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HomeMy WebLinkAbout7-06 Oversized PlansLEGEND O P❑INT, CONTROL 0 FOUND IRON PIPE, CUNTRCIL ® NEW IR©N PIPE, CONTROL WATER METER 0 POWER POLE FENCE 13 FUEL PUMP NOT TO SCALE PROPOSED AREA FOR BACKFILL �' 13,066 SF FILL, ESTIMATED 4,355 CUBIC YARDS ALINE OF CROSS SECTION NOTES: 1. PROJECT NAME: FORMER ROBB'S MARINA 1. PROJECT NAME: FORMER ROBB'S MARINA 2. PROPERTY OWNER INFORMATION: DIRECTED CAPITAL RESOURCES, LLC 333 THIRD AVENUE NORTH, SUITE 400 ST. PETERSBURG, FL 33701 (727) 898-6606 3. PROJECT AREA 1.85 ACRES 4. TOTAL AREA WITHIN AEC (EXIST): 39,849 SF/ PROPOSED: 28,805 SF 5. TOTAL AREA PROPOSED FOR BASIN FILL: 13,066 SF 6. TOTAL AREA PROPOSED FOR REPLACEMENT BULKHEAD BACKFILL 1,306 SF 7. ESTIMATED CUBIC YARDS OF MATERIAL REQUIRED TO FILL BASIN: 3,871 CUBIC YARDS B. ESTIMATED CUBIC YARDS OF MATERIAL REQUIRED TO BACKFILL BULKHEAD: 387 CUBIC YARDS 9. TOTAL LINEAR FEET OF REPLACEMNET BULKHEAD PROPOSED: 653 LINEAR FEET 10. TOTAL LINEAR FEET OF NEW BULKHEAD PROPOSED: 67 LINEAR FEET 11. AVERAGE WATER DEPTH IN BASIN 5 FEET. AVERAGE DEPTH FROM TOP OF BULKHEAD TO NWL 3 FEET. i z P 0, DRAWING FILE: P05018\CAMA.dwg PLOT SCALE: 1:1 REPLACE BULKHEAD (2' WATERWARD OF EXI DILAPIDATED PIER 157 FEET REPLACE BULKHEAD (2' WATERWARD OF EXISTING) wommom- SIGN r PIER PROPOSED W VEGETATNE 611FFER H0 BULKHEAD TIES INTO ADJACENT PROPERTY BULKHEAD PERMANEM V,E-GETA770 SEEDING DATES: APRIL 1- SEPT 30 SEED MIXTURE APPLICATION RATES/ACRE BAHIA 50 LBS. COMMON BERMUDA 50 LBS. (UNHULLED) GERMAN MILLETT 15 LBS. FESCUE 20 LBS. FERTILIZER 26-13-13 @ 500 LB/ACRE MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. 7E o I VEGETATIO SEEDING DATES: OCT. `1 - MARCH 31 SEED MIXTURE APPLICATION RATES/ACRE RYE GRAIN 175 LBS. FERTILIZER 10-10-10 ® 1000 LB/ACRE MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. GENERAL: - FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING. - MAINTENANCE: SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED, AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD. MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN PRODUCTIVE STANDS. EXISTING BULKHEAD TO BE REMOVED AFTER PROPOSED BULKHEAD IS IN PLACE v 1c N.T.S. BOUNDARY INF❑RMATION TAKEN FROM SURVEY ENTITLED 'MARINA VILLAGE' DATED 3-05-2004 PREPARED BY HOOD L, RICHARDS❑N, ENGINEERS-GE❑L❑GISTS-PLANNERS FILL 'o u Z Z N C Q > N lV VI Ln s N z cn 0 t� = z m 0 c' Vo U a M 0r� to V1 0 r 0 Z N E� N W En Z v m Zz t.il a W a t.. z ow 16 N y QV1 Q"— mo r_^Nw o �zcs 'd awoaoSSo o F- Or $� N 00 1 ter.,. .d,"C1'`i` :1.'4�'1'Yyy'9.:: `•.:.t r�,`.yt/�k;•'•[`.:•;.;vi: DIXON—HOYLE PARTNERSHIP NWL o' x ��3�� �. L' , `•-�4.,}t�,��,��� P; �?� t'+, DAYBEACON #9 'r r r `r r r r r r rV:1;>>�� '�,,,13.J,,•:,.;;��x rr rr rr rr rr rr rr rr rr rr tt�� . ?i''Jrr S,ti 4i% .a;;a i4 .`�<. :iJir}s�r �ia l'. }.•. ;.}:,t4. rr rr rr rr rr rr rr rr rr r � ,�,,� �}�;� � ," • s. 4� :i.T.. � :.��� ,� . • �; r rr r� rr rr rr r r r � ,m�,•.. ;VL;�;��': ,* ,: ;�;r�,;,,;,,..,^r,;:�', rr rr rr rr rr� rr rrJ rrrr rJ Ira':'.. N - In: . L :r}�-t�,�l>I:; ',, � 5. -5.0 a TE_EFNONE FEPE5TAL WATER DEPTH Li z z 0 ® APICAL BIM AD REPIACEMEN' CROSS SEC= Z W N.T.S. C A w a_ WOOD FENCE ` ON PROPERTY LINE E.Y15771,E9 $o VE(5ETArivE .:::::....... FUEL DISPENSERS SEWER PUMP STATION `.,• .° .,•..•, .,.::... � k REMOVE I I GRAVEL/GRASS I , ® BOARDWALK TO BE REMOVED ' k B �(N,Wll)) N I • •• '. 5' BOARDWALK0. r, X x I r PROPOSED FILL � r I SEE LEG END h� I (N,E) I EXI5TIN6 T7� STIXRY' I BLOCK BYILD1N0 1 5' BOARDWALK • f r• yl ® ' SE FUEL DISPENSER B ( ) REMOVE PROPOSEID BOARDWALK TO BE REMOVED SO' TA+fAM" f.�. �� �� ..r- �.... �� � fit. • 1"' L� PROPOSED 90' VEOET'ATNE BLIFFER ` v �011 GRAVEL/OPENy. �. 387 FEET 1... �5R�LTSR� x REPLACE BULKHEAD (2' WATERWARD OF EXISTING) - • 30 ORNER ON UNE GRAVEL/GRASS GRAIN LINK FEWCE W.P. O'NEAL, JR. SHIRLEY L. O'NEAL D.B. 909, P. 886 PLAT CAB. E, SLIDE 30-4 GRAPHIC SCALE n tB 30 60 ( IN FEET ) 1 inch - 30 ft. 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J rJ r rJ (-i r � _`•Gib'.•k':'•`viitn�'•3',iti��'.•.a,+r�K�Lkx..S't?^•:�,�.,':H'}.•;'•7't�,t°:F!��n.�?,Ji�'i' �'�,;C,",�,'r'UV{tie .}.O:r;�rT,^'�loj.hi �S:«;,' ,+.',' .inMsti..La•r, .,:,k}:�" '.a.T�:�'C�•'.'i s.ar -r^[l, .+: }:•.t,:„b� ..t,1 0.r Cf) CRE mEK GO 219' -m-I PROPOSED BULKHEAD AND BASIS CROSS SECTION A — A' N.T.S. B (N,W) B' (S,E) -1 1 1 1 1 1 1z .7 -13(9