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KEYNOTES: KEYNOTES: W
STANDARD STREET NOTES: W 7�E
CATCH BASIN #1 - TRC = 2559.68', 12" INV. OUT = 2556.70' O8 SEE GRADING PLAN FOR ACCESS ROAD ELEVATIONS & DETAILS. c
OPER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV
1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE "H2" (Q25=0.26CFS, Q100=0.37CFS). O O
UNLESS OTHERWISE CALLED OUT. 9 INSTALL 16' DRIVEWAY CUTS FOR KENNEDY LATERAL ACCESS ROAD.INSTALL t29LF OF 12" C-900 0.51 O
PER ISPWC AND ACHD SD-710B.
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 O 12" INV. AT CB#1 = 2556.70' INSTALL MIDBLOCK PEDESTRIAN RAMP PER
INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 12" INV. AT CB#2 = 2556.55' 10 ACHD SUPPLEMENTAL DRAWING SD-712G. - NOTE TO CONTRACTOR -
N 'TRAFFIC YELLOW' U
CATCH BASIN #2 - TRC = 2559.68', 12" INV. IN & OUT = 2556.55' CATCH BASIN #3 - TRC = 2559.55', 12" INV. OUT = 2556.60' ADA COUNTY HIGHWAY DISTRICT (ACHD) REQUIRES ELECTRONIC
3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE O PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV 1 1 PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV LOCATION MARKERS TO BE INSTALLED AT EACH CORNER OF ALL
0 10' 20' RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA (Q25=0.27CFS, Q100=0.37CFS). (Q25=0.38CFS, 0100=0.54CFS).
TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF UNDERGROUND INFILTRATION FACILITIES. CONTRACTOR SHALL
W E THE COMPACTION TESTS. INSTALL t15LF OF 12" C-900 @ 0.61% COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH INSTALL f1.5LF OF 12" SDR-35 Q 3.33% 12 12" INV. AT CB#3 = 2556.60' MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING.
SCALE 1 = 10' POLICY AND EXISTING PAVEMENT MARKINGS. O4 12" INV. AT CB#2 = 2556.55' 12" INV. AT SDMH #1 = 2556.50' MARKERS WILL BE SUPPLIED BY ACHD AT A COST OF $25.00 EACH.
S 12" INV. AT S/G TRAP #1 = 2556.50' PAYMENT IS REQUIRED PRIOR TO APPROVAL OF THE FINAL PLAT.
5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT STATES
13 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE CALLED OUT. INSTALL 1-1000 GAL. SAND AND GREASE TRAP #1 "ROADWAY TO BE EXTENDED IN THE FUTURE". LLI L L II
(D PER ISPWC AND ACHD SD-624.
7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE CALLED OUT. SEE DETAIL SHEET C3.4. 14 INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE. L�
i 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE C)
RIGHT-OF-WAY PERMIT. REC
O SEEADETAILESHEETTC3N4.H #1 15 INSTALL CURB TERMINUS PER ISWPC STANDARD DRAWING SD-707. W
0 0 --' 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED SIGN
J POSTS, VINYL ON THE BACK OF REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. INSTALL 14' DRIVEWAY CUTS FOR GRAVITY IRRIGATION ACCESS ROAD.
o N oo m o O INSTALL MONITORING WELL PER ACHD 1 6 PER ISPWC AND ACHD SD-710B. O
�' o ^ Lq o SUPPLEMENTAL DRAWINGS SD-627.
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BILTMORE AVE PROFILE
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l 57.75SW 57.92SW -1 0+00 1 +00 2+00 3+00 4+00 4+50
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93. 3' VC'01 0 3' 6'
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M 3+75.96 m AD: -3.1 % K: 30.0
() 3+46.03 2+02.89 HP 2561.83FS
57.74 CL 57 89 9CIL 58.03 CL m SCALE 1" = 3'
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TRAFFIC CALMING DETAIL 8" WATER MAIN 48" GIRR 06/26/25
SEE KENNEDY LATERAL PLANSET F R CONSTRUCTI N
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