HomeMy WebLinkAboutC4.16_Roadway Plan & Profile N. Grand Lake Way Structure Table Sheet Notes: 0=0 =
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN O
STRUCTURE NAME STRUCTURE DETAILS STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
RIM: 2549.38 PERMITTED WITHOUT PRIOR APPROVAL.
SGT 1.3 STA: 8+00, 18.00'R
1000-GAL. S&G TRAP SUMP: 2544.89 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
INLET BAFFLE IE:XXXX.XX APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
OUTLET BAFFLE IE:XXXX.XX INV IN: 2546.22 (E) CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
INV OUT: 2545.89 (W) THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
RIM: 2548.99 BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7I�
SDCB 1.3.1 STA: 8+00, 11.001L FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
PER ACHD SD-601 SUMP: 2545.30 TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
TYPE I FOR 6"CURB INV OUT: 2546.30 (W) SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
SDCB 1.3 RIM: 2548.88 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
PER ACHD SD-601 STA: 8+00, 11.001R FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
TYPE I FOR 6"CURB SUMP: 2545.24 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
INV IN: 2546.24 (E) ,�`,
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
SEE SHEET C/C7.04-AREA C FOR Q VALUES. CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION /,0#
To
AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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Pedestrian Surface Notes:
MINI Q o I I I I 5o FUTURE PHASE 2551
II I I I cfl I oco CD LU I I `-r I I I 25 , 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
1\ I I I , SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
I ALLOWED ABOVE THE MAXIMUM SLOPES.
I ,
I I I \ ° �r o coo - - - - ��o - - w o - - - - - - - - - - - 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
I I \I o 0 CY50 ;�co o 0 ddld,,9 �JHId� 2551 2551 Bald 9 HId9 ,� MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
i I I - - I -� INS -N �- - - -1- =_� - - - - - ,`vim - --"'�_ �o , RAMP (2%MAX).
N
r I I I I I t xLL. LULL. I S�j C_„L - - -�;� - - - _ � 2552 P c�
ISO UO a00 00 CD o W
I I I I I I I I °`� F m C v(CT I ~N ~oo _ _cu T=25 �� 2553 1 , ~
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III I I I aI I I - - _ _ _ _ N 2551- ,� - -- - --- ay Keynotes:
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6,� Roadway otes•
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o I I I I tia 1 -- - o w 0 - 1 T LIGHT SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
o I � � > � I + - _ O o J 255 �?o INSTALL STREET
+ I I I I I I w 2550 ti o _ I I o co
- + \ ai o 2551 co INFORMATION.
Ln I I I ¢ 0 2550_ 4.4 v �- I v T ai o N r
a I I I C I 6.4 Q Q ,M - `� � _ 2551 NT �U_
r i I WEE M/ M/U a, + = o�`- - - - �; - - - -� - - - - - 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
m I - - /VI/U o O°' I o co CD coo BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
o M11Z I M11Z l M Z L I r N N - -~ 55o f M- - - - ¢ - - - - - REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
T I STA. 5+70 I 6+00 5.1 I \ 7+00 MLLZI M/� SDCB 1.3.1 6.1
\ I - �\ \ I N2 "' , 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
�- �� _ N■ GRAND 2549 M/N I THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
C I I I I 5.1 CO
PC STA: 6+80.12 LAKE -_ DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
STA: 7+00 _ wAY --- I
I Z I I I I PT STA: 7+61.52 -l- 8+00 M'zl M/fl
IN THE FUTURE".
_ 6.5 M/�1 M/!i
M/ I M U 22-LF OF 12-IN PVC AT 0.25% MLLzI -- 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
A4/81 2549
� I I 1 SDCB 1.3 6.1 F-o_� � 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
o o� 1 2S$0 6.4 N - M�z G WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
v I 3 LF OF 12-IN PVC AT 0.64% 9+00
ED ED o C) M/a
o I o I 1 PC STA: 8+53.48 �� - - - 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD-712E, WITH
o I M /Vva TACTILE WARNING SURFACE TWS FOR PEDESTRIAN ACCESS ACHD SUPP
11 T - - SGT 1.3 6.3 PT STA: 9+34.87
(TWS) ( )
1 I vo - -o �- - - - - - - - - - - - -o- - - -o ff- r SD-712.
I I _ � � ALL
° o co �, °° I o N o - - - - - - _ _ Nva -------
- - - - LN r�w +- - - �- - - - - - - - - - . coo - - - _N oo- _ o _ M/LI M/U 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
II _ _ co 0
c+o w `� I N cc = „ -��-- - -�- � - r Ice o TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
co �a - �� - - _ - _ � ��1 N o 1 6.4 SO712.
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H CJJ H W ��fcSO I CJJ � W �5�� � + O O��V _ M
N r,- _ OC
o =- o_ _ o 0 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
I I I I I I --- ��_ Nco W _ -
� do T - - - ..
I I -25 2550 - _ 'o w _ "'M L:L - - - 255 - -o- - - - - - - 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD SUPP
II I I I III I I III I 1 I I I 2552 -- 5 - �cn N o �ai "R U_ 0 0- - - o ( )
°I I 2Sg9 1 2549 61 L 2546® 4.4 v N co - - - _ o CD
co _ri SD-710C.
238,293- �% m¢ +- - - - - - - -�� - -M- -LL- -
2547 Cn cn 1 Ln + o 0 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
N M �o
w w1 I I I I `' I I _ 2548 '� ) r�r, N M 5. CURB AND GUTTER
I I I I 1 I ° I 2548 I \ 549� C4.70 6 Q , 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
Iw I I I II I - 2
III I I 1 - I I I --- -- --- - 2550 2551
I I SEE DRAINAGE AREA #3, AREA C/C7.O4 ---- - - JLSQ>` 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701R.
-2551---
II I I I II I N I o I ,° ° I -- -- - - - -- -- -2547- - - - - - - - - - 5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
N II I I I I C I CD I o I I� I 2550 2551
IN I I 1100 `� I 11' I 2547 2549 2551 2550 5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
1 I I -2547 2548
2549 2548
N I I I I III I I a2547
i I���I �I I I� I I \ I I � I I I ° I n Id 1"Uld,,9 �E11 �� P' - 5.5. 3-RIN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SAD-70 RUPP) SD-702, TO 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
2558 N. GRAND LAKE WAY: Sta. 4+80 - 9+80 2558 6. STORM DRAIN cc
6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
HORIZONTAL SCALE: 1" = 20' , 0
VERTICAL SCALE: 1" = 2' 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. vim
■�
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.
SEE OFFSITE ROADWAY PLANS , 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■-
HIGH POINT STA: 6+22.61
HIGH POINT EL: 2549.97 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
2554 0 o PVI STA: 6+13.86 2554 POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
+ + PVI EL: 2550.03 T
00 00 K: 12.50 o N 00 + o , 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS. O
US N N N AD: -2.40% + O "' o c� rn m v v
o 00 J m LVC: 30.00' co ZS + o "' Q + co , W 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
L 0 a) O C'3 W C� LL) < L�f') I� co 00 0 00 co Cn N O O Z
a0 + CD co LO C.fl (D Cn N 0i Q CP m J Q " H 70
Q � Lo CD 00 I� oD O Q Lf) Q CD W � Ln
2552 U-)C\J 00 00 M11:3- 00C\J M � N M N CCn N M N , 2552 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. � co
cn w W N Lo N Nco LD w ,; CD w , EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. M M
c.D w cn v cn v , DO
LD mm ww CU M
FINISH GRADE ,
2550 - -0.50% AT CENTERLINE 2550 __
0.50% -0.50% -0.51 c j a'
-0.50% 0.50%
-2.00% .00 °
Revisions 10
2548 �� EXISTING GROUND 2548 1
AT CENTERLINE
12-IN PVC SO CROSSING
2546 ; � , 2546
1 / ,
1 /
1 / ,
2544 1 / 2544
r
EXIST. 60-IN GIRR CROSSING
2542 2542
$ZONAL E
2540 , 2540 568
04/15/2025
�rE OF \OP
`9�ES W.G
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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4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80
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