HomeMy WebLinkAboutC4.02 Roadway Plan & Profile N. Bartok Ave. Sheet Notes: 'i= THE
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO
oc I I y y / / 47 N r STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN LAND
- c a B4 L9 / / / O z STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE .
a I 6,868-SF I / ��33' / B10 L27 Z •
_ PERMITTED WITHOUT PRIOR APPROVAL.
Cr
co
GROUP
co / 8,629-SF h 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
Q o APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
I Z ~ ~ C CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
O° N V = THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
PCC STA: 14+26.45 yri y BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE
STA: 14+08.98, OFF: 16.50'L 1J 3,3 ,S-' N 3'3 I STA: 14+09.27, OFF: 16.50'R I F- FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
TBC: 2544.97 TBC: 2544.97 Q TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
110, 1 B10 L26 cc W SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
cc STA: 14+07.08, OFF: 16.50'L STA: 14+07.15, OFF: 16.50'R cis °C FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
°C TBC: 2545.08 � - 6,959-SF LU CD �
ao a I TBC: 2545.08
STA: 13+91.03, OFF: 16.50'L I J` cc I z 3. ABANDONED BUILDINGS, TEST PITS/(MONITORING WELLS), OR WATERWAYS LOCATED
� _ I STA: 13+91.17, OFF: 16.50 R E
v - I I TBC: 2545.08 3.5 TBC: 2545.08 o WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE EXCAVATED TO NATIVE SOIL
I W AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.
CO J O p ti J I I I I J ti J N J I ~ M _J o f ��y
M �?O N _ MO MO of r` co � F`
0o I I O Lri`r' Lf� I PCC STA: 14+07 2 0 0 0
Ln - co m J 0o J o I I m J co J Ln Ur m J �co v C co U') Lf>J r� J co J M J � � � Q 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
- � NT B4L10 �`O �� oho o 17 / I o0 00 �co N� LO Lp � C6 o'o cflp Oo 0 o LO LO -
N U �L N .. Co Co I I I Lf> LO N r lCj LO N •• N N r Co U CO Ln L0 Co L0 N N CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
tl �- �i� 6,079SF Cj� �r �r I �n� �� � �� <�� w I�i Li: i�c� � co �co �cfl �ii CD +I
X o o m o N� N� I I /T 4.1 I N N .. m N .. co 0 U o % �".,T N T C\J r N T U o X o AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
o ao T - LL LL _ > m 0 >
ti m o m o I `'" "" ~ -�'" m -~ -� 6� "' o � C 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
r m0 m0 m0 M �� M
C.Dti o N I- J 3.4 3.4 ` -I- Un I!H U rn o = o m o m o c� c�
L - - - - - - - - - - - - - - - - - - - - - m N _ LU _ o r co I o o' -o� m N a -v v -- m N m co THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
CD- - r - _ti CO > C _- ____ �O ... �. O r
H M - U Cq- - - - - - - - +- - - - - - CA_ - .LC')- r`- -CS7_ - - - = LL.I-T.� m __
C_j
l + Q w 2 4 o O m C\j� o + ai Q Q N N m + w I� v co M co
CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
0
o _ o_ aald a '-'d _ + + + + r + 2.4 I,I r r o r + + + + m r
m - - - - - -- - - - - - - - - - - - - - - - - -<-
ex Q i�r0 - -~' - _Q -O -O T r Q - r -i H- U T CO U _Q N N N N U
seo - - - -T- - --r
30}o T
�- -- T T T .......... w `� Pedestrian Surface Notes:
c~n c~n 2 1 2'S 2 1 c i CO c i � � C0 c~n c i Cn �
a H M LI M a Cn cn
����� °
� - - -- 2.7 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
TP-20 4.2 2 5 SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
2.5
M M�8 M�8 M� 1 „g 3.4 STA: 11+55.96 3 4 ti��� 3 1 M n I ALLOWED ABOVE THE MAXIMUM SLOPES.
14' 2.6
9+00 10+00 N. BARTOK AVE. 3.3 �, 11+00 STA: 11+49.63 1 12+00 �13+00 I 2• WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
;- -I - LL _ MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
TA: + 2.7 co- STA: 10+42.78 LO 3.5 - 3.6 STA: 11+89.90 �-I " + I - 00 - I I 3.7�)f RAMP (2%MAX).
C�� S 9 8 8 STA: 10+83.05 - STA: 11+70.56 STA: 12+96.6
9rJ STA. 11+16.28, N. BARTOK AVE. = Q� �, II
3.3 3.4 STA: 10+76.72 STA: 13+47.53,W. LESINA ST. `sn 2.6
STA: 10+62.12 3 4 3.1 14 A: 13+16.63
Oq Roadway Keynotes:
- 4.1 1 ,'
--
` 2 7 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
m m o AA/W�:� AAA INFORMATION.
asa
o:o
O o 2.5 C:) Lon m `i m_� o m � o,
- _ o cn Ln
lo- - - - - - - - - - - - - - - - - - - - - - - -m- - co =. - - - - cc- - - - - - - - -�- 2.1 ---- m - Lo
o r o - - -o o -co co 2.1 /- .co- - co - - - o - - - _o_i- -o - o - _o _ - o _�_ - �`� m 2. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
r �? 0 2•4 m ,L -,l T - - -�- w- O T T r 2.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD 712A,WITH TACTILE
m r o o LL- - - r -2'4 - - 1 Cm o T o �, 0 6M' o 00 T WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER ISPWC (ACHD
rr
r - - - - - - - - - - - - - - - - - - - - - T co - - - - - - - -- - - - -T- o o m - -LL- - J_
I (D L L Q W LPL LLLL N M I 3 4 ( ti LL o 1 U C!� CD M N (3� O N - N V UJ CV L L
M U M U O O N O N 1 co O co O Q LU CD Cl) O LO r r- O r Lf� O LC� LL_
oo Lri Lri I I ( Ln rn M Ln rn + o SUPP) D-712.
L" c�i co r` 0 4.1 I o m o 0 0 l oo v + v rn ao m y o v N co co c?
L� 0O C ti T v + + - O Lci Lri co 0o r` m N N Ln to r`o +I rn Ln M co
N ti co rn o Ln o Ln o + + � + _Ln N of ', ao of N r LO v + ti � + + CAI r
O N I I Ln r LO r ao Ln m Ln 2.2. INSTALL PEDESTRIAN RAMP TYPE G1 PER ISPWC (ACHD SUPP) SD-712E,
+I N B C D N r N r T I N r N r C\]U i B 2 L 4 7 u i- w U ' + N r C I�N X N N
0o Lri 3.5 ti + v + m N + N r C cii co
v + B3L10 � + ci¢ �iQ I c�Q �i¢ + LO LnN » Cr', ci¢ �iQ Q
X + Ln o I I a N +I r WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER
tea' CON� Nr co H� 3.5 �c~n �c~n NT 6,442SF Nr Nr mm UQ 6v� = r +
.. s,624-SF I I I m •• m CO w w x M ISPWC (ACHD SUPP) SD-712.
UQ UQ UQ UQ HCn � C/J
~ �� I I m � m ci¢ m I v¢ m� m� m � m � mi , m � �T y
m U) U) W cn W LD Q
y ~ c" ~c" TA: 12+93.42 I m „ „
Q I I STA: 13+04.17, OFF: 16.50'R 1 m I � 2.3. INSTALL PEDESTRIAN RAMP TYPE H PER ISPWC (ACHD SUPP) SD-712H,
Q I 2 I I TBC: 2544.96 W LU N WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER cc
cm ISPWC (ACHD SUPP) SD 712.
LU LU SEE ENLARGEMENT 1/C4.52 I STA: 12+93.42, OFF: 16.50'R C4.54
a a
~ I I C4.54 I 3.3 I TBC: 2544.96 2.4. INSTALL CONCRETE SIDEWALK PER ISPWC (ACHD SUPP) SD-709. 0. O
LO
STA: 13+04.03, OFF: 16.50'L c"
TBC: 2544.96 I STA: 12+74.09 3.3 I STA: 12+91.42, OFF: 16.50'R 2.5. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 6/C4.54.
TBC: 2544.85 r, "ti-
ll �
STA: 12+93.42, OFF: 16.50'L ao - s I
A,- N I, 2.6. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC
U, la �, I _ (ACHD SUPP) SD-710C.
co TBC:2544.96 N
o ( I STA: 12+91.42, OFF: 16.50'L I I Cn N 47 001 N I LU LU O
I I 9L TBC: 2544.85 , ' , \ I 2.7. MATCH EXISTING IMPROVEMENTS.
CD
3. CURB AND GUTTER mom
0 20' 40' 3.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-701. �� O
Roadway Plan & Profile - N. Bartok Ave. ,�
3.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER ISPWC (ACHD SUPP) y
Horizontal Scale: 1" = 20' SD-701R. a)
2554 2554 3.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-702. Jm=
N. BARTOK AVE.: Sta. 8+60 - 13+40 �
HORIZONTAL SCALE: 1" = 20' HIGH POINT STA: 12+76.73 3.4. INSTALL REVERSE PAN ROLLED CURB PER ISPWC (ACHD SUPP) SD-702R. O
VERTICAL SCALE: 1 II = 21 HIGH POINT EL: 2546.96 3.5. INSTALL 2-FT TRANSITION FROM ROLLED CURB AND GUTTER TO 3-IN C
PVI STA: 12+67.44 REVERSE PAN ROLLED CURB.
2552 PVI EL: 2547.40 2552 c
K: 12.86 3.6. INSTALL 5-FT TRANSITION FROM 6-IN VERTICAL CURB AND GUTTER TO 6-IN CO
AD: -5.45% c M
REVERSE PAN VERTICAL CURB.
LVC: 70.00 � 00
ti Ln co co v ti 3.7. MATCH EXISTING IMPROVEMENTS.
o co
2550 + LCJ + + + Lf7 + N + N _� 2550 4. STORM DRAINAGE .L
o � r � r � r r
rncc
M w LL + �, 4.1. INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC (ACHD SUPP) LO •i
L a LO ¢ 6' � m � w co SD-627. SEE DETAIL 3/C4.70. c�
Cr° Cn N (n N C/) N_Lj C/) CV > > CC
+ O N 00 m J m J +C\Jm LU < G
o' LO + N m `� LU cD LL, CD LU CD LU o T N N 4.2. TEST PIT/MONITORING WELL. SEE SEASONAL HIGH GROUNDWATER TABLE
C i N ¢ o "I a' ¢ L`�' CD LU
1/C4.70,AND SHEET NOTE 3. Revisions 1Q
2548 CD w m J Q 17 o LO + � ± � � w 2548
o LU FINISH GRADE c; N T v T T MATCH 4.3. INSTALL PCIP PER DETAIL 3/C4.54 AND ACHD BMP 34. 1. AGENCY COMMENTS- 10/24/25
AT CENTERLINE O° J < - EXISTING
o w m J m J m � ' ROADWAY
EXISTING GROUND L" `D LU cD LU -2.00%
T � �
AT CENTERLINE 3�5°I° i w
2546 2546
-0.50% -1.00% 2 51,111000%
2.5 1.00% ° I o
� 0.00% 0.00%
\ SEE CURB DETAILS 5&6/C4.54 TYP. -
2544 TOP OF STORAGE ---------- TOP OF STORAGE 2544
N EL: 2544.33 TOP OF STORAGE EL: 2544.33
48-IN RCP EXISTING GIRR CROSSING
LU LU ao - EL: 2544.26
H rn r . �� AREA 23 , '
a a
BOTTOM OF ROCK BOTTOM OF ROCK
2542 EL: 2542.49 BOTTOM OF ROCK EL: 2542.49 2542
EL: 2542.43
Z014AL17
EO
2540 M �
Van IN C900 WATER
MAIN
CROSSING 2540 568
- O-IIV l"yUU VVA I Cry IVINIIV l"rSUJJIIVU
10/24/2025
qTE OF �pIN P
SEASONAL HIGH GROUND WATER VSHGW'
f`91W•G1
ELEVATION (EST., SHOWN APPROX.) EL: ±2539.3
3 2538 2538
Project No.: 123200
Date of Issuance: 09.02.2025
Project Milestone: PERMIT
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2536 2536 N. Bartok Ave.
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LO L, L,
LO LC� LC� Lf� LC� Lf� LO LO LO LO LO LC� LC� LO L!') LC� LCJ LCJ LCJ LCJ LCJ LCJ LC� LC� LCJ
N LO N lf) N N Lf) N Lf) N Lf) N Lf) N Lf) N Lf) N LO N C\J N C\J N 11") N C\J N LS") N Lf) N Lf) N C\J N C\J N C\J N CQ N CQ N N
N CV N N N N N N N N N N N N N N N N N N N N N sQ� C4mO2
8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 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
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