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NOTES:
1. SEE SURVEY FOR SITE SPECIFIC BENCH MARK AND GRADING LEGEND Z
ELEVATION DATUM.
2 ELEVATIONS ON PLANS P446-PER NOVO 29 DATUM. EL ELEVATION
3. ALL STUB OUTS TO BE PLUGGED AND PROTECTED TYP TYPICAL Q.
FROM INTRUSION OF SURROUNDING FILL MATERIAL
END OF STUB OUTS TO BE MARKED WITH 4'PVC
STANDING 2 FT ABOVE GRADE. CO CLEANOUT
4, MAX IMPERVIOUS 80%PER COZ x49.58 EXISTING ELEVATION Z 0 Q
5. REFER TO SHEET 04F FOR ROOF DRAIN DRAINAGE O
TABLES, 4'54 PROPOSED SPOT ELEVATION Z
6. ALL ADA ROUTES SHALL BE CONSTRUCTED WITH 2% DRAINAGE INLET O
MAXIMUM CROSS SLOPE AND 5%MAXIMUM
RIM=123.70 LONGITUDINAL SLOPE AND BE IN ACCORDANCE WITH D �i�.MITERED END SECTION
APPLICABLE ADA REQUIREMENTS.
PROPOSED SWALE STORMWATER FLOW O .. C
DRAINAGE PIPE TABLE
FROM STRU RE CTU PAVEMENT TO PIPETVPE LENGTH IN INVERT ��" EXISTING SWALE STORMWATER FLOW
RE J
STRUCTU TYPE ELEVATION STRUCTURE (IF) START END 'R
07-1 138.30 58-2 19'PER 25 131.80 131.30 -iv'--- SURFACE STORMWATER FLOW J
CURB INLET TT
FDOTTYPE3 M I
D7-2 137.69 D7-5 19 RCP 21S 128bi 11Bb1 ii cuFB ra.0 i DIRECTION OF STORM WATER FLOW
Z
073 CURB INLET 127.00 07-4 19'RCP 160 12140 120.78
D7i CURB INLET 127.00 D7-5 18'RCP 292 120,51 118.26 FFE FINISH FLOOR ELEVATION >I6 '..
073 FOOT 4 135.64 D7-0 2N RCP 134 117.76 118.73
CURB INLET S-50 STORM SEWER STRUCTURE NUMBER
D INLET
074 W/DOUBLE 127.00 DI-7 24`RGP 60 116.73 118.26
4'MIN. D7-7 DROP INLET 127.00 D7-7A 24'RCP 142 11626 115.13 -- EROSION CONTROL a W
D7-7A 126.70 07-15 24'RCP 134 115.13 112.39 W N
08-1 MANHOLE 139.00 D6-2 48'RCP 400 123.00 119.80 CONCRETE PAVEMENT V
12'IPVC INV(E) 120.00 DB-2 MANHOLE 136.00 08J 48'RCP 152 118.80 116.00 o gEp QptNUyC��ETTE
D83 STUB OUT WA 06-4 30'RCP 12 118.09 118.00 ® (PfiyV 0301 IMPROVEMENTS ME
08-4 MANHOLE 126.00 08-8 48'RCP 308 106.20 10220 (TPpSED HFf{VT' DDUTY �7- lTf ',0 ���i■
B'RCP I D&5 STUBOUT W A A 06-6 30'RCP 12 10262 102.50 1'fI-U1LT P \/EIv1ENT
084 MANHOLE 109.00 08-8 48'HOP 248 91.50 94.50 r77771 PROPOSED FLUSH
D7 SNBOVT WA D&8 30'RCP 12 94.74 t≥222 CONCRETE PAVEMENT "
0 12•PVC D&8 DROP INLET 105.50 DB-9 77 HOP 464 92.50 8212 RIP RAP IP"`;5 ASSOf:IalOS
`N INV(S)=118.23 D&9 MANHOLE 106.00 DO-10 72 RCP 143 9212 92.00
DOT-1B MANHOLE 123.70 DOT-tA 19 RCP 80 11828 118.73
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