HomeMy WebLinkAboutRD.1_ROADWAY - N. ARLISS AVE. & W. MALBAR ST. (STA 1+09 TO 6+40) ...............................
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/ 8s 8S W. DIRECTOR LN. (PRIVATE) , 5�:::: Keyed Notes
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/ 2-2 3-2 1 ACHD SUPPLEMENTAL
CO
3" ROLLED CURB AND GUTTER TRC PER
L 2576 LIP:2575.50 ----------� - T-- STANDARD DRAWING SD-702 -(SEE 1/RD.4)
_ ' ;. \ I 4+77.89 10.
a
;c' 111
/ 66.25,14.1T L IFLIP:2575.51 ° I I I ?S 2• E PER ACHD SUPPLEMENTAL STANDARD
� � L
•" "I""'••. 4+ I ■ 6"VERTICAL CURB AND GUTTER
TBC:2575.88 I I ��. DRAWING SD-70 E 2/R
4+85.53,14.17'L I I� I ■ 1 -(SE D.4).
CO ,\ 2+51.96, CON:2575.65 I I
16.50'L-------�...---_ \ 4+58 09,16.50'L I 15-2 I TBC:2575.97 I N
I
CON:2574.66 TBC:2574.58 •••••••••••••••••••°"""""""•���•��CON:2575.69 TBC:2575.86 17_2 I I I 18-2 19-2 20_2 3. TRANSITION FROM 3 ROLLED CURB TO 6 VERTICAL CURB AND
I I i I■ 5-FOOT
SS H Rim 25C -69 I 4+93.69,16.50'L I I I I■ GUTTER.
N 8" In 256�56' I j 2+57.17,16.50'L 2+74.59,16.50'L 3+82.74,16.50'L 15 1 4+52.48,16.50'L I I I TBC:2576.00 5+44.00,16.50'L 6+35.48,16.50'L ■ 4. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING
-0+20 Q+QQ 1+00 - - S 8 fn 3.34' TBC:2575.05 TBC:2575.12 TBC:2575.55 14 TBC:2575.83, TBC:2576.20 TBC:2576.56 ■
I I 00 4+95.69,14.50'L I SD-709 -(SEE 4/RD.4).
W�Li 63.40' _- --- - --- a I I I a! p�
I -------- ✓ \ a LCON:2575.82 J LIP:2575.59 �r + -- - ■ V `moo
J -- 5 74.48,16.50'L � 5. CONCRETE DRIVEWAY WITH SIDEWALK AROUND APPROACH PER ACHD
S ss 8S /.' CON:2575.75 5+13.48,16.50'L / o a
APPROXIMATE EXISTING 2S�e _ 10 TBC:2576.07 / TBC:2576.32 STANDARD SUPPLEMENTAL DRAWING SD-710A-(SEE 6/RD.4). a
GRADE @ PIPE CIL _ - - CON:2574.62 - - - - - s= s E E
/ 4 4 N 6. CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD STANDARD c o 0 0 P-- w
2580 [-0+28.13- 2580 2+41.70,16.50'L I :'•. '�'"" 4 SUPPLEMENTAL DRAWING SD-710B -(SEE 7/RD.4). w
LIP:2574. 4 TBC:2574.54 0 8W 8,�....• "" 8 0� i -0 2 ` ` ' U
�O 7 5 VV 4+19.74,16.50'L V �A"I° 8W g 7. ASPHALT PAVEMENT SECTION SEE RD.O . a� + �.3=
0+4 .63 2+36.49,16.50'L- 2 3+00°'' o _ 2 4+00� TBC:2575.70 ° o.ar 7 6+04.98,16.50'L y'
5+00 ■ _ E_
0 2 6+00 a�i
TBC:2574.97 6 0-��; �� 13 1 2 W 9 CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING v U
57 2
CL:2574.83 /,I ...........a•••••••""" TBC•257644 8 SEE STORM DRAIN ON "SD" SHEETS e a N
O M C M
0+57.13 /Rs1,Sp�.,: 2+74.59 257 ......... 1 4+01.25,C/L / 7 11 r......... o M = Q - >Q
CL:2574.99 5 0^I° 'D4� 1 SD-712H TYPE H2. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. m u>
/ �_ 4% CL:259 W. MALBAR ST. ---�- ■ .�L-� _ T
LIP:25 4.54 � I �"'°•••••......, .o.a°i° ti m. ° CL:2575.88 c.-� �
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THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1 5/° 4'X 4'
I4 -- -- - - (l)
2576 2576 R� I - _ - - _
_ _ W W LANDING REQUIRED AT TOP OF RAMP AS DEPICTED THE PEDESTRIAN
.... .......................................................
o - - _ RAMP LONGITUDINAL SLOPE SHALL NOT EXCEED 12.1 NO TOLERANCE �
o � �
-- 2+03.90 � I Spy,•• � � � 9 - .1...-...-................... - - d
4+54.98,16.50'R \ I 7 IS ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE
19 / �' m 5+18.78,16.50'R m
/ CL:2574.71 I / o '{ """" TRC 89 -- - HD SD 712H 5/RD.4. SEE SHEET RD.3 FOR PEDESTRIAN RAMP
2+03.90,16.50'L i I � W I -- 2+74.59,16.50'R i / -1, 1 2 TRC:257
• ""•°••••••�••••• � DETAIL AC
575. 5 8
I ? I ."� TRC:2574.91 / 3+91.18,16.50'R I GRADING.
F 1111111 TTBC:2574.84 w // 4+95.69,14.50'R \
`` 3+27.38,16.50'R / TRC:2575.38 LIP:2575.59 �5+82.58,16.50'R ■ 10. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C. PROVIDE
�/ � - o I .I 9 1 2+03.90,16.50'R I TRC:2575.12 / .•••�'"� ■
g I ° N 1 / I I TRC:2576.14
ao ao TOP OF PIPE:2573.97 W I° I TRC:2574.63 I / I 4+58.09,16.50'R 4+93.69,16.50'R ■ TRUNCATED DOMES PER ISPWC SD-712. THE PEDESTRIAN RAMP CROSS '
TOP OF PIPE:2573.92 0 0 o I it I 26.00' I I / ,...•• I SLOPE SHALL NOT EXCEED 1.5%. 4'X 4' LANDING REQUIRED AT TOP OF
I I / /� TRC:2575.65 TRC:2575.79 ■
TOP OF PIPE:2573.93 TOP OF PIPE:2573.96 4.50'BOW TO P/L 33.00'i j I I 2-1 / "" _1 �,/ I \ ■ RAMP AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE
2572 2572 49.50'ROW II /. 15...............
" / ��,� 4-1 1\ 5-1 I I 6-1 7_1 ■ SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE
1+63.13,16.50'L I 1+63.14,16.53'R " ■ INDICATED SLOPE REQUIREMENTS. SEE DETAIL 8/RD.4. SEE SHEET RD.3
48"DIA.CLASS 3 RCP •. �? 2 / I ; I � I ........................• /� �,_` / 4+66.25,14.17'R / � 4+g5.53,14.17'R �
TBC:2574.81 I TRC:2574.61 TRC:2575.67 �, TRC:2575.76 ■ FOR PEDESTRIAN RAMP GRADING. CONTACT DIGLINE
� .ti�� ::I I I I � ti5�5' I ��,I�� � I �5,6 I I I I ■ 48-HOURS
/ i 4+73.89,10.00'R 4+77.89,10.00'R l 11. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT
1+50.14,16.50'L W I i I I I ■ EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE BEFORE DIGGING
TBC:2574.94• --_ I 1+44.04,16.50'R i LIP:2575.50 LIP:2575.51 �'
TRC:2574.81 / ■ A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY 1-800-342-1G'S5
1+45.14,16.50'L '• 3 �I �0.
-��-i�------ ------------- ----- I--------------�---- ------------- ----_--- SHALL BE REMOVED AND REPLACED.
TRC:2574.80 7 2 \
` _ _ I - - - - - - ■ 12. 6" THICKNESS CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL
2568 2568 - - P 1+40.02 15 - _� I _�e Jicl -L. Bpi- -��c 5P -1 ... STANDARD DRAWING SD-709. SEE SHEET GDA FOR REQUIREMENTS.
1 c 19 . o I:: - - -� - - -
N `° 11 N 1 \ ■ 13. SEE LAYOUT ON DETAIL 1/RD.1.
--------- ------ - ■ 14. GRADE BREAK.
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HORIZ.SC LE:1"=30' ---ci4a----- �. y' ° 9 .-..-------- oP------------may ----- ------ ----- -
--
VERT.SC SCALE: -------- - 1 ------------------------ � ---_-=____Ip�____________ 15. ACHD SIDEWALK EASEMENT. J =
�\�--- . 1 ---- ------- - 1 ..-.....-- L�_________NORTH SLOUGH (TILED -------�.-------
1+22.58 16.50'L=- - - _-� _1+22.58,16.50'R.-..-.. _..-..-..-..-..-..-..-. _ ..-... ... ... ... ... -`7-�- �Ias - -�H.8 --c s+4�- _ 16. SAWCUT AND MATCH EXISTING CURB. a
a - - - - - -----_ - - r _ - -- - ---------_ ------- -
N. ARLISS AV . NORT SLOU H CRO SING TRC:2574.75 -- 18 _...........TRC:2574.75 -- ,� ..=.. ..�:,�.0 . .�._._._. T .m ..-.. . . ._...;....._ ....__.__...,...�.�...::::.�_ - - - - z
------ ---- -rt --_-•--_........... -- - --�s�---.-..-..-..-..-..-..- -..-.16E---- 17 6" THICKNESS CONCRETE SIDEWALK COINCIDING WITH RAMP WIDTH w O_ �
----....... lJ
., I - LIP:2574.54 -- --- -
2564 2564 LIP:2574.54 L / PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709. _� _
o I 1+10.00,16.50'R ■ Q Z
-0+20 0+00 1+00 1+10.00,16.50'L + I TRC:2574.13 ■ 18. SAWCUT AND MATCH EXISTING ASPHALT. _ > Q
TRC:2574.13 I 16 16 I ■ � 0 �
1+10.00,14.50'R 19. STRUCTURAL CONCRETE CROSSING -SEE STRUCTURAL SHEETS S0.00 & m E
1+10.00,14.50'L I W I LIP:2573.92 ■ S1.00 FOR REQUIREMENTS. Q Z) w
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LIP:2573.92 / °� 1+03.50 ■
a CL:2574.05 1+03.50,16.50'R ■
1+03.50,16.50'L /1+10.00 m TRC:2573.98 ■
TRC-MA:2573.95 �ICL:2574.21 Cl) LIP-MA:2573.86 ■ Q Lu
LIP-MA:2573.71 1\ J I ■
l\ a m Notes
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1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD 0
N INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR O a
N. ARLISS AVE. + W. MALBAR ST. (STA 1+09 TO 6+40) TO REQUESTING INSPECTION.
2. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN SS�pNAL FNG
0 30 60 CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO
FEET NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC
SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL
MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC 3
SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST
PVI1+29.13 REPORTS. �'� 7-5-23
PVI EL:2575.15 3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN OS K 0ER� god
0+40 1+00 LVC11310 2+00 3+00 4+00 5+00 6+00 6+4Q.95 ASPHALT PAVEMENT AREAS. S
2584 2584 4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS
o N REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING 't • -
o ti M co C) DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH T co ;� ;o
►Lo n o N ti M ti THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE a '• • •
N O 63 + Lo • • . . •
J + `" "' M WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE CO CO ••
c0 0 0 rn ti DURATION OF CONSTRUCTION. 0 •
m w w PVI +62.42 0) LO N ,
PVI E :2574.54 ti
K: 4.00 ; N
2580 + J N 0 2580 N
LP: +79.54
ARLISS STUB STREET LP EL:2574.63
1+03.50 L----- - -- -- --- 2.0'ACHD SIDEWALK EASEMENT - C
AC-CROWN:2574.05 ca�o o � M � W N N �
FI ISHED GRAD AT ROAD CI o < 10
LIP OF GUTTER LT:2573.71 M � M � c 0 0 o w
LIP OF GUTTER RT:2573.84 4.91% - N `" 0.40% - - - M � 'n- - - M - - go N
2576 > > w ° 2576 10 o a + az Q
m m w w 0.40/o 4.00'
0.40° 0.4 /o
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G Nt0 O
c c o ,
EX.CIL 0.5°/ -- 8w w 8 � 8w 8 - F g� a
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2 0
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° VBOTTOM OF C N RETE IP o W v 0 1z
2.50/o AP ROXIMATE E ISTING EAT ROAD /L DI A $S M N LL LL 11 c ♦ o 0 3
U�
TOP OF PIPE:2573.95 DI-2B� o o h M W. MALBAR ST. Z w�
2572 DI-3A 2572 a O �fy
DI-3BIF 1 1 O >
o�
SEE NORTH SLOUGH 4.00'• ° a _
N.ARLISS AVE.CRO SING SDMH-3A a y w N= O
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[-SDMH-3B - P� o o O' O - a's a U ~�
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SEEPAGE BED#2 �+
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SG#3 I N
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2568 2568
m N
SEEPAGE BED#3 ow
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DETAIL - 13 �`
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2564 2564 ■
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2560 2560 Q W "
N. ARLISSAVE. + M LB R T. OSTA 1+06T 6+ 0) V RT.SCALE: 3°1 z JOB NUMBER: N
2558 2558 IDB2355 m
0+40 1+00 2+00 3+00 4+00 5+00 6+00 6+40 a DATE: 6-9-23
3 SHEET NUMBER:
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