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SEE SHEET C3.2 , ; O
BEAR CLAW STA: 0+00.00 / BLOCK 3 I I U)
LYRA STA: 5+50.37 ^ W
17.46 CL I•
U o Q -o 28 ^ i 0 30' 60'
24 23 22 21 20 i 19 18 O 17 16 uj
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J J J J J J / J _J _J J J O Q _J J I SCALE 1" - 30' J
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CO Q' (O � CO � co D' CO �' CO �' c0 �' CO � CO � CO � CO � CO � � - I
H H H H H H H H H H H - H F- 1 I Q
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I� n n 00 00 00 / 00 / 06
cD rn I� c0 r7 Cn I� O Ln
+ �i i + o+o a+o 18.07LIP o+ + (19.92EG)
/ 18.16LIP � � i J � O
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0 2 / e 1 r............................................ . 10 i KEYNOTES U O Q
U 5+13.87 5+86.87 / C
8+27.50 17.95LIP 18.08LIP 11 Z
17.31 CL 17.61 CL � O INSTALL 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWINGS SD-708 z
17.76 CL 3 17.88LIP 18.17LIP
W �00 - - 0 -W. LYRA ST,� o o - 7� - + - 8+- - - 9+00 W. LYRA ST. 1p}00 - 10t50
= 17.02LIP � M
- INSTALL CATCH BASIN #3 PER ISPWC & ACHD SUPPLEMENTAL
4 8+80.49 9+53.49 �10+37..,3L7 DRAWING SD-604A TYPE IV.V) 1 17.32LiP 5 6 18.17 CL 18.46 CL nl O
I" TRC = 2717.66, 12" INV. OUT = 2714.70, SUMP = 2713.70 O
LEI TT07._
(Q25=0.47CFS, Q100=0.66CFS)Ld
Q O
N 17.10LIP O 8 - - 10 ICD
17.23LIP/ 1 INSTALL 131 LF OF 12" C-900 @ 0.48%. Ill
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P / o � b rm m I 3 12" INV. CB 3: = 2714.70'
o I 12" INV. @ CB#4: = 2714.55'
U o \. I / U o U o U o U o U o 9 U o 9 o U o U o �� L i O Q
CO CD cD CD (� (o (0 J .1' Cfl Cfl CD QCD
-
00 m 1 INSTALL CATCH BASIN #4 PER ISPWC & ACHD SUPPLEMENTAL
r� 17.31 LIP u7 00 oo rn o 00 7 m o 0o m m r� I
N m rn m N m o m oo m m o N m � m r oo DRAWING SD-604A TYPE IV. W
Ni r- cri ^ 00 ,� 00 m r- ri of r-i oo r-i ao 4 I Ln I
ckfm m oo N N + N m I TRC = 2717.70, 12" INV. IN & OUT = 2714.55, SUMP = 2713.55 (�
+n ¢ +n +0 c+o o+o 0o rn rn m
-0.44CFS, Q -0.61 CFS W
Plf Li
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�� U AMETRINE STA: 0+00.00 (Q25- loo- ) Z
g
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53 n' n' m LYRA STA: 9+16.99 INSTALL 14LF OF 12" C-900 1.25%.
� r- O 18.31 CL co-, O 12" INV. @ CB#4: 2714.55'° 12" INV. @ S&G TRAP #2: 2714.50' 0
I
SEE SHEET C3.2 INSTALL 1-1000 GAL SAND & GREASE TRAP #2 PER ISPWC SD-624. U
O SEE DETAIL SHEET C3.3. W
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OINSTALL 1OLF OF 12" ADS N-12 (NON-PERFORATED) @ 0.00% SLOPE
5LF TO EXTEND INTO SEEPAGE BED.
SEE DETAIL ON SHEET C3.3.
OINSTALL SEEPAGE TRENCH #1 - 15'W x 11'D x 621
SEE DETAIL ON SHEET C3.3.
OINSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627
10 INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE
PER ACHD SD-1132A.
TANDYCROFT & LYRA PROFILE 11 IR AIR I STATES
6+00 7+00 8+00 9+00 10+00 10+50 IRO WAY TO BEEUN EXTENDED FUTURE" PER ACHDSD1132B. L�
2730 2730 L�
O
VERTICAL SCALE
0 3' 6'
STANDARD STREET NOTES: O
SCALE 1" = 3' rl. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD
SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT.
. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .
2725 2725 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN
"'Li 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES
pip Op . N PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID
pp px� pxpp INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS
<p�po ��Q `p• z NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW'
5x Ox SIR �5 Li
71
`P 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR
l�� �� r-0') oo FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
oo m �00 0 00 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY
0O n m r- a' `'to 06 t000 `' +r NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
CIJ IQ
M o +q co EXISTING GROUND CD
00 co N� 0 w +N N co SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
2720 rn Ln.- +N �, ao N m c� / 2720 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION
N �+n.N 'm m c' - - - - ✓ FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. ,n
CD m " _ _ _ - - - - - - - - - LLJ
-
m _ _ _ _ _ _ - - 0.40% cn
0.40% 0.400 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT.
0.75% - - - - - - - - - - - - -�40% 0.77% N i
- -O�p� - - - - - - - - 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702. �, cn
N m
7. ALL SIDEWALK IS 5 FOOT DETACHED PER ISPWC & ACHD SD-709 WITH 8FT � � � rn
FINISHED GROUND PLANTER STRIP BETWEEN TOP BACK OF CURB AND SIDEWALK UNLESS OTHERWISE W i /) m
CALLED OUT. tu
_00 MLo N
12" STORM DRAIN
8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH = 00 v J
2715 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2715 ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. Q LP oN N � r
8" WATER MAIN z c~n w o "I
9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. w z � oo
CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF W `� o " �' w
REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. o w m
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2710 2710 NA` F C-) ST
AG'
9412
11/07/23
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2705 2705
5+00 6+00 7+00 8+00 9+00 10+00 10+50 SHEET
C3 . 1