HomeMy WebLinkAboutDRAWING #4884-4886_2_6_8600 8610 AND 8620 RIDGEWOOD ROYAL MANSIONSt,.E.wallon -
oo co
MUTING GRADE
PRUPO6ED GRADE
MUTINR CONTOUR
X00—...
PROPS Ll) CONTOUR
14�
PAVEMENT CENTLRLINLi LLUPE k DIRECTIUN
---•----'-
DRAINAUE FLOW ARROWS
I=.I
BUILUINU NUMBER
.Fn Milsm,.F S
ATLANTIC
wa....• rvvr.
GENERAL. NO"PEES a
1. CONTRACTOR TO VERIFY LEGATION OF ALL EXISTING UTILITIES .(GOTH.
UNDERURGGND AND OVERHEAD) PRIOR TO COMMENCEMENT OF
CONSTRUCTION, ANY UTILITY CONFLICTS SHOULD UE REPORTED TO THC
ENGINEER. " -
2. ALL SITE CONMUCTION PRACTICED AND MATERIALS TO MEET CITY QV
CAPE CANAVERAL SPECIFICATIUNS..
�5. EXJUTINN
PROJECT NU
UPROVIDO[+`I`Y C MP"LL, ACF Z $At'5uo
INC.DATE 6
4. EXIUTINO TOPOGRAPHIC OUNTOURO SHOWN HCRCON ARE APPROXIMATE.
UNLY.
U. ALL. UNPAVED AREAS TO UE LANDSCAPED WITH fiWITAULE, IhEEE,
SHRUDU, AND GROUND COVER TO MEET THE FRUVI51ONS OF THE CITY
OF CAPE CANAVL14AL LANDSCAPE ORDINANCE.
6. A ST. .IOHNS RIVER WATER MANAGEMENT DISTRICT STURMWATER PERMIT
(40C-42) W1 KLUUIRED.
T. THE RETENTION/DETENTION SYSTEM SHOWN HERFUN, IS OL.SISNED TO
RETAIN ONE INCH OF STOHMWATER RUNOFF SEFON,� RELEASING ANY
RUNOFF FROM THE LTTE.
U. ALL hLIENTIUN AREAS AND UWALE SHALL BE SOBBED.
'V. WHERE RETENTION AREAS AND EWALLS ARE BUDDED THEY CHALL UE GVLh
EXCAVATE BY IWO INCHES I t') TO PrJVTBE A PINISHED INVERT
BOTTOM CONFORMING TO THE. DESIGNATED FLOW LINE.
A0. LUCATI'ON UP TELEPHONE AND ELECTRICAL. SERVICE CUNNECTIONS TO 0 -
DETERMINED BY AFPRUPRIATE UTILITIES PERSONNEL IN CUQPERATION
WITH 'THE CUNTRACTUR.
It. ALL PARKING SPACES TO BE PROPERLY MARKED AND STRIPED TO MELTE
CITY OF CAPE CANAVERAL. SPECIFICATIONS.
F2ET'ENT T_ []N F2ELaU I F2EMENT9 s
THE CITY OF CAPE CANAVERAL REQUIRES ONE INCH (1") OF STORMWATER
RETENTION OVER THE. ENTIRE SITE. THEREFORE, THE VOLUME REQUIRED
(4.71 ACRES)(43560 SF/ACRE)(I INCH) (I FT112 INCH) a 16908.40 CF. -
EQUATION USED TO CALCULATE:
VOLUME PROVIDED L(BD + SDt) WHERE: L m LENGTH AT MID -Dr
S .. SIDESLOPE
B - BOTTOM WIDTH
D - DEPTH
SOLVING FOR EACH SECTION OF RETENTION AREA, VOLUME PROVIDED TO
DISCHARGE ELEVATION - 16988..40 CF
PLEASE NOTE THE TOTAL RETENTION/DETENTION VOLUME PROVIDED
(MEASURED TO TOP OF BANK) IS 50492 GFr. °
YEN EX16-f G+RD.OE
0.4(� e
cow,;rf. col -Ir. ).trrC-REo coo
GL.. -I.W Qj
CCSAN
y- F 1) u
w
s —
�4� / z
.- q
GRADING. PAVING. e�, OC7AINAC=,* PLAN POR4
" n4s ScuTH Co(00
Cpp� CpNpVEA�L y. FL_ORIC7p
Sec. 14 Twp 24 Rs. O'7
scale'. V �' Den. ay: s. nller�-c �sizxe
Rev > =
i 10P1u Jolr. No.. I-cq(n4
Rev
P.
Date AuuAy 2, of
�._. --' Rev ,,. ,.r„ -o m. ti +✓
�n�+n.w en .,.t Rev. 8` az (#,.vMube,n6 MA t-7.