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4+35.94 S. AMETRINE AVE. 5+08.78 5+45.28 4 5+68.24 12 0 Q ,� •��' � 18.56 CL 18.27 CL 18.12 CL71 18.03 CL
9 4+72.28 5+00 5+54.72 5 6+0( 0 6+3I1.67 2 FUTURE KEYNOTES J O
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18.42 CL 18.13LIP 11 18.09 CL 6 1� PHASE 5 Q
17.73LIP 8 11!I• 6+26 CL Fo NSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE PER ACHDZSD-1132A. U Q
17.82LIP O 0
.17195LIP/"' 1 BE EXTENDED IN THE FUTURE PER ACHD SD 1132g STATES ROADWAY TO
^� INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT O
3+44.08 / 9 - z
19.03 CL f f o - - - - - - - - _ 0
Of18.02LIP "' 5+68.24 16.50'R c,
CATCH BASIN #1 - TRC = 2717.95', 12" INV. OUT = 2715.00.
// :•:; r' / / M 18.02LIP 17.95 TRC `D O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV r1 Z
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C 17.90 2 16.50'R1� (Q25=0.46CFS, Qloo=0.64CFS) tJ� ! o b + 17.90 TRC � co
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D I M `� O4 INSTALL t32LF OF 12" C-900 ® 025%
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• r oo / 9ST 630, N Fj N c ACHD STORM
o 00 1; O DRAIN EASEMENT. LL W
" CATCH BASIN #2 - TRC = 2717.90, 12" INV. OUT = 2714.92.
2+83.80 n O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV O
i 19.27 CL / (Q25=0.36CFS, Q�00=0.50CFS) LL
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/ / SEE SHEET C3.2 W- Q
�cs / y� �. 6 INSTALL t2LF OF 12" C-900 @ 1.00%. INVERT AT SAND AND GREASE
2x2S 89 / 6 '� ,� l O O TRAP 2714.90' W
76 O 3 - INSTALL 1-1000 GAL SAND AND GREASE TRAP #1. SEE DETAIL SHEET C3.5.
RIM ±2718.00'. 12" INV. IN 2714.90', 18" INV. OUT 2713.50'
/+ 2+23.53 / Y Y INSTALL t10LF OF SOLID WALL 18" SDR-35 ® 0.00% SLOPE.
T•. .F 8 5LF TO EXTEND INTO SEEPAGE BED.
•.• / / 19.03 CL O SEE SEEPAGE BED DETAIL ON SHEET C3.5. W
J m 9 INSTALL SEEPAGE TRENCH #1 - 12'W x 1 VD x 551
o m O SEE DETAIL ON SHEET C3.5
J o x ---�\`� ICD
/ INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627�6
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INSTALL 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWINGS SD-708
/ I SEE SHEET C3.0
12 INSTALL GRAVEL ROAD SECTION OVER STUBBED UTILITIES. GRAVEL ROAD
SECTION TO MATCH ROADWAY SECTION MINUS ASPHALT.
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STANDARD STREET NOTES: LJ__
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1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD-712H TYPE "H4" UNLESS OTHERWISE CALLED OUT. Q
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
LEARMONT-AMETRINE PROFILE INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS Z
2+00 3+00 4+00 5+00 6+00 6+32 NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' O Z
0 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR
1� FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
x0� 1 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY
\X NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. W
p 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION
ri o OOO a" o o P ��� FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS.
N 00 CO 04
IT1 +7 N�" + c'u' 0O r- r-co 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT.
�n o0 I�N a0 N.N O] c0 N
m N" m M N FINISHED GROUND r cli 00 N o C o
U �N +^ p� �a0 �00 pj� +
2720 2CD CD O7 ')N +'� + co- 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702.
" m2720
m cm�. m m 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS
0.40% -0.40% OTHERWISE CALLED OUT.
-0.50% - - - - - - =0.40% - _
= 40% - - - -0.40%
- - - - - - - _ - - - - 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH c
- - - - - - - - - 0.40 0.40% - - - �. . Q
W ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
N
0 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. z N
EXISTING GROUND ,�, a, o 3:
m
CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF rn Y
REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. W N i ' m
O Z cn
2715 . . . . . . 12715 0
cn cn J
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VERTICAL SCALE _ w - � U
PRESSURE IRRIGATION z � Q z m Y
CROSSING i L' ¢ u CO oo LLJ
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PRESSURE IRRIGATION o 0
0 3' 6' 12" C-900 CROSSING M m o
STORM DRAIN m Q m
w i
SCALE 1" _ 3' Q w w Lv
Q:� = Q J
2710 2710
2+00 3+00 4+00 5+00 6+00 6+3 SS\o NA L FNc
9412
06/16/23
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C re OF SOP P
SHEET
C3 . 1