HomeMy WebLinkAboutC4.11_Roadway Plan & Profile N. Plum Hollow Ave. Sheet Notes: 0
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN O
STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
I I i m i IiL I �� \ PERMITTED WITHOUT PRIOR APPROVAL.
-- - --- - --- - --- - --- - -- - - -- - - -- - - --- - --- - -- - --- _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L - - --- - - , HEET .1
- - --- - ---;��H
- --- - --- - --- - -- - - -- - - -- - - --- - --- - --- - --- - - - - - --- - 111 1111 MIN 1111 111 00 MIN 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
_� _� � ■ / APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
lald 9- d 9 bald 9 PI �fdld 9f1d 9 PI Ltd 9fid 9 d I - \
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
- THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
00 UHI - 1 81�JId 9 - P U19 HFJ�d 9 a9 �,P' a aHfd''� _ _aH BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
I
r - - - - - - - - FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
II 1 1 1 TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
1 + y m 1 1 w FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
+ p 1 1 I LU 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
L - - - - - - - CO) I I I ¢ FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
= WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
1 I 3 I I SEE ENLARGEMENT 3/C4.53 w
SEE ENLARGEMENT 1/C4.52 1 co I I I 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
°C CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
8, 1 - 1 '8, STA: 8+49.28, N. PLUM HOLLOW AVE. = I �
B1 L2 B1 L39 B1 L40 B1 L41 B1 L42 ACHD EASE. 4j ACHD EASE. STA: 20+32.66,W.TORANA ST. AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
4,000-SF 4,000-SF 4,000-SF 4,000-SF I 33' I I B10 L2 B10 L3 B10 L4 B10 L5 B10 L6 I 'L
STA: 2+46.02, OFF: 13.03 L 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
I I 4,213-SF 4,213-SF 4,213-SF 4,213-SF 4,213-SF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
TBC: 2547.42 STA: 2+59.78 I
STA: 4+47.28, N. PLUM HOLLOW AVE. _ 1 °C I I STA: 2+46.02, OFF: 13.03'R CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
STA: 25+84.14,W. QUINTALE ST. TBC: 2547.43
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r N 11 m o M a; m o t 4.1 C\J oo CD m o m o o m o m o m o CC.I r N r N r "'LL. m o `� 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
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r m 0 m 0 m 0 -N- CO + + +
1 + + ¢ M M r- M r H .. ~CO 4 r + N I I M + N + CT O H H O CO Cb 00 CT
co co M + + Cb v c0 rn + LO + / 26' \ ~oo r- m oT LO r- rn CD r 00 C 00 + o rn SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
1 4.4 ¢ ¢ + co r` co Lri + n + / \ + + + + + + r- r r` o r` + Q Q
¢ ¢ w -C~/n L~n M ¢ - - + - - - - - - - -CO - - -m -' v - - - -Q-_ ,�- - - - ¢ - - - -� Ln �' - - -CO -¢- - - - -I�- - - W- - - - - - -I-- - --- - - - -Q- I� -o- - -m- - -co- - - -c�i- - - - - Jrn w w F- ALLOWED ABOVE THE MAXIMUM SLOPES.
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M14 .. N 4.4 Q Q °„ v, 4.6 a 4 4 "' W "' 4.2 6.4 •• 1 4.4 / ¢ "' 2 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
¢ MTR I;I-F. � WITF ¢ ¢ ¢
W M/H M/H H H M/ M/H Wid H H M/H -� "' MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
4.2 wCID � 77
4,2 . RAMP (2%MAX).
52 4.1
5.3 5.5cc
STA:4+73.12 -� 5.4 - -' 5.4 Roadwa Ke notes: #
��' STA:4+21.45, CSTA: 6+58.35' �_ _ 8g STA:9+04.45 Y Y
STA: 3+14.47 STA: 3+92.12 4.6 4.6 5+0 4.6 6+00 0 4.6 7+00 N. PLUM HOLLOW AVE. 8+00 4.6 STA: 8+23.45 4.6 9+00
r- Cl)_ - - - - �- M N � + N -I M - CO - 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
STA: 4+82. 5 = STA: 6+52.02 STA: 8+14.12 `� STA: 8+73.12 3 INFORMATION.
SS 8 S 8 ss" 9� SS.8 STA:5+78.78 STA: 5+85.11
T ,� SS.. SS.. 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
3 5.3 5.7 �, STA:4+12.12 6 4 5.2 STA: 8+79.45 c STA: 8+99.45
41 _ BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
4.1 41 REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
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4.1
4.6 bo �� oo /
m m d wd m 3. INSTALL TYPE II BARRICADE PER ISPWC SD- 132B. BARRICADES SHALL HAVE
m ��O �Q2o m_ - - - - - - - - - - - m -C 5 2 �C) - - - .;- - -m_ - - - - - - - - - - - - - - - - - - - - - - - - -m ,4 m 2 THICKENED EDGE ALUMINUM WITH 6 INCH WIDEIREFLECTIVE RED/WHITE DIAGONAL
/ o o r r r r o 0 0 ��' o DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
W - - - - Ln W Lr° Ln oc U) o� cc Lf> O o r - - - -T- -J cc
2 - - - - - - o `T - -o- co N 5.2 co Q 4 4 co � 4.2 u 4.2 L co o Q o 4.4 o co \ Q�' + I m o o IN THE FUTURE".
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5 2 1 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
U 0 U_ ao 0 O N co - ¢ oo CO '�� '�rn '�U r` o Ln U_ ¢ c0 0 C0 0 cl M� LL O
M O = N 1 1 M M v r� N M o 4.1. INSTALL PEDESTRIAN RAMP TYPE A PER ISPWC SD-712A,WITH TACTILE
c0 o U c ri c0 M I � M M X) + Ln + LC) + Ln + N r� r o 0 o rn C) rn�i 9 I 6 co Lri
ti „ ti ¢ M N ti O I Rr5 R15 rn r;� N Ln N Ln N c0 N C0 o v m 0 1 R15 v` I R15 c0 M N WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
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+ I� L�r� + I 1 v v v v v Ln + c0 co C0 ZT
Ln + Ln + <�Q f i¢ c i¢ c j Q Ln + Ln + LC) + Ln + Ln +
M L t) + NMI N� N L C° m� m� m� m� N c 0 N I- N I A N r- N c o N co C O CO CO 0
N r I 5.6 IJ ~`" ~"' ~"' ~"' 1 5'6 Q + N 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD 712E, WITH
a + �Q NM c�¢ Z ci¢ �¢ 6-i¢ �Q 6i¢ ci¢ �¢ 5.3
m m 1 m m m m F_ m m m m N c o
=CO Cn U¢ H Cn Cn Cn (n Cn Cn Cn H Cn H(n
U ¢ m 1 1 1 c�Q m¢ TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
CCn B1 L37 ~"' I STA: 25+28.98 1 5.1 STA: 25+36.09, OFF: 16.50'R gs 1 5.1 5.3 I I N `n SD-712.
4,372-SF STA: 25+36.09, OFF: 161.50'L I TBC: 2547.64 STA: 6+18.56, N. PLUM HOLLOW AVE. _ 1 STA: 19+77.50
TBC: 2547.64 i _ I STA: 2+00,W.VISO ST. STA: 19+85.61, OFF: 16.50 L 1 STA: 19+85.61, OFF: 16.50'R 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
5.1 STA: 25+34.09, OFF: 16.50'R TBC: 2546.95 I TBC: 2546.74
m °C I TBC: 2547.53 SEE ENLARGEMENT 2/C4.52 13 I 1 8 TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
B1 L2 m STA: 25+34.09, OFF: 16.50 L 47 1 m 47' = SO 712.
a TBC: 2547.52 I 33' I ACHD EASE. I 1 ACHD EASE.
00 33' 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
1 ± 4 I.
y 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
2 I W C4.70 a l I i SD-710C.
o� m paC I 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
C4.70 B1L36 I I z I a I C 1 FUTURE PHASE
4,372-SF I I I m 1 5. CURB AND GUTTER
_„
�" � I Cn 1 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
1 •'° m W
ao I i 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
I I 00 I O0 B9 L1 1 5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
I HUId HHId� 8
I I 1 I 5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
■ ■ ■ ■ ■ I■ I ■ I ■ I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
SHEET C4.04 SHEET C4.15 I I 5.5. TRANSITION FROM ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702, TO
I I I r l I 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R. r
R1 135 i z z .
5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP) CD
SD-701 R,TO 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
Roadway Plan & Profile - N■ Plum Hollow Ave. 0 20' 40' 5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH
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
cc
2556 N. PLUM HOLLOW AVE.: Sta. 3+00 - 9+20 2556 6. STORM DRAIN
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. ■�
- y �
2554 2554 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. ■- CA
00 r
ti co o 0 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
2552 Ln co L( ~ + ti + r r + Lf° + 2552 POTABLE/NON POTABLE WATER CROSSING REQUIREMENTS.
� co r co Q � ¢ LO Q � o co O
r N N °i N U) N N 00 N 00 � N 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS.
r CO J m J m CO ¢ U N
C3 W (} W C7 W CCD LJ � LC° � N CO J C7 W
Q o C\; "' O° r c0 m N CO J `� "' 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
+ N N
Cn N M ti CV NT r- N 00 C3 W C3 W
Wcc 2550 m J cn �' � � + � 2550 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. co
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C3 W Cn N CV N N C j N H LO CO
¢ ¢ ¢ + Cl) EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. M(n N H LC) 00 M + N + Nowe CD J W N CO 00 00 _
w CD ` CD w '�' FINISH GRADE LOcli ¢ ¢
AT CENTERLINE m � m m J
C� �
C3 w CS W C.3 W = C -
2548 0.61% 0 5 EXISTING GROUND 2548
0% AT CENTERLINE
C L_
a�
M � -1.00% 1.00% � �
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M M 1.00%
-1.95% � M m
1.00/ o ----- ,67o -
_ 0.00% 0.00% -1.00% ch � -0.01% c0 0.00% 0.00% o co _ ---- _- -_c+�- 0.50%
M M 0 ---- C"M O
SEEDETAILX/C4.XXFORCURBINGTYP. ---- - o It o --M------------0.23/0 -------------- 0.00% 0.00% O 1.67/0
---- ---- ----- ---- o -1.00% ° ° Revisions41 10
2546 TOP OF ROCK AREA 8 T _ F_ 2546
_. o a AREA 8 N - AREA 7 - r F_ -
EL: 2546.11 J ,,.. � o AREA 9
v�OG ,�G�b
_ o r AREA 9
BOTTOM OF ROCK "'
EL: 2545.11 TOP OF ROCK TOP OF ROCK TOP OF ROCK o TOP OF ROCK
EL: 2546.02 EL: 2545.94 EL' 2545.88 TOP OF ROCK
2544
2544 z - SEE DETAIL X/C4.XX FOR PAVER z SEE DETAIL X/C4.XX FOR PAVER EL: 2545.51 � EL: 2545.42 0
BOTTOM OF ROCK z BOTTOM OF ROCKA BOTTOM OF ROCK MATERIAL REQUIREMENTS BOTTOM OF ROCK z
MATERIAL REQUIREMENTS
NEL: 2545.02 M EL: 2545.02 v EL: 2545.38 EL: 2545.01 M BOTTOM OF ROCK
M o EL: 2544.92
M N
8-IN PVC CROSSING `''
2542 , - �- - _ 2542
SHGW SHGW SEASONAL HIGH GROUND WATER SHGW
EL: ±2542.1 EL: ±2542.0 ( ) EL: ±2542.0 SEASONAL HIGH GROUND WATER SHGW
ELEVATION EST., SHOWN APPROX. ELEVATION (EST., SHOWN APPROX.) EL: ±2541.7 8-IN PVC WATER MAIN CROSSING
2540 2540
$ZpNAL E
2538 2538 568
04/15/2025
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W.G
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2536 2536 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
2534 2534 N. Plum Hollow Ave.
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3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 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