HomeMy WebLinkAboutC7.0_Paving Plan & Profile FUTURE PHASE 2 06 / 07
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1 I MATCH EXISTING I 5I o' w STA: 12+38.69
STA: 10+00.00 Q LU Q J STA: 12+38�69 N: 4778.1376 8
OFF: 16.50' RT I BLOCK 3 V~i VV) Q ,_ OFF: 16.50 LT E: 8171.4271 KEY MAP
PC BLOCK 2 TC: ±2614.80 I 0 w w TC: 2615,95 N.T.S
STA: 10+10.10 w SD CB-04
STA: 10+81.65 1 OFF: 16.50' LT 7 0 STA: 11+75, 15.67LT /
4 OFF: 16.50'RT 3 � 1 2 1 w TC: 2616.32 RIM: 2614.77 15 F�
2615 TC: 2614.34 0 �� z T
� � INV OUT: 2611.45 (W) � �/R
1 0 Q25: 2.24 CFS PC ��I/p FAjy
1 2 3 - - - ® MATCH EX P/W m 1 2 13 1 Qioo: 3.12 CFS STA: 11+95.80
f2616.58 0 7 11 7 OFF: 16.50'LT qRr 2 PAVING CONSTRUCTION NOTES
CONSTRUCT PAVEMENT PER LOCAL ROAD
9 . PAVEMENT SECTION DETAIL ON SHEET 08. Z
-12„ 12» W 't • . 'p�'O JOFF
� / 0 61� MATCH EX P/W - - - - - O- : 12+38.69 OCONSTRUCT 3 ROLLED CURB AND GUTTER
J : 16.50 RT PER ACHD SUPPLEMENTAL DWG SD 702.SN10 11+00O O 10 0 f 2616.53 °°°°° : 16.505 W°°°°°m 0.46% MATCH EX. - OCONSTRUCT 5' ATTACHED SIDEWALK PER
� i� STA: 10+00.00 „ ACHD SUPPLEMENTAL STD DWG SD-709. 2%
S 8 S OFF: 18.00 LT 26 6 �, MAX CROSS SLOPE.
� N CONLEYAVE. TC: f2616.3 10 00 m NROGUE RIVER AVE 11+00 p76% 001�6 1 \ 6 CONSTRUCT 4' WIDE VALLEY GUTTER PER
ECR • jp. BLOCK2 O ACHD SUPPLEMENTAL SPECIFICATIONS STD
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�1 STA: 10+87.21 1 p DWG SD-708.
y - - 1 p MATCH EX. OFF: 16.50'RT 2614.70 2s�
PC 13 I STA: 10+00.00 VG s 10 O7 CONSTRUCT PEDESTRIAN RAMP WITH
OFF: 18.00 RT TC: 2615.45
_____-_-_-- PC DETECTABLE WARNING FOR PEDESTRIAN
°' A / STA: 10+81.65 N 2615 - °°°° STA: 11+95.80 ACCESS PER ACHD SUPPLEMENTAL
k p / 1 2 3 OFF: 16.50'LT MATCH EXISTING 2614.47 /�� OFF: 16.50'RT SPECIFICATIONS STD DWGS SD-712 &
p / TC: 2614.34 STA: 10+00.00 MATCH EX S/W - - T moo. VG TC: 2615.12 SD-712H TYPE "H4", MODIFIED FOR 3"
' L 2615 OFF: 16.50' LT 14 f2616.35 / �1 6 I 0� / O ROLLED CURB. O 12 I BLOCK 1 TC: t2614.80 I N 1 2 3 7 / SEE SHEET 08
12 FOR STORM DRAIN O8 INSTALL TERMINUS BARRICADE PER ISPWC
/ II MATCH EX S/W 'n - - - - - - N /7 INFORMATION 2020 STD DWG SD-1132.
f 2616.39 BLOCK 1 7 /
TiECR O SAWCUT 2' TO NEAT EDGE.
y MATCHLINE _o STA: 11+60.21 SD CB-05 =
10+10.10 2 OFF: 16.50'RT STA: 11+75, 15.67RT 10 ADJUST MANHOLE RIM TO FINISH GRADE.
O OFF: 16.50 RT BCR •� SEE SHEET 06 w
15 RIM: 261477 TC: 2614.89 . O
TC: 2616.32 STA: 11+07.26 BCR INV IN: 2611.29 (E) z Q
OFF: 43.90'RT - - I STA: 11+40.26 INV OUT: 2611.19 (W) 11 ADJUST WATER VALVE BOX AND COVER TO o LO
Q25: 1.10 CFS FINISH GRADE. 00
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TC: 2615.06 OFF: 43.71 RT o 0
^ I _ � I TC: 2615.06 Q�oo: 1.54 CFS 12 PROPOSED STREET LIGHT. REFER TO Z , N
LIGHTING AND SIGNAGE PLAN. z N
13 CONSTRUCT 10' MULTI-USE CONCRETE
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SPECIFICATION STD DWG SD-604A. INSTALL o 0
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o J s EXPIRES 10/31/23
> 3 CAUTION: NOTICE TO CONTRACTOR
co C) SHEET NO.
N UI s
oN = o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ,
a UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIESC\j O
Y 15
AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION
° w CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE
o CL �E UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's b@I01A6 07 OF 18
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig