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SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT TO CONNECT TO EXISTING C')
O ASPHALT AND AS NEEDED TO ACCESS EXISTING UNDERGROUND UTILITIES.
0 30, 60' 0 30' 60' 1 CONTRACTOR TO SAWCUT AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL 0
Z DRAWINGS SD-301, SD-303 AND SD-806. C�
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O REMOVE EXISTING ROAD BARRICADES, REUSE IF POSSIBLE/NEEDED. 1 z
SCALE 1" = 30' SCALE 1" = 30' Ir- O
CONNECT TO EXISTING CURB, GUTTER, AND ASPHALT. CONTRACTOR TO FIELD
VERIFY O OCCUR,CCONNECTION ONTRACTORETO CONITACTBEENORE GIN ERNOFRRECIORD IFORISREDESIGN.
W
O4 INSTALL 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWINGS SD-708 Z
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SEE SHEET C3.0 ( ,N� SEE SHEET C3.1 I INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE PER
ll O O ACHD SD-1132A. RE-USE FROM PREVIOUS PHASE, IF POSSIBLE. Q Ln
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I INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES J
Lo v Q O O O "ROADWAY TO BE EXTENDED IN THE FUTURE" PER ACHD SD-1132B. J O
UNPLATTED N o I RE-USE FROM PREVIOUS PHASE IF POSSIBLE.
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J EXISTING U 0
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GRAYCLIFF #4 (�
M � 17.02LIP � 0O z _
+ °' + 17.88LIP + 0O
(18.50EG) 5 I a 3 STANDARD STREET NOTES: (� m
0+36® I .5C 16.50'L
LYRA STA: 5+50.37 N , 17I95LIP 18.28 TRC 2 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD �n
V
O SUPPLEMENTAL DRAWING SD 712H TYPE "H2" UNLESS OTHERWISE CALLED OUT. (�
BEAR CLAW STA: 0+00 _ 0
0+45 0'� 4 \0_q 0.66%
17.46 CL 4 0 1+29.38 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN O
1+23 6 17.63 CL 17.27LIP 17.10LIP LYRA STA: 9+16.99 0 LI 3 18.90 CL 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES W U U
18.26 CL / O 18.07LIP
::::::::::::::: AMETRINE STA: 0+00 0 00 _ S. AMETRINE AVE. 1+00 1+50 PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID W
1+50 1+00 0 00 w 18.31 CL + 1 - INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS O
. . . . . . . . . . . .
S. BEAR CLAW AVE. 18.16LIP 0+45 3 f� 1 ) NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' LL
�17.31 LIP 17.23LIP � �--i
0.43%� 18.08LIP---� 18.45 CL 0.43% 1 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR I„I„I
5 O N r FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED (�
1+32.89 16.50'R 3 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY
18.77 TRC NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWCir
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SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
(18.69EG) J �° 18.17LIP 2
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION
" Q " �`o FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS.
17.32LIP
N ^ N BLOCK 9 co
u 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT.
+ o , o I 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702. W
n � 0O N O iv 7. ALL SIDEWALK IS 5 FOOT DETACHED PER ISPWC & ACHD SD-709 WITH 8FT
O n O I PLANTER STRIP BETWEEN TOP BACK OF CURB AND SIDEWALK UNLESS OTHERWISE
00 C6
+ + rn CALLED OUT.
8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH
n I ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
SEE SHEET C3.1 SEE SHEET C3.1
9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF
REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD.
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BEAR CLAW PROFILE AMETRINE PROFILE W
1 +50 1 +00 0+00 0+00 1 +00 1 +50
LL_
C�d O
VERTICAL SCALE VERTICAL SCALE ll:::�
0 3' 6' 0 3' 6'
O
SCALE 1" = 3' SCALE 1" = 3' U Z
2730 2730 2730 2730 0 Q
2725 . . . . . . . . . . . . . . . . . . . . . . . . 2725 2725 . . . . . . . . . . . . . . . . u_-) 2725
w
°9° Q w
aX °X°
m ' o
� w z c� CDC:)
c(9�9• _11P�4- 0+18.50 "' _ W o Q
0+18.50 S�SXSO P�� GB 2718.10 00 CD rn
GB 2717.17 OX �j o rn o, a,�_ W N c) C/) m
ON C,toOQ OM OO a0 +� tu
.00 M N
I�02 OQ O +r- N Cncn Li
+^ o +N o N EXISTING GROUND C° oo J ``
N O O U W w 7 U J
2720 m +N _^ o�2720 2720 �, +m m w o � r
" 2720 C� ~ " r w
EXISTING GROUND O m o N " z w
+n Q Z (n Y O
(D o m - 0.40% w W � o w
C' -2.0000° 1.75� - - - - - - - - - - - - o o
m
0.81% - mLLJ
o i
1.7510.1 2.00% FINISHED GROUND z Y
FINISHED GROUND 0.00%- Q w w
0
m = Q J m
2715 . . . . . . . . . . . . . . . . . . . . 2715 2715 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2715
5S\o NA` FAG'
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9412
11/07/23
�rEor P
2710 2710 2710 2710
1+50 1 +00 0+00 0+00 1 +00 1 +50 SHEET
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