HomeMy WebLinkAboutC5.0_E. Ringneck St. Plan & Profile LA
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��G WG WG WG WG WG GENERAL NOTES Q Go 000 0
- SD - - - SD - - - SD SD- - - _ - - - - - - - - 1. SEE SHEETS 2.0 FOR ADDITIONAL NOTES. w s
SS SS O SS SS SS 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING FEATURES TO BE IleCONNECTED TO PRIOR TO STARTING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY > L
E. U stick Road DISCREPANCIES. M
SAWCUT LINE ^ ■
SEE ROAD CUT/MATCH NOTES, THIS SHEET 3. WHERE TRANSITIONS IN CURB/SW ARE REQUIRED FOR PEDESTRIAN RAMPS CURB ELEVATIONS DO 00
p NOT REFLECT ACTUAL TRANSITION ELEVATIONS. CURB ELEVATIONS SHOWN ARE FOR THE LABELED 20
Lu E. RINGNECK ST. E. RINGNECK ST. NORMAL CURB SECTION Re 0 N m N
� STA: 10+87.85, 162.93 L STA: 11+17.55, 163.17 L
m TBVC: 2616.75t TBVC: 2617.22t 4. ALL CATCH BASINS (CB) LOCATED IN ROLLED CURB & GUTTER ARE TYPE IV INLETS PER ACHD
O MATCH EXISTING MATCH EXISTING 0 10 20 40 60 CURRENT REVISION TO THE ISPWC SD-604A, SEE DETAIL 4, SHEET 4.1.
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5. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. z
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SCALE: 1" = 20' a
U FillFO FO CLOSE EXISTING APPROACH WITH VERTICAL CURB 2
UP m AND GUTTER PER ACHD SUPPLEMENTAL SD-701 0 •- 0
N _ _ ROAD CUT/MATCH NOTES z
- RETAINING WALL (BY OTHERS) � H � �
O SEE SHEET 4.0 FOR APPROXIMATE WALL ELEVATIONS O 1. WHERE MATCHING INTO EXISTING ASPHALT & PRIOR TO PAVING, WHEEL CUT 2' OF EXISTING
K LINE TABLE w
ASPHALT. EXISTING ASPHALT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL AND/OR w
D LINE # LENGTH BEARING PERPENDICULAR TO THE CENTERLINE OF THE STREET AND SEALED WITH AN ASPHALT TACK COAT z
Lu 4,13O15SF m r- o BEFORE PAVING. •�
L1 170.00' S89' 31' 57.61"E z
W E. RINGNECK ST. O z m 2. ASPHALT MATCH SHALL DRAIN TOWARD CONCRETE GUTTER AND HAVE A MINIMUM CROSS SLOPE OF w
z AP STA: 10+02.00, 125.69' L V �> L2 170.00' S89' 31' 57.61"E 1% WITH 2% RECOMMENDED. CROSS SLOPE OF 4% MAXIMUM IN TRAFFIC LANE WITH 8% MAXIMUM IN
O N: 9916.45 PARKING AREA.
w E: 12321.79 � E. RINGNECK ST. L3 260.00' SO' 27' 54.08"W
Lu u�, .iv STA: 11+66.50, 125.69' L 3. ASPHALT REPAIRS TO CONFORM TO ISPWC STANDARD AND ACHD SUPPLEMENTAL FOR STREET \ANAL E
D N: 9915.11 REPAIRS SD-301, AND SD-303. F
O E. RINGNECK ST. 5 - SS O,
p STA: 10+02.00, 118.07' L I r I E: 12486.28 of \STERF FF
Of N: 9908.83 END WALL 4. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND
> E: 12321.73 I I THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF
10� BEGIN WALL ® KEY NOTES THE ACHD POLICY MANUAL.
u_ 4.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE
0 CENTERLINE OF THE TRENCHING OPERATIONS.
AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING q� OF
:z TRENCHING1. TERMINUS BARRICADE TYPE II PER ACHD SUPPLEMENTAL SD 1132A. SEE F
DETAIL 5, SHEET 5.2. 4.2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD tiT D. AOP�S
E. RINGNECK ST. I I 2. TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL SD-1132B. SEE SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE.
AP STA: 10+00.00, 21.50 L DETAIL 6, SHEET 5.2.
BOW: 2613.69 I I 4.3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT w a m m a a
FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER
z BEGIN SIDEWALK Q
OR EDGE OF A TRAVEL LANE. a o
Lu Cn E. RINGNECK ST. Oo z o uj 0
STA: 9+99.18, 21.61 L O2 O O O O 4.4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL � 0 3. 0 w
BOW: 2613.69 n U- o
4,237SF T� 4,237SF IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR I N Q w o_
4,237SF 4,237SF TIME IS A CRITICAL FACTOR. w N o o 0 a
� E. RINGNECK ST. �`
AP STA: 10+00.00, 16.50 L I TYPE IV CB 1.4 I 4.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT
= TBC: 2613.59 Q25=0.42 CFS
Q100=0.58 CFS STAFF BEFORE CONSTRUCTION BEGINS.
BEGIN CURB E. RINGNECK ST. LP STA: 11+00.70, 16.50' L I o
NE. RINGNECK ST. STA: 10+50.00, 21.50 L E. RINGNECK ST. TBC: 2613.21
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BOW: 2613.49 STA: 11+00.00, 21.50 L AP STA: 9+99.22, 16.72 L SUMP: 2609.21 E. RINGNECK ST.
W TBC: 2613.60t BOW: 2613.31 12" INV OUT (S): 2610.21 STA: 11+50.00, 21.50 L Row ROAD rE Row
z MATCH EXISTING BOW: 2613.62 I
O BEGIN PAVEMENT E. RINGNECK ST. E. RINGNECK ST. 47'
U E. RINGNECK ST. BVC STA: EVC STA: - E. RINGNECK ST. STA: 11+31.00=
E. RINGNECK ST. 10+89.70, 16.50E N. LAPIS AVE. STA: 10+00.00 16.5' 15.7'
STA: 10+50.00, 16.50 L 11+23.70, 16.50E 2' 5' 5' 2'
� AP STA: 9+95.01, 14.74 L TBC: 2613.23
TBC: 2613.39 TBC: 2613.30
EP: 2613.26t - - _ END SIDEWALK SIDEWALK SIDEWALK
p MATCH EXISTING f o E. RINGNECK ST.
m O STA: 11+66.14, 21.50 L 1.75% f 0.25q 2% 2% 1.75% t 0.25%
z BEGIN PAVEMENT 1 m - BOW: 2613.76
W - E. RINGNECK ST.- _ _ _ _ -- - - - ____---------. - � � z
- ----
2i AP STA: 9+95.01, 6.31 L - Z IF
-
p EP: 2613.48t E. RINGNECK ST. >
MATCH EXISTING END CURB 3" ROLLED CURB AND GUTTER W w
cn E. RINGNECK ST. , STA: 11+67.50, 16.50 L
z_ STA: 9+00.00 BEGIN PAVEMENT 4" OF 3/4" MINUS CRUSHED AGG. BASE E. RINGNECK ST. 8 'W g"W 8"W Z8'-'WTBC: 2613.67 PER ACHD SUPPLEMENTAL SD-702, 5" THICK CONCRETE SIDEWALK
N N: 9791.22ROAD SECTION PER ACHD STANDARDS FOR LOCAL ROADSE: 12218.76 MID STA: 9+96.71, 0.00 SDI 2 2.5" ASPHALT CONCRETE SP-3, 1/2" MIX, PG-64-28 SEE DETAIL 1, SHEET 5.2 4" OF 3/4" MINUS CRUSHED AGG. BASE
EP: 2613.68f i E. Rin neck St. 4" OF 3 4" MINUS CRUSHED AGGREGATE BASE COURSEPER ACHD SUPPLEMENTAL SD-709,
CO L1 ECK ST. / SEE DETAIL 2, SHEET 5.2
LL MATCH EXISTING 14" OF 6" MINUS UNCRUSHED AGGREGATE SUBBASE COURSE
O I + 0- 9.� J STA: 11+70.00 E. RINGNECK ST.
z o U 00 9789.40 N:
O_ 1 o E: 12488.76 PT STA: 11+67.50, 16.50 R
8"SS- 59' OF 12"SD -8"SS TBC: 2613.67 TYPICAL ROAD SECTION
Q SAWCUT LINE S=2.03% 'o 1
u_ SEE ROAD CUT/MATCH NOTES, THIS SHEET I Q100=0.58 CFS N p �o I -NTS-
p BEGIN PAVEMENT
O I O• END SIDEWALK
L E. RINGNECK ST. E. RINGNECK ST.
AP STA: 9+96.71, 14.61 R- - - - - O
STA: 11+66.25, 21.55 R
z
O EP: 2613.51t 1 E. RINGNECK ST. BOW: 2613.74
W MATCH EXISTING m o PC STA: 10+94.50, 16.50 R E. RINGNECK ST.
BEGIN CURB TBC: 2613.22 MID STA: 11+53.36, 22.36 R
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W E. RINGNECK ST. E. RINGNECK ST. o° o TBC: 2613.38
10� - - AP STA: 9+98.71, 16.60 R - - I STA: 10+50.00, 16.50 R I I °°
z TBC: 2613.60t E. RINGNECK ST.
TBC: 2613.39 E. RINGNECK ST.
O MATCH EXISTING I MID STA: 11+05.11, 25.89 R PLACE CONCRETE & CRUSHED BASE
E. RINGNECK ST. BOW: 2613.25 12 SD MID STA: 11+56.46, 26.35 R
U p E. RINGNECK ST. SDMH 1.1 BOW: 2613.46 PER REQUIREMENTS
STA: 10+50.00
AP STA: 9+99.94, 16.50 R , 21.50 R I a (WHENN APPLICABLE)BOW: 2613.49 cn E. RINGNECK ST.
O TBC: 2613.59 5,332SF °D 2'-0"
BEGIN SIDEWALK E. RINGNECK ST. E. RINGNECK ST. CB 1.3 STA: 11+54.61, 28.82 R
MID STA: 11+08.64, 22.36 R BOW: 2613.38 R /2 6"
Lu E. RINGNECK ST. 1 1'-6" R1/2°
AP STA: 9+99.92, 21.50 R
TBC: 2613.15 I CB 1.2
STA: 9+98.71, 21.57 R I BOW: 2613.69 \ I
>_ BOW: 2613.70 >I E. RINGNECK ST.
STA: 11+07.38, 28.82 R
BOW: 2613.23 I O
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> 2624 2624
o PROFILE SCALE ° ° 4 p (n Z
HORIZONTAL 1 "=20' p
p W V
� » > PVI STATION = 11+06. 0 �"�
Lu VERTICAL 1 =4 PVI ELEV = 2613.24 0
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2620 cn 34.00 27.49
O 2620 6" 4" AGGREGATE BASE V
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Lu 2616 GROUND PROFILE j r<i .. w 2616 Z
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z _ _ - - - _ - a - - - - - - o.s4q - - - - NOTES: W Z
- - - - _ 0.40% �
(n - - - - - - - - - Cq GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND
GRADE TO EG THE PUBLIC AGENCY HAVING JURISDICTION.
2612 ROAD PROFILE SLOPE: 3:1 2612
® BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS
U SPECIFIED AND PAID UNDER SECTION-BO2 ISPWC; COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. Lj
z O 12" SD O SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PER
PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC; COMPACTION SHALL MEET REQUIREMENTS OF SECTION 801-ISPWC,
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CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING
2! (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING},
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z 2608 2608 EO MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS.
W O BACKFILL AS PER SECTION-706,
W
(D GO SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY.
o STANDARD CURB TO BE USED ° NOT APPROVED FOR
W � EXISTING q DESIGN ELEV 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED.
> GROUND ELEV 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLL CURB.
Of 2604 2604 3. TO MATCH EXISTING CURBS.M � M 4. SEE SD-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED.
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CONSTRUCTION� N N L r O 00 N0) vi � �CO CO c0 c0 c0� c0 0
2017 ACHD REVISION� c N
U N N N N IDAHO STA NDARDS STANDARD DRAWING DATE: OCTOBER 2023^ i VERTICAL PUBLIC WORKS
PROJECT: 22040
O CONSTRUCTION
U 9+00 10+00 11+00 12+00 CURB AND GUTTER S D- 7 01
0 (ACHD SUPPLEMENT)
SHEET 5.0 OF 12
G:\22040\ACADDWG\SHEETS\22040 - ROAD PLAN AND PROFILES.DWG