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2 _ ___- 1s.1s cL ------= PHASE 5 CONNECT TO EXISTING CURB, GUTTER, AND ASPHALT. CONTRACTOR TO FIELD (� O
\ 0 m 00- o o O VERIFY CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES V
(_ ' '- �-'� - I 1 7 OCCUR, CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN.
0+00 I 3 S. TANDYCROFT AVE.
Z 1+00.79 - 1+36.99 _
16.82 CL %' 16.41 CL 16.27 CL 7 _ 1+73.23 ^ O
N Ld SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT TO CONNECT TO EXISTING1.11 v
•' `-- - � _ 16.26 ASPHALT AND AS NEEDED TO ACCESS EXISTING UNDERGROUND UTILITIES.
W71�/� 1 3 - CONTRACTOR TO SAWCUT AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL V
- - DRAWINGS SD-301 SD-303 AND SD-806.
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O REMOVE EXISTING ROAD BARRICADES, AND REUSE IF POSSIBLE/NEEDED. W U
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L °' 6' °' u 00- '`' INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE PER ACHD O
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I � O INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES "ROADWAY TO
O 5 BE EXTENDED IN THE FUTURE" PER ACHD SD-1132B. W
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INSTALL GRAVEL ROAD SECTION OVER STUBBED UTILITIES. GRAVEL ROAD
SECTION TO MATCH ROADWAY SECTION MINUS ASPHALT. Lj__
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CATCH BASIN #5 - TRC = 2716.10, 12" INV. OUT = 2713.10.
+�/ ��%�/ %��, -- O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV W
(Q25- 100- )
0.20CFS, Q 0.28CFS T4
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EXISTING GRAYCLIFF STANDARD STREET NOTES:
ESTATES SUBDIVISION #2 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD-712H TYPE "H4" UNLESS OTHERWISE CALLED OUT.
2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN
2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES
PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID W
INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS
NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'
3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR
TANDYCROFT PROFILE FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED 0
0+00 1 +00 1 +74 STRUCTURALWITH FILL
T ISPWCREQUIREMENTSSPECIFICATIONS.
IA PROVIDE S A NATIVE MATERIAL MEETSHE FOR ENGIN ENGINEERED FILL PERISPWCERIFY CD
SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
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4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION
FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS.
Cil ii 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT.
6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702. Z
��P a 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS
lc`G�CD OTHERWISE CALLED OUT.
8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH
27200� 2720 ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
+ � rn N . �-00 ^co 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
N �' i`� ^- CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF
m ±m ±N ±m REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD.
CD FINISHED GROUND CD m CD
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2715 . . . . . . . . . . . . . . . . . . . . . . . . ./. . . . . . . . . . . . . . . . . . 2715 o
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SCALE 1" = 3' GX T e c
2700+00 1 +00 1 +74705 9412
06/16/23
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