HomeMy WebLinkAboutC4.01_Roadway Plan & Profile W. Quintale St. I I I
Sheet Notes:
CLM
m I I I I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
LO� � I 2542S4S , STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN
Cc
II- I STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
oc I I I I I ° LO
C\J PERMITTED WITHOUT PRIOR L"
APPROVAL.
`� II Icx LU
co % 5.3 a 5.3 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN = a
I� w 1N F U T U R E P A S E , APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
o I N i �,�, I i - i �s� II , CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
m- 4T B1 L3 B1 L4 B1 L5 B1 L6 I B1 L8 B1 L9 BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
TBC: 2542.26 Z [STA:7+42.14,W. QUINTALE ST. = 5,693-SF 5,099-SF 5,099-SF 5,099-SF / 5,099-SF _2544 5,099-SF 5,099-SF , FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE I
/ I STA: 3+94.55, OFF: 16.50'R I STA:4+47.28, N. BROCK AVE. I /
I Im I STA:3+80.22 TBC: 2542.26 �__ TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
STA: 3+94.56, OFF: 16.50'L SEE ENLARGEMENT 1/C4.51 , SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
I I I I m TBC: 2542.57 STA: 9+89.14,w. QUINTALE sT. = SEE ENLARGEMENT 2/C4.51 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
TBC: 2542.57
� o � I B1 L1 / � ��o�\ STA: 3+99.56, OFF: 16.50'L STA: 2+00, N. BRODY AVE. rn J
STA: 3+99.56, OFF: 16.50 R _ _
I J S II L" I I I N , - - I - - - I co J / CO o� o J 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
r O __ ! �O co / �J �� rp �J �MJ
l 1 - J 7 I c� M J c�i Ln r M o M o FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
� coJ r J v_ rJ rJ O Lf)J_ `TJ co - � J
_ Lf"� CO N O I N C7 \ I i ..N p r`= N Lo O Cn 5.1 Lf')p .O Lf1 r T O m r� - co J p - OO J CSC J M C7)J N .. CO- M Lc7 LO CO J
N �? N LC) O° - C6 r O r o CO o� r o 0 0 �m o o c:3 U_ o o Ln`� �� ��J_M o WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
O I I M Ln N LC) LC�O N LC) I C.!) I N LC) O N N LC) LCJ co LC> m Lq co m CO m N r CO m 0 co L - N N r LCJ Cvj L!')
X LWL NCO LO CO W / NCO LL m Nr �m 6.4 °O / I �m Lnr ULwL oZf W LL m Nr CO NCO Lt)� NCO NCO L:L �m H �c0 U� LL Nr NCO\ ;,,fox
O /Lf�r N r M N T N r <L Lf1 r O Lf7 r N m O U N r r r N r r U L.L_ r L19 r m 0 U Li C�LWL_ rN N N U N N •.CV N N N N_ w ¢ C)w _ w ¢ w m o M m o 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,U Lwi U_ = w U U U U_ 00 0 U LwL + I LL U w w LwL �O w LWL U Lwi U LL U LL U w U LL Lri U LL_ �
UM a I Rr� �w mo 4.4 mo LL W �v w L" mo
/ o =o _ o ,;,TF, o m o �� m O _ m o m o = o m o m o m o m m o M m o o m o CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
c� P� I Lti M = �- co - + 0' 00
To
- r C o ao c r C v r• CO co v CO ai of 00
1 + �? co ¢ 4.4 m �Ln rn 5.2 Cl? 00 + ¢ cD `oo m p M F NT p rn N o�N v + Cq AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
00 4.6 00 _ - +- +- o
Ln r I + 00 2543 - 5.2 co m c0 + m rn + c\i + co r- p + co
I - -ti - - - -o- - - - - - -co_ - - -� - - +_ - -0O- - - - - -o- - +_ _ .._ - - - - - m - - - - - - - - - -N - N - - - � co m ¢- -co r - - - - -co_,
I N Ln I Ln co Q co R 3 r` 00 ¢ rn rn \ m o��'-o ¢ Q 0 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
/ Q Q 0o Cn Q Q - Q F_ QCn
W Q Q c„ Q m 6.4/r r ��„ r THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
F- / I-- F_U) �" °" U) �p� �`L� U) o o - - - - - - CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
I I R W' R/W R/W M / / R/W R/W R/ / R/ /
- 16' I I / I � jam, 5.1 5.1 5.1
ooa
eesee.e
41 V' Pedestrian Surface Notes.
j - 5.1 5.6 G "" \ ./ 4.1 � 5.6 8"W - 811W 811W 8"W -
_ STA: 5+48 I WV
STA:5+05.68 / �� 12„W 12"W � STA:7+11.98 2, 6 G� 5 2 4 2 �B 5.6 96 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
5+00 W/ STA: 5+65.98 6+00 °C G� 7+00 STA:7+18.36 STA:7+72.31 STA: 8+15.64 W. QUINTALE ST STA: 9+29.33 4.2 STA: 10+48.96
m 8+00 9+00 4.6
0 10+00 OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
i J - _ -M _ - i CO CO I�_M_ - _
STA: 5+17 STA:6+88.64 N N STA:7+95.64 �� co I STA:9+49.33 + 4.6 - SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
STA: 5+97.51 I STA: 6+58.64 r^, \ 4.6 T S STA:9+21.07 - ALLOWED ABOVE THE MAXIMUM SLOPES.
8"SS 2544 S I 8 B SAN 8 SZ 8 S 8 SS 8 SS sAN
I 1 \ ` 9j STA. 7+65.98 ^ STA. 9+55.66 STA: 10+28.96 2543
4 5 51 5.6 -' 5,1 5 1 5.6 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
4.1 5 6 5.6 1 STA: 10+22.61/ MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
� I - 2543
c I \ 16' - c� RAMP (2%MAX).
I a e•..,..pe
r eeeesaesa:ee
\ � R W R/W R/W 4.6 � m R/W R/W R/W R/ 4.1 4.1
cc: o� a F; o 0 0 0 = 4.6 0� cc m -
j `\ I I 0o I oc o m o 26 Ln oc Ln B8 L1 Ln Ln o ��, - - Roadway Keynotes.
sae. a.;
p
\ co co o co o co co o-cfl o cfl cfl_- o �� Ln Lr>
r r LO r r r Ln r Ln r r
\ U I W - -��_ - _,� - - - ,� - - _LL_ - Rr3, �13 - LL.w T - - - - - _ - s s - - - - - - _W -W _�_ r / _o w _ - - - - - - - _�_ - _ 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE- -`r^ - -�- - - - -�- 1- - - - - - - - -`D- - - - �- W- -r -
\ / r -
I \ \ m Lit o I N o ,� o 0 5.2 5 2 o L:� o ,l T o o r LL 5.2 L: U_ r INFORMATION.
r o r r I au cwn d r wo 6"PIRR U- 6"D''rco -iR -v 6"PIRFces C`ii 'l- 6"PIR r: C'i i -U- N- 6"fo 3 _o "PIRRJ_
• .. - LC� LC� r m O CT O co p N O M O M M CA O O
ID I \ 4 M N W ¢ N _ ` 11) --LC) W ¢ O - r a0 O NCO-O-CO O
- 52
1 � O �r I 11) W co NCXJ M N Rr7L I NCO Mr NT O W NO Nr C.,)CS� O -MN MM ON U,O) co
OC o v I L" 6' 0 4.4 / r,rn " O° I 6' `? o °° N N M I + 0 0o r o , co O 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
N 00
Ln I Ln + + M = Ln + Ln + Ln + I I I Lr. + N o Ln + 0.,� = 4.4 Ln + + Ln + Ln + I Ln p c.,�co M
Q I r X + L" I r " `"C° `"co c`i 00 `"co I O I `"'� v 6' `"0O r U N°° = m N rn N�+ N rn I I N r �r + v + o BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
� .. ¢ p + ¢ � .. .. .. LO o Lno
U¢ U ¢' �'¢ �'¢ LO + �'¢ I I U¢ N I- ¢ U¢ �' ¢ U¢ '' '' C' `"r REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
V _ I I I \ mC mC mW mCn co mCn 5.7 + mCn m� mC mCn mco co I-__ I I I mW U¢ U¢ m�
U ¢ I �cn � cn �� �cn �cn I I �cn UQ �cn �o � o I-_co m� �o �cn , U¢
m � m� m� �cn� cn m� I �cn I I �o �cn
C� I I m m I 5.7 I 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
Q o / 5.7 I TBC: 2543.15 1 N
� I I / / TBC: 2542.57 I B8 L2 m 3 68 L16 STA: 2+49.17, OFF: 16.50'R I I THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
/ STA: 4+95.02, OFF: 16.50'R I TBC: 2543.15 B7 L2 , o
4,50o SF 4,500 SF I I oo I STA: 2+49.17, OFF: 16.50'L 4 500 SF c�� DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
w m L.L. I W , IN THE FUTURE".
z I I cc LO I B2 L2 TBC: 2542.26 STA:5+14.34 I TBC: 2542.57 C4.70 W
II I LO `� I STA: 5+00.02, OFF: 16.50'R W STA:4+95.02, OFF: 16.50'L TBC: 2542.85 I cc / I TBC: 2542.85 =
N I 5,923 SF \ I I N I STA: 2+54.17, OFF: 16.50'R w STA: 2+68.50 m STA: 2+54.17, OFF: 16.50'L y 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
m N 5.3 I o Q I TBC: 2542.26 I I ,
0 I 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
�' I I �C I STA:5+00.02, OFF: 16.50'L I O 00
\ III I /II I I N m w I I 33' -� I - I m 4T I WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
�, ,�
4T -pp 5.3 I - I Z 33' I 4.2. INSTALL PEDESTRIAN RAMP TYPE G1 PER (ACHD SUPP) SD-712E, WITH
C-r \I I I i I STA: 5+44.44 Z I I 15•8 I 15.3 I , TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
m N o 0a �o SD-712.
W I I 1 I I I I m - - NO m NO NO IN �m NO - - - - 4. INSTALL PEDESTRIAN RAMP TYPE "H" PER AHD PP D-712H WITH
3 S s ( c SUPP)
I I m I I I o I I SHEET C4.05 SHEET C4.06 I TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
I I I I B8 L3 B8 L15 I I I B7 L3 SO 712.
4,500-SF 4,500-SF I I I 4,500-SF
4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
RoadwayPlan & Profile - W. Quintale St. 0 20' 40' 4.5. SD-7INST1OCLL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
I
Horizontal Scale: 1" = 20' 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
5. CURB AND GUTTER
5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
2552 2552 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
W. QUINTAILE ST.: Sta. +00 - 11 +00 5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
HORIZONTAL SCALE: 1" := 20' 5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
VERTICAL SCALE: 1" _ '�'
2550 HIGH POINT STA: 5+83.72 , 2550 5 5 3-IANSITION FROM ROLLED CURB AND GUTTER PER N REVERSE PAN ROLLED CURB PER ACHD SUPP SACHD D-702RUPP) SD-702, TO
HIGH POINT EL: 2544.16 , ( ) r
0 o PVI STA: 5+97.51
+ o m , 5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
PVI EL: 2544.24
Q + ,� K: 12 42 SD-701 R,TO 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
Cn C\J LO co cm
� w � LVC:40.00' m U; co N 5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTHcc
254Z5 N rn co M + + Lr, + + , 2548 TRANSITION.
m J
CD w 00 � LP) � L() � O N O CV CS) L!7 O LLo r0 CO
I` Ln + + 04
rn ,� rn C¢ N N N Q LO i� , 5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708.
+ N Q L* Lv LCCl) ') N CO N r• CO
¢ � ¢ ~ co m J m J U N U N O
co
f� W m J CS)
a co mC\J m > > W N CO J �, N CD W �_ w `� "' , 5.9. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
2546 cn N CD W w m m w W m `D L" CD w rn o M p rn p N , 2546 SD-701 R,TO 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD 702R 1
m � + o m CO T r Q � "' M rco
+ Ln cocc
CD W co N 00 w cli rn 000 ? `� N rn N N 6. STORM DRAIN
NO
N N + + a + m Q CD w � Lw N m J 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
r` I` U W , O°O J o N FINISH GRADE c3 w m J
Cm N m N � N � N � N cD W AT CENTERLINE , 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
0.50% _ _ °OJ °OJm � mJ mJ
2544 326 ° 2•09°�0 � o W c� W `D „U `D `U o W _ ° 4 6 2544 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL
° -2 OD% 1 50/o EXISTING GROUND -0.50/° 4.6 , ■LA
0
� AT CENTERLINE ° M 1.00% 0 58%
1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
4.6 -195% 1.00% 0 2
0.60% , 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■-
4.6 -1.00% 1.00%
co 0 °
•95% � --- - o SEE CURB DETAIL 6/C4.70 TYP. ---�----
0.00% 0.00% 0.00%0 0.00% - - ---- - 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/CO.01 CONCERNING
2542 SEE CURB DETAIL 6/C4.70 TYP. --_ -___ ------- -- 2542 POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
TOP OF ROCK
-----
- EL: 2541.72 �, ������� �� �C) 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS.
TOP OFROCK - <v�U��.- - "� - _ _ ��cL� »��; � � � � TOP OF ROCK `�'
--- EL: 2541.16 -.AREA 17 0 �- 0? ELCo CL . 2541.16 , 6.7. INSTALL INFILTRATION SWALE PER DETAIL / 4.70.
7
2540 r , 2540 c
6-IN PVC PIRR CROSSING ��_tires 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. � co
BOTTOM OF ROCK o EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. N
BOTTOM OF ROCK EL: 2540.22 z m_ = M
BOTTOM OF ROCKJ EL: 2539.66 cc
EL: 2539.66 TOP OF ROCK SEE DETAIL 5/C4.70 FOR PAVER -- SEE DETAIL 5/C4.70 FOR PAVER " M
EL: 2541.10 MATERIAL REQUIREMENTS TYP. z
5 0 � '--4-IN PVC PIRR CROSSING MATERIAL REQUIREMENTS � , _ � �
2538 o y 2538
BOTTOM OF ROCK op 8-IN PVC WATER MAIN CROSSING , ti
EXIST.48-IN RCP GIRR CROSSING EL: 2539.60 Cl) - �
EXIST.48-IN RCP GIRR CROSSING _ _ SHGW ,
EXIST.48-IN RCP GIRR CROSSING - - EL: ±2537.2 Revisions 1
SEASONAL HIGH GROUND WATER 0
ELEVATION (EST., SHOWN APPROX.) 2536 2536 ----
8-IN PVC WATER MAIN CROSSING SHGW
EL: ±2536.5 , 1
2534 , 2534
2532 , 2532
2530 2530
$ZONAL E
2528 , 2528 568
04/15/2025
qrE OF �pP
f
`9�ES W.G
2526 8-IN PVC SEWER MAIN CROSSING 2526
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
U' 2524 2524
W. Quintals St.
co m m co LC) LC) co (T LO co (T co M M a) 00 co LC) co O N NT O LO LO LO Lf) c0 O N
I- O N LO 11") r` CO CO r` co r` r` 11") M 11") CO co CA CA O O N co 11") co
co r N LO CT r O T co O LO r m m m m m O LO co co m O co LO LO r LO LO co O N co
N co co co co co N O O O O O O O O N N N N N N N N
M M M M M M N N N N N N N N M N N N N N N M M M
�Aa � � I �
�t ,D � m Lf1 LO V LO LO LO � LO Ln LO LO Lf1 � LO LO V LO LC7 LO �t LO LO LO LS7 LS7 11") LO LO LO LO LO
'+a N LO CV LO N m N LO N LO N LO N LO N LO N LO N L.C) N LO N LO N LO N LO N LO N LO N Lf') N LO N L.C) N L.C) N LO N LO N LO N Ln N Ln N Ln N Ln N LO N LO N LO N LO
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
s3
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 8+00 8+20 8+40 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 C4m01
��o