HomeMy WebLinkAboutHRSM#3_C3.2-QUATERHORSE P&P BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585
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SEE SHEET C3.3 I SEE SHEET C3.1
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STANDARD STREET NOTES: KEYNOTES: KEYNOTES: W
R.O.W. R.O.W.
47'-0"
r r W
33'-0" 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H
TYPE "H2" UNLESS OTHERWISE CALLED OUT. CATCH BASIN #3 - TRC = 2559.55', 12" INV. OUT = 2556.60' � L�
OPER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV O SEE KEYNOTES ON SHEET C3.3. � O
7'-0" 16'-6" 16'-6" 7'-0" 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL (Q25=0.38CFS, Q100=0.54CFS). O
PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES
2'-0" 5-0" 2' 14'-6" 14'-6" 2' 5-0 2-0 SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND O INSTALL CURB TERMINUS PER ISWPC STANDARD DRAWING SD-707.
' " ' " SHALL BE COLORED 'TRAFFIC YELLOW'
3� I <S4
3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE INSTALL f13LF OF 12" SDR-35 0 0.80%
O << 1.75% 75% RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS 12" INV. AT CB#5 = 2555.10'
2.00% SLOPE 2.00% SLOPE 12" INV. AT SDMH #2 = 2555.00'
DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND 7 INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE.
A COPY OF THE COMPACTION TESTS.
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE
WITH POLICY AND EXISTING PAVEMENT MARKINGS. CATCH BASIN #5 - TRC = 2558.07', 12" INV. OUT = 2555.10' INSTALL TYPE III ROAD BARRICADE WITH SIGN STATING
4" %" MINUS CONCRETE SIDEWALK PER O3 PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV 8 "THIS ROAD TO BE EXTENDED IN THE FUTURE"
MINIMUM 2 FT CRUSHED GRAVEL ISPWC AND ACHD 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT.
(Q25=0.07CFS, Q100=0.10CFS).
LEVEL LANDING SUPPLEMENTAL DRAWING
BEHIND BACK 14" OF 6" SD-709. 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE CALLED OUT.
OF SIDEWALK 3" ROLLED CURB AND GUTTER MINUS PIT RUN O SEE TRAFFIC CALMING DETAIL ON SHEET C3.4
PER ISPWC AND ACHD 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE CALLED OUT. REMOVE ANY EXISTING BARRICADES & CONNECT TO EXISTING ROAD, W
SUPPLEMENTAL DRAWING SD-702. W
2Y CURB AND SIDEWALK. CONTRACTOR TO FIELD VERIFY CONNECTION" OF ASPHALT PAVEMENT 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE O
ELEVATIONS PRIOR TO CONSTRUCTION, IF DISCREPANCIES OCCUR, TEMPORARY TURN AROUND AND FIRE LANE SIGNAGE
EXTEND BASE MATERIAL 6" BEHIND LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH (") RIGHT-OF-WAY PERMIT. CONTRACTOR TO CONTACT ENGINEER OF RECORD FOR REDESIGN. 10 TO REMAIN UNTIL DEVELOPMENT IS COMPLETE PER L�
CURB (TYP.) MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK .FIRE DEPARTMENT APPROVAL
9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHED (I.E. POWDER COATED C)
TYPICAL 4T ROW STREET SECTION SIGN POSTS, VINYL ON THE BACK OF REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. C
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QUATERHORSE DR PROFILE c
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MAIN CROSSING 48"0 SDMH 1
6+99.85 2.0' R �p N A L
RIM 2559.6t C5
12" IN 2556.50-E
48"0 SDMH 2 12" OUT 2556.50-W O �`
2550 2550 a OT APPROVED "
RIM 2558.1 t 06/26/25
12" IN 2555.25-E NOTES IF R CONSTRUCTI N
12" IN 2555.00-S 1.) ALL STORM DRAIN MANHOLES SHOWN
12" OUT 2554.90-N SHALL BE PER I.S.P.W.C. AND ACHD `S'T �0
SUMP 2552.90 SUPPLEMENTAL DRAWINGS SD-611.
2.) ALL STORM DRAIN PIPE SHALL BE
SDR-35 UNLESS OTHERWISE CALLED OUT.
SHEET
2545 2545
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 C3 . 2