HomeMy WebLinkAboutC4.17_Roadway Plan & Profile N. Grand Lake Way Structure Table Sheet Notes:
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
STRUCTURE NAME STRUCTURE DETAILS STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN O
RIM: 2548.83 STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
SGT 1.4 PERMITTED WITHOUT PRIOR APPROVAL.
1000-GAL. S&G TRAP STA: 11+10.70, 18.00'R
INLET BAFFLE IE:XXXX.XX SUMP: 2544.44 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN Oct
INV OU
OUTLET BAFFLE IE:XXXX.XX INV U 2545T: 254544 (W). ( APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
( CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
_ I ' j< ( < \ I , RIM: 2548.83 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
l SGT 1.5 STA: 12+09.97, 18.001R BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
SHEET C4.19 / / 0 \ 1000-GAL. S&G TRAP SUMP: 2544.43 FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE I
I
C 5 , INLET BAFFLE IE:XXXX.XX INV IN: 2545.76 3 TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR\ I I OUTLET BAFFLE IE:XXXX.XXCONTACT NE (208.342.1585)
INV OUT: 2545.43 (W) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS S PRIOR TO DIGGING.
II STA: 5+19.90 I ,
RIM: 4 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
SDCB 1.5 STA: 12+ 7, 11.00'R FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
FUTURE PHASE
I I 47 I FUTURE PHASE TYPE INV IN: 2545.78 (E)� I I PER ACHD SD-601 SUMP: 2544.78 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
I I I I II ;,foi
INV OUT: 2545.78 (W) 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
PC STA: 5+10.39 I CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION #
I I RIM: 2548.34
I o I I SDCB 1.5.1 STA: 12+09.97, 11.00'L AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
+ I I , PER ACHD SD-601 SUMP: 2544.83
TYPE I FOR 6"CURB INV OUT: 2545.83 (W) 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
I I I I
STA: 11+60,33, N. GRAND LAKE WAY = 255� , THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
STA:4+08.74,W.VISO ST. CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
i 9 RIM: 2548.34
N I I I , SDCB 1.4.1 STA: 11+10.70, 11.001L
PER ACHD SD-601
T TYPE I FOR 6"CURB SUMP: 2544.84
INV OUT: 2545.84 (W) pedestrian Surface Notes:
W STA: 4+53.74, OFF: 16.50'L I I III I I STA:4+53.74, OFF: 16.50'R
y , TBC: 2549.21 STA:4+70 SEE ENLARGEMENT 3/C4.52
TBC: 2549.21 W RIM: 2548.34
- - - - - - - - 2550- - - - - - - W - SDCB 1.4 STA: 11+10.70, 11.00'R 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
g ---- -.-- HIJ11 Pi H 11 - HHId-19 --- y 9 g - PER ACHD SD-601 SUMP: 2544.78 OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
o J o J Ln J I I I LO J o J o J J 2550 TYPE I FOR 6"CURB INV IN: 2545.78 (E) SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
C?o T o d o d o a?o T o °?0 2551 o ALLOWED ABOVE THE MAXIMUM SLOPES.
---
00 oC6 °o0 1 I 1 l co C� oC� Q BCD MCA �o OJ
�r - w �r U) / 5.1 \ Ur �r - w �r �r Ur �o NJ
----------------- --
O N . . N .. N .. N .. O CV .. CV .. N OR O -
- - - - _ - -v�- - - N o= - � U-- - - - - - - - - - - - - - - ••LL LL- - - - - �- - - - N o - - - U-- - - - - - - - - 2551- - _ „�- _ - - - �r 6io 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
_ �'� C"l � U_ m'L = m'L m'L c,LL - - N __v __ SEE SHEET C/C7.04-AREA C AND C/C7.06-AREA E
m o - cD m o m o I m o m o c� m o CO o m o - - - L� - - , COr MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
�o ¢ �0 4.4 6.4 F-r; R32, �" 5.1 Q.g2 F-� 6.4 �o ¢ �0 4.4 ~��2550�o mo - -`",�- FOR QVALUES.
o v - - - - - -oo- r - oo ao r` o - v,l RAMP (2%MAX).
- - - - - - - - - - +- - - - - - - - - +- - - - - - - - - - r ap - - - - - - +- - - - - - - - - + - - - - - - - - - -o- - - - - - - - - -- - _ _ o m0
O O + r r N + ~ - -
w + + w + r +- OM
Q � Q O r r N CL Q O r
H
N `� �'CL
�' - Roadway Keynotes: �O
6.1 SDCB 1.4.1 4.1 I 4.1 SDCB 1.5.1 6.1 a
-M/!1 M/�I M/H M/H M/H M/d 00
1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
2549 M/d ,
M/a INFORMATION.
58.43' 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
MZ l M��Z L Z L - M��Z L � � M��Z L M��Z L 2549 M��Z l
10+00-2549 N. GRAND LAKE WAY 5.1 11+00 22-LF OF 12-IN PVC AT 0.25% '\' 12+00 6.5 5.1 13+00 M 01 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
- ��C°-� - - -I - co - -cow - - I- _ 14+00 REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
2549 6 5 STA: 11+11.83 STA: 12+08.83 22-LF OF 12-IN PVC AT 0.25% N �- - I- -
0 25 PC STA: 13+26.74 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
5.1 3-LF OF 12-IN PVC AT 0.25% SDCB 1.4 6.1 + 5 1 6.1 SDCB 1.5 3-LF OF 12 IN PVC AT 0.25% 5.1 49 1 THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
M/d 2549 M/d 5 1 DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
M/d IN THE FUTURE".
-M/!1 M 6.3 SGT 1.4 O 4.1 � I STA:3+97.74 � SGT 1.5 6.3 I M/H M/H M/8
6.4 I 4.1
o o 0 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
oc oc o C� oc oc o 71t2
4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
o 80 o o r r o I� w o
M L" a oM C0 IN CL M o 7c=..-n
WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
LL. r
- - - - - - - - -� - - - - - - - -�- - _ - -2549 - - - - -�- I - - - - - - - - - - - - - - - - - -
0 o M I M o o J - - - - - - 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD-712E, WITH
Sao cwi> o I 4.4 _2548 ti�cc; P`32 1 R32 /� do I CIO o� 4.4 MN_ _BCD - �- - - - _��
¢ 2550 �,o o T TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
- - - - - - -6' ¢ - -6' I - - - - -- "I- °O - - --0° I - -- rn - -rn o o - - SD-712.
+- - - - o w - +- - I +�\\ \ / r((
� + v +- - - o w- - -� + - - - - - - + - - - - - - - +• - - - - - - - - do N Q Lf�O 2547 Lf7 r l ( Lf�N N N Q Lf)N �M M aj O U_
N r N 5.1 5.1 N r N N N N r +- �6¢ I I 2546 �i¢ Li¢ cam¢ LD
< cam¢ cam¢ � _
m� m I Im� m I ¢ m m m Q �"T N o - _ 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
~`"�2550 F CIO I �m �m - - �m HC/)-- �U) �Cn c�¢� m�
25QT{ �2551----- -- -�"'---2 TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
N ----2 SO 712.
V 1\` STA:3+63.74, OFF: 16.50'L STA: 3+63.74, OFF: 16.50'R
TBC:2548.39 TBC: 2548.39 ' 2553 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD 709.
SEE DRAINAGE AREA #5, AREA C/C7.06
2547- SEE DRAINAGE AREA #4, AREA C/C7.04 - -�� 1
v,' - - --2547 I /
2553 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
C4.70 - SD-71 oC.
-- -J- - - - -� I I I 2546 2552
_ 2547 2551 2551 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7 C4.70.
2550 /
2547 �td,,9 I I h I I / 2549
2548 2550
� .I d / 2549 5. CURB AND GUTTER
o - Hdld,,9 Pi d -'Pl d b
N (.0 I I O° 3 I 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
� U IN I I 33' 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
J 47' I I \
o I I I , 5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
o 5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
L - - - - - - - I I \ I 5.5. TRANSITION FROM ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702, TO
117 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R. r
5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
SD-701 R,TO 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
Roadway Plan & Profile - N. Grand Lake Way 0 20' 40' 5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH C
TRANSITION.
< Horizontal Scale: 1" = 20'
5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. � O
5.9. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
SD-701 R,TO 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R 1
N. GRAND LAKE WAY: Sta. 9+60 - 14+40
2558 2558
6. STORM DRAIN
HORIZONTAL SCALE: 1 - ZOO , 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601. O
VERTICAL SCALE: 1 - 2' , 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
2556 , 2556 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■-
6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
2554 2554 POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS.
C
+ 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
O o � + Cr
r LO cc
2552 T + � o T � `" 2552 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. � � � co
+ LO T °; LO N w EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP.
ao 00 cc CO
� � (nN � � C!) LU , 00
N C3 w N CCU M_
CD w CD w , b G
2550
o.5o°i° 2550 C ' .20
FINISH GRADE 0.50%
-0.50% AT CENTERLINE 0.50% ,
0.50% -0.50%
EXISTING GROUND Revisions
2548 AT CENTERLINE , 2548 1
---- ---- ---- ----- ---- ---- -- -- ---- ---- ----- ----- -- ----- ------ - ----------- ---- ----- ---- ---- - ,
12-IN PVC SD CROSSING-112-IN PVC SD CROSSING ,
2546 , , 2546
T r
G)
V
W LU
W LU
y , N
2544 2544
2542 , 2542
$ZpNAL E
2540 , , 2540 568
J�X04/15/2025
CA OF
`9�ES W.G
3 2538 , 2538 Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
a Roadway Plan & Profile
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE
2536 2536 N. Grand Lake Way
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9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40