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HomeMy WebLinkAbout2004 - (#30) Proposed Condition Drainage Basin MapBASIN F OUTFALL♦, ode 4. ode N -A-3 PIPE DROP N -F-4 ,�PROPERTY LINE Pi a-2 Dro -2 �e 17.0 AC i Yrb 1 STORMWATER ♦ POND F-2 _ 0# r, WETLAND 1 ♦ 2.80 ACRES y t \ / Si O 1 I ♦ ♦ / ^) O/1 ` C OR AIRPORT / F 3 AIRPORT D ' 4.0 ACRE IN, �,♦�--- \ \_,� �►_ Z TORMWATE ♦ 1 ♦. / OND A- ♦` I \ ♦� �/ 1 DROP \ 70 I Dro -6♦ I I 8 _e �♦ J F-2 >. ode ode %* 1% } � I ode r � ♦� �/ N-A-6 A 6 ♦ � \ �LAND ode -- - - ♦ 4 p �s�iti 1 oa ACRES, \ / n v ERTY LINE ♦` \ \ \, I / i , j// \� �♦ DITCH WETLAND„c° ^ 8 Ditch -1 1 i 2.48 ACRES � \ \ `\ .� / \ \ ♦ /'1001 I _ �♦ vy 1 - .w rr� „ DITCH 1 \ Q8� ACREs I / 1 Ditch -1 1\ ~' ZONED AVIATION 111 ZONED AVIATION ✓ D i •MNDtfSTRtAL-uu r \ INDUSTRIAL \ E-1 ti A- W / 5 - ►. AREA= 105.35 Acre 1 ode �r� ode - 3 Q /' (4.1 % Impervious) N -A-4 r a © / \ \ ! CN=80.7 I OZ 1 n i A r C14v~i 0a / '` \ ,\, , PLAN .. ► s PIPE r ode \ \ 0 i LAND =�- 1 Z r \ „G, / 1 1 > g ode r E'==- /! i Dro �` .a2 ACRE/J r i v rn N -A-9 r ♦ i//, 'ROPERTY LINE PIPE ode _ _ J r N A 3 1 a DROP r W °j E-2 r BASIN A Drop -3 it - -- _ _-- �''- +�'P� `i AREA=6.45 Acre x 1 - W 4----- �rr�._---r ��a `. -. �?/ ae /' (35.0% Impervious) UTFALL - 1 _ PIPE -- r �t�o ♦ ri CN=85.4 ode 1 i,r Q O z♦ , N -A-7 = Pi 1 e-2 ♦� .moo c4 v, Ode 1 as N -A-8 1': ,-B--.6-. _ A - r Irl \\\ 1 ode r' ode r I r - N-6 rI N -A-2 A ♦ T XIWAY B T EATM NT PONDS r 1 d 1 r 11I MAI ® _ DROP PERMIT 40-061-68172-6 SJRWMD JRWMD PERMwIT 40- 061-68172-6 Dro MW C NOT LU wwwww NWAY 9-27 r -- 000 � - - � ON �FNTRQL-AIRPORT-Q�)���r T rw w w wwww-- Uw w w- w r - w w J AND POLICE EVIDENCE DROP1 r 'r; -r _- - ----- . __ - --- -- - - - - _ _-- - - -- -- �. / ♦ - - .. . r Dro NB8-NB 1, B r is B-8 r POND Node ode POND I ♦ I COMPOUND r r r 0.52 Ac -8-1 -B-1 3.67 Ac �� / ♦ SJRWMD PERMIT �1 r - r - r TWY-C I/ �� �♦ D 1 ' ' 42-061-68172--8 Dro DROP 0' - . - . - . r lr'I OND ade i r B-1 b �/ ' ♦ 1 x0.52 A 'N-B_g r t i �•* r. r / I ♦ ♦U \ 1 ITt -- - e� >,. .. w .. B-2 r r ZONED AVIATiON� r r B 7 BASIN B z l - - - r --r MDUSTR+AL-- - ' r .� 441'�•�� r rl -r o B 1 a %V OUTFALL 4 ?r ode IN 1 'r, l Nade � PROPERTY LINE POND r t _°d 1 Q 1 ill 0-76- A���;. -1 1 _1 ,�� _ 1.25 ACRE ^ - - r B - tI / %" STORMWATER (SUB -BASIN B-4 , i B-1 C ��� /I POND D-1 r 00 PIPE r r PERMITTED r ae / ♦ .. �� Pipe 9-10 1 -�! SEPARATELY AS r ode �� ° � ♦ %.01 o \ ,♦ .Q� 5�,b r SJRWMD PERMIT r I� r -8_1 �� � � /�' / �'�,� ♦'� 1 - ) j� N -B e9 � r r •. � gg172-3 r r i i I , µ� PUBLIC WOR 0 r ... -. w .. 1 COMPOUND ♦ �� J&SAVIATION DROP r POND r ode ♦ fi ND „QQ-w-�•�-�- ( / C 2 DEVELOPMENT Dro NB2-NB9 1.r's ACREs `' a �; i /� =♦ 1 r r "``'� 1 Ir N-B-� ^, / SJRWMD PERMIT ♦, ' r 1, s �♦ i j 42-061-68172-7 r 1 r �� PIPE, = / (REQUIRED ATTENUATION VOLUME I5 %�♦ � Cj Pie 1e-9 POND 8 2 - 1, ETLAND ,.QQ-E., 1 ° i I%%� ,�t THAN QUIRED., WATER QUALITY D-2 2.71 Ac 1.73 ACRES VOLUME --ATTENUATION VOLUME ^WItL DSW "G"' 0.68 ACRES �♦ �� A ♦ � DROP 1 ode i �� I r �� y'' „ / ♦ PERCOLATE INTO GROUND) /'` 1 N -G 1 I , W „F' 1.20 AC Dro NB4-NB9 N -B-2 �, A f j% 1 I r 1: 1 ON / ' % I / N. rl� --- � �b �------- v,T� BASIN E I--- NQ �- / 4/ OUTFALL SPR 1 1.72PO Ac 2 SW"`„e'„ o.' o ACRES / iDROP / / Aw PROPERTY �' 1 N G 2 1 , o e �..� f BASIN G ���� i -3 // ♦ Q/ , % t OUTFALL 1 2.26 ACREs .„ c z v ode 1�,•. \ = _ : AdiCPR I ♦ / N_G-4 1 �' // / DROP BASIN D �► LI s� �� 1 Q / / "NG2-NG3"� OUTFALL ♦ .► J-1 AdICPR r /� i/ BASIN H�► t ►'� Pipe 1 ! / ♦ �-� 7 "NG3-NG4" 1 i / _ , ' r OUTFALL ♦ ♦ PROPERTY LINE 1 G_2 �� ♦ # BASIN J PROPERTY LINE/ / ♦� OUTFALL 1� mom BASIN C ��. OUTFALL 40r BASIN r ri v, OUTFALL r, I-„ 1 .► s.. i' r / ER C T ; r .. • _ r la: .'_:. ., :,, ::- t.. " r. '. .zza. ^'' ^.' _ mxtir_... ,. ,.err ,.., -: ...,.+ ..-. -. ,n .w«;F'• kb' . vt°-sr-. >.' ..., z. ,+ .a Y- .. - . ,: ,: ..wr. _ .Gde`®rxc. Q LEGEND (f) ■-m-m----m-■ BASIN F-1 ----------------- SUB BASIN CONTOUR DRAINAGE 12 STRUCTURE WETLAND (FIELD VERIFIED) SEE W-1 ----•-•---- LEASE LINE ------ CENTERLINE OF SWALE PAVEMENT/BUILDING SUB BASIN INFORMATION A-1 A-6 B-7 AREA=31.2 Acre AREA=15.5 Acre AREA=4.30 Acre (80.1% Impervious) (80% Impervious) (80.0% Impervious) CN=94.4 CN=94.4 CN=94.4 Tc=10 Min Tc=10 Min Tc=10 Min A-2 13-1a B-8 AREA=6.95 Acre AREA=23.4 Acre AREA=4.50 Acre (40.3% Impervious) (13.6% Impervious) (40.0% Impervious) CN=87.25 CN=82.5 CN=87.2 Tc=31.42 Min Tc=18 Min Tc=10 Min A-3 B -1b F-1 AREA=4.42 Acre AREA=5.50 Acre AR 2% '62Acre (30.8% Impervious) (67.4% Impervious) CN-86.Impervious) CN =85.5 CN=92.1 - Tc=59.8 Min Tc=10 Min Tc=30.0 Min A-4 B-1 C F-2 AREA= 15.60 Acre AREA= 112.2 Acre (50.0% m (80.0% Impervious) AREA Im Acrepervious) (80% Impervious) CN=94.4 CN=89 CN=94.4 Tc=15 Min Tc=10 Min Tc=300 Min A-5 G-1 - AREA -26.7 Acre B 1 d AREA -7.21 Acre (80.1% Impervious) (40.0% Impervious) CN=94.4 AREA=10.60 Acre CN=87.2 Tc -10 Min (50.9% Impervious) Tc=15.0 Min - CN=89.2 Tc=15 Min G-2 AREA=19.67 Acre (40.0% Impervious) B-2 CN=87.2 AREA=17.5 Acre Tc=10.0 Min (80.0% Impervious) CN=94.4 Tc=15 Min B-4 AREA=5.10 Acre (72.0% Impervious) CN=92.9 Tc=15 Min B-6 (ROW) AREA 1.74 Acre (78.0% Impervious) CN=94 Tc=40 Min 60 L.F. 36" RCP W/BRICK WEIR E. INV.=8.07' SEE BELOW W. INV.=7.95' EXISTING RCP 11 II II �l 15 \ / / 9f PROPOSED BRICK AND MORTAR EXISTING RCP (Node N -G-4, MODIFICATION DETAIL NOT TO SCALE 300 150 0 300 6 SCALE 1"=300' E ,ASr ' •r•Ilk INS 01111 W, THE IL I LPA _ GROUP = TRANSPORTATION CONSULTANTS THE LPA GROUP INCORPORATED 12000 RESEARCH PARKWAY SUITE 152 ORLANDO, FLORIDA 32826 407-306-0200/0460 (FAX) FLORIDA REGISTRATION 0004307 REVI310N3 No. Description Date By Project Name: SEBASTIAN MUNICIPAL AIRPORT MASTER DRAINAGE PLAN Drawing Name: PROPOSED CONDITION DRAINAGE BASIN MAP SJRWMD APPLICATION NUMBER: 4-061-68172-5 Date: APRIL 2004 Scale: 1 "_ 30 0 ' Drawing Number: DM -2 j