HomeMy WebLinkAboutC5.1_N. Lapis Ave. Plan & Profile LA
- 0
E. RI. LAPISNECK V STA: 110+00.00 , M O
� - E. Ringneck St. N. LAPIS AVE. STA: 10+00.00 L
L1 0 e-� GENERAL NOTES 0
a 00
8 TA u
"SS 3&4 O 5 24 1. SEE SHEETS 2.0 FOR ADDITIONAL NOTES. w s
8"SS
N. LAPIS AVE.
33' OF 12" C900 2. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING FEATURES TO BE m
5.2 -N� PT STA: 10+36.50, 16.50 L � L
S=1.05% TBC: 2613.08 CONNECTED TO PRIOR TO STARTING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY
Q100=1.38 CFS DISCREPANCIES.
TYPE IV CB 1.2
G
_ . - - - - - - Q25=0.26 CFS 3. WHERE TRANSITIONS IN CURB/SW ARE REQUIRED FOR PEDESTRIAN RAMPS CURB ELEVATIONS DO co0 N. LAPIS AVE. Q100=0.37 CFS NOT REFLECT ACTUAL TRANSITION ELEVATIONS. CURB ELEVATIONS SHOWN ARE FOR THE LABELED ■�
Lu O PT STA: 10+36.50, 16.50 R LP STA: 10+42.28, 16.50' L NORMAL CURB SECTION Re 0
N m u
O - - - TBC: 2613.08 0 b TBC: 2613.07
m - TYPE 0 CB 1.3 oo SUMP: 2607.49 4. ALL CATCH BASINS (CB) LOCATED IN ROLLED CURB & GUTTER ARE TYPE IV INLETS PER ACHD
= Q25-0.57 CFS o 0 10 20 40 60
�`- - - - - _x - - - 12 INV IN (W): 2608.59 48" SDMH 1.1 CURRENT REVISION TO THE ISPWC SD-604A, SEE DETAIL 4, SHEET 4.1.
Q100 0.80 CFS
CATCH MANHOLE PER ACHD SUPPLEMENTAL SD-611
0- LP STA: 10+42.28, 16.50 R 12" INV OUT (E): 2608.49 ZQ
>_ TBC: 2613.07 :iqSTA: 10+42.25, 23.01' L 5. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. to
4' OF 12"SD RIM: 2613.20 SCALE: 1" = 20' CL
SUMP: 2607.92 N. LAPIS AVE.
S=1.10% 12" INV IN (W): 2608.45 �
U_ 12" INV IN (N): 2609.02 STA: 10+50.00, 21.50 R Q100=1.75 CFS 18" INV IN (S): 2608.35 0
12' INV OUT (E): 2608.92 BOW: 2613.18
SEEPAGE BED CORNER
cN ( CV ) N. LAPIS AVE.I 12' OF 18"SD STA: 10+48.93, 28.01' L z
c EVC STA: S=0.00% FG: 2613.30
O >; \10+75.34, 16.50R 00 N. LAPIS AVE. LINE TABLE w
\ TBC: 2613.28 I STA: 10+50.00, 21.50 L ROAD CUT/MATCH NOTES Lu
z
z N. LAPIS AVE.I BOW: 2613.18 LINE # LENGTH BEARING
STA: 11+00.00, 16.50 R I SEEPAGE BED CORNER 1. WHERE MATCHING INTO EXISTING ASPHALT & PRIOR TO PAVING, WHEEL CUT 2' OF EXISTING
w TBC: 2613.60 STA: 10+48.93, 18.01' L L1 170.00' S89' 31' 57.61"E ASPHALT. EXISTING ASPHALT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL AND/OR w
z _ - - - - - - - N.`LAPIS AVE. L2 170.00'FG: 2613.11 S89' 31' 57.61"E PERPENDICULAR TO THE CENTERLINE OF THE STREET AND SEALED WITH AN ASPHALT TACK COAT
STA: 11+00.00, 21.50 R N. LAPIS AVE. BEFORE PAVING.
w N. LAPIS AVE. BOW: 2613.70 I STA: 10+50.00, 16.50 L L3 260.00' SO' 27' 54.08"W 2. ASPHALT MATCH SHALL DRAIN TOWARD CONCRETE GUTTER AND HAVE A MINIMUM CROSS SLOPE OF
Lu PT STA: 11+20.76, 33.27 R N. LAPIS AVE. TBC: 2613.08 1% WITH 2% RECOMMENDED. CROSS SLOPE OF 4% MAXIMUM IN TRAFFIC LANE WITH 8% MAXIMUM IN c,S�ONAE ENS/
M EP: 2614.17 STA: 11+18.08, 21.50 R � N. LAPIS AVE.
PARKING AREA. \STERN 'yFF
of BOW: 2613.93 EVC STA: �o
w OO 10+75.34, 16.50L 3. ASPHALT REPAIRS TO CONFORM TO ISPWC STANDARD AND ACHD SUPPLEMENTAL FOR STREET
t, I� ) 4,569SF 3: 00 �l TRr• ')al-4 OR REPAIRS SD-301, AND SD-303.
74 LF OF 18" PERF SD
z S=0.00% 4. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND
z } N. LAPIS AVE. THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF
O AP STA: 11+20.94, 55.50 R r N. LAPIS AVE. THE ACHD POLICY MANUAL. FNT OF DSO
� o EP: 2614.56 I STA: 11+00.00, 21.50 L 4.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE p NNO
BOW: 1+00.0 CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING
_ TRENCHING OPERATIONS.
w - - - - - - - N. LAPIS AVE.
STA: 11+00.00, 16.50 L 4.2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD w a m m o 0
w A TBC: 2613.60 SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. Q Q Y o Y
N. LAPIS AVE. I z � Li MID STA: 11+30.94, 55.50 R� 4.3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT w z z o 0
� SEEPAGE BED CORNER w i �
EP: 2614.69 FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER
pp I OR EDGE OF A TRAVEL LANE. I * w _
STA: 11+33.93, 28.01' L U- o N Q w
r 912SF FG: 2614.24 w N
On O 4.4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL
;9 5,375SF IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR w
SEEPAGE BED CORNER TIME IS A CRITICAL FACTOR.
N. LAPIS AVE. STA: 11+33.93, 18.01' L o
a) FG: 2614.06 4.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT
z AP STA: 11+40.94, 55.50 R N. LAPIS AVE. STAFF BEFORE CONSTRUCTION BEGINS.
w
EP: 2614.81 PC STA: 11+40.76, 33.73 R N. LAPIS AVE.
z - EP: 2614.43 - I STA: 11+50.00, 21.50 L
O - - - - - - - - - - - - L BOW: 2614.33
2 IRR
- " 12" IRR N. LAPIS AVE. # KEY NOTES
STA: 11+50.00, 16.50 L
N. LAPIS AVE. ® TBC: 2614.23
O STA: 11+43.46, 21.50 R 1. TERMINUS BARRICADE TYPE II PER ACHD SUPPLEMENTAL SD-1132A. SEE
z
BOW: 2614.25 I 00 DETAIL 5, SHEET 5.2. (n
w O N. LAPIS AVE. O
2. TERMINUS BARRICADE TYPE III PER ACHD SUPPLEMENTAL SD-1132B. SEE
STA: 11+50.00, 16.50 R U)
O4 DETAIL 6, SHEET 5.2.
TBC: 2614.23 A > w
j 4,569SF I O N. LAPIS AVE. b
IV
z N. LAPIS AVE. 3 STA: 12+00.00, 16.50 L
cn STA: 12+00.00, 16.50 R TBC: 2614.87
- - - I TBC: 2614.87 00 Z o
LL - - - - - - - - - 36" N. LAPIS AVE.
N STA: 12+00.00, 21.50 L
N. LAPIS AVEz ( BOW: 2614.97
O r
Q STA: 12+00.00, 21.50 R i
U BOW: 2614.97 5.0 co 00
r
LL O
o n
O 5 W Fcz;
FF1_
Ow 4,5 7SF I I
END SIDEWALK
N. LAPIS AVELu . _
STA: 12+49.43, 21.51 R I F=EXISTIN� DITCH
z X BMW: 2615.60
O - - -
END SIDEWALK
2 N. LAPIS AVE.
0 END CURB 7 STA: 12+49.43, 21.50 L
a N. LAPIS AVE. 09 Z� BOW: 2615.60
w STA: 12+49.43, 16.51 R
Q X TBC: 2615.49
>_ N. LAPIS AVE. END CURB Z
zQ END PAVEMENT STA: 12+60.00 N. LAPIS AVE. O
N. LAPIS AVE. N: 9529.73 STA: 12+49.43, 16.50 L
O MID STA: 12+49.43, 0.00 E: 12447.65 TBC: 2615.50
U EP: 2615.58
CD
wN. LAPIS AVE. W
w ~ j
z 2628 2628
w PROFILE SCALE LL
~ in O
uj HORIZONTAL 1 "=20' 0
VERTICAL 1 "=4' coO a
w
> 2624 2624 c
0:�
LL
O CT) Z
V a
w PVI STATION = 10+45. 1 + Lo W ~
0- O PVI E EV = 2612.99 N L(i ( a
a2620 00 9.06' VC 0 2620
w + U) = La
Ld
oKi N N r7 n U W >
W
N + co + co GRADE TO EG a Q
~ U) 5: o_ N m o N EXISTING SLOPE: 3:1 Ln
� 2616 m J c� GROUND PROFILE 2616 H
ZD > m >
- - - - - M
�° a
N W
mW - - - - - - - - -
- - - - - - - - - -
IL CL
z -1.00% ui
U)
~ 2612 ROAD PROFILE 2612
O
U
CO zZ_
w 012" C900
w
z_
CD 2608 2608
z
w
w
CD
0
of
Lu
GROUND EXI TING DESGN ELEV NOT APPROVED FOR
ELEV
2604 2604 CONSTRUCTION
M
N
c0 N N co M 01 d to 0 w
N N_ N 0) N � O) N i!7
N N c0 rn d I� O> N d
�2'6 2,6 r2vi ui 21n
= c0� c0 6 c0� c0� c0� cD� c0 Z6 w (D� w c0� w ZE w
NN NN NN NN NN NN NN NN NN NN NN NN NN DATE:
OCTOBER 2023
O PROJECT: 22040
U 9+80 10+00 11+00 12+00
SHEET 5.1 OF 12
G:\22040\ACADDWG\SHEETS\22040 - ROAD PLAN AND PROFILES.DWG