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<br />34+94.45 LP9. +n' FILTRATION SWALE PLAC 18k� .? CM ,%wi,.n �^ . '�, �,,. y 1 C, � -�Z•0 ti FL I FILTRATION
<br />SWALE W K
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<br />x� M J{rT.lU. 35.66 T o ', _
<br />Ln
<br />CONSTRUCT DI TYPE GMP) TI�AL W SEE A INAGE(Q;ETAILS, DWG V x_J
<br />x . ( CA
<br />PLACE,.-1 x11.1 CM , TCE �, SEE 6
<br />OTE4 I_
<br />V �I 7 — O�
<br />x� x ° �� _ Z, -' +-76:57� . 1' �� o "I�" 7 1-14. 28.92' LT t LIMITS OF ROUND 'IMPROVEMENTS, TYP.
<br />�,..f'LACE 18 . x�� - `�. 3 " _ 17
<br />f
<br />00 1" I y C90 CZ TRUCT 1 � FES END I FILT"TION SW (SEE STRUCTURE PLANS)
<br />Is + 4.54. 22.00 LT SEE DRAINAGE DETAIL$, WG. D 1 GI ONCRETL'' Dfi
<br />�`-" ,
<br />NSTRUCT DI (TYPE �0) " " f"' F 7 _.�-� - - .... _-
<br />�' SEE NOTE 3 M T T �J �, -�_� �� �aUT�- LQ
<br />GIN BIOFILTRATION SW LE a `— --"-- �--- PLAC-E 10 �_ - - .._SEE--DRAfi1�AGE bETAIL
<br />29+00.00 -'\ -� _ _--gig = : — _- —_ u; ; ,�N TO L-9.0 '� �►x
<br />5 ` _ NERDY DISSIPATOR DWG. D��^ 5% 6D LO
<br />BEDiN,ALIGNMENT �� -� : �— �;LEAR GUARDRAIL POST 90 i �� -
<br />- - -R► _ i--- _ ��--' I - - - - —
<br />\71 9
<br />_ 2 00 co _ 31 P Ep � 32+
<br />IT ,i"— -
<br />M" + 4.54. 3.00R
<br />CONSTRUCT DI TYPE GO
<br />_ -- -
<br />SEE NOTE 3 EP
<br />"M" 31+57.71. 87.88' RT
<br />GIN 310FILTRATION SWALE
<br />FL 1 -
<br />NOTE, ,\
<br />II x•P
<br />1. S E SHEET T-2 OR 9PNERAL, � . L F AND \ HMAOD
<br />ABBREVIATIONS. a G Cn 10
<br />I L
<br />2. R DRAINAGE PROF`I�LES, SEE 1. PACE 1$ 3
<br />177
<br />y.3'3; R
<br />3. S E CAL1BANS STANDARD LA S I D-48C FOR INLET
<br />CON `TRUCT �I �; (TYP�'GMP) �
<br />D AILS AND INLET DEPRES 0 I OULDER. SEE 'MOTE 4
<br />xtO 00 PLACE Wxly ,2' CMP
<br />4. SEE 'ICAL_TRANS STANDARD P INLET DETAILS. No x• Y
<br />APRON REQUIRED. W "M" 32+36.44. 87.75' RT
<br />x°Q L BIOFILTRATION SWALE
<br />5. FOR 1CCURA`TE 0112HT OF WAY} I RATA, SEE M INTY OFFICE�� FL=91.5
<br />6. PLACE TYPE 1 CHECK DAM EVERY 20'. SEE CALTRANS SITE BMP
<br />MANUAL SC-4 FOR DETAILS.
<br />,.L1A._�_-.. __ -mac e
<br />3+00 % 34+,�0 , 0 35+00, , 36+00 0 "M" LIN 37+OQ, 38+0� � +00 � F--
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<br />--- DECK DRAIN
<br />\ \ DECK DRAIN - -C.
<br />�_ - - - - -
<br />- - _ w_ _
<br />x _ - �,- - - - _ (SEE STRUCTURE PLANS)- � V)
<br />(SEE STRUCTURE PLANS)
<br />37+11.87 LP. 65.95' RT
<br />'0000\� o x BIOFILTRAT10N SWALE
<br />3 . 77 = FL " 38+18 08 . 65.75' RT �- — — — — — —
<br />M
<br />"M" 32+80.52. 66.95' RT, �ll / END BIOFILTRATION SWALE s
<br />/ CHECK - �---
<br />CAN
<br />_ H BIOFILTRATION SWALE I -� _ FL BIOFILTRATION SWALE W/ C EC DAM f FL=78.4
<br />C L= 0 SEE DRAINAGE DETAILS, DWG. DD 1, SEE NOTE 6 — — — — —
<br />R/W "M" 38+32.03. 118.80' RT
<br />/ / "M" 34+14.94. 82.42' RT
<br />/ X BEGIN BIOFILTRA11ON SWALE
<br />\ / A.
<br />/ BIOFILTR TION SWALE 7$.5
<br />FL= 80.3 �. �' F
<br />L=
<br />- FL BIOFILTRATION SWALE,-
<br />M" 3. 64.13,, RT "M" 33+57.67. 65.76 RT SEE DRAINAGE DETAILS, DWG. DD-1
<br />CONS CT 18 FES, =BIOFILTRATION SWALE
<br />SEE DRAINAGE DETAILS, DW ' oFL=85.80 ,z xCM LIMITS OF GROUND IMPROVEMENTS, TYP. -
<br />Ln (SEE STRUCTURE PLANS)
<br />r PLAN oil
<br />M 39+40.43. 118.51 RT
<br />McHENRY AVENUE BEGIN BIOFILTRATION SWALE L
<br />. . . . I . . . . . I . . . . . . I . . * , ... t . . - . . . . . . . . . . . . . . . I
<br />McHenry Ave Corridor Improvement Project
<br />......... ......... ........ ... ......... .AS -BUILT .... .... .... .... ... .... . .. ....
<br />.. ...... ........ ......... ...... 11.1 ....... .. ... . .... .... ......... ......... ...
<br />.... .... .... .... .... .. .... .... .... .. .... .... .... ... .... ...
<br />Resident Engineer - Mauricio Rivera, P.E.
<br />Revisions By ��,�►-- 9/28/2021
<br />M HENRY AVENUE BRIDGE
<br />.......... .....
<br />.. . . .
<br />......... .. I ...... . ... . ....... .... .... ... ..... ......... ........ .. ..... .. ... ..... ... ... ..... ......... ......... ...... . . I ....... .. I ......
<br />.... .. ... .... .. .... ....
<br />........ ... ... ..... ......... .. ...... ......... ....... ... .. ..... ........ ......... . I ....... ......... ......... ......... ... ..... .
<br />EXISTING BRIDGE .
<br />OVER DRY SLOUGH .:.:.:. .
<br />PROFILE
<br />"M>, LINE
<br />29+00 30+00 31+00 32+00
<br />SURVEY REVISION DESCRIPTION BY DATE SCALE
<br />RL r{ \ir4AGE ALIGNME,i i Tu tvl„).� POS1,S L)..;'DF ;;;14/ 1 a HORIZONTAL: 1 "=40'
<br />REVISE DRAINAGE INLETS TO MATCH MGS SL/DF 10/14/19 „ ,
<br />VERTICAL: 1 -8
<br />0 i
<br />I I I
<br />INCHES
<br />0 10 20 30 40
<br />� I I
<br />- MILLIMETERS
<br />33+00
<br />34+00
<br />PREPARED BY
<br />DATE
<br />DRAWN: F.
<br />DeMARCO
<br />09-29-16
<br />DESIGNED: R.
<br />GIBSON
<br />09-29-16
<br />TECHNICAL SERVICES, INC.
<br />2 K.
<br />OAKS
<br />09-29-16
<br />2020 L STREET, SUITE 300
<br />CHECKED:
<br />SACRAMENTO, CA 95811
<br />50 APPROVED: T.
<br />BARNARD
<br />09-29-16
<br />T 916.414.5800 F 916.414.1557
<br />35+00
<br />�o - c0
<br />36+00 37+00 38+00 39+00
<br />SAN JOAQUIN COUNTY PUBLIC WORKS
<br />McHENRY AVE CORRIDOR IMPROVEMENTS
<br />DRAINAGE/UTILITY PLAN AND PROFILE
<br />"M" STA 29+00 TO STA 39+50
<br />0') N
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<br />RASHOLYJ. GI 1%
<br />0.
<br />? No. C70999
<br />* Exp. 06-30-17 A,
<br />���•. C V
<br />f9 OF
<br />I
<br />130
<br />120
<br />110
<br />1e
<br />all
<br />:1
<br />70
<br />DRAWING
<br />DU-1
<br />OF
<br />DU-9
<br />SHEET
<br />39 OF176
<br />i
<br />FILE NO.
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