MAYPORT 1701 1
1 U' 2U
STORM SEWER STRUCTURE TABLE
STR. TOP
No. TYPE ELEV. INVERTS REMARKS
I TYPE 552 INLET 1217 9.06 8 SLOT N =11.60
2 TYPE "C' INLET 11.aO 8.76 (W), &30 S
3 FLARED END SECTION - 8.20 SEE DETAIL
4 MOWED TYPE mCm INLET 1 12.001- 8.60 SEE DETAIL
NOTE: ALL INLETS MATH SOTS DEEPER THAN 6' SHALL BE CONSTRUCTED WITH HORIZONTALLEGEND
REFER
- -
REFER To ARCHITECTURAL PLANS BARS AT A MAXIMUM VERTICAL SPACING OF 6 INCHES. 1" CIA. GALVANIZED PIPE
FOR SIZE & LOCATION OF ROOF EMBEDDED '2' IN PRECAST STRUCTURE OR OTHER APPROVED METHOD. -e•w/ EXISTING WATER MAIN/ - _
/ DRAIN DOWNSPOUTS.
- -SA14-- - EXISTING SANITARY SEWER MAIN
EXISTING STORM SEWER
a
0"� o� ` LOT 7 ~ ~ �� I
ti� � LOT 9 LOT 10 ( 110X10' DUMPSTER o� EXISTING SPOT ELEVATION
12 � /
295 LF - 16" PVC(1)1 5) O S-0.1x ` I LOT 11 PAD W/ FENCE _
I I ENCLOSURE AND LOT 12 I - -se- - - EXISTING CONTOUR
SE-PA _rte- r 1 7 LOCKING GATES
t22 ,o•sA -r 6 �� �%Q9
' 4-1? SWALE ETREA IPuIE T DRAINAGE DIVIDE
� ,2 (6 DEF
11.6 N 3'19"11 413.8 �' ob 1 t 3 L 11.7
/ / -� -- 6' AIN UNK Ff ob 20 LF N 15" RCP O S=0.6x NEW SPOT ELEVATION
v, -- .
O h� 15'P A 17 JOA_I °p 1 ' • pA 0
• / ' STS t fovNU '/?' IRkw
��///I c�~c PA 6. ro'rA JA
�TS - r - STS - v•TA • . . a'lA 1 O NEW DRAINAGE STRUCTURE
��` / £ 4 6- 2.47 `1 0�1 9'TA 11 _ a' ''• it 2 X�' - 6 �(-----.Bads( '_ l�� RETAINING WALL AND IDENTIFICATMN NUMBER
17.8A-' I 6 { O
t18'a,-3 1� 6 ` 1 o _ 40 Q TO BE DESIGNED - - NEW STORM
. • 2E PA 1 �' 6'/A STS SEWER
8Y OTHERS
12 Py ,2`1 'OTA ' !9'PA i 20�' N 9-TA 9F
2.6 r �( .� _ NEW SILT FENCE
�r / ^Ivy 1s•P,1` i as•EL-a E / r .) r3'Ku t A 10' SETBACK
8•o-' -- DRAINAGE FLOW ARROW
• / 'PA-2 '6A JI'MU-2 • 7
loarA i)'PA I ` . !' ! 7.8A/1' /�6'TA
/ � / or
t �� hh � I:v 13 PA a r,T t 3 MADE
/ . 17- ' j OFFI, E/WARE OUSE / 1 6• CONC. FLUME . '.P ! FFE=00.00
NEW FINISHED FLOOR Er.EV. d
2�-rA-
tl XV . . ►K7-7 p O, A ' • 6 I v6'""/ I r (SEE C1��'�►IL) °-c x°- A
�e'PA 114 000 :9,.( / ll��
20' (� TREE-LEGEND-
3
'►i O7 TA
j F1 i l 1 11.1
lti 9•Ko- • s-TA - ,- yy / 2 F.F.E.=13.5 ! 8't10 ll „( I�•c�+
/• / 0 e t: y �4` �-�^� / f)� 8'IA I T .P i v�i / (TYP) CH CHERRY rr
N _ - V• WP. K 11 PA / t,` �( .J' cr - -7•�- - -1? -- - ► a. l�Kih/r:0'''.,"s --
Q ' a C�� PA 7 eL 6.0 S E L { r3.4 L Q� I
1 r O • ~ °'EL I I
{ v .1.7.09 `• ' FACILITY MA = MAPLtr
//�/�•, 4-1 ' bLL-UP DOORS'1r-m.. 7'K0 18' Tse sr ' oN t E.? -
47A-.t ` A ITyA rl 8•A1u 2 I 11-9-WO
I 'W0-2 ,. . 13`TA-1x PI D AP) TOB=12.0 (0.135 AC O TOB) w0 WATER OAK
• •2 � 26 FA ��/� 11.7 ?°• A 13 r - NWL=9.0 LO - LAUREL OAK
'PA 6'EL• tb PA• 13•PA �' A • ��ry' 21 PA M/ I ,� 6'EL MEAN ANNUAL DHWL=11.0 PA = PALI`I
19%H 22'ELl�
7'T ; •l
e•£L � ' � �� • � BOTTOM=0.0 PI NE
� -�wAx M '
f fillTREATMENT ELEV.-10.8
�► // / / • • 13'PA \ ` 41.012.E J t'EL-2 ; BA a BAY
/ 1 l4L l,�( 12.1 r 4 :- TA TALLOW
�11ry / . rs'PA 7'wu . .13' `4 4-- Q`e" • i /1( �/'•'TA-1 �t 11.C/ SB SUGAR BERRY
Y I o.5 o.5x 6•P, t� ( 9-T" /, 26 LF 15 RCP
22'PA 1` 9 6'EL TEL 1` 6'f� 12.1 + /` I S'EL-2 /� x 13-A/A-4 r ry " CA a CAMPHOR
. 7'TA ` 5=0.4it
/ �•, 12.7 L•OOMYlPLM - Pl -' `" ?3`CN-3 t A • 7'TA 4tr MU MULBERRY
p, 9•pr . L 13-P I -. r-•� • 11.8
/�
101EL-2 .-2 TWIN
V iiJ PI • 8.0.•--
. ► • Io'PI rslo X Eb' -J _ 9. !o a -3 = TRIPLE
18•A/u_4 1 KIN-2 • -�--- - - 13. . ORC,P INLET
f CLUSTER
R - r� of CRATE-(11.04)
VNOERCROLxJO Ism roan ro+a gets t2-EL-? •' { 7.EL • �- • 1T-TA-)'• I I N INV 8 14) 12' P.V f PIPE
GAS UNE MARKER NIDRANT ---i
• �•P1 •• 1 • S. INV.. B 19) ON LEFT
v 1 S ,N1*•8.42) ON RtW+r
12.2 f 1 • e > . • LZ Sy 1•� /'� •R'KO X.�.�..,.�. •/� J'� .�.-+ \ I! Ie' CORRue A*EU
Sro'Iv (;UY S 7r �/ PLASTIC PIPE
"--- ANCHOR R tE" POKER S8a'23'19"E 482.30' 71 ""--- ',r'
tL.$ABLE POL£ r/UCNT •_ ANCH(M .f •
- - 13. POKiR,�POIFS �� 13'PA iOUNLt ►/.^' O� '1
71 - �_ _r. .-_ _ - _rLin -11�e111 ABLE ANO
rE
'- - - - . 12.-3 RIS£R' POKER POLESq-
- -._ _ - _' _ _ �. - °E L
_WA tiALVEDd �WAROEPOSTS ---_._._-
! ANITAR'r MANHOLE -
RIM.t12.6d) - .T �a�, - 3 TAPER TO FLUSH AT
WATER VALVE E. INV../LtSI 8' CLAY P,Pf -- -_ _ ' _ '
-„wrT..Rr uANH(x£ ' -' AGN _
SW INV.-(4 24) E CLAY PIPE JACKS 0 N R 0 A D -- - _ _� _ 11,705 `
UN!?ET1��:OUNO G RIM•111.Cd) �'- � I.
GAS uNE ArAR►rER (A 3O' RIGHT OAF' WAY)-PAM) E INv_(5.35) MATCH EXISTING EDGE OF PAVEMENT 1`'
_ _ _ _ W. '"�`('s" 4' CHAIN LINK FENCE WITH 4' WIDE I
8' CLAY.PIPE WITH SMOOTH TRANSITION
MATCH EXISTING EDGE. OF PAVEMENT
LOCKABLE SELF-LATCHING GATE sArXrARRIM-OzI)
WITH SMOOTH TRANSITION N. WV.-(6 Sgt lo' CLAY PIPE
S. ii:K•(6.7?) d• P.YG. PIPE
-- - w INV-(&62) d- CL.Ar r'JPE I
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' osigned Released For Construction _ Project No.: Draw,ng
DW T ® Connelly & Wicker Inc. OIC,--32
Drawn ���� o ulten Engineers JACKSON ROAD .$.9.1 GLC By Cr ns gGMADI�K�,. -DRAINAGE ARID
�►- OFFICE/WAREHIOUSE
fn Checked Thy Drowktq Is the property of Connelly ac Wkker Inc. Engineering 1711 South .5th Street
�� PREPARED FOR EROS CONTROL PLAN
GAA and to not to.be reproduced or epbd In whole or In Business Jacksonville Beach, Florida 32250 1" 20'
&!
pW... It 4 not to be used on any other project and Number: (904) 249-7995 D.W. HENRY Date :
- vmed 1n request. 31%.rr'003650 Fax: (904) 241-1126AL Engineer
o. Date Revision By Reg. JULY 2001 Sheet 4_ of __ r