� MrR - RIM: 2663.77± v, - „w 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
L '`- - = Q - - - - - - - - - -Q- - - - - - -L- - - - - - -� - - - - - -� - ES f_!\ -- - --- -- - T_- - - -- = - -SUMP: 2660.08 - 3 m
N c; v~, IE OUT: 2661.08, 12-IN PVC (SW) __ ---o" c�oo`a m 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
Q100=0.58 CFS _ �. �' % y EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
10 10 Q25=0.42 CFS ----- - 3 �- ,�W �35 pp SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
_ I �_ ----- 8 W o v o
r - ------ ------- 1 STA: 34+84, OFF: 16.501E o
- ----- -- --- - ---- =- --- ---- --- ----- - ------ --------------------------- - ---- (k STA:36+42.17, OFF: 16.50 R ' 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
g1 ��66 coh TBC: 2666.24 - ' CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
TBC: 2664.21 _ co
8"W 8rW - 8"W "W 8"W STA: 37+01.65, OFF: 16.50'R ti - ��
LP: 36+67.91 BVC: 36+42.17 o rn WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
m m TBC: 2664.23 - 6+00 8 S n 3 DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
EVC: 36+82.01 8 � "' ' � 9
- -}� "SS 3 3 ,n "'� SLOPES.
SS o x
\ "` �� o ��
39+00 °' 8+00 0 315-LFOOF 12�IN PVC AT 0 40/ ___-----
I"SS 8"SS ` � 8"SS ! `"' 8"SS 8"S,� _ PT STA: 37+01.65 S"N __ � o - � ,o o
o o .
� STA: 39+22.72, OFF: 16.501E '� � � � �
__-------- 3
65 / STA: 37+01.65, OFF: 16.50 L o - 5'1 i 6
TBC: 2665.79 TBC_ o -- STA:35+69.50, F: 16.501E a, Roadway & Drainage Notes. �O
6 -- ----- STA: 36+42.17 OFF: 16.501E T 2664.90
2
2664.23 __ '
-� R W 2 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
10 10 R TBC: 2664.21 - - _
�-SD SD SD � � SD SD-�� O
R W R W R R R Al 70 LF OF 18-IN PVC AT 0.00% -� - - - - \ \CB 17&17A 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
o _ 8-LF OF 12-IN PVC AT 12.33%
8 J J 00 J J ti - - -
00
- - - - - \ INLET PER ACHD SD-604A FOR ROLL CU 3II SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
0 0 co o o O co CO - 5 6-INCH WIDE REFLECTIVE RED HITE DIAGONAL DECALS. NO PAINT.
o- - - - - - - - - - - - - - - - -�- - - - - MN- - - - O \ STA:35+14.65,48.08L ��
/VII
T CO `� E - B9 7 - - - - -a �- - - - - 10 SG 07A RIM: 2664.93±
I - - - - - 6 - - - - - -- 4"PIRR -T - 4"PI -� m \ .�
U_ H= 9 m I- --- 1000-GAL. S&G TRAP \, SUMP: 2661.13 3. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUPP SD 712A WITH
_ _ _ -- - STA:35+49.81,47.26'L d IE OUT: 2662.13, 15-IN PVC W GAL. S&GICRAP M Lo 9 N �6�p v SG 06 X� _--- \ ( ) TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
9+37.98 0.481L UJ
+ �� ° ° e-�+ � + o + (.0
1000-GAL. S&G TRAP �--� RIM: 2665.22± L 4 \ N Q100=4.61 CFS FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
I: 666.19± M co 00 CO - � �, ; co STA: 36+69.97, 21.79'L \ �/ SUMP: 2660.17 2 H_ Q25=3.31 CFS CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. y
OP: 2658.21.1 Q c; Q c� a Q �i ¢ �i RIM: 2664.14± CB 16 IE IN: 2662.03, 12-IN PVC (E)
( ) SUMP: 2656.90 INLET PER ACHD SD-604A FOR ROLL CURB IE OUT: 2661.17, 12-IN PVC (E) SG 07 25-LF OF 15 IN PVC AT 0.42%
V: 2662.24, JIN PVC W 0 - \ 4. INSTALL TYPE III BARRICADE PER ISPWC SD 1132B BARRICADES SHALL mime
)UT: 2661.31�18 IN PVC (SE) IE IN: 2660.93, 12-IN PVC (NE) STA: 36+67.80, 15.671E HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
RIM: 2663.77± 5-LF OF 12-IN PVC AT 2.00% 1500 GAL. S&G TRAP
IE OUT: 2660.08, 18-IN PVC (NW) Cg 1 g STA: 35+39.28,47.391E RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
MH 04A .I m i SUMP: 2659.95 ( ) INLET PER ACHD SD-604A FOR ROLL CURB
IN DIA. Cc IE IN: 2660.95, 12-IN PVC NE STA: 35+44.18,49.431E SUMP: 660102 "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
4: 39+55.5 25.00 L 39 L2 �, IE OUT: 2660.95, 12 IN PVC (SW) 5. INSTALL TYPE IV CATCH BASIN PER ACHD SUPP SD-604A FOR ROLL CURB
A:2666.15±1 Q100=0.34 CFS RIM: 2664.87± IE IN: 2662.02, 15-IN PVC (E) 5.1. INSTALL DOUBLE TYPE IV CATCH BASIN PER ACHD SUPP SD-604A FOR
MP: 2661.32 Q25=0.25 CFS SUMP: 2661.13 IE IN: 2660.17, 12-IN PVC (W)
N: 2662.32, IN PVC (SW) j \ \ IE OUT: 2662.13, 12-IN PVC (W) IE OUT: 2661.17, 18-IN PVC (N) ROLL CURB.
Q100=1.21 CFS
Q25-0.87 CFS6. CONSTRUCT SEEPAGE BED N0. 5 1121Ex10'Wx10'D. SEE SHEETC2.50FOR DETAILS.W RioDe Plata Dr 2°' 40 o
7. CONSTRUCT SEEPAGE BED N0. 6 611E x 8'W x 7.5' D. SEE SHEET C2.50 FOR
Horizontal Scale: 1" = 20, DETAILS. Cn
8. CONSTRUCT SEEPAGE BED NO. 7 162'L x 15'W x 10'D. SEE SHEET C2.50 Q
2674 2674 FOR DETAILS.
Street B: Sta. 34+60 - 39+20
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HORIZONTAL SCALE: 111 = 201 9. PROPOSED ACHD DRAINAGE EASEMENT.
VERTICAL SCALE: 1 II = 21 10. INSTALL GROUNDWATER OBSERVATION WELL PER DETAIL 2 SHEET C2.50.
2672 2672 11. INSTALL GRASS PAVE, SEE SHEET C2.12 FOR DETAILS.
2670 - \` 2670 Curb Legend: Cc
STANDARD 6"VERTICAL CURB AND O w
GUTTER PER ACHD SUPP SD-701 y LU
______________ STANDARD 3"ROLL CURB AND
2668 2668 GUTTER PER ACHD SUPP SD-702 Q
�/ Revisions 1--
loe N T \ / N 1. AGENCY COMMENTS 07-28-25
v \I oo CO � EXISTING GROUND AT CENTERLINE
\� CO N \.i/ + N I
PVI STA: 36+62.09 c" 1 /
2666 > w PVI ELEV: 2664.03 > m _ __ 2666
PROPOSED GRADE AT CENTERLINE "' K: 20.00 CO / -- _- _i
LVC: 39.83 0 ` /
1.29/0
TOP OF ROCK
2664 6 EL: 2663.50 _ - me
2664
TOP OF ROCK 7
EL: 2662.11
2662 121-LF OF 18-IN PVC AT 0.00% 2662
I70-LF OF 18-IN PVC AT 0.00% I ��S014 L �,�
2660 SG 06 2660 G.r,�.
I 1000-GAL. S&G TRAP
STA: 36+69.97, 21.791L 10961
II I RIM: 2664.14±
SUMP: 2656.90 ��qTE OF \,)
IE IN: 2660.93, 12-IN PVC (NE) J""0 DE'S
2658
I I I IE OUT: 2660.08, 18-IN PVC (NW) 2658
I I I 0-712e)1025
BOTTOM OF ROCK Project No.: 121172
BOTTOM OF ROCK
EL: 2654.61 I EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 07-28-2025
EL: 2653.5 AT CENTERLINE AT CENTERLINE Project Milestone: PERMIT SUBMITTAL
3 2656 2656 Roadway Plan & Profiles
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N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
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0 39+20 39+00 38+80 38+60 38+40 38+20 38+00 37+80 37+60 37+40 37+20 37+00 36+80 36+60 36+40 36+20 36+00 35+80 35+60 35+40 35+20 35+00 34+80 34+60