HomeMy WebLinkAboutC4.15_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.
_ I _ THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
SHEET C4.11 I I FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE I
- - - TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
■ SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
B10 L3 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
I
4,213-SF 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
;,foi 0o I W I 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
69 L1 '
- Q� CHANNEL CROSSINGS AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION #
To
I
3 AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
ti��6 I o -
5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
_ I N THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
B10 L4I
z I 4,213 SF Pedestrian Surface Notes:
SEE ENLARGEMENT 2/C4.54
- TBC:
STA: 17+85.66,W.TORANA ST. - STA: 8+02.23, OFF: 16.50'R I 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
STA: 2+00, N. FARLEIGH AVE. ENLARGEMENT 3/C4.53
CR J �o o �o r J C\J00 o ~o co o co J co J I SEE ENLARGEME OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
0 00 - m Ln o Ln m O CC!
co co�? o Ln co o �? o I I SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
LgCD � ,O L"� -� rJ NJ NJ (D Lf) BCD co� �Cp coJ J Lf)J CD�? co� Lf')J
o Ln r Ln r N r Ln r °O o d o r`o cfl N T N r N T 0?o 0 o Ln r Ln CO o I ALLOWED ABOVE THE MAXIMUM SLOPES.
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L:L_ o ~0 ~00 ~Lri U_ c� w 4.4 0: R15L 00
U U_ �, LL M r CvJ ,r; ,ri �;u �;U_ �,U_ I 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
m0 r p m0 N Ln Ln m0 m0 m0 0O � ~ m0 r p 20 m0 o mO
_ _ + C6 Oo _ _ N M Ln _ _ _ _ Ls? CO _ J I MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
LD r v o c� c� o r` CO r 5.2 4.6
<C +�r�+ R -Cl) LL? 'ten. 8"PIRR 8"PIRR -!- M +"PII + - + O0'IRR Q - 8"PIRR -o- r` RR -00-� I RAMP (2%MAX).
+ T T T M 00 N + co 00 00 + + + + Ln I- - - - - - - T- - •CD- - 'Q _ - co L!") r (p - - - 00- - -N' - O -O O pp � I
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I 4,213 SF Roadway Keynotes:
R/W R/W R/W R/W R/ R/W
Co - 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
Cr
4.1 ° INFORMATION.
�;
W 8„ STA: 17+25 8„W - 8"W - 8„W - 5 6 4 6 I 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
5 1 STA: 17+14.01 5.6 �� ® 6.6 5.2 00 5.6 5.1 Ga 8"W BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
17+00 4'6 STA: 17+45.88 0 18+00 4.6 STA: 18+45.45 W. TORANA ST._ 19+00 STA: 19+21.47 STA: 19+77.50 20+00 STA: 20+06.83 I REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
��- -I +- I + - - - �� -I -M -
3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
"SS - - 8"SS - 8' S SAN 8"SS - 8"SS 8"SS 8" SAN STA: 20+32.66,W.TORANA ST. = THICKENED EDGE ALUMINUM WITH 6 INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
6B STA: 17+52.21 STA: 18+19.12 Ca STA: 18+25.45 STA: 19+97.50 I STA: 8+49.28, N. PLUM HOLLOW AVE.
5.3 5 5 1 = 5.5 5.3 5 5 s DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
4.1 > - B10 L6 IN THE FUTURE".
4.1 4.1 -�
/ STA: 2+33.45 cc l 4,213 SF 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
STA: 2+39.78 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
0 0 1 4 1 0 0 'r' 0 2S4j� _� o ��O \ i WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
m - - - -�- - .O- .oc coo- � �� 4.6 �� Ln cc-Lf> oC Lr> oc CD - �
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CD w L� L� / L� co - � w � C6 � L� 4.6 I I 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD-712E, WITH
r LL r LL CLL.D T CD r LL r T r Li I I _ TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
LL Q � LL CD VJ r L: LL < 4•4 M o LL LL � -
U_ LU co r U_ i.L cn - 4.1 ti C) Lri p ao "' rn r- o 0 0 _ 5.4 I I - SD-712.
v oo o o CD o o T 5.4 5.5 O T Ln N v o v cfl
O LO LC) C0 r I C0 O Ul)LC) r�O r_O LO r-LC)
Lo a NT �`�' o �� 5.3 I �M rnT cfl� Lo U NN coo CDDr� NO C600 R15'
v + + v + rn r + _ 5.5 � + -N v + v + Q + 3 v + r` o co v + I I 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
LC)CD D_ ti LC)rl- 6� LL')r� - LC)W CD co LC)W LC)M 0_ O LC)O O 00 Lf>O O
c"r = r N r cfl M c"r N r v + N r N- = r N r Ln rn + N- I + I TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
+ I III I NOr Nr �� III, mom m � m� Nr m� m� m� m� m � m� �a m� L J SD712.
F-U � U �U) �� �Cn �a �C �C � Cn 4.70 �Cn m� �U)
STA: 2+59.78 STA: 2+64.78 I N �,
4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
W , TBC: 2546.59 ~� TBC: 2546.59
H STA: 2+43.50, OFF: 16.50'R L STA: 2+43.50, OFF: 16.50'L TBC: 2546.73 2 00 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
TBC: 2546.48 lil TBC: 2546.48 STA: 8+96.34, OFF: 16.50'R 1 N SD-710C.
STA: 2+45.50, OFF: 16.50'R o STA: 2+45.50, OFF: 16.50'L N
a 2 TBC: 2546.65 STA: 9+04.45
2
1 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7 C4.70.
J STA: 9+04.45, OFF: 16.50 R
• TBC: 2546.55 TBC: 2546.55
STA: 2+59.78, OFF: 16.50'R = STA: 2+59.78, OFF: 16.50'L 5. CURB AND GUTTER
TBC: 2546.58 p TBC: 2546.58 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
STA: 2+64.78, OFF: 16.50'R C3 STA: 2+64.78, OFF: 16.50'L
pC 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
a
Q 5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
Z
5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
FUTURE PHASE /
z / I 5.5. TRANSITION FROM ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702, TO
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.
Road way Plan & Profile - W. Torana St. 0 20' 40' 5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH c
TRANSITION.
MIJ
i Horizontal Scale: 1" = 20'
5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. c
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 W
W. TORANA ST.: Sta. 16+60 - 20+60 6. STORM DRAIN
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 �
00 �, Ln 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
2552 , °) N � 2552 1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
V Lf) N
'� N '+ 00
°2 N 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■�
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o 'r) 00 N c" `\' c" `" 00 N v o 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
N m J m J m J m J N
T + MT CD LLJ cs w CD LLJ � w � + � o POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
+ o r CD COD + O + co L[) W O
550 T T � o00 cli
T° FINISH GRADE rn co + + + 55 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS. O
Q LO U N + 00 Q V C!) N Q 6) co O O O C\J
c; N CD w r co N AT CENTERLINE LD w N a N � N
`D J Q � m w c; N � ¢ � 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
� �
H w m J c� w EXISTING GROUND C6 _J CD w w cc
�
2 4 CD w AT CENTERLINE 2 4 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. Co
58 58
EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. M �
4.6 4.6 4.6 c CO
-1.00% 1.00% 0.50% -0.50%
0.50% 00
-0.50% � --
-1.89% o _ 1.95% --------------- '1.95% - -1.00%-- -
0.00% 0.00% M __ _ - --- ------ -- - 0.00% co
2546 -_ ---_ ------- o SEE CURB DETAIL 6/C4.70 - 2546 C � -2
SEE CURB DETAIL 6/C4.70 TYP. TOP OF ROCK
AREA 10 AREA 9
TOP OF ROCK EL: 2545.42 Ln Revisions 10
T EL: 2545.35 BOTTOM OF ROCK o
2544 , 4-IN PVC PIRR CROSSING EL: 2544.92 -- 2544 1
SEE DETAIL 5/C4.70 FOR PAVER BOTTOM OF ROCK
MATERIAL REQUIREMENTS EL: 2544.18
SEE DETAIL 5/C4.70 FOR PAVER
MATERIAL REQUIREMENTS M
N
O
2542 8-IN PVC WATER MAIN CROSSING co y- 2542
= SEASONAL HIGH GROUND WATER -/ SHGW
SHGW SEASONAL HIGH GROUND WATER ELEVATION (EST., SHOWN APPROX.)
EL: ±2539.4
EL: ±2538.9 ELEVATION (EST., SHOWN APPROX.)
2540 , 2540
2538 , 2538
$10NAL E
2536 2536 04/15/2025
568 0
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Project No.: 123200
2534 2534
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2532 2532 W. Torana St.
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=Q3 N N N N N N N N N N N N N N N N N N N C4A 5
16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60