HomeMy WebLinkAboutC4.19_Roadway Plan & Profile W. Viso St. II Sheet Notes: CLM
SHEET C4.11 I I I I SHEET C4.18 \ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
\ STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN
LO "' \ STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE O/ I
\ N I N c9I�' o I o PERMITTED WITHOUT PRIOR APPROVAL.
N I \ I `� FUTURE PHASE \
Cn
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN a
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
a
c�
CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.W
1 I 131 L41 \ I I I Lu THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
4,000-SF I I I I I LO m j BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
o I \ I I m N m I I �o Z j FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE I
+ T r I I p op o TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
\ I I 30 I I m°� `�T 00� -J `� J SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
o C7J_ �co pjo� I � o
I I \ 2549_ -I- - I I I I o J N T `� I � Oo FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
MJ I r - 26' Lnr J_ N NC-D co T
I� -co O I \ I I I I I U J_ LC° C° Z F CO O m 0 � O J x C)
z �`� ti ,r,J o _ rn 0 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
N - I \ I I a 1 o I I rn °; Lri Lan' 00 o m I m FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
U N .. I 1 w -� I O 3 CO O I I I Lq �, T
47' 00 o L; L.L. �h� co r - - - - _ + _ v N T °C r` WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
o o N T `� I I I + cn PI STA: 5+ <56�i Ln Lf>r LL c� ;,foi
N .. mo ti
°° L� a m o_ �,33' I 00 00 o ~M SEE ENLARGEMENT 4/C4.52 Q5.3 PI STA: 5+ 56 _ _ M _ _ _ _ o _ 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, �
+ O° ACHD EASEMENT r To
;T - r o N' - - N CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
Ln + 61 L42 I n I Q °° I I o 33' ai,n m _ _
XX/ Ln N r r Z m "' I I co M I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
4,000 SF I I T I I"' I U L +
,-
+ T �' + I IN 47' �' `� 2549 IV
SAN Cq r Q I I - VIV
SEE ENLARGEMENT 2/C4.52 I I Q � SEE ENLARGEMENT 3/C4.52 I 1 5 7 I coo �_f ,c~r,' J I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
- J � I I I � Z v° I o O° i� x THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
- - - - - - N � J \ I U, / o GIRR _ CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
ICJ COJ I I I TA: 11+11.83 i `� I rno rn� i \ 1 R1T�'� IRyJ, / B14L / ,Gn �g .-
�o-moo - 6.3 SGT1.4 o I _ Dorn �� I 4,81 SF Q 25 a s
" coJ 6" IF Ln-„Ln 5.1 -
�� �°6 - - + I I N N U� 1
R1?' L� R
L!)r UU_ ULL OJ I`J 6�J J O CflJ OJ CON .. m o m o , o r'o M co o T N N Ln o o o o m C:) 3 4.6 13, '\ ` 5 2 4.4 w Pedestrian Surface Notes:
/ I LL I ��' ( - CO LO 00 Ln I 5.1 I of Ln co I - 4.1 \ 5.2 R� -
pj LC° M Ln
c" r r CO v`� 0`� `� c" T v`� `9 ti Cl) - 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
m 0 Lr°r Lr�r Ln r Q L�T r Ln r
��3 1 R13' ~ao ccoo co w N _N L.L.- N L� N L� a - N" N" " + - - 26 \ cr PT STA: 7+66.51 °
LL c:�U_ c� 6.1 SDCB 1.4 SDCB 1.4.1 6.1 6,l = o_ _ ui, .611- 6� +, � Lf° _ o, � OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
STA: 5+78.78 4.6 5.2 rn + �+ a I 000 44 mo 000 mo �o ¢ mo mo
\ Lf° C\J w J - m ti 5.2 F'9 `L _ PC STA: 7+39.61 _ SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
+- Q -Q_ bo p. _O_ -� /ram / T \ Imo- ~ + - - _00 -a cq / / /,
N _ + + M cvi �` = o u' 9 NEW CURB ALLOWED ABOVE THE MAXIMUM SLOPES.
26' \\ v° v° ¢ I co M TRRC. / RS2 �g`1 \ + Q I Q + + _ _ 4.1 �co �� 6/C4.70
- - c" - - - - I _N_ - - rN- - - - _¢ Q_ - - -`" - -� �_ - - - _¢ - _Q"'_ // R20 o �� k00 w� �? sAN j S 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
_ ��„ c; ��„ N _ cL`' j� PT STA:6+69.51 MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
I � � 4.1 � �/V 1 RAMP (2%MAX).
m
STA: 5+85.11 0 4.1 c' STA: 6+49.02. °
w
m ° °
t + f Cr s�`9 STA: 6+ 624 9 �' �
CilRR
4.1 �� 8 W 8 W 8" - I 12"W 12" 5.6 `� �� 6.4 Roadway Keynotes: �0
5.1
m ,
T�„�
STA: 5+67.74 6+� 4.6 m 1 �
5.1 51 CD 5.1 5.2 P,I o CD
= m 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
2+59.78 m --'5 1 STA: 5+61.40 0 �T-�U - - - -o a, INFORMATION.
4.6 3+00 cc W VISO ST. 4+00 I ti� 5+00 STA: 5+39.90 ,.° �� 4.4 U -
�- Cl) - - - - - �� - Cl) - SAN - 5.2 i o
STA: 5+19.90 ILI 4.6 Sq9U_ CIO
M / / G O ao o B906 SF Oi I 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
STA: 2+33.45 STA: 2+39.782 STA: 4+70
STA: 2+00,W.VISO ST. = G� S48 STA. 3+97.74 STA:4+23.74 5 1 I G �` 00 N "M + o BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
STA: 6+18.56, N. PLUM HOLLOW AVE. 1 PC STA: 5+10.39J �� 4.1 J 6.4 m o cn + N r� I rn Co
4,1 5.6 5.1 STA: 4+19.74 5.6 / M N ti c;¢ REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
m
C" N + mF �� N �
4.1 J �j ---`LG' / � Q ~c" 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
MO m~ .
STA: 6+52.02 �� R R W R W 4 1 R Q�`L� / _ _ r _ _ _~"' _ _ N THICKENED EDGE ALUMINUM WITH 6 INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
_ _ - - - -o; DECALS. NO PAINT. INCLUDE SIGN THAT STATES, THIS ROADWAY TO BE EXTENDED
STA: 6+58.35 �c', - �o �S N m
r m 'r' m N I m Ln m m �°C h��' Q9 STA: 6+02.17,W.VISO ST. - `r' + IN THE FUTURE".
o m w o T o w o o CD ti
4 - - - �' o- - - - o - - - - - - - - - - -�? 400
.1 `f?- - - - - -� o- - - -`I? - -'r'- -�� _ 4.1 26 STA: 6+23.65, N. LEMON TREE 6/C.0 CD co ¢ 4
/ 1 m w- 3� 'Q�� / r o w r r � - N II PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
I / 4.4 LL.CIO
CD CD\ Q` 1 0 / coo_ ¢_ u= 5.2 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
41
Lu.
o �o 1 / _ - o 00 o LO
4.6 WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
26 r`r = rn r` STA: 12+08.83 I r� "' = CD co o o N R13, R13
p v T v LL p ai O
"' ors c� MM NM C C) 4.4 c� o0 .M MN a;oi
R1 � 3' / 5.2 v� ; Q - m 6.1 SDC61.5 I Lrn � o Q �T �T fir- v"J
I 3 4.6 R1 ( rn + ti m rn + cc-) + N r- + + co Ln + 5.2 4.2. INSTALL PEDESTRIAN RAMP TYPE G1 PER (ACHD SUPP) SD-712E, WITH
N N , + a FN CO Q I N N L� °"U') L' + `� J R1 ` TACTILE WARNING SURFACE TWS FOR PEDESTRIAN ACCESS ACHD SUPP
I N N I �, \ N LCJ U Q 1 R1� (TWS) ! )
U Q C\r U Q U Q = U Q U Q
m� �¢ - mom 6.1 SDCB1.5.1 I m� -_ �¢ m� 00 CD< ACC„ - °C SD-712.
R1�AN R1T i cn Cn I N CD \ cn cn - cn m Cn / \ o
ACHD EASEMENT N \ 6.3 SGT 1.5 I I \ 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
5.7 I \ STA:4+08.74,W.VISO ST. _
B10 L2 I 5.1 N o I STA: 11+60.33, N. GRAND LAKE WAY � 5 7 (Q? TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
4,213 SF \ I I o T o I I + 5.3 I SD 712.
5.4 I \ I o � � o I I I
a I T m m o 5.3 r- STA: 7+05 \ 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD 709.
I I 1 I U_ cy I I I J
� o J N oCD
I O o I J � cNn \ I I o �00 I I v Lf° 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD SUPP
J + ~' CD o w �� I Ln o I + I I o I `� CD J `o \ SD-710C. ( )
�_ - I 26 �N I I 'i o ii
o N r U_ 33 cc, U_ \
= " ,y \ - - - - - �N ¢ oo STA: 7+10 C6 No
o o / I I -N r I I I ai r`00 47' o r� \ 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
J 00 NT o N N I I c y 30 I I N Q I+ 25�9\ � Q / 5. CURB AND GUTTER
- �" + N CID i I I N I I o I c; N m \__� + / 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
Z I NO UQ W NCO
40 Ma
N ~"' B10 L3 Cn
N / j I I I Q FUTU RE PH AS E / 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
/ cc cc I W
4,213-SF o H LU 5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
33' It
N / o I I I I I ZO 5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
j
W j 5.5. TRANSITION FROM ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702, TO
I _ I I SHEET C4.16 Z i 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R. r
' I 8 o I I j 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 W. Viso St. 0 20' 4I 5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH Cc
TRANSITION.
\ MIJ
Horizontal Scale: 1" = 20'
5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708.
� p
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
2556 W. VISO ST.: Sta. 1 +60 - 7+80 2556cc
6. STORM DRAIN
HORIZONTAL SCALE: 1" = 20' 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601. O
VERTICAL SCALE: 1" = 2'
ti M o ti 0 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
2554 C� M � ti N RZT M
� + + co + co 2554 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
NT � � Q 00 Q I ¢ � 00� "? 1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
(� N C/3 N O Cn N Cn N Lr) N N m CV CO + coco ■-
rn co CD r U CD w + ti o m LU CD ,� � , CD w M '� � 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70.
o� c� w + rn Q
O�NT 6� T U I` N H Ln
2552 + + M + �' N N + 00 N ° m J 2552 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
C6 N + ; o m � O° + r- + c'o + LO cr' `" `D "' POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
Li
LL L!") C', W LO C.'3 W H LC) Ln NT Co LI?W O 00 C7 W
(n N � �, ¢ (nN a, N Co Q ¢ MATCH TO EXISTING O
CD w CD w � N CD w CD r � N c; N N PERMEABLE PAVER TO 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS.
`° J ADJACENT SUBDIVISION
o cros w CD LJLJ cmD w c7 w
+ r` N C? 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
2550
N ~ L 2550cc
c; N m FINISH GRADE 4.6 1.45% 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. co
CD J `D "' AT CENTERLINE 4.6 EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. M
0 0.00% 1.29% -0.59% 1.00% M 1.00% 1.00% CO-
EXISTING GROUND 2. 10 2.00% 2.04% 0.00% 0.00% 0.00% O 0.00% Li EXISTING CURB cc 0
2548 AT CENTERLINE 0 92% SEE CURB DETAIL SHEET 6/C4.70 -- '' 2548
77-7777
1.00% ----- - - - - �-
2' T I - -- - - - - --- - TOP OF ROCK -
M °° -- ----- ---- - -- - -- � _,.. ,� �' .-. •-- ��ow�o� NEW CURB ti
r 2 AREA 22 0 TOP OF ROCK c� a�
M 0.00% O 3 -- -- ------- ------- - --- -- - EL: 2547.64 EL:2547.76 6/C4.70 MIJ
O SEE DETAIL SHEET 6/C4.70 FOR CURBING
� � Revisions
- - , ;
2546 � AREA 7 r TOP OF ROCK BOTTOM OF ROCK SEE DETAIL SHEET 5/C4.70 FOR PAVER BOTTOM OF ROCK 2546 1
0 o EL: 2545.94 EL: 2546.14 MATERIAL REQUIREMENTS EL: 2546.20 24-IN PVC GIRR CROSSING
z_
BOTTOM OF ROCK 12-IN PVC WATER MAIN CROSSING
EL: 2545.02
2544 2 M 2544
SEE DETAIL SHEET 5/C4.70 FOR PAVER
MATERIAL REQUIREMENTS [__,__ 8-IN PVC WATER MAIN CROSSING
0
cYi
2542 SEASONAL HIGH GROUND WATER 2542
8-IN PVC WATER MAIN CROSSING ELEVATION (EST., SHOWN APPROX.)
SEASONAL HIGH GROUND WATER
ELEVATION (EST., SHOWN APPROX.)
2540 2540
$ZpNAL E
2538 2538 568
J�X04/15/2025
qrE OF �pP
`9�ES W.G
3
3 2536 2536
Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
m a EXISTING GROUND ELEV. AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2534 2534
_ _ W. Viso St.
' f� f� V O Co CO � M N r- M O f� M M co M M O O O O M
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L!7 LO L!7 LO L!7 LO L!7 L!7 J') L!7 J') Lf7 rl.� LC') J') LC° J') L.S") L!7 LO LO LO LO LO Lf7 LO U!J U"i J') Lf7 J') l!'° J') l!'° L.C) L!7 LO L!7 L.C) Ln LO L!7 L.C) L!7 L.C) 11") U"i 11") L.C) Lf° Lf° U"i Lf° U"i 11")
N N N CV N N N N N N N N N CV N N N N N C•v N C•V N N N N N N N N N N N N N N N N N N N N N N
11 3C4A 9
1+60 1+80 2+00 2+20 2+40 2+60 2+80 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