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HomeMy WebLinkAboutConstruction Plans 2 Lf) 00 Lo N � N E ,$ 19 BLOCK 3 ''`� ; \\ o O 00 �,��� cis T�I \ Z / I J C�l / J • • . O D / O U Lo Lo U Lq ' DO + 3 aao m �// 00 00 \ FQ . \\ 0 30' 60' W �\ o U ZO 1 :::::::: ::::: ::................ ' /:; :;: ?;?;:; ... d 9 A/�F�'1'F \\\ SCALE 1" = 30' J (7 m I • 3 1+58.34 \\�� x�� �`b�'� 1•..' 6q \\ � \\ D — 2 — — 01 00 _ CD _ 1+00 18.70 CL W. LEARMONT ST �\ Z N I � o — I — •:' \\ J Z O H N I o+oo W. LEARMONT ST z \ , '`\ s f : \ KEYNOTES Q \ N LL.I 18.06 CIL `� xp0 4 4`b \ ` LL.I 1 \ �0� V S, :.` • \\ CONNECT TO EXISTING CURB, GUTTER, AND ASPHALT, CONTRACTOR TO FIELD \ 0 V) \� ° �`� \\ 4.0., \ O VERIFY CONNECTION ELEVATIONS BEFORE CONSTRUCTION. IF DISCREPANCIES r I� LLJ ° \ v -:::::::. ::::.............. OCCUR CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN. 5 2+23.53 lx `\ : . r z o 19.03 CL \ .•s.: • \ o n '\ o \\ X O FO \ SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT TO CONNECT TO EXISTING --- "' co " �' "' U n o \ ASPHALT AND AS NEEDED TO ACCESS EXISTING UNDERGROUND UTILITIES. `D `D \ `O° ° •� '\\\ '" •' '. \ O CN CONTRACTOR TO SAWCUT AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL (D Z C, ^ o � �' \ \\ y 9 \�Q 1• ' \\ DRAWINGS SD-301, SD-303 AND SD-806. :s•. \\\\ \ O3 REMOVE EXISTING ROAD BARRICADES, AND REUSE IF POSSIBLE/NEEDED. wLLI 8 M�9 10 11 12 2+83.80 I O O 13 19.27 CL \ LL Lu Q 0 BLOCK 4 �� °� �\ \ • . ,FA STANDARD STREET NOTES: W z x 3+44.08 /a 9 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD \ 19.03 CIL FA, �. `� SUPPLEMENTAL DRAWING SD-712H TYPE "H4" UNLESS OTHERWISE CALLED OUT. 0 Id Id — Id — I I I/ , v Id � Id _V Id V T /a 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES W �� oho \ 9 ••:� ::Fo 1. PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS W Bloc 0 FA Q NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' �x / \ d 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR 9 \� Z FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY ,20 \ NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC / I I / SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. SEE SHEET C3.1 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 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. 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS W OTHERWISE CALLED OUT. W 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. W 0 CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. Q LEARMONT-AMETRINE PROFILE 0+00 1+00 2+00 3+00 3+50 C Q � O� 00 N M M �� LnO rajm OO O co 0 O p p N^ N N +r— O O +I\ N N m i.,-�NCD r N (� CDm CD U m m M 2720CD+'� 2720 m CD FINISHED GROUND 0.40% -0.40% r 0.50% W 0.40% W — — — — — — — — 2 — — — — w cn— — — — — — — — — — — — — W < EXISTING GROUND N a O CD WLLI 0LZ WN T V) m 2715 2715 z ° � ,� � VERTICAL SCALE PRESSURE IRRIGATION cn o 00 N r CROSSING cn J `V � w c� 0 3.' 6' W wwc) < o w om SCALE 1 3' V m o z z 2710 2710 = Q � � 0+00 1+00 2+00 3+00 3+50 Sao NA L F S G\ T E NC 9412 06/16/23 sT �o C re OF SOP P S. KIN��� SHEET C3 . 0