HomeMy WebLinkAboutC4.14_Roadway Plan & Profile W. Torana St. 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
STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
PERMITTED WITHOUT PRIOR APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN = a
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7I�
\\ \ \\\\ I I I I II N FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
Cn TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
SHEET C4.10 I SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
\ \ \ 1 1 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
\ � M
\ :'��s�,s� 6, � �, N �h`L4' pp 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
� o A �`� ph FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
N cNSL cWrL �h O
4T WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS ;,foi
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
sr rr � o CHANNEL CROSSINGS AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION �
m To
65 L7 \ \ \ I N ,� s�Ls tih
m \ \ \ 4,00o SF \s \ \� \\\ 1 M 33 I I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
00
M \\ \ Ld _ 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
\rs �\\\ \\�\\ 1 \ a � I , �O THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
W �s�\ , sus\\\\ 4\\\ t I CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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V! F
\TBC: 2545.48 ■
\` STA: 7+99.56, OFF: 16.50'R \ m I TBC: 2545.70 G\F\R 25p3 Pedestrian Surface Notes:
SEE ENLARGEMENT 4/C4.53 \ I \ STA:7+82.22 12 9544 SEE ENLARGEMENT 1/C4.54
TBC: 2545.59 \�!\ I I STA: 7+99.56, OFF: 16.50'L/ -------- _ 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
STA: 8+01.56, OFF: 16.50'R\ \ I TBC: 2545.80 25g5
B5 L8 cc / OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
m \ 5.1 I STA: 8+01.56, OFF: 16.50 L STA: 15+38.66,W.TORANA ST. _ ,
� 4,000-SF \ \ 5.3 �J� � i' SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
cn CT J o f STA: 2+00, N. PALIO AVE. o J_m J J
o f coo N I J M o o J- ALLOWED ABOVE THE MAXIMUM SLOPES.
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U O J co J O J O 1 5.6 I I �O J co J L f'>J I C J c o J C o w O O J O J O J C O O CD
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O I r 0 N O Cl?O O N T ti 0 �O N O O co LL') Lf)r N O N O N O cT LL'O L1'O LO O O C
LL'r LO LC) Lo LC) LO LC) O I \ C7 I LO LC) L:l_ L6 LC) O LC) co LC) -- -- Cfl LC) N .. N .. N •• O LO CO M co LO N N T N T N T m Lo m Lr 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
N O CO CO N T \ 5.5 O F �CO CO �O LLi �CO � CO 6 W W LU -zzr cc
,--L:L LP)r LC) Lf) 1 \ LC) V LL L!') Lf)C\J C/) LC)C\J r LoC\J 3 G..�LWL CD LL GJ LL Lo U C\JL(7 Lf�C\J U C LLL- Ci LLLL C�LWL- C/) Lf)C\J O LO
C)LL N N L N T C..�LWL I , + R17 O L m 0 ~Co m o -m CD__- M o m o = o \ ~O°- ~o ~O •m o m o m o m� ~°,�° ~°„° ~o M W m o , m e CIJ MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
U W U U U m O 1 °O /, U LL M U LL U LL T U LL 4.4 d LL LCJ C-)LL C..�LL G..�LL o
o m o- - - - ~o ~o-o R 1 ~� +- 8"P R T -- 8"PIRR ~cfl "P < o 8"PIRR -°O L6 8"PIRR w -M I �? 8"PIRR -� m_ w 3'P F°° o' T ¢ v 4.4 0C ( MAX).
+ w w ~o co o ~L" 17 M rn co =-� - + + m RAMP 2/o MAX
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0
IRR - - d T - - - - = P�RT- + - T? rn eO - M - T M - - - - - - - - - - + - - - - - - + - - - - - - "' - - - - - - + r N - r L0 - + + + - - - - - - + - - - - - - +
4.4 r_ + 5.4 3 � - -M o - -T- -�- -M- - -�- - � - rn m Lr) -r- -r• -T- -co- _cc
- _1=2 - r - - - - - - + - +- T - �'� R13 - + _ + - ZD
+ -�-U) + + + - -�-� Roadway Keynotes:
cn '-'-' Q T T •� T � r Q N � Q � Q Q Q � �T r�¢ Q
LU - � - -¢ - \ \ 5.2 cn oo m 4.4 a Q
cn d ¢-~ \ ti - ¢ ¢ cn T cn ¢ Q I ¢ /Q cn m cn v) cn °O cr
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") `C/) U) �� lu:) �L,) `7 ~" `U) `U) - - - - - - - - - - `~" 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
,M \ 4.6 R/W R/W R/W R/W R/W R/ R/ R/W cc:
R/W INFORMATION.
4.2 00 4.2
0000•° e
eee•e•
°a;ora 4.1 - ------ 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
5.6 g W- 8"W 88�i1V 8"W 8"W 8„W BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
\ ,W 8"W 5.5 STA: 12+05.50 \ 254 REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
�) 2545 5.3 g 11W _' Gg` 5.1 25A6 6 5.6 G� omc 4.6 0 6.6 5.2 GB 5.6 5.1
\�---�/ STA: 11+72.16 STA: 12+11.83 STA: 12+70.83 STA: 13+09.16 STA: 14+35.16 STA: 14+78.88 4.6
11 0 6.4 13+00\ W. TORANA ST.� 14+00 15+00 STA: 14+98.88 STA: 15+78.45 16+00 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
-�� - -_ - I I- - � -F_-M� - A.
- - - -;� - - + THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
STA: 11+82.16 S A: 12+61.50 C� STA: 12+89.16 p C( p C C C p (+ p
` \ "J 8"SS 8"SS 8"SS 8"SS 8" SAN "
8"SS - tS� sAN 8 SS 8 SS DE AL . N PAINT. INCLUDE SIGN THAT TATE THI R ADWAY T BE EXTENDED
2545 6) 4 6 4.6 ,%, �� G� STA: 15+05.21 STA: 15+72.12 e) STA: 15+98.45 IN THE FUTURE".
5.5 4.1 4.1 5.6 5.3 2546\\ 2546 5.3 5.5 \ 1 5.5
4.1 4.1 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
� \ \ ,,,, M 5.4 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
\ 5.4 4 6 WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
-R RW 6.4 p �� R R R RW RW - - -
10 - co - - - -�- -T_ - - ` \ - -- - T -�- - -�- -o - - - - - - - - co_co -o _�_o` �� 4.1 4.1 - - -�_ _�- - - - - -� - Cr
4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD 712E, WITH
-m a i - T 5.4 Rr3 �\ U_ LL U T = '�; 4.4 co T cn o-CID - Lu - - - - - - - - - Lr
c TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
T
T O W 13 \ - - -LL- - - - - - y - - - - - - - LL - - - - - - - LL LL LL LL LL W LL LL
o ¢ 4.4 L:L: LL 0 4.6 R \\ 5.4 0 0- - o i o m Q _ ,� ,� \1 N a< r � m ¢ co LL SD-712.
c� co 0 0 0 0 \ co CIO LL o - LL o- .o CD o 0 o c
Co T "? \ rn O° `' ,�T °� I I 4.3. INSTALL PEDESTRIAN RAMP TYPE H PER (ACHD SUPP) SD-712H, WITH
•\•�� 1 Cb O / N T O co (D O
00 r 2 CD CD O I \ \ LL'C)' ao LO CM C)'Lf) = Lf) c0 (D = N O C
rn U Lf)T Co T N Ln LLn 00 R17' P` \ \ Ln 0O v T Ln o co Ln ti U N o m �T 00 T I I 1 M U co m°� TACTILE WARNING SURFACE TWS FOR PEDESTRIAN ACCESS ACHD SUPP
� + Q rn NN N6) � + I 1 1 \ \ � + L6 � + oT / � + Q cor cor` a'rn orn 0 oc*i rnLri oM Q � + v + ( ) ( )
Ln o v Lc'ti Ur ti Ln r �T\ T + Ln
N , ll + + + Nr I I + \ I \I \ N NN Nr �L� \ Nr N M LV �� �� I I 5.5 .4+ + �� N� , Nr SD712.
UQ Nr Nr Nr UQ + \ UQ T UQ + UQ + I N'- Nr Nr LC)L2 LOLL' Nr UQ UQ
c; �;Q �;¢ �;¢ c; I 5.5 1\ \ m c'¢ oo W N T' F-U) _ C�Q �;a �;Q I `"T `\'T ¢ L; F-Cr 4.4. INSTALL CONCRETE SIDEWALK PER ACHD SUPP SD-709.
\ \ �cn m� �cn
\ I \ TBC: 2545.56 L') ~ W TBC: 2545.75 I I I TBC: 2546.07 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD SUPP
TBC:8+97.6 I \ I STA:8+97.01, OFF: 16.50'L 'STA: 2+43.50, OFF: 16.50'R ( )
STA: 8+97.01, OFF: 16.50 R I 1 \ \ h� C4.70 I STA: 2+43.50, OFF: 16.50 L , SD-710C.
TBC: 2545.45 I I 1 \\ \,\ TBC: 2545.25 TBC: 2545.76 I / 1 STA: 2+59.78 I TBC: 2545.96
STA: 8+99.01, OFF: 16.50 R STA: 9+16.35 \ \ STA: 8+99.01, OFF: 16.50 L STA: 2+45.50, OFF: 16.50 R I M STA: 2+45.50, OFF: 16.50'L , 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
B3 L8 B3 L9 1 I I \y� \ B�\ B4 L2 B4 L3 B4 L4 I B4 A 5.3 -
6,600-SF 6,624-SF I I 1 \ I \ \ 6,074-SF 6,600-SF 6,600-SF 6,600-SF I 2,114- F I , 5. CURB AND GUTTER
\ \ \\ \ I I LLi I 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
1 STA: 12+35.66,W.TORANA ST. _ ems\ \ I I Q 33' °�
I I
1 1 STA: 8+49.28, N. BARTOK AVE.\ c, S\\ I I p 47' I , 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
47 5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
o I FUTURE PHASE ,
s l ; co z co 5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
I i 3i � � � i� ., I \�� \ \� i
1 � I
■ � \ \ : I � � - - ■ , 5.5. TRANSITION FROM ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702, TO
T I I 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R. r
1 I 5.3 SHEET C4 SHEET C4.20
1 I i I ll
I , 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.
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■ 5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH Cc MIJ
Roadway Plan & Profile - W. Torana St. 0 20' 40' TRANSITION. MIJ
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
2554 2554 6. STORM DRAIN
W. TORANA ST.: Sta. 10+80 - 16+80 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
HORIZONTAL SCALE: 1" = 20' , O
VERTICAL SCALE: 1" - 2' 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
y �
2552 2552 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
OC! r00 y
c0 M o � ti 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■�
OCR + + + +
M + Q T T LO Q 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
2550 , N T T Cn N U N En "' Cn N 2550 POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
M ¢ cn
LO co coM• U' LLU CD W CCD W U' W 00 � � O
r , M N m J `r V M +C0 to co _ M + , 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS.
O co U W U W CD O 00 O Q r co T T
~ Lrl_„ ,� L" o C6 c+, Lf) ; N a � „ m Q I , W 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
1.1.1 , + N M M ~ co r co H LC) r CO LO Y.1
_ _ M + +C\JLIj m J U) N �-j Cn N Scc
h r + O N rl_T N r r CV r N LO C'� W Cm'3 W m J N
2548 , T L" "' Cn `" Cn "' `� W 2548 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. co
cs W EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP.
LIJ
Cf.) N M Lf) H Ln W GV Cn N LD W m
m J C/) N N
N W CV J
cc CO
C3 w cn
m J C'3 W C3 W CD W CD W � � C OO
o W FINISH GRADE 4.6 4.6 G
U M
AT CENTERLINE 0.50% c
4.6 -0.50% -1.00% 1.00%
2546 - - °
4.6
0.54% -1.95% o 1.95%
1.00°i° co [ 1.00%° ° -_-- __ 2546
1 0 0 1.95/° EXISTING GROUND 0.00% 0.00%dildildlikTilkliMi o -
0.50% -2-40% 0.00% 0.00% 0.00% 0.00%
SEE CURB DETAIL 6/C4.70 TYP. AT CENTERLINE -
-----� ------ _----_ _-----�---- -----
----+-- SEE CURB DETAIL 6/C4.70 TYP.
----
TOP OF ROCK \o AREA 11 EL: 20OF ROCK
Revisions 1
2544 0- �, AREA 12 - _b EL: 2544.83 2544 1
o "' 0 4-IN PVC PIRR CROSSING
NW4 r
TOP OF ROCK TOP OF ROCK BOTTOM OF ROCK BOTTOM OF ROCK
EL: 2544.27 / EL: 2544.34 EL: 2543.66 �SEE /C4.70 FOR PAVER EL: 2543.66
/ MATERIAL REQUIREMENTS z
2542 , BOTTOM OF ROCK BOTTOM OF ROCK o 2542
EL: 2543.02 / EL: 2543.09 M
SEE DETAIL 5/C4.70 FOR PAVER �, 8-IN PVC WATER MAIN CROSSING
MATERIAL REQUIREMENTS °' J L_ _
8-IN PVC WATER MAIN CROSSING-A - SEASONAL HIGH GROUND WATER
2540 , _ SHGW 2540
EL: ±2538.4 ELEVATION (EST., SHOWN APPROX.)
SHGW SEASONAL HIGH GROUND WATER
EL: ±2537.6 ELEVATION (EST., SHOWN APPROX.)
2538 , 2538
$ZONAL E
568
2536 2536 04/15/2025
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�rE OF SOP
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3
1.2 2534 2534 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 W. Torana St.
_ 2532 2532
LC) M LC) M LC) M LC) M LC) M Co r O' O ti ~ N ~ ~ LC) O Co ~ r-- 00 N 00 N 00 M M CA L[' M O O O N O N O coO L[' LC) r Co N ti N 00 N 00 N
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LO LO V LO V LL' LL7 L!' L!' L!' L!' L!' V LO L!' V LO V L!' L!' L!' L!' L!' V LO V LO LO L!' LC) V L1' L1' L1' L1' LL7 L!' V L!' L!' L!' V
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FT 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 N N N N N N N N N N N N N N N
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 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80
o C4A4
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