HomeMy WebLinkAboutC4.04_Roadway Plan & Profile W. Quintale St. Sheet Notes: 0
SHEET C4.11
M oil M M M M M M M M M M E 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
2550 . I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN
�o, I : I I STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE O
a I I PERMITTED WITHOUT PRIOR APPROVAL.
`\ I O I I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN = a
// I C t I APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
I I 131 L2 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
/ 00I I I BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
I
LO I J I I FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
11 L28 , B1 L29 B1 L30 B1 L31 B1 L32 B1 L33 B1 L34 B1 L35 B1 L36 B1 L37 `\J31 L�38 �� I I TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
,372-SF 4,372-S 4,372-SF -SF -SF -SF 4,372-SF 4,372-SF -SF 4,372-SF 1,882rSF Z I I SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
„�� / TBC: 2547.33 I I I FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
o STA:3+94.23, OFF: 16.50 R 47
ca TBC: 2547.64 I 33 I I 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
W STA: 3+99.23, OFF: 16.50'R STA:3+92.12
W , FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
y O J O J 2549 O J / O J 00 J U-)J
m o 0 0 o 0 o m o Lq o LO o I I 5 7 I I WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
ti 6)J a0 6�J 00 Lf) 6)J 00 OD J f� f�Ln ti Lf) J _
-CD 00 - BCD N - � N - -:3- 00 00 - BCD �� Cp - J
,1-)r O Lf�r O r O Lf�r O Lf�r L27 r CO/ O CO -
N ., ti N � N � N N N N ti ti I 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
LL. �� � 06 � �� L �� � �� � L U-' O I
M C) "" L` "" "" "" CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
m 0 N .. m O W Q N .. 2 0 N .. m O N .. m 0 m 0 m O N .. N r o0 O
~ " 4.4 = "' cD H= ; 6� � �;� � � � �;u= ,� I R15 - +, STA: 4+12.12
m o � = m p oo CO T m o c" m o co O 0 0o o m o I �6' I i I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
\ N ~� N r U ~` ~ N ~m "N ~� N 00 ~cr ~
00 co C4 Q CO CO / N Cp O N co O ti 5.2
+ CV + N + N + N + + + CO
- - - - ------- - r - - - - - - - -N- - - - - - - - -N- ,i--� - - - - - - - 0 - - - - - - -M- - - - - - - - - - - -00- - - - - � - '- - - - - - - - -CO- - - - - - - -Lf� :Tk- - - -L!') -� -M- N - I I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
CV + N + N + N + N N Ca +-+ I I B1 L39 THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
N N N N a N N I 4,000-SF CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
CO C cn U) cn N cn N�G25�$ cn CO W-
R/ R/ R/W R RAN R/W R R/W R "'
25g8 1 5.1 41' I STA:4+21.45 / Pedestrian Surface Notes:
2548
- � - 4.6 �; I
8"W 8"W "W 2548 8" 8"W 8" 8"W 8"W 8" - x 1 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
ITS
2548 STA: 25+28.98 5.6 r I OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
22+00 23+00 STA: 23+42.64 W. QUINTALE ST.co
24+00 25+00 5.2 I SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
rr 4.6 cc I ALLOWED ABOVE THE MAXIMUM SLOPES.
7-
- 8"SS • "SS 8"S 8"SS SAN 8"SS 8"SS 548 8'SS 8"S 8"SS 8"SS - S SCAN" i B1 L40 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
i 2 STA: 25+48.98 j 4,000-SF MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
254$ 5.1 5.1 cn STA: 25+58.31
5.6 41 RAMP (2%MAX).
2548 _
STA: 25+84.14,W. QUINTALE ST. _
° STA:4+47.28, N. PLUM HOLLOW AVE.
25�$ STA:4+73.12
R/W /W R/W R/W R/W R/W R/W R/W R/W
2548 0 ��o Roadway Keynotes: �O
Ln C
Lin Lin oo � o o `� 00 I 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
oc4 C4 c4 c4 c4 c4 co 'n-
- - - - - -�- - - - - - - .. - - - - - - - - - - „- - - - - - - - - - - - - - - - - -U-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
" O- a O- Lil O- \\ O n p- ❑ O- " p_ " p " u- -5 O 0 \ /
8 PIRR 8"PIRR xs cn 8 P RR Pi m Cq 8 PIRR 8 PIRR 8 PIRR 8 PI 8 PIRR o O J 2 \
L:L ti ti ti o O O O o v STA: 4+82.45 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
LL co 0 0 0 W Q N O N co O r C 0 C r-0 Co CO 4.6
p ,�N 00 c4 ''' ao o l N v ao ao ao N ,�c4 ,�o ao o ,�M 1 Rr5 I B1 L41 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
4.4 � o � + + � + � + � + � + Lf)O co � +
O O Ln N LO N &) S LO CO I d co LO co LO� LO� LO Lf) Lf)00 Ln V)LP
+ N N N N r Q-_ N N = N N N N N N N N N ,�cv r-+ N N o i 4,000 SF REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
c�¢ c�¢ �i¢ � + Ln Ln c�Q +
\254j NN m� m� m� 00 m� CD
mF m� m� NN NN m�
C" W �" �" �" co Cn I "' 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
I 2548------ .. .. I
W I �_-- 3 �Cn �c) I I THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
TBC: 2546.88 I SEE ENLARGEMENT 1/C4.52 DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
C4.70 STA:4+94.34, OFF: 16.00'IR I IN THE FUTURE".
4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
a I I 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
80 I 47 I WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
B1 L42 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD-712E, WITH
I 4,000-SF TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
SAN I SD-712.
I 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
B9 L1 I I r TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
m I S D 712.
6"PIRR I -
�t +\ I I I 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
1 \ I I I 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
E I SD-710C.
STA: 5+78.78V A SHEET C4.11 I 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
5. CURB AND GUTTER
RoadwayPIan & ProfiIe - W. QuintoIe St■ 0 20' 40' 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
Horizontal Scale: 1" = 20'
5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
2556 2556 5 5 3-IANSITION FROM ROLLED CURB AND GUTTER PER N REVERSE PAN ROLLED CURB PER (ACHD SUPP) SACHD D-702RUPP) SD-702, TO r
W. QUINTALE ST.: Sta. 21 +60 - 26+60
HORIZONTAL SCALE: 1" - 20' 5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
VERTICAL SCALE: 1 - 21 SD-701 R,TO 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701. C
2554 2554 5 7 INSTALTRANS 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH MIJ
5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. O
5.9. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
2552 2552 SD-701 R,TO 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R 1
N
V
M m 6. STORM DRAIN cc
`� Cl) NO
rn 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
ZT 00() 00
N + O Cv) O -
m J L �' O0 c6 4 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
U LlJ N 00
+
Cl)
2550 CO N N o N N C6 2550 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■\/�� O
CD w r) N N N 1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
FINISH GRADE o w CD w CD w ■ y
W , 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70.
W AT CENTERLINE
4.6 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
2548 , o.5o°i o.50%
-1.00% 2548 POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
M
EXISTING GROUND r 95/ O 0.00% Cl) 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS. O
AT CENTERLINE �? y
- ---- ---- ----- ---SEE CURB DETAIL 6/C4.70 _ _ ___LLL- O 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
2546 - --- ----- --- - ti � 2546 cc
r AREA 8 r TOP OF ROCK 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. _0
o EL: 2546.11 EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. M M
BOTTOM OF ROCK 00
SEE DETAIL 5/C4.70 FOR PAVER EL: 2545.11
MATERIAL REQUIREMENTS
2544 , 2544 = .�
� �
4-IN PVC PIRR CROSSING oCY) CD
M
2542 2542 Revisions 10
- SHGW 1
EL: ±2542.1
SEASONAL HIGH GROUND WATER
ELEVATION (EST., SHOWN APPROX.)
2540 , 2540
2538 , 2538
2536 , 2536
8-IN PVC SEWER MAIN CROSSING`
$ZpNAL E
2534 , 2534 568
J�X04/15/2025
-41 OF
W.G
3 2532 , 2532
Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2530 2530 W. Quintale St.
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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
3CC04- 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60