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PLAN NAME:
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- ° FACILITY WIDTH
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% /\//\//•• //\./\//. //.\//.\//.\//.� /.
/A \/\// CLAMP OR APPROVED EQUAL
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\/ / / / / / / 2.// SECTION A—A
,/s h � •/\\i\//\i/i\/�\\/2 ,... ./,\�/� NOTES:
k�. t `1
1. PRIVATE WATER QUALITY TREATMENT
f LOT# ' 2. 30" MIN WIDTH — FACILITY LENGTH TO BE CALCULATED BASED
ON INCOMING FLOWS.
BOX SIZE (SF.) 1 Z.,C) �r
3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK.
4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING.
# OF PLANTS 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR
TYPE OF PLANTSSEPARATION.
6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS.
7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF
FACILITY IS BELOW BUILDING FOOTING.
SIZE OF PLANTS
FLOW THROUGH PLANTER LIDA
HANDBOOK C1eanWate\ Services
DRAWING NO. 794 REVISED 03-16
120 Low Impact Development Approaches Handbook C1eanWate\�Senices
RAIN DRAIN AND OUTFALL
a <
° PROTECTION
a
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' ',•xa y W IMPERMEABLE LINER AS APPROVED
°° t]�_� I!'f, W W W BY BUILDING JURISDICTION
OW
, 1=,W W W PERFORATED PIPE MANIFOLD
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FOR LENGTH OF FACILITY;
W W 4" MINIMUM.
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W W W W W W STRUCTURAL WALL PER
W W 'j' W
BUILDING JURISDICTION
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WIDTH
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APPROVED EQUALAND
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% \ //////�/�/\�/\�\��> SECTION A—A
ce\ii�
NOTES:
1. PRIVATE WATER QUALITY TREATMENT
LOT# 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED
ON INCOMING FLOWS.
BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK.
4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING.
# OF PLANTS 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR
TYPE OF PLANTSSEPARATION.
6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS.
7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF
FACILITY IS BELOW BUILDING FOOTING.
SIZE OF PLANTS
FLOW THROUGH PLANTER LIDA
HANDBOOK CleanWafier Services
DRAWING NO. 794 REVISED 03-16
120 Low Impact Development Approaches Handbook denW �`�'Sces
I.<..\,z LENGTH PER DESIGN, 15' MINIMUM, SL1P: T0MATCH STREET, 6% MAX SLOPE.
it,
1,ri rlCHECK DAM 2.5 — IAM. • 0i i iSMOOTH ROCK2. DEEP1Lt .cø0."
► AT10' INTERVALS, SESINit/ TREATEDWER
r�`� / EXCESS OF 5% ' 1� TO OUTFLOW
\ \ \ \\;; 10o
\� • • _ i � STRUCTUREj \rP�•,��/ X1, �
HIGH DENSITY JUTE
oR MArnNG PROFILE VIEW
12" MINIMUM
3:1 (H:V) MAXIMUM SLOPE, 4:1
1' SHELF WITHOUT SHELF
6" MAX (TYP.) •4
WATER 6" FREEBOARD
TREATMENT \‘‘\\\I
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DEPTH 6\ '� ( )
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SUBGRADE '\'.//..// ' //,.//�///•/ ->,/✓\.. NON—WOVEN CUK
SWALE BOTTOM FILTER FABRIC
SUB DRAIN 2' MIN.
30 MIL LINER 7' MIN-10' MAX SIDEWALK ZONE
CROSS-SECTIONAL VIEW
NOTES
1. PUBLIC WATER QUALITY SYSTEM. 1' SHELVES AND REINFORCED THICKENED SIDEWALK FREEBOARD EDGE MAY BE
REQUIRED BY COUNTY.
2. INFLOW STRUCTURE PER LOCAL JURISDICTION, SEE DETAILS 401, 403, AND 407 FOR STRUCTURE TYPES.
3. OVERFLOW PIPING TO ALLOW NO MORE THAN 6" PONDING, WITH A MINIMUM OF 2" FREEBOARD, AND BE SIZED
TO JURISDICTIONAL PLUMBING CODE, OR TO CONVEY THE 25 YEAR STORM.
4. FLOW DISSIPATERS SHALL BE PLACED AS SPECIFIED ABOVE OR PER DESIGN.
5 REGIME.TIOVEG�ATIONBE SED IN THE SWALE TO BE USED ALONGOTTOM THE SWALE SIDERS TO PLANTINGS APPOVED FOR THE CONFORMS TO PLANT NGS APPROVEDNFORTMTOHEISTURE
MOIST MOISTURE REGIMES.
6. 30 CONNEL CTS SIMPERMEABLE
STORM SEWERRSYSTEM VLIDA QSWALE NOT RECOMMENDED FOR ROADD EQUIVALENT PER JURISDICTIONAL AUTHORITY.
SLOPESOF
GREATER THAN 2%.
LIDA SWALE LIDA
HANDBOOK C1eanWater Services
DRAWING NO. 795 REVISED 05-16
•
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