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HomeMy WebLinkAboutC1.0R E V I S I O N S B Y D A T E N O . 7 4 5 0 S o u t h F e d e r a l H i g h w a y - P o r t S t . L u c i e F l 3 4 9 5 2 , P h o n e : ( 7 7 2 ) 3 3 6 - 2 9 3 3 F L O R I D A C E R T I F I C A T E O F A U T H O R I Z A T I O N N o . 0 0 0 0 8 8 5 6 S T E P H E N C O O P E R P . E . A s s o c i a t e s , I N C . C o n s u l t i n g E n g i n e e r s P R E P A R E D B Y S t e p h e n C o o p e r , P . E . # 4 6 5 5 7 C 1 . 0 S H E E T LOCATION MAP ProjectLocation Cons t r u c t i o n P l a n s a n d S p e c i f i c a t i o n s F o r L O C A T I O N M A P N . T . S . NOTES:1) ALL ELEVATIONS AND BENCHMARKS SHOWNHEREON ARE RELATIVE TO THE NORTH AMERICANVERTICAL DATUM (N.A.V.D.) OF 19882) AN APPROXIMATE CONVERSION FROM N.A.V.D. TOTHE NATIONAL GEODETIC VERTICAL DATUM OF 1929(N.G.V.D.) CAN BE OBTAINED BY ADDING 1.50 TO THEN.A.V.D. ELEVATION. 0 5 / 0 1 / 1 9 R E V P E R C O M M E N T S A D D E D A R E A T A B U L A T I O N D A D 1 K N O W W H A T ' S B E L O W A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G I t ' s f a s t . I t ' s f r e e . I t ' s t h e l a w . w w w . c a l l s u n s h i n e . c o m R P R O J E C T L O C A T I O N O R A N G E A V E N U E I - 9 5 KINGS HIGHWAY I N D E X O F S H E E T S S H E E T N o . S H E E T T I T L E / D E S C R I P T I O N C O V E R S H E E T E X I S T I N G C O N D I T I O N S A N D D R A I N A G E F L O W S T O R M W A T E R P O L L U T I O N P R E V E N T I O N A N D C L E A R I N G P L A N S T O R M W A T E R P O L L U T I O N P R E V E N T I O N D E T A I L S O V E R A L L P H A S I N G , H O R I Z O N T A L C O N T R O L , P A V E M E N T M A R K I N G A N D S I G N A G E P L A N H O R I Z O N T A L C O N T R O L , P A V E M E N T M A R K I N G A N D S I G N A G E P L A N P H A S E 1 H O R I Z O N T A L C O N T R O L , P A V E M E N T M A R K I N G A N D S I G N A G E P L A N P H A S E 2 H O R I Z O N T A L C O N T R O L , P A V E M E N T M A R K I N G A N D S I G N A G E P L A N P H A S E 3 O V E R A L L P A V I N G , G R A D I N G A N D D R A I N A G E P L A N P A V I N G , G R A D I N G A N D D R A I N A G E P L A N P H A S E 1 P A V I N G , G R A D I N G A N D D R A I N A G E P L A N P H A S E 2 P A V I N G , G R A D I N G A N D D R A I N A G E P L A N P H A S E 3 P A V I N G A N D D R A I N A G E D E T A L S G E N E R A L N O T E S A N D S P E C I F I C A T I O N S C 1 . 0 C 2 . 0 C 3 . 0 C 3 . 1 C 4 . 0 C 4 . 1 C 4 . 2 C 4 . 3 C 5 . 0 C 5 . 1 C 5 . 2 C 5 . 3 C 6 . 0 C 6 . 1 S T . L U C I E C O U N T Y , F L O R I D A SOUTH H A L F S E C T I O N 7 , T O W N S H I P 3 5 S O U T H , R A N G E 4 0 E A S T P R E P A R E D F O R EQU I T Y M A N A G E M E N T C O M P A N Y OR A N G E A V E N U E R V S T O R A G E F T . P I E R C E , F L THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPA R E D . R E U S E O F A N D IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BYSTEPHEN COOPER P.E., SHALL BE WITHOUT LIABILITY TO STEPHEN COOPER P.E. & ASSOCIATES, INC. CONSU L T I N G E N G I N E E R S D A N A S S R O F P E O I O F L L I R N E IN G EE R S T E P H E N S . C O O P E R N o . 4 6 5 5 7 L I C E N S E S T A T E O F LEGAL DISCRIPTION:PARCEL S-3 [LYING IN THE SOUTHEAST QUARTER (SE1/4) OF SAID SECTION 7]COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER (SE1/4) OF SAID SECTION 7; THENCESOUTH 89°42'05” WEST ALONG THE NORTH LINE OF THE SAID SOUTHEAST QUARTER (SE1/4) OF SECTION 7, A DISTANCEOF 1006.95 FEET TO THE EAST LINE OF THE WEST HALF (W 1/2) OF THE WEST HALF (W 1/2) OF THE NORTHEASTQUARTER (NE1/4) OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 7; THENCE SOUTH 00°02'10” EAST ALONG SAIDEAST LINE, A DISTANCE OF 49.07 FEET TO A POINT OF INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OFORANGE AVENUE (STATE ROAD NO. 68), AS SHOWN ON THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATIONRIGHT-OF-WAY MAP, STATE PROJECT NO. 94070-2505 (UNRECORDED), MAP AS PREPARED BY BETSY LINDSAY, INC. DATED07/03/02, SAID RIGHT-OF-WAY LINE BEING PARALLEL WITH AND 49.07 FEET SOUTH OF, AS MEASURED AT RIGHT ANGLES TOTHE NORTH LINE OF THE SOUTHWEST QUARTER (SW1/4) OF SAID SECTION 7, SAID POINT ALSO BEING THE POINT OFBEGINNING OF PARCEL S-3; THENCE CONTINUE SOUTH 00°02'10” EAST ALONG THE SAID EAST LINE, A DISTANCEOF 1000.01 FEET; THENCE SOUTH 89°42'05” WEST DEPARTING SAID EAST SECTIONAL BREAKDOWN LINE, A DISTANCEOF 1179.03 FEET; THENCE NORTH 00°11'49” EAST, A DISTANCE OF 1000.04 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAYLINE FOR STATE ROAD 68, SAID RIGHT-OF-WAY LINE AS PER THE ADDITIONAL RIGHT-OF-WAY SKETCH AS PREPARED BYBETSY LINDSAY, INC., FOR FLORIDA DEPARTMENT OFTRANSPORTATION, W.P.I. NO. 4119208, SECTION 940705-2505 DATED 07/03/02; THENCE NORTH 89°42'05” EAST, A DISTANCEOF 177.96 FEET; THENCE SOUTH 76°59'02” EAST, A DISTANCE OF 51.28 FEET; THENCE NORTH 89°42'05” EAST, A DISTANCEOF 394.68 FEET; THENCE NORTH 74°45'14” EAST, A DISTANCE OF 45.79 FEET; THENCE NORTH 89°42'05” EAST, A DISTANCEOF 508.19 FEET TO THE POINT OF BEGINNING.THE PREVIOUS 5 COURSES BEING CONTIGUOUS WITH THE SOUTH RIGHT-OF-WAY FOR STATE ROAD 68.LESS THE FOLLOWING DESCRIBED PARCEL OF LAND:BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PARCEL S-3; THENCE NORTH 00°11'49” EAST, ADISTANCE OF 1000.04 FEET TO THE NORTHWEST CORNER OF PARCEL S-3; THENCE NORTH 89°42'05” EAST ALONG THESOUTHERLY RIGHT-OF-WAY OF ORANGE AVENUE (STATE ROAD 68), AS SHOWN ON THE STATE OF FLORIDA DEPARTMENTOF TRANSPORTATION RIGHT-OF-WAY MAP, STATE PROJECT NO. 94070-2505, (MAP AS PREPARED BY BETSYLINDSAY, INC. DATED 07/03/02), A DISTANCE OF 32.74 FEET; THENCE SOUTH 00°41'30” EAST, A DISTANCEOF 253.20 FEET; THENCE SOUTH 00°14'19” EAST, A DISTANCE OF 746.80 FEET; THENCE SOUTH 89°42'05” WEST, A DISTANCEOF 42.35 FEET TO THE POINT OF BEGINNING AFORE DESCRIBED.THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND AREGOVERNED BY THE STATE OF FLORIDA, DEPARTMENT OFTRANSPORTATION ROADWAY AND TRAFFIC STANDARD PLANS MANUALLATEST EDITION. (2019-2020) O v e r a l l C o m m e r c i a l P a r c e l A r e a T a b u l a t i o n : T h i s P h a s e P r e v i o u s l y P e r m i t t e d * F u t u r e D e v e l o p m e n t T o t a l A s s u m e d * O v e r a l l D r a i n a g e A r e a 1 4 . 5 3 A c 7 . 1 1 A c 5 . 2 6 A c 2 6 . 9 0 A c ( 1 0 0 % ) B u i l d i n g + P a v e m e n t 1 1 . 7 3 A c 0 . 9 4 A c 3 . 4 5 A c 1 6 . 1 2 A c L a k e @ C E 0 . 0 0 A c 4 . 3 5 A c 0 . 0 0 A c 4 . 3 5 A c T o t a l I m p e r v i o u s 1 1 . 7 3 A c 5 . 2 9 A c 3 . 4 5 A c 2 0 . 4 7 A c ( 7 6 % ) T o t a l P e r v i o u s 2 . 8 0 A c 1 . 8 2 A c 1 . 8 1 A c 6 . 4 3 A c ( 2 4 % ) * R e f : S F W M D P e r m i t 5 6 - 0 2 1 2 9 - P ( A p p l i c a t i o n 0 5 0 6 1 3 - 8 ) . P r e v i o u s l y P e r m i t t e d i n c l u d e s 0 . 9 4 a c a c c e s s r o a d , 4 . 3 5 a c l a k e a n d 1 . 8 2 a c l a k e b a n k s 0 6 / 1 9 / 1 9 R E V I S E D A R E A T A B U L A T I O N D A D 1