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Home My WebLink About2005 - (#18) Resort Site PlanSITE INFORMATION i OWNER PARKING DATA (WEST SIDE) MIAN GILLIAMS I PARKING REQUIRED MOTEL = 1 SPACE/ROOM + 1 SPACE/400 SF ACCESSORY \ ` " E 1623 US HIGHWAY 1, SUITE A5 = (1 /ROOM x 22 ROOMS) - 22 SPACES \ SEBASTIAN, FL 32958 FND 3/4 I.P. S32'14'13"E 10.25' \ j 27.13'W & 0.17'S (772) 589-7368 \ PARKING PROVIDED = 27 SPACES (26 STANDARD AND 1 HANDICAPPED) I SURVEYOR ' HOUSTON &PRICE, INC. PARKING DATA (EAST SIDE) \ '31 9436 US HIGHWAY 1 • ' a ' N� �1�1'13"E � S25'59'22"E 25.39' PARKING REQUIRED : MOTEL = 1 SPACE/ROOM + 1 SPACE/400SF ACCESSORY SEBASTIAN, FL 32958 RESTAURANT = 1.5 SPACES PER 100 SF (LESS FOOD PREP AREA) \ j N1 (772) 388-8603 BAR = 1 SPACE/3 PERSON CAPACITY i � 5� M H W LINE \ 5' �D� ♦ ELEV. 0.55' NGVD (1/ROOM x 17 ROOMS) + (1.5/100 x 1,000 SF) = 32 SPACES I ; ' ZONING \ 52.2 CR - COMMERCIAL RIVERFRONT (WEST SIDE); PARKING PROVIDED = 29 SPACES (23 STANDARD, 4 COMPACT AND 2 HANDICAPPED) C WATERFRONT RESIDENTIAL EAST SIDE) / / OA 2R �� G EXISTING WOOD S22'57'38"E 22.75' CWR - COMMERCIAL / N7 � � S�pRMEN� ARP \�- RETAINING WALL i / a a � PGA LAND USE PARKING DATA (TOTAL) � � / r'- COMMERCIAL PARKING REQUIRED = 54 SPACES \ ®® S62'02'18"E 15.00' PARKING PROVIDED = 56 SPACES (49 STANDARD, 4 COMPACT AND 3 HANDICAPPED) / L BUILDING HEIGHT \ - $'R / ��$ • / \ S72'58'01 "E 12.95' BUILDING HEIGHT = 35 MAXIMUM / PC \ ♦ / CONSTRUCTION SCHEDULE START CONSTRUCTION JULY 2005 EXISTING SITE DATA (WEST SIDE) END CONSTRUCTION MARCH '2006 SITE AREA = 28,361 SF = 0.65 Ac = 100.0% BUILDING AREA = 930 SF = 0.02 Ac = 3.3% SITE ADDRESS CONCRETE AREA = 910 = 0 SF SF = 0.02 Ac = 0.00 Ac = 3.2% = 0.0% 1034 & 1109 INDIAN RIVER DRIVE PAVEMENT AREA STABILIZED AREA = 1,730 SF = 0.04 Ac = 6.1 % SEBASTIAN, FLORIDA 32958 TOTAL IMPERVIOUS AREA = 3,570 SF = 0.08 Ac = 12.6% TOTAL OPEN AREA = 24,791 SF = 0.57 Ac = 87.4% PERMITS REQUIRED �\ A / S�\\ \ (�I V `+ � F C I � 7 -5 2 / / \ v� o ° p 5F e \J�R� SEO F�pO SAWCUT/MAT EXISTING \ ks) ♦ 1 Pip IMPERVIOUS AREA (TO BE REMOVED) = 3,570 SF CITY of SEBASTIAN SITE PLAN APPROVAL / EDGE OF PAVVEv P PROPOSED SITE DATA (WEST SIDE) INDIAN RIVER COUNTY UTILITY PERMIT / \ S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT / s ��'� SITE AREA = 28,361 SF = 0.65 Ac = 100.0% F.D.E.P. N.P.D.E.S. N.O.I. / / \ ! +` NDICAPPED SIGN BUILDING AREA = 5,900 SF = 0.14 Ac = 20.8% F.D.O.T. DRIVEWAY CONNECTION P FTP-26 (ST \ CONCRETE AREA = 1,210 SF = 0.02 Ac = 4.2% F.D.O.T. DRAINAGE EXEMPTION \ PAVEMENT AREA = 11,824 SF = 0.27 Ac = 41.7% STABILIZED AREA = 0 SF = 0.00 Ac = 0.0% TOTAL IMPERVIOUS AREA = 18,934 SF = 0.43 Ac = 66.7% FLOOD ZONE \ `J 2 TOTAL OPEN AREA = 9,427 SF = 0.22 Ac = 33.3% / CABANA SURVEY SITE LIES IN FLOOD ZONE "X" (WEST SIDE) AND AE 7.0" (EAST SIDE) A. PER FLOOD INSURANCE RATE MAP N0. 12061CO077 G, DATED JUNE 30, 1999. i \ \ / \ �� - I 4 EXISTING SITE DATA (EAST SIDE) \ � � L- SITE AREA = 34,072 SF = 0.78 Ac = 100.0% SURVEY BENCHMARK BUILDING AREA = 2,062 SF = 0.05 Ac - 6.0% ' CONCRETE AREA = 1,084 SF = 0.02 Ac = 3.2% ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NGVD '29. PAVEMENT AREA = 4,022 SF = 0.09 Ac = 11.8% BENCHMARK=USC & G F-200 \ ' STABILIZED AREA = 3,638 SF = 0.08 Ac = 10.7% �� j �� F = 0.02 Ac - 2.6% 1� �. J' POOL/DECK/CABANA AREA 870 S - \ \ TOTAL IMPERVIOUS AREA = 11,676 SF = 0.26 Ac = 34.3% WASTEWATER SOURCE "'-\ -i 5 0 TOTAL OPEN AREA = 22,396 SF = 0.52 Ac = 65.7% Z 0 INDIAN RIVER COUNTY UTILITIES GRAVITY SEWER MAIN �\ �" �0 �� WELL IMPERVIOUS AREA TO BE REMOVED) = 10,806 SF \ o / o PROPOSED SITE DATA (EAST SIDE) WATER SOURCE INDIAN RIVER COUNTY UTILITIES WATER MAIN SITE AREA = 34,072 SF = 0.78 Ac = 100.0% 0, \ ` 4�.��P BUILDING AREA = 8,025 SF 0.18 Ac _ 23.6% \ \ CONCRETE AREA = 3,650 SF 0.08 Ac 10.7% ` R� PAVEMENT AREA = 5,110 SF = 0.12 Ac = 15.0% TAX PARCEL I.D. NUMBER(S) STABILIZED AREA = 0 SF = 0.00 Ac = 0.07. --- O SF 0.02 Ac = 2,g% 31-39-06-00007-0000-00009.0 \ ! \ POOL/DECK/CABANA AREA 87 31-39-06-00009-0000-00001.0 TOTAL IMPERVIOUS AREA = 17,655 SF = 0.40 Ac = 51.9% 31-39-06-00009-0000-00002.0 �- \ �!A TOTAL OPEN AREA = 16,417 SF = 0.38 Ac = 48.1 % 31-39-06-00009-0000-00002.1 PROPOSED SITE DATA (TOTAL) SITE AREA = 62,433 SF = 1.43 Ac = 100.0% EAST BUILDING AREA = 8,025 SF = 0.18 Ac = 12.9% WEST BUILDING AREA = 5,900 SF = 0.14 Ac = 9.5% TOTAL BUILDING AREA = 13,925 SIF = 0.32 Ac = 22.4% EAST CONCRETE AREA = 3,650 SF = 0.08 Ac 5.9% WEST CONCRETE AREA = 1,210 SF = 0.02 Ac = 1.8% TOTAL CONCRETE AREA = 4,860 SF = 0.10 Ac = 7.7% EAST PAVEMENT AREA = 5,110 SF = 0.12 Ac = 8.2% WEST PAVEMENT AREA = 11,824 SF. = 0.27 Ac = 18.9% TOTAL, PAVEMENT AREA = 16,934 SF = 0.39 Ac = 27.1 % EAST STABILIZED AREA = 0 SF = 0.00 Ac = 0,0% WEST STABILIZED AREA = 0 SF = 0.00 Ac _ 0.0% TOTAL STABILIZED AREA = 0 SF = 0.00 Ac = 0.0% POOL/DECK/CABANA AREA = 870 SIF = 0.02 Ac = 1.4% TOTAL IMPERVIOUS AREA = 36,589 SF = 0.83 Ac = 58.6% TOTAL OPEN AREA = 25,844 SF = 0.60 Ac = 41.4% \ \ ��` SAWCUT/MATCH EXISTING EDGE OF.PAVEM NT \ PN o, SE �°- �\ t- RIVER \ 0 D\ ON PAGE � 0' 5g' M rn_ I i ,� \ -v` ooK 2, , P 15 g 63 �,h LND P�Pj g 15� •50 � � \ \ � 101 39 E � 0 \ \ SAWCUT MATCH EX STING 8 N� ' SP Ac S PT 10 �r S,R DGE 0 PAVEMENT ' 0 9 r 24" W E STOP AR 12 �� PAINTED\WHITE d0 �, i N \ 2S, \ � P\� S Al 1 S N" \ + R 30" R1 1 STOP �IGN �5 ♦f S26'15'21 "W ' 26.71' S01'41'22"W 24.54' WOOD DOCK (PILINGS ONLY) \PILINGS OR REMAINDER OF DOCK NOT FIELD LOCATED �S43'04'03"E 24.26' I, EXISTING WOOD RETAINING WALL /-S02*25'02"E 16.62' HANDICAPPED SIG \ 91 26 PER FTP-26 (STD. 0g E 20 S TORE RACT 20' MANAGE SAWCUT/MATCH EXISTING p DGE�F PAVEME \ \ \ 0, � 2 a o' ORS S R� �` �'0•60 �Mi \ \ 50 0 R , .()A' \ \. 22 8 A� ONE KIN i � N 3 IR i F`0 5`AB F i L O T 4 CONC Eli i 14-7 2 % i - 01, 39"E LOT 3 SITE PLAN S21'18'23"W 16.63' S07'15'43"W 18.00' S29'03'28"E 12.04' /-S11'38'43"E 3.45' 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. S11'38'43"E 22.09' EXISTING CONCRETE RETAINING WALL j--S20'10'44"E 39.71' MHW LINE ELEV.= 0.55' NGVD �S21'32'26"E 30.12' i SET IRC LB 6905 o = In O O N m W U J Z m o fp a �/� a0i MVJ`wCO Wr0 o N I° can Om > Q aw x 0 a n O mr�� nN 2lO'dLL z cl)U zr a zx m O LL m�zN 0 a ° cn a ° m a W Q 0 O /A ♦A w q�1516 7>>�,; , Aqa N,, CLCC a Q SHEET INC2 BRUCE A. MOR FL PE #47529 OF 5 ❑ AARON J. BOWLES, FL PE #55313 02-373 i. I I � I is . I PRUNE & TIE FRONDS TOGETHER WITH DEGRADABLE �i TWINE (MINIMUM 6-8 FRONDS) UNDERSTORY TREES SHRUBS 1� C? 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) CANOPY TREES ` r% CIGAR CUT PALM TREES ARE ACCEPTABLE (UNLESS OTHERWISE NOTED) FORM SAUCER WITH 3" CONTINUOUS EARTHEN DAHOON HOLLY VIBURNUM HEDGE RIM AROUND PLANTING HOLE LIVE OAK TREE (12' HIGH AT PLANTING) (6' HIGH AT PLANTING) (3' HIGH AT PLANTING} f EAST, 00 WE ST) PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT 18 EA ) E TWICE THE 22 EAST, 29 WEST ( PLANTING PIT WIDTH SHALL B 0 ( ) ® EXISTING TREES L lj�12SOUTHERN MAGNOLIA WAX MYRTLE DIAMETER FOR ROOT BALLS 2' AND UNDER OR ' HIGH AT PLANTING) (6' HIGH AT PLANTING) - _'' _ � 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. ( 15" LIVE OAK TREE - I I I (16 EAST, 19 WEST) (00 EAST, 19 WEST) oK (TO BE REMOVED) ' - BACKFILL AROUND ROOT BALL BY MIXING 1 /3 SABAL PALMS TO BE BOOTED WHEN 16' C.T. OR LESS ^IIIII = ~,• i • % l PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL ® CABBAGE PALM BUTTONWOOD LANTING UNLESS OTHERWISE NOTED - - ( ) =III°• _� 12" CABBAGE PALM _ _= ® (RELOCATED) (6' HIGH AT ) PALM (TO BE REMOVED OR RELOCATED} 'I __ ___ =I -IIII 11� PLANT TOP OF ROOT BALL EVEN WITH FINISHED 17 EAST 18 WEST 45 EAST, 37 WEST) 5 - 2"x4"x18" WOOD BATTENS. DO NOT NAIL BATTENS I _IIIII =IIIII _ G FND 3/4" I.P. ( } ( TO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN - 1111 �_ RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE PLACE ROOT BALL AT BOTTOM OF PLANTING PIT 27.13 W & 0.17 S BRACING ON UNDISTURBED SUBGRADE LANDSCAPE DATA (EAST SIDE) = 2 STEEL BANDS SHRUB G R 0 U N D C 0 VE R PLANTING DETAIL 5, 3�"E M� 5. 5g S32'14'13"E 10.25' Q M ch \ M ,A V) 0 0 o iro fyc) aM * U) t0 0 TOTAL TREES REQUIRED v w MINIMUM 3 - 2"x4" WOOD BRACES SHALL BE N.T.S. N7�1"� S25'59'22"E 25.39' LONG INDIAN RIVER DRIVE = 5 CANOPY, 6 UNDERSTORY/100 FT(290 FT) = 15 CANOPY, 18 UNDERSTORY Z Q TOENAILED TO WOOD BATTENS �11� 1. TREES REQUIRED A 56'�5' \ \ 5' (oi E EV. MHW LINE NGVD 2. TREES REQUIRED ALONG NORTH PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(60 FT) - 3 CANOPY, 4 UNDERSTORY 1 _ 3. TREES REQUIRED SOUTH SOUTH PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(75 FT) = 4 CANOPY, 5 UNDERSTORY 3" MULCH "E FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN \ IOTA 77'0 ' �Fz PG EXISTING WOOD S22'57'38"E 22L75' 4. TREES REQUIRED ALONG INDIAN RIVER = NO TREES REQUIRED = 0 CANOPY, 0 UNDERSTORY v \ N RIM AROUND PLANTING HOLE ORM�N �R \�- RETAINING WALL FINI HED / t 5. INTERIOR TREES REQUIRED = (28 SPACES)(1 TREE/5 SPACES) = 6 CANOPY GRA ED 2%4N24" WOOD STAKE REMAINING 3" ABOVE GRADE `�`" SPGEM PALM OPEN SPACE TREES REQUIRED = 1 TREE/2,000 SF (16,417 SF) = 9 CANOPY Gj� \ 6. NON-VEHICULARII - �� { =• / � # WELL P S62'02'18"E 15.00' 7. FOUNDATION PLANTINGS = 440 LF(40%) = 176 LF I I I I IIIII • ''aa` p : r{ I L-IIIII \ �I P \ / _ ,s��.t V / \ S72'58'01"E 12.95' = 176 LF(1 CANOPY/10 FT) 18 CANOPY - - - j� ` I = 176 LF(1 UNDERSTORY/20 FT) 36 UNDERSTORY _IIIII= _ - IIII- P / / � \ I =IIIII-=IIIII-- II II ____I�1� BACKFILL AROUND ROOTBALL AS SPECIFIED TOTAL TREES REQUIRED = 118 TREES-itiii=ui�E �1ii I -13'1j \ I I 8. TOTALS TOTAL TREES REQUIRED = 118 TREES = (55 CANOPY AND 63 UNDERSTORY) TOTAL TREES PROVIDED = 118 TREES = (55 CANOPY AND 63 UNDERSTORY) LANDSCAPE DATA (WEST SIDE) TOTAL TREES REQUIRED 1. TREES REQUIRED ALONG U.S. HIGHWAY NO.1 = 5 CANOPY, 6 UNDERSTORY/100 FT(70 FT) = 4 CANOPY, 5 UNDERSTORY 2. TREES REQUIRED ALONG NORTH PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(305 FT) = 16 CANOPY, 19 UNDERSTORY 3. TREES REQUIRED SOUTH SOUTH PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(315 FT) = 16 CANOPY, 19 UNDERSTORY 4. TREES REQUIRED ALONG INDIAN RIVER DRIVE = 5 CANOPY, 6 UNDERSTORY/100 FT(70 FT) = 4 CANOPY, 5 UNDERSTORY 5. INTERIOR TREES REQUIRED = (28 SPACES)(1 TREE/5 SPACES) = 6 CANOPY 6. NON -VEHICULAR OPEN SPACE TREES REQUIRED = 1 TREE/2,000 SF (9,463 SF) = 5 CANOPY 7. FOUNDATION PLANTINGS = 368 LF(40%) = 147 LF = 147 LF(1 CANOPY/10 FT) = 15 CANOPY = 147 LF(1 UNDERSTORY/20 FT) = 8 UNDERSTORY 8. TOTALS TOTAL TREES REQUIRED = 122 TREES = (66 CANOPY AND 56 UNDERSTORY) TOTAL TREES PROVIDED = 122 TREES = (66 CANOPY AND 56 UNDERSTORY) LANDSCAPE NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN'S LDR'S. 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3" WITH ABARK OR SHREDDED ORGANIC MATERIAL MULCH. 3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC SPRINKLER SYSTEM. 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES AND/OR SHRUBS SHALL BE FULLY SODDED. 5. TREES SHALL BE FLORIDA NO. 1 OR BETTER. 6. CANOPY TREES SHALL HAVE AN OVERALL HEIGHT OF 12' AND A MINIMUM SPREAD OF 6' AT TIME OF PLANTING. 7. PALM TREES SHALL CONSTITUTE NO MORE THAN 35% OF THE TOTAL TREE REQUIREMENTS AND SHALL HAVE A MINIMUM OF 6' OF CLEAR WOOD AT PLANTING. TOTAL TREES REQUIRED = 122 TREES PLANT ROOTBALL 2"-3" BELOW FINISHED GRADE ` \ ` R�pRI �E I / S26'15'21"W 26.71' SIZE OF ROOTBALL WILL BE IN PROPORTION TO SIZE / /_ OQ SSO FAO �N P \ 01 AND TYPE OF PALM IN RELATION TO SOUND NURSERY/ \ `; ♦ ` P� SEa OOFtI PRATICE \ PLACE ROOTBALL AT BOTTOM OF PLANTING PIT �tJs♦ PROe <2N� ON UNDISTURBED SUBGRADE \ I o � ` S01' 1'22"W 24.54' PALMPLANTING DETAIL �-� � �, �` WOOD DOCK (PILINGS ONLY) N.T.S. � PILINGS OR REMAINDER OF DOCK NOT FIELD LOCATED CABANA \ ` / ` o ��,, � • .� � � r-S43'04 03 E 24.26 PLACE RUBBER HOSE ON WIRE AT ALL POINTS OF CONTACT WITH TREE \ \ PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS), �U'-\ i ` • OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL DISTANCE AROUND TREE ABOVE FIRST LATERAL BRANCH AND 6-9" FROM TOP OF STAKE. \ 0�. REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF APPLICABLEw••�a,,T,.r rr5,+�rt•w•.�e, 0 ,° 3" MULCH (CYPRESS M ILU H SHALL NOT BE UTILIZED) �\ \ �R��tiE�000 FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN -J O 1 RIM AROUND PLANTING HOLE \ // 1 2"x2"x10' WOOD STAKE DRIVEN 3' BELOW GRADE �� \ - TIIF` \ \ PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT j PAS t BALL PLUS 6" FOR SETTING LAYER OF COMPACTED BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE \ DIAMETER OF ROOT BALL BACKFILL AROUND ROOTBALL AS SPECIFIED \ PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY HIGHER THAN FINISHED GRADE PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON 6" LAYER OF COMPACTED BACKFILL j TREE PLANTING DETAIL 12 N.T.S. 5a' M 12" \ 5 12• ♦ �s, ! N 'O1 3g 12" ♦ \ CU, PA �2 21' GCS' �♦ .12 / PA 2. td OAK PA OAK 21" ♦��; \ LCr� OK 18" 16" •1 �, �� OAK a OAK 12 f t11�3116' OAK �ct� OAK 10" \ / PALM 0 K 12" PALMA�"z PCB ALM O \ OAK \ \ 11• P R 12* \ 22 PALM OA OF RE , • o Mi PALM \ 6 3`3• r- S02'25'02"E 16.62' /-S21'18'23"W 16.63' S07'15'43"W 18.00' -S29'03'28"E 12.04' /-S11'38'43"E 3.45' �S11'38'43"E 22.09' EXISTING CONCRETE RETAINING WALL \ �S20'10'44"E 39.71' r-VR �i1 55 NGVD ❑ AARON J. BO S21'32'26"E 30.12' SET IRC LB 6905 M O N I O N (V o Q m g Q Q wll V/ • JU 3? o all m Q �6 N 10 co W mfW�O M N Q Qm uSZ� Qro I 00 _a�acc W=o 1S - e v LPL N N vO W SO f� r V WX z a m o < QLL I & a � o 2 a PE #47529 FL PE #55313 `�1L28100 Q 0 0 J W 0 co co _W 0 cc a o� a a Z a or a z ra Ld w C4 OF 5 02-373 U C3 W W Q d 0 � W W V) (n Z N a Q .. .. . O W (� Q -11 � I V) Q w i Arch itectu r'e Engineering Construction .2200 Front St. Ste. 300 Melbourne, FL 32901 (321) 757-3034 phone (321) 757-3088 fax www.maiflorida.com AA-0002419 EB-0006274 CG-CO59791 SCALE AS SHOWN DRAWN CFAI CHECKED --� - APPROVED ---- DATE: 01-06-2005 PROD. NO: 05-004 FILE : 05004-A-1 I TITLE FLOOR PLAN EAST PARCEL _ �._ _ _ _ .: ,:.. •. .. .. _ _ - --- .: - ;::.. __ _ .. ,. ;. ::.... ..... �.. ..., ... .. . -.. ; ::. ... ,. .... .. - i .. , ... ,... .. . ,.:... .... ;. ,: .. ... - ... _... .. . ,.. .-.. . . .. '. ,. .. . . •... •. . . �. .. .. ., I. .. .. ,... .. i,. .. :.. ,. -. .... _ ..; . .. ,, .. ., .: ..... -. „.. , .. ,, .. , .. .. .. .. ... .; .. ,. ,: .. .., ,. ; ;.. i f " 0 J LL L_ .... O Q Q.. Z Q Q m w. V) Architecture Engineering Construction 2200 Front St. Ste. 300 Melbourne, FL 32901 (321 } 757-3034 phone (321 } 757-3088 fax www.malflorida.com AA-0002419 EB-0006274 CG-0059791 SCALE AS SHOWN DRAWN CFA CHECKED APPROVED ---- DATE : 01-06-2005 PROJ. NO.,: 05-004 FILE 05004�A-2 _ �.. ... _ I Q Lj 0 J Li, W V / 0 Q QQ Q m LiJ BREEZEWAY 300 SFBALCONY 645 SF COVERED DECK _ 352 SF.- BREEZEWAY _ 300 SF • ... TOTAL ;. a 2.349 SF TOTAL i � - 1.996 SF ' FlRST FLOORAREA8,454 SF -TOTAL SEND FLOOR AREA 454 SFTOTAL to 0 U') W a d '- A o .- z 0 w U U Cr w W W a Q. w w VS) V) cr_ (X .: .�� Q 0 J Z P Q m. w - Architecture Engineering Construction 2200 Front St. Ste. 300 Melbourne, FL 32901 (321) 757-3034 phone (321) 757-3088 1 fax www.maiflorida.com M-M2419 EB-0006274 CG-0059791 SCALE AS SHOWN DRAWN CFA CHECKED ---- APPROVED ---- DATE 01-06-2005 PROD. NO. 05-004 FILE 05004_A-1 OF ::.. .. ... -- - - - -- % 7. 11 . .: . . ., . . ... .. ..... .'::....... .: . . .... .... .. .. . . .. . ... ... ,... .... . . . .. ... .. . .. . . ... .. . . .. .. ... ..... .. l.. - - .. . ......... ... ..: :.:. .. . . . . . .. .. : . .. . . . ... . . . . . . . . . .. . .... ... .. . . . . . .. .. . .. . % . , . ,.. . .. ... 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I .11 El - - - - - -- 00 K DECK rr rr H [all 1�1 i 11 HH 11 1� �H Hill im iiii�iiiiii�ii��ii�ii�� lim 11 I!!i" 11111111"1111�llllhl iiiiiiiiiiiiiiii�illilli�ill��l��ll�illi��ll��l�illillillilill��illilli��ill�l� H .R.. . . , , - , . �': .. ...: . . ... . . •'_ .'. ZN n w �n �o n ao rn .. .. ..: :. r—�—t r R---m rf m� ' I �i 1 f lr-- m I �1 1 .� � I f i�T ° T�I I 111..=-�-'lll .:. .. I : f �l r9'r-�, m . Q m Ili f T I --ill � f l�ID f� I ...:: ( I r1E-11 :: f l I .. . : . -.: .: � � I .....,.. .......1...... � � , I : � � �, � � ,:, I I I � � " . .. : .- I . , � � , � I I I " . . .. . . . .. . .. . . .. . . .. . . . - .. . . . .. . .. . ... %I ..... ..... ..:. ........ ROOF. LINE. ABOVE 0 _J L� L o Q SCALE - AS SHOWN DRAWN CFA CHECKED APPROVED ---- DATE-- 01-06-2005 PROD. NO. 05-004 r FILE 05004_A-2 TITLE FLOOR PLAN WEST PARCEL DRAWING NO. OF �. t ID 00 ko Y CL a 0 N M 0 Ln 0 0 N V- N m �.. ! �A M A ` EXISTING WOOD RETAINING Q a ! \1� 7, 0 WALL'(TO REMAIN)SITE DESCRIPTION: 12' 06 LEGAL DESCRIPTION: \�PA REMOVE E STING BUILDITHE PROPOSED PROJECT INVOLVES CONSTRUCTION AND DEVELOPMENT OF A ll"PARCEL #1 \DRIVEWAYS ND PATIOS , to C LOT 1; LESS THE WESTERLY 10.25 FEET THEREOF, REPEAT OF LOTS 10 A ND 18 INCLUSIVE, OF BRADDOCK MOTEL. INFRASTRUCTURE IMPROVEMENTS CONSIST OF PARKING, STORMWATER \ S02'25 02 E 16.62OF GOVERNMENT LOT 5, SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, CITY OF RETENTION TRACTS, DRAINAGE PIPES AND STRUCTURES. CONSTRUCTION OF \IIj fSUBDIVISION OF PART NBOOK 2 PAGE 81 OF THE PUBLIC THESE FACILITIES WILL INVOLVE CLEARING, GRUBBING, FILLING, EXCAVATION,\7,O �� I Z Q SEBASTIAN, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT f \ RECORDS OF INDIAN RIVER COUNTY, FLORIDA; GRADING AND STABILIZATION. POTENTIAL POLLUTION SOURCES INCLUDE SOIL \ EROSION AND SILTATION, TEMPORARY DEWATERING, AND DISCHARGES FROM \ 6� . d WELL ��0 1 I Uj N N p TOGETHER WITH; PARCEL 2 LOT 2 OF SAID REPLAT OF LOTS 10 TO 18 INCLUSIVE OF BRADDOCK SUBDIVISION, ACCORDING CONSTRUCTION EQUIPMENT (i.e. OIL, GAS). THE CONTRACTOR SHALL INCORPORATE \ # BEST MANAGEMENT PRACTICES AND EROSION CONTROLS AS SHOWN OR NOTED \ �+ , ® � 2 00 S21.18'23"W 16.63' . � —� Q � O TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK 2, PAGE 81, OF THE PUBLIC RECORDS OF INDIAN RIVER ON THIS PLAN TO MINIMIZE OR ELIMINATE THE POTENTIAL FOR POLLUTION �a \ d u. COUNTY, FLORIDA, 6 ]rn Q DI SCHARGES. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM ALL t3; ( X V 1 U = J TOGETHER WITH; lz WORK AND MAINTAIN ALL DEVICES IN ACCORDANCE WITH F.D.E.P. N.P.D.E.S. ��,{ \\ 9 PARCEL #3 S 10 TO 18 INCLUSIVE, OF BRADDOCK STANDARDS, AS WELL AS PERFORM ALL NECESSARY INSPECTION AND REPORTING. W 8 UNNUMBERED LOT AS SUCH IS DESIGNATED ON REPLAT OF LOTS �� \ \ 0 5 S07'15'4�" 1 .00' z I a m SUBDIVISION OF PART OF GOVERNMENT LOTS, SECTION 6, TOENSHIP 31 SOUTH RANGE 39 EAST, CITY OF t� + 5,94 � o RECORDED IN PLAT BOOK 2, PAGE 81, IN THE ' SEB ASTIAN WHICH SAID REPLAT WAS FILED APRIL 23, 1947, AND ` ' ORIDA THE WESTERLY L. � \ I jl d. .i � U co W � F THE CIRCUUIT COURTOF INDIAN RIVER COUNTY, FL , OFFICE OF THE CLERK 0 I �3 W w � , 0. 1 THE EASTERN BOUNDARY LINE OF SAID LOT IS THE EAS TERN BOUNDARY LINE OF U.S. HIGHWAY N I. \\' ANpp — ' I 04' 3 p 5 8E BOUNDARY LINE OF SAID LOT IS THE SHORE LINE OF THE INDIAN RIVER, THE NORTHERN BOUNDARY LINE � F _ p,B NEp 29'03 2 12. J � w ,I do \ R/w Z OF SAID LOT IS THE NORTH LINE OF LOT S 1 AND 2 AS DESIGNATED ON SAID REPLAT, EXTENDED EASTERLY O \ I NpRiN �' w w INDIAN RIVER AND THE SOUTHERN BOUNDARY ACROSS SAID HIGHWAY AND TO THE SHORELINE OF THE , LOT IS THE SOUTH BOUNDARY LINE OF LOTS 1 AND 2 AS DESIGNATED ON SAID REPLAT, LINE OF SAID L � ` � � 1 _t1" Sl 1 3 m � a RIVER AND SUBJECT \ \ X6.36 PALM �;. Z EXTENDED EASTERLY ACROSS SAID HIGHWAY AND TO THE SHORELINE OF THE INDIAN. RI _ RESERVATION IN OFFICIAL RECORD BOOK 696, PAGE 691.. TO THAT CERTAIN ! . ALM PALM J I•\ g6 TOGETHER WITH, • .: ,• 12• .r ', • � � ' �� X6 T S11j'38 43 E 22.09 cn PARCEL 4 •� 12• PALM 44 `Mi OF THE CENTERLINE OF WASHINTON STREET AND THE EAST RIGHT OF WAY OF PALM FROM THE INTERSECTION 2• z . r- G POINT OF INTERSECTION 1p f OLD DIXIE HIGHWAY, SAID ROAD RIGHT OF WAY BEING 66.00 FEET IN WIDTH, SAID U N „ �.' 12• 'g•p1 g5.p0 +�10"�0 CE OF 192.94 FEET ALONG SAID DISTANCE ! \ PALM „ PALM O THE TRUE POINT OF BEGINNING, THENCE RUN S25 08 59 E, A \\ BEING .. J C G WAY LINE TO A POINT, SAID POINT BEING 20 FEET SOUTH, MEASURED PERPENDICULAR FROM \7,28 EAST RIGHT OF „ OF 95 FEET . , \ 7.41 N PALM CE \ THE NORTH RIGHT OF WAY OF ABANDONED 30 FOOT STREET, THENCE N 7812 41 E, A DISTANCE iA FND IRC 3435 10' 6.10 MORE OR LESS TO THE APPROXIMATE MEAN HIGH WATER LINE OF THE INDIAN RIVER; THENCE NE THAT MEANDERING THE INDIAN RIVER IN A NORT HWEST DIRECTION TO THE INTERSECTION WITH A LINE ,E 6 $ 1.36'W & 0.18'N 10" PALIA/ 5.85 \ " FROM THE ORIGINAL POINT OF BEGINNING; THENCE S7315 31 W A DISTANCE OF 132 FEET BEARS N73'15 31 E FR 8 0 i PALMi Z DINT OF BEGINNING 51.57 FEET N7315 31 E OF THE TRUE P Of 1 o FND IRC 3435 :.� MORE OR LESS TO A POINT, SAID POINT LYING \� V • TH THE EAST RIGHT -OF WAY LINE 0.22' WEST �� \ �' REMOVE EXISTING CA I Q THENCE S7718 30"W, A DISTANCE OF 52.25 FEET TO AN INTERSECTION WI Gl \�\ • GINNING ALL l� 7.55 <... I \ \ \ Q r �' DRAINAGE BA S20.10'44'�E 39.71' OF OLD DIXIE HIGHWAY; THENCE S25 08 59 E, A DISTANCE OF 3.73 FEET TO THE POINT OF BE coo 7.31I \ SITUATE LYING AND BEING IN SECTION 6, TOWNSHIP 31 SOUTH,' RANGE 39 EAST, INDIAN RIVER COUNTY,"To 2- FLORIDA.VIP PALM \ a \ O \N� 8 M - \ EXISTING ROCK; \ o � O� �.5 ,2 DT)j"T1 � 0, 1512' PALM ' � _PARKING AREA \\ MHW :LINE A p � 157.5 PALM \ 6,76 \\ - z S� 2, Xj' 8,93 12 ELEV.= 0.55 NGVD oo� A�a • \\ ID �8'�1 39 PALM PALM PALM V z p O � 84 7.55 �' \ � i' \1,48 PALM • \\ S21 *32'26"E 30.12' ®` X x6.�5 21- / I \ 12- 20 � 32• f{ OAK �' �\ \ PALM oax a 21•REMOVE DRIVEWAY 7.32 TO BE REMOVED cry \\ 11,61 OAK( . N \\ \ „ a 18" 16- c5`. �� x6,8 4S \\ \ 1J9 E 12" PALM p, Q BOAK 18,zdj ZJli' OAK ; 7.56 SET IRC \\ 8'0 x0,08 - PaLM \ ■� N% PALM \ 16 OAK X7.59.. # / \ \ \\ \ \\ \ 1,25 1 q 7.25 A OAK REMOVE EXISTING DRIVEWAY LB 6905 ;j PARKING AREA \\ ! \ \ \ % \\ \ ti FND 3/4„ \ 1 \ \ \ \ \\ \ \ LP PAL°,a °' PALM O X8,92 h , \ \ g1.60 r� qAt: \\ 10,90 • PALM N OAK `� \ \ OO \ \ \\ 7,0 11,53 LM C \ \\ \ \ ■. PROPOSED LOCATION OF U= PROPOSED LOCATION OF I FND IRC 6426 \ \\ SILT; FENCE (SEE DETAIL)758 \ \\ \ \ \ SILT FENCE (SEE DETAIL) \ ,2' I, 0.68 WEST 12' \ 5 W \ \\ \ ■ PALM PALM SAN. C.O. 6� \\ \ \ REMOVE EXI NG HOUSE oAsic FND IRC 7,4 \ \\ \ \ \\ p \ \ REMOVE PORTION OF EXISTING AND PATIOS ,6' I 0.21 NORTH N7 ■ OAK 12-. l d \\ \ \ SIDEWALK TO INSTALL NEWPALM 10,00 c0 PALM 6.85 \ \ \ \ \\ S DRIVEWAY. SLOPE NEW SIDEWALK \ \\ \ \ \ \\ AT 1:12 MAXIMUM TO MATCH \\ ■ \\ p EXISTING SIDEWALK. ,o"X1,08 22- �- PALM \ ! \ \ \\ \ G ' PALM a OAK 12. t2 \\ 2 \ \ v 10 \ 14 PALM ' Ci�% PALM \ \ \ \\ \ \ PALM PALM 12" 1�0.6� I O \ \ \\ \ '�� 32• \ PALM 1\p J jl \ \ \ \ \ \ \\ \ Y \ OAK 40�-� CjC�.5� I \ -� \ Z 11.68cc \\ �` 11,35 \\ '`_ 1r ,39"E 1 x7.46 \ \ \ \ \\ u1 \\ \ \ OO WELL PALM -` N18 of \ \\ { \ \ \\ o \\ 10„ - W PALM 8,80 I. w \\ %< \\ \\ \\ \\ 10 i.' \ \ \\ 10,98 W \ \ \\ \\ \ \ 12' 10' PALM 11.201O,�LO \ � � PALM PALM ••••••/' I cc \\ \ \ 10 25 I� o \\ \ \ ■'j PALM 1 -7 •50I \ \\ 31 j p� \\ \\ \\ \ \ \\ % 11.35 i I \ \\ • • ' \ \\ � OC \ \ \ % 11.27 FNDOf \ \\ /\ C.M. L87 Q \ \ \\ \ \\ \\ : CONDITIONS PLAIN \ % EXISTING CO1�1 r�,, 1= \\ % : % \\ 1.53 f \ \ \\Oil 48 HOURS BEFORE .DIGGING � � � � �.• ! CALL TOLL FREE M `'00 i� .. N� S SHEET 800-432_4770 ��,� ti p SUNSHINE STATE ONE CALL OF FLORIDA, INC. �. o�'�Zaz1-7, ! c 1 OF 5 ❑ BRUME A. MOK FL PE I ' AARON J. BOWLES, a PE75&55313 29 ❑ 02-373 Lo to ] i. M N O N O START CONSTRUCTION JANUARY 2006 EXISTING SITE DATA (WEST SIDE) END CONSTRUCTION JUNE 2007 SITE AREA = 28,361 SF = 0.65 Ac = 100.0% BUILDING AREA = 930 SF = 0.02 Ac = 3.3% SITE ADDRESS CONCRETE AREA = 910 0 SF SF = 0.02 Ac = 0.00 Ac = 3.2% = 0.0% 1034 & 1109 INDIAN RIVER DRIVE PAVEMENT AREA STABILIZED AREA = = 1,730 SF = 0.04 Ac = 6.1 % SEBASTIAN, FLORIDA 32958 TOTAL IMPERVIOUS AREA = 3,570 SF = 0.08 Ac = 12.6% TOTAL OPEN AREA = 24,791 SF = 0.57 Ac = 87.4% PERMITS REQUIRED SIGN LOCATION SAWCUT/MATCH EXISTING EDGE OF; PAVEMENT .� / cP_ 8� 0O C15 R �E� S / S26'15 21 W 26.7%1 LLJ o � / / \ � . ♦ � Q E� \ S OFF SER p,0p UZ y S p p5 ON\� v (O 5p �F � Rl p rw IMPERVIOUS AREA (TO BE REMOVED) = 3,570 SF CITY OF SEBASTIAN SITE PLAN APPROVAL I--- ADD NEW LIGHT AN POST ITO MATCH EXISTING GHT cS; c9_ <0R� SEO F\-pp O� `1N\� ® W N c� CITY OF SEBASTIAN LAND CLEARING PERMIT / PER CITY RIVERFRONT Otp QUO 12N� PeoJE S01'41 22 W 24.54 SITE DATA (WEST SIDE) V a PROPOSED CITY OF SEBASTIAN DRIVEWAY PERMIT W / SPECIFICATIONS AS SH WN COUNTY UTILITY PERMIT c9- 28 361 SF = 0.65 Ac = 100.0% INDIAN RIVER HANDICAPPED OD DOCK (PILINGS ONLY) _ cr �� Z O SITE AREA / P 2 5,900 SF = 0.14 Ac = 20.8% S.J.R.W.M.D. 40C-42 DISCHAR E PERMIT fi SI X W BUILDING AREA = PER FT - 6 STD N LL l I WO (P Y) CONCRETE AREA = .1,210 SF - 0.02 Ac 4.2% F.D.E.P. N.P.D.E.S. N.O.L ` \ '♦ 11,824 SF 0.27 Ac = 41.7% F.D.O.T. DRIVEWAY C6NNECTIO PAVEMENT AREA !. Z STABILIZED AREA = 0 SF = 0.00 Ac = 0.0% F.D.O.T. DRAINAGE EXEMPTION / _ � � �''�, w I PILINGS OR REMAINDER OF a TOTAL IMPERVIOUS AREA = 18,934 SF = 0.43 Ac = 66.7% '� �♦ > DOCK NOT FIELD LOCATED OPEN AREA ca = 9 427 SF = 0.22 Ac = 33.3% ` Q_ O�' TIKI HUT ® W TOTAL . FLOOD ZONE R cP S43'0403 SURVEY SITE LIES IN FLOOD ZONE "X" (WEST SIDE) AND "AE 7.0" (EAST SIDE) 8 PER FLOOD INSURANCE RATE MAP NO. SITE DATA (EAST SIDE) . 12061CO077 G, DATED JUNE 30, 1999. I \ = 34 072 SF = 0.78 Ac = 100.0% SITE AREA 2,062 SF = 0.05 Ac = 6.0% Z AREA - N N a BUILDING = 0.02 Ac = 3.2% SURVEY BENCHMARK CONCRETE AREA = 1,084 SF CC PAVEMENT AREA = 4,022 SF = 0.09 Ac = 11.8% ` �� ♦ >p_ 0 G o STABILIZED AREA = 3 638 SF = 0.08 Ac = 10.7% ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NGVD '29. �t�� nNING WALL S02'25'02"E 16.62' J p TIKI HUT DECK AREA = 870 SF = 0.02 Ac = 2.6% BENCHMARK=USC & G F-200 j Q / ADD NEW LIGH AND POST 11 0.26 Ac = 34.3% 8 DESCRIPTION OF USES TO MATCH EXIS G LIGHT J ` 5 Lo_ o`P2 u. AREA 11,676 SF J Q = TOTAL IMPER VIOUS AR U� U TOTAL OPEN AREA = 22,396 SF = 0.52, Ac = 65.7% SHORT TERM RESIDENCY (PRINCIPLE USE) CITY RIVERF ONT _ WASTEWATER SOURCE 1. MOTEL - 39 ROOMS FOR PECIFICATIONS A SHOWN IMPERVIOUS AREA TO BE REMOVED) = 10,806 SF' 2. OFFICE/BREAKFAST SERVICE -CHECK-IN/ CHECK OUT FRONT DESK \ / # Z V ( Q cS_ ♦ Ow INDIAN RIVER COUNTY UTILITIES GRAVITY SEWER MAIN �' � \ AND MANAGER'S OFFICE, PLUS A SEATING AND SERVICE AREA FOR �y S21'18'23"W 16.63' W B PROPOSED SITE DATA (EAST SIDE) CONTINENTAL BREAKFAST FOR THE MOTEL PATRO NS ONLY. OFFICE- �_ O O 34 072 SF = 0.78 Ac = 100.0% WATER SOURCE PRINCIPLE, BREAKFAST SERVICE -ACCESSORY) �� \ �Q ` �_' U w oc SITE AREA 3. BAR - DRINKING 'ESTABLISHMENT FOR MOTEL PATRONS AND GENERAL , �, r I �_ W Z INDIAN RIVER COUNTY UTILITIES WATER BUILDING AREA = 8,025 SF 0.18 Ac = 23.6% MAIN PRINCIPLE USE). ♦ i, �1P`i - w CONCRETE POOL DECK 3,650 SF = 0.08 Ac 10.7% ( ) ` ® , j / = 0.18 Ac = 23.5% _ a ® ti AREA - 8,020 SF 4. OUTDOOR DECK - OUTDOOR SEATING AREA FOR MOTEL PATRONS -O �� S0715'43"W 18.00 Z z PAVEMENT 0 SF 0.00 Ac = 0.0% STABILIZED AREA TAX PARCEL I.D. NUMBERS) ONLY FOR BREAKFAST AND/OR RIVERVIEW AND POOL SIDE SEATING HUT/DECK 1,600 SF 0.04 Ac = 4.7% ACCESSORY USE) > / ��O 0 Q TIKI HUT/D = TOTAL IMPERVIOUS AREA = 21,295 SF 0.48 Ac = 62.5% 31-39-06-00007-0000-00009.0 5. DOCKS -CURRENTLY DAMAGED BY STORMS AND UNUSABLE. DOCKS �� 'd m _ 12,777 SF = 0.30 Ac = 37.5% 31-39-06-00009-0000-00001.0 REPAIRED FOR THE EXCLUSIVE USE OF MOTEL AND BAR '� ` O ♦ y Z TOTAL OPEN AREA TO BE 31-39-06-00009-0000-00002.0 �O_ E r -0000-00002.1 PATRONS. �i`� 0 ,2 04, _ 31-39-06-00009 �� >O 0 Q ~v + � S29' 3 8 12. � ® PROPOSED SITE DATA (TOTAL) SITE AREA = 62,433 SF = 1.43 Ac = 100.0% TRAFFIC STATEMENT (WEST SIDE)z to 1 EAST BUILDING AR EA = 8,025 SF = 0.18 Ac = 12.9% _ � 'O S 1'38'43"E 3 45' N WEST BUILDING AREA = 5,900 SF = 0.14 Ac = 9.5% RESORT HOTEL = 18.4 TRIPS/ROOM TOTAL BUILDING AREA = 13,925 SF 0.32 Ac = 22.4% ADT = 18.4 TRIPS/ROOM(22 ROOMS) = 405 ADT �� ♦ ` �� Q EAST CONCRETE AREA = 3,650 SF 0.08 Ac - 5.9% - 1 38 4 E WEST CONCRETE AREA = 1,21 = 0.02 Ac = 1.8% > 9, = 0.10 Ac = 7.7% SAWCUT/MATCH EXISTING Ot�� %- TOTAL CONCRETE AREA = 4,860 SF TRAFFIC STATEMENT (EAST SIDE) / S1 3 22 0 EAST PAVEMENT AREA = 8,020 SF = 0.18 Ac = 12.8% EDGE OF PAVEM 18.9% RESORT HOTEL 18.4 TRIPS/ROOM �� WEST PAVEMENT AREA = 11,824 SF = 0.27 Ac = , 000 SF MOVE EXISTING ITY RIVERFY.',ONT O O_ TOTAL PAVEMENT AREA = 19,844 SF - / - 0.45 Ac 31.7� • LIGHT AND POST TO NEW AR EAST STABILIZED AREA = 0 SF = 0.00 Ac = 0.0% _ IPS ROOM 17 R ADTTAUR 8N4 TR 177.4 TRI(S 1'OOMS) S SHOWN WITH ROW. > EXISTING CONCRETE WEST STABILIZED AREA = 0 SF = 0.00 Ac = 0.0% + 177.4 TRIPS/1,000 SF(1,300 SF) = 544 ADT N TOTAL STABILIZED AREA = 0 SF = 0.00 Ac = 0.0% �9_ = 1 600 SF = 0.04 Ac = 2.6% Q S # RETAINING WALL TIKI HUT/DECK AREA V = = 0.91 Ac = 64.4% STATEMENT (TOTAL) TOTAL IMPERVIOUS AREA 40,229 SF _ 0.52 Ac 35.6% TRAFFIC S S ,g TOTAL OPEN AREA = 22,204 SF = _ = 949 ADT 0 ADT = 405 (WEST SIDE) + 544(EAST SIDE) S20'10'44"E 39.71'l vER CD �6 ♦ � �. f e VAR IANCES O �� 1AN RI ,�p� ♦ �p Q GRANTED BY CITY COUNCIL AUGUST 3, 2005 FOR O E 7Q, 1N� B. M rn / VARIANCE 1� \ P AG REDUCTION OF REQUIRED LANDSCAPE STRIP WIDTH OF 10' D 2, 15� 5$ n TO 5 FOR NORTH PROPERTY LINE Q OF WEST PARCEL ONLY. No ODK P 9 63, �� C 8 J, G MHW LINE 1R J PLAT 157 50 ♦ \ ` �P3 v 0� o ELEV. = 0.55' NGVD ' .o1' 3g E I I , 0' \ SAWCUT MATCH EXISTI G �` % �2. N7 $ 10 ♦ ` DGE OFPAVEM NT ��`- �o AC S AT c'p 5'R ` �♦ vim. .Juj \\ \\ \ e • ,� per$ \\ \ 3 R1-1 STOP SIGN \\ \ 2 4"` WIDE STOP BAR PAl�JTED WHITE \ ; \\ \ SA\�\I(�CUT/MATCH EXISTING \ EDGE OF PAVEMENT\ '• .N \\ G O \ G 00 \\ \ a -)3 \ \\ W _z\ Y \ u) \ \\ 7 N \ \ O Ln O \\ !�0 co ci urq \ \\ J M � M O } N M p n M i N O i ♦ �� ` S21'32'26"E 30.12' --\� 24" WI E STOP AR �i_ !k5 ♦ f ��p� PAINTED \WHITE do V 2 '6' SR 30" R1 1 STOP IGN �_ �- ♦ SET IRC LB 6905 r ,MOVE EXISTING ITY RIVERFRONT > LIGHT AND POS TO NEW AREA �I!' \AS SHOWN WITH RROW. ,'39 „E g1.26 o �' N8•p1 7 SAWCUT/MATCH ISTING DGE OF'PAVEME \ ry Q ns \ \ nrrrnTeoi r u�ADAnAI( RAAAP DRAINAGE I STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 10 10.20 7.50 7.00 TYPE "C" CATCH BASIN Q 10.20 7.50 7.50 7.00 TYPE "C" CATCH BASIN 30 7.50 MITERED END SECTION ® 9•25 7.10 6.60 TYPE "C" CATCH BASIN O 7,00 MITERED END SECTION © 6.25 3.50 3.50 3.00 EXISTING BASIN �k 7O 6.25 3.50 3.50 3.00 TYPE "C" CATCH BASIN ® 6.25 4.00 3.50 3.00 TYPE "C" CATCH BASIN O 6.25 3.50 4.00 3.00 TYPE "C" CATCH BASIN 10 4.00 MITERED END SECTION 11 4.00 MITERED END SECTION a LD C) to W a Ln O 0 LI, O O N O 3 -q rl N O J J LL! > 0 M O n C M , N O N O a STORMWATER MAINTENANCE PLAN \ \ \ a FND 3 4" I.P. 0.75 0.55 „ ,' W ma , / S32'1413 E 10.25 Zn M.- THIS PROJECT USES AN UNDERGROUND EXALTRATION SYSTEM \ \ \ \ 27.13 W & 0.17 S TO TREAT AND STORE STORMWATER RUNOFF. THIS TYPE OF \ I o o SYSTEM REQUIRES ROUTINE MAINTENANCE IN ORDER TO FUNCTION AS DESIGNED, THE FOLLOWING MAINTENANCE STEPS/21 1'�' SHALL BE TAKEN: \ \ \ '- 1rJ"J1� M� 5.30 I W W� \ a a \ < N"('3 3"E / TOP OF WALL 11 S25'S9'22"E �25.39' W WEEKLY \ \\..-��j'0� EL = 5.70.85 1. THE PARKING LOT SHALL BE SWEPT ON A WEEKLY BASIS. lxo NO ALL DUST, DIRT AND DEBRIS SHALL BE DISPOSED OF TO/ 56 A_ ,_/ , �e �U \ 000 _ MHW LINE PREVENT CLOGGING OF THE DRAINAGE SYSTEM. \� \ ' ' 25 �� c - ELEV.= ;0.55 NGVD a s.5o x2.54 , . MONTHLY 7.1$'3fl „t 52.2i �j MAINTAIN INLET SKIMMERS ON A MONTHLY BASIS. \ \ N7 4'12 RF• pp5 6. \ _ 1. CLEAN AND \ ; . 6, N77 0� ' N-pE 12 EXISTING WOOD S22 57 38 E 22.75 Lo AND AFTER SIGNIFICANT RAINFALL EVENTS. DAMAGED AND/OR 'i \ ` ° 2 N p ppS N' ® RETAINING WALL 0 NON-FUNCTIONING SKIMMERS SHALL BE REPLACED. / \ 7.28 ` 6 40 pERFpRpiE TOP OF WALL EL = 6 0' I M N O / \ 12"04 QUARTERLY OF 1. INLET SUMPS SHALL BE CLEANED EVERY THFj�E�101ONTHS. / \ /� 7� 0 7,26 � ?O � cv \ \'•'' s.25 O S62'02'18"E 15.00' o m m 2. THE EXFILTRATION SYSTEM SHALL BE VISUALLY INSPECTED / \ ` X 7.29 AND MAINTAINED EVERY THREE MONTHS TO REMOVE ANY °• - / G� \ • �• `!' 1 � S72'58'01 »E 12.95' DEBRIS. �i P 6. 0 3. QUARTERLY MAINTENANCE REPORTS SHALL BE SUBMITTED i./ \ \\ TO THE CITY OF SEBASTIAN ENGINEERING DEPARTMENT / W ii 85 FQ CONFIRMING THAT MAINTENANCE HAS BEEN PERFORMED. / \ \ ` \ O. <� / 6.75 0 U / \'\\� \ fi o�, 5 0.65 c� PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, A STORMWATER MAINTENANCE AGREEMENT MUST BE 6• �P\R P`' `� " ,Zg� � � \ � ` � 6.75 S ARE ooRl S26'15'21»W 26.71' APPROVED BY THE CITY ENGINEER AND APPROPRIATE BOND 131� / �\ a �GEI F O SF /? M SYSTEM. / F F 15 ^� 2.04 11J O 0 POSTED REGARDING THE EXFILTRATION S + R I / / \ 7, �. 0 7.20 OS�© ��P PN P EPA 00� I F� z p �? SO / 7.49 PRR�G F °F (� POO ol Z a / \ J SE O 15 PS vN�� O uN TOP OF WALL , man A I L - 6.00' S01 41 22 W 24.54W ., a oW e \ Z .25 WOOD DOCK (PILINGS ONLY z (� w i 35 U. " _ 45 w PILINGS OR REMAINDER OF Q a 6,57 TIKI HUT DOCK NOT FIELD LOCATED ® Z o \ \ < S43'04'03"E 24.26' W \\ `c PARCEL PRO EKTY LINE / PKO�EKTY LINE \ // l \ 7.20 \ i . I Q 01 PRO�EKTY LINE \ f 00 6' 16, 22' 3' VAKIE5 N o0 l I \ 1 6. o cq TING WOOD r C 10' GREEN PARKING DRIVEWAY STORAGTTER AREAN \� 11 70 �� 02 E 16.62 J c °C c3; c^ 12 NING WALL S02'25 .EN AREA AREA T cam, \ \ \ , \ Soo ] Q .AI I \ �� I 10.90 10.50 Z �� \ .12 1.45 J V 9.50 C� \ ELL 0 L_ 75 O� 2V ,00 �/ z m �0 69 l S21 18 23 W 16.63 _ 50771 \ \ {i\ \ c� of L- 1 'L yco PAVEMENT 1 J 1 -� \ �� ` 25 6.15 (� w ae 3 3 .. 35 I (j� w SEE DETAIL, O, \ \ I'. 4J Z f 5 5.0 w I �, 7 0 Z SECTION B-B S07'15 43 W 18.00 z \ / $ 6.2 5.9 O w �+ O v > ,c� F- x •6'to_ '\ s o� 25 S29.03'28"� 12.04' J a G/LI INDIAN RIVER DRIVE \ ` \ �z 35 U) I -� \ 7� o� Z .45 %� a 1 8 E O S 1'3 43 3 45 p > Z �� 10 20' S' 5' 5' 30' 15' 3' 1�1'� �� 3 CC \ 7.20 L U N • OP OF WALL ROADWAY BRIG PARKING CON GREEN GO PROP05ED DECK/PA I 5TORMWATER PAVER WALK AREA WAL 15UILDING TRAGT O 6. 7 G� , 7.20 � L 5 85' \ S11'38 43 E 22.09 WALK �\ , 6.73 7.0 v 2 A in F.F. " 7.50' 001 �� 7 I 4`y 6.40 6.20 VARIES �i\ \ 0 2 y 25 4.00 4.00 r6.4': TO00 ` \ 7. a : \ 7.41 EX15TIN& WALL 7.20 O. EXISTING CONCRETE Q I \ \ 610 PAVEMENT RETAINING WALL 5EE DETAIL $ \ 75 \ 5. 5 5.85 Lij SECTION D-D Al v 7.55 7.31 \ EXISTING IRE `\ T ` 5.35 X S20'10'44"E 39:71' Q Q \HYDRANT \ \ p 45 5 r V I. 20 O ` �OR1D A 157.5a: M 0.19 (` F\ C1 OpUN1Y' 0�\\ ��E ��o, �N° IAN R,VER •139 51 5� ;- � �\ \\� M H W LINE 8.93 26 76 Q ELEV.= 0.55 NGVDO 7$ 1\ 'L ADQDC 1 BOOK 7.55 \ 2 S21'32'26"E 30.12' .25 \ \ \ i 10.5 �� 7.32 Zo 35 L •• 11.61 i LF of 12" `\ / ` 7.4 L `TOP OF WA \\ p► 7 O NoN_ RF. 4 cS`. 20 C6.8 6.16 7,56 \ „E 15 / 2 3p pE ADS N_� ` \ \ PAR`' .16 SET IRC z $'01 39 , 10. EF OF 12„ 2 Oo ��\ \ \ 7 0 `�� LB 6905 N7 1 A- 25 / \ 0.90 10.90 ON �RENCN ® r PFREOR O �O\ a _ \ \` \ \ \ '• ° I � ,X12 EXF1L-1Rp,S1 RAT! RE A s \ 6.2 2 O ,. s� \ \ li /NOTE. Q \ / w/ " N0�- RF 10.7 ORMWP BRACT F O 1p�P \ 9 1,�9 126 ` 5.60 TOP OF WALL 1 .17 _12 10.50 PE jER �► E .p POND OUTFALL TO BE VS N E P ADS N 1 LF OF 12 STGLMENS 2 N�1 0 n\ \ 7.� "N78 ®Cj: I \\ \ 10.90 \ 11.53 / pERF. �,Ep 5 10.9 ti LF OF 12 NONE _ , c OF 12 pRRFORA�"1 92 T p,NA I' O P S \7.58 O \\ \ 10, 11.35 \\ 1A. -)3 \ 11.35 11.27 \\ \ O 17 n M �k H-20 TRAFFIC BEARING GRATE PKO�EKTY LINE PKOP05ED 6UILDING F.F. , 7.50' PAVEMENT 5EE DETAIL- 2' VAR I ES 5TOKMWATEK TRAGT 1t - 3 .2 4.00 SECTION A -A PROEKTY LINE 5' GREE AREA O �1 I3 SECTION C-C LANDSCAPE LEGEND CANOPY TREES UNDERSTORY TREES LIVE OAK TREE (12' HIGH AT PLANTING) DAHOON HOLLY (6' HIGH AT PLANTING) (22 EAST, 29 WEST) (18 EAST, 00 WEST) v SOUTHERN MAGNOLIA (12' HIGH AT PLANTING) WAX ' MYRTLE V (6 HIGH AT PLANTING) (16 EAST, 19 WEST) CABBAGE PALM (00 EAST, 19 WEST) ® (RELOCATED) BUTTONWOOD (6' HIGH AT PLANTING ) (17 EAST, 18 WEST) (45 EAST, 37 WEST) LANDSCAPE DATA (EAST SIDE) VIBURNUM HEDGE (3' HIGH AT PLANTING) ® EXISTING TREES OAK TREE PISLIVE (TO BE REMOVED) 15' LIVE OAK TREE OAK (TO BE REMAIN) 12" PALM CABBAGE PALM BE REMOVED (TO OR RELOCATED) _ c� w TOTAL TREES REQUIRED 1. TREES REQUIRED ALONG INDIAN RIVER DRIVE = 5 CANOPY, 6 UNDERSTORY/100 FT(290 FT) = 15 CANOPY, 18 UNDERSTORY C w 2. TREES REQUIRED ALONG NORTH PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(60 FT) = 3 CANOPY, 4 UNDERSTORY Y Q 3. TREES REQUIRED SOUTH SOUTH PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(75 FT) =4 CANOPY, 5 UNDERSTORY Q 4. TREES REQUIRED ALONG INDIAN RIVER = NO TREES REQUIRED _ 0 CANOPY, 0 UNDERSTORY 5. INTERIOR TREES REQUIRED = (28 SPACES)(1 TREE/5 SPACES - 6 CANOPY 6. NON -VEHICULAR OPEN SPACE TREES REQUIRED = 1 TREE/2,000 SF (16.417 SF) = 9 CANOPY 7. FOUNDATION PLANTINGS = 440 LF(40%) = 176 LF = 176 LF(1 CANOPY/10 FT) = 18 CANOPY = 176 LF(1 UNDERSTORY/20 FT) = 36 UNDERSTORY 8. TOTALS TOTAL TREES REQUIRED = 118 TREES TOTAL TREES REQUIRED = 118 TREES (55 CANOPY AND 63 UNDERSTORY) TOTAL TREES EXISTING = 17 TREE CREDITS (17 PALMS) TOTAL TREES PROPOSED = 101 TREES (38 CANOPY AND 63 UNDERSTORY) TOTAL TREES PROVIDED = 118 TREES (55 CANOPY AND 63 UNDERSTORY) LANDSCAPE DATA (WEST SIDE) TOTAL TREES REQUIRED 1. TREES REQUIRED ALONG U.S. HIGHWAY NO.1 = 5 CANOPY, 6 UNDERSTORV100 FT(70 FT) = 4 CANOPY, 5 UNDERSTORY 2. TREES REQUIRED ALONG NORTH PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(305 FT) = 16 CANOPY, 19 UNDERSTORY 3. TREES REQUIRED SOUTH SOUTH PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(315 FT) = 16 CANOPY, 19 UNDERSTORY 4. TREES REQUIRED ALONG INDIAN RIVER DRIVE = 5 CANOPY, 6 UNDERSTORY/100 FT(70 FT) = 4 CANOPY, 5 UNDERSTORY 5. INTERIOR TREES REQUIRED = (27 SPACES)(1 TREE/5 SPACES) = 6 CANOPY 6. NON -VEHICULAR OPEN SPACE TREES REQUIRED = 1 TREE/2,000 SF (9,427 SF) = 5. CANOPY 7. FOUNDATION PLANTINGS = 486 LF(40%) = 195 LF = 195 LF(1 CANOPY/10 FT) = 20 CANOPY = 195 LF(1 UNDERSTORY/20 FT) = 10 UNDERSTORY 8. PERIMETER SHRUBS = 1 SHRUB/6 LF (760 LF) = 127 SHRUBS 9. TOTALS TOTAL TREES REQUIRED = 129 TREES (71 CANOPY AND 58 UNDERSTORY TOTAL TREES EXISTING = 26 TREE CREDITS (18 PALMS AND 2 OAKS) TOTAL TREES PROPOSED = 104 TREES (48 CANOPY AND 56 UNDERSTORY) TOTAL TREES PROVIDED = 130 TREES (74 CANOPY AND 56 UNDERSTORY) LANDSCAPE NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN'S LDR'S. 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3" WITH ABARK OR SHREDDED ORGANIC MATERIAL MULCH. 3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC SPRINKLER SYSTEM. 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES AND/OR SHRUBS SHALL BE FULLY SODDED. 5. TREES SHALL BE FLORIDA NO. 1 OR BETTER. 6. CANOPY TREES SHALL HAVE AN OVERALL HEIGHT OF 12' AND A MINIMUM SPREAD OF 6' AT TIME OF PLANTING. 7. PALM TREES SHALL CONSTITUTE NO MORE THAN 35% OF THE TOTAL TREE REQUIREMENTS AND SHALL HAVE A MINIMUM OF 6' OF CLEAR WOOD AT PLANTING. �\4 10 PRUNE & TIE FRONDS TOGETHER WITH' DEGRADABLE TWINE (MINIMUM 6-8 FRONDS) i CIGAR CUT PALM TREES ARE ACCEPTABLE Q 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) (UNLESS OTHERWISE NOTED) FORM SAUCER WITH 3", CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT I BALL. PIT} LL BE DIAMETER FOIRGROOTWIDTH BALLSS2AAND UND RE ORE -' 2' LARGER. IN DIAMETER FOR ROOT BALLS OVER 2'. — III SABAL PALMS TO BE BOOTED WHEN 16' C.T. OR LESS BACKFILL AROUND ROOT BALL BY MIXING 113 (UNLESS OTHERWISE NOTED) I , __Ilf o„ b PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL =11111=(IIII—I1 —I 5 - 2"x4%18" WOOD BATTENS. DO NOT NAIL BATTENS II =(IIII=IIIII=IIIII=I I IIIII II' PLANT TOP OF ROOT BALL EVEN WITH FINISHED TO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN GRADE — I I I I I= I I I I I= I I - , RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE FND 3/4" I.P. BRACING PLACE ROOT BALL AT BOTTOM OF PLANTING PIT 27.13'W & 0.17'S ON UNDISTURBED SUBGRADE 2 STEEL BANDS SHRUB GROUNDCOVER PLANTING MINIMUM 3 - 2"x4" WOOD BRACES SHALL BE - / DETAIL TOENAILED TO WOOD BATTENS N.T.S. 3" MULCH FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN ?'1a RIM AROUND PLANTING HOLE ?'0 / N? 2"x4"x24" WOOD STAKE REMAINING 3" ABOVE GRADE A IIIIIIfIf K.._. fll—lull / SN \ ® \ III PA �. lull _ —IIII P I-IIIII� IIII- II II—IIII BACKFILL AROUND ROOTBALL AS SPECIFIED a� ,I III I I I I I lilt /? 3-1?' 2 � i i' / P i PLANT ROOTBALL 2"-3" BELOW FINISHED GRADE S \ I RE ooRi SIZE OF ROOTBALL' WILL BE IN PROPORTION TO SIZE AND TPRATIYPE OF PALM IN RELATION TO SOUND NURSERY I. S� p °FPS `1ND EPi i \ \ ` OQ°SE PRE\GE P GE P PLACE ROOTBALL AT BOTTOM OF PLANTING PIT R 5� p0 12' ON UNDISTURBED SUBGRADES50 \ KFOS� N ° PUOp G eREP �D �R� ° �GR\ � PLANTING DETAIL PALM �� PR°P�2NpF p1P�� N.T.S. R C # PLACE RUBBER HOSE ON WIRE AT ALL POINTS \ O \ �� ✓ �11 PAL2M OF CONTACT WITH TREE / v, 77 PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS), Ncrj v /- OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL DISTANCE AROUND TREE ABOVE FIRST LATERAL j BRANCH AND 6-9" FROM TOP OF STAKE.(5). tom\ � / E �i REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL �, ` -)3 \ IF APPLICABLE 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) O_ \ FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN J Q \ RIM AROUND PLANTING HOLE 1 2"x2"x10' WOOD STAKE DRIVEN 3' BELOW GRADE \ / I I \ =lI PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT \ ` Pa BALL PLUS 6 FOR SETTING LAYER OF COMPACTED \ Q 1 BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE uM lI"IC=IITII=III =fI =11 DIAMETER OF ROOT BALL II_ PROPOSED 6' HIGH WOOD FENCE ALONG ENTIRE SOUTH PROPERTY LINE � i i 1 AMnQf"kADom' 01 ww1 ., 5 n to oho � � z Ld a z i g Ix ofo a atn a w IAo Smm SSm mo Cato wo S32'14'13"E 10.25' Q ®® to o 0 r� O I S25'59'22"E 25.39' r N o MHW LINE om �m� ELEV.= 0.55' NGVD 0 EXISTING WOOD S22'57'38"E 22.75' O RETAINING WALL z i S62'02'18"E' 15.00' in S72'58'01 "E ] 2.95' � W o m _z o� , ® U NN Z O m X S2615r rr 21 W 26.71' - c z a o � z Q a ®W 06 S01'41'22"W 24.54' o � � m Q N WOOD DOCK (PILINGS ONLY) Z� — N co Q (\j PILINGS OR REMAINDER OF A L r9 TIKI HUT DOCK NOT FIELD LOCATED ® Q :1k Zj LL S43'04'03"E 24.26' 0 (n J U EGK 'LoZ I w oo o U cc TING (HOOD W W W> 71 NING WALL S022502"E 16.62' J z ✓� \ m Z Q S21 *18'23"W 16.63' Q J D r 0 Z C 0 u� L U � S07'15'43"W 18.00' PALM USTER 00 0 S29'03'28"E 12.04' ' �� •• S11'38'43"E 3.45' Q li Q 3113843E 22.09 J ❑ "BRUCE A. mom, FL PE #47529 ❑ AARON J. BOWLES, FL PE #55X3 I ;i OF 5 02-373 0 to 0 o ,o UJI Y a 0 N 0 In 0 N r Q co oU'i L rh N 0 W 0 .. - M ' M 2 -1/2" TYPE 5 -1 A5PHALTIG CONCRETE ON5TKUGT 6" COQUINA OK 6" 6" LIME KOC K DA5E COMPACTED TO q8% MAX. DKY DENSITY PER AA5HTO T -180 METHOD, LOK 100 \- 5TADILIZED 5UDGKADE MIN. DEPTH OF 6", COMPACTED TO `18% MAX. DRY DENSITY PER AA5HTO T -180 METHOD, MIN. F15V 50 P51. MIX TO HOMOGENOU5 MIXTURE. FLEXIBLE PAVEMENT SECTION N.T.5. 5AW -GUT AND TACK GOAT EXISTING EDGE � I I EXI5TIN& ASPHALT -� PROPOSED ASPHALT PAVEMENT EXISTING DA5E -_/ \-- PKOP05ED BASE EX 15T ING 5U0 - &KADE PKOPO5ED 5U0 - GRADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. 7,. in 4 DOWEL 5 # 4 DOWEL Z FOR ANCHORING F (2 REQUIRED) f - O" I 4`-0" 6-6, FRONT ELEVATION 5EGTION PRE -CAST CONCRETE WHEEL STOP DETAIL N.T.S. 1-1/2" TYPE 5-1 ASPHALTIC GONGKETE SLOPE / 6" LIMEKOC RASE 8" STADILIZw wv-vnnvc- CONCRETE SIDEWALK DETAIL 5'-0' SLOPE / PLAN X� X� .X ' -� qJ, 11 ► 6X6 10/10 WWM R4 DAR GONT. N.T.S. 5' _ 0„ 5LOP_E / PLAN =IT Q .'. ••'a. �' A °• :em s X X X X III�I�II lil-ii it=ii1=111j�� ipz:r�l� 11II�-II� 6X6 W1.4/W1.4 WWF CONCRETE SIDEWALK DETAIL N.T.S. REINFORCED W/ 6"X 6" 1OX10 W.W.F. SECTIONAL ELEVATION N.T.S. USE U-BLOCK FILLED W/CONC AND 15 BAR FOR TOP COURSE a" X W CONCRETE BLOCK DUR-o-wAL EACH 3RD COURSE (TYP) OF ALL MASONRY WALLS NO. 5 DOWEL SHOWN ON PL/VI is 15" LAP FOR No. 5 BARS MN. �n ! no. •eras TYPICAL WALL SECTION ILTS PARKIN& lHANDICAPPED SIGN PER FTP -26 BLUE R to WHITE ..M n I �- Damn 'TE M Mr My ' LOCATE SIGN AT CL oo Flt1E L AND HEAD OF EACH HANDICAP STALL. SIGN ON EACH SIDE OF PIPE WHERE APPLICABLE 2')(2" STEEL i EXTENDED INR FILLED PIPE. --_J 12" DIA. CONCRETE FOUNDATION 6" BEL( FROST LINE (3 FEET i`� _ MIN. BELOW FIN. CRY NOTE5' 1. TOP PORTION OF FTP 26 SHALL HAVE A KEFLEGTIVE DLUE 15AGK6KOUND WITH KEFLEGTIVE 5YM130L AND DOKDEK. 2. DOTTOM PORTION SHALL HAVE A KEFLEGTIVE WHITE DAGKGKOUND WITH DLAGK OPAQUE LEGEND AND DOKDEK. 3. FTP 25 15 FOR USE IN AKEA5 WHERE 5PAGE 15 LIMITED. 4. HEIGHT 5HALL DE 7 FEET MEA5UKED FROM THE GROUND OK SIDEWALK TO THE DOTTOM OF "PERMIT ONLY' SIGN OK 6 FEET TO THE DOTTOM OF $250 FINE" SIGN. HANDICAPPED PARKING DETAIL NTS 12,4 OUTI 4'-5" 3'-4" C H BASIN ? LL GO ON THE ��IGENERAL NOTES FINISF D GRADE 2'-�" L GONTKAGTOK 15 KE5PON510LE FOR CHEGKIN& ACTUAL 51TE SODDED SWAL.E) GONDITION5 DEFOKE 5TAKTING CONSTRUCTION. i2. ANY DI5GKEPANGIE5 ON THE DRAWINGS SHALL DE DROUGHT TO THE ATTENTION OF THE ENGINEER DEFORE COMMENCING WOKK. 3. CONTKAGTOK SHALL OBTAIN ALL REQUIRED DUILDING PEKMIT5 H.S. 20 f3EFOKE GOMMENGIN& WOKK. TRAFFIC GRATE cj 14. ... CONTRACTOR SHALL DE KE5PON510LE FOR LOCATION OF ALL I SEE PLAN j EX I5T I NG UT IL I T I E5. THE GONTKAGTOK SHALL CONTACT ALL FOK PIPE " GONGERNED UTILITIES AT LEAST 48 HOUK5 IN ADVANCE FOR SIZE GON5TKUGTION OPEKATION5. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO DE MADE GRATE WITHOUT PRIOR APPROVAL OF THE ENGINEER. SEE 0"INAGE PLANS Foe ELEV. 6. ALL CONSTRUCTION SHALL DE COMPLETED IN AGGOKDANGE WITH I THE APPLIGADLE ORDINANGE5 OF CITY OF 5EDA5TIAN, FLOKIDA. =5ECTION12" COMPACTED ' 7. DOUNDAKY AND TOPOGRAPHIC INFORMATION PREPARED DY HOUSTON PLAN SECTION FLAN SUBGRADE ' AND PRICE, ING., DATED 5/15/03. ALL ELEVATIONS ARE PER GRAVEL DENGHMAKK KEFEKENGED ON THI5 SURVEY. SUMP PRE -CAST TYPE ACC CATCH BASIN 8. REFER TO SOILS REPORT PREPARED DY K5M ENGINEERING AND TESTING, INC., DATED XX/XX/XX FOR EXISTING SOIL GONDITION5. N.T.S. f;`L GONTKAGTOK SHALL SUPPLY DENSITY TE5T5 TO ENGINEER ON ALL MODIFIED I. 5U0-GRADE AND RASE. TESTS SHALL DE PREPARED PER ASHTD TYPE 'G' INLET T -160 METHOD, ALUMINUM 5KIMMEK W/' ADS N-12 MOUNTING OKAGKETS 10. 50PE GKADE5 FROM ELEVATIONS SHOWN TO EXI5TING GRADE AT =ALL PIPE PROPERTY LINE. 111... ENGINEER SHALL DE NOTIFIED AT LEAST 46 HOUK5 IN ADVANCE 6 TE EL.- FOR ANY I N5PEGT I ON. .12. ALL TRAFFIC CONTROL DEVICES SHALL DE IN AGGOKDANGE WITH M.U.T.G.D. 5TANDAKD5. 13. ALL GON5TKUGTION SHALL DE IN AGCOKDANGE WITH THE FLOKIDA 12"� ADS DEPARTMENT OF TKAN5PORTATION 'STANDARD 5PEGIFICATION5 FOR N -12 ROAD AND DKIDGE GON5TKUGTION", DATED 2000. is 14.1 ALL PARKING SPADE MARKINGS, WITH THE EXCEPTION OF THE INV. EL. " ?.10, : I 1 HANDICAPPED PARKING 5PAGE5, 5HALL DE MARKED IN WHITE KETKO-KEFLEGTIVE TKAFFIG PAINT AND IN ACCORDANCE WITH 1I THE FLOKIDA DEPARTMENT OF TKAN5POKTAT ION (F.D.O.T.) 5TANDAKD 5PEGIFIGATION5 FOR KOAD AND OKIDGE GON5TKUGTION, 2000, 1 SECTION 710• N ^ �24"RAVEL SUMP 115. ALL HANDICAP PARKING 5PAGE5 SHALL DE PKOPEKLY SIGNED AND W/ FILTER CLOTH MARKED IN AGGOKDANGE WITH FDOT ROADWAY AND TKAFFIG ALUMINUM SKIMMER W/ PLAN SECTION MOUNT 1 N& OKAGKET5 !� DE51GN STANDARDS INDEX NO. 17346. � - STRUCTURE) RUCTURE) �116. ALL PARKING 5TK I PE5 WITH THE EXCEPTION OF HAND I GAPPED (CONTROL ROL 5PAGE5 SHALL DE 4" WIDE, WHITE REFLECTIVE TKAFFIG PAINT. >,CA }; fi P GT SPADES SHALL DE MARKED "GOMPAGT" STALL OF �� N PRE -CAST TYPE ATC �' � A OR TIRE STOP, FneRI�� TRAFFIC BEARING GRATE BAGKF 5ILT-BARRIER PAVEMENT _ IFABKIG FENGEI FINISHED GRADE CATCH BASIN AS SPECIFIED TKE"�H le• - - - - ON DRAINAGE PLANS TOE IN 1 SODDED SL ' EXISTING GRADE o Ll FASTEN FILTER r' �f ; 1:. ,• _ ,, ,I I CLOTH TO PIPE FILTER CLOTH WITH ALUMINUM 4. I} WIRE '.P' j TOE OF 5L VARIES • I �f FADR I G FENGE SILT - DARR I ER - - - - - PERFORATED PIPE (ADS N- 12) I I . ANGHOK DALE5 WITH TWO (2) • •' I 2'X 2"X 4• STAKES THROUGH D I ! EaGH BALE S' LENGTH DRAINFIELD ROCK NON -PERFORATED PIPE EACH SIDE - - .� FILTER CLOTH II i• i'" I ER FERIMETER ER05ION AND 5EDIMENT CIONTROL NOTES MEVENT MY 5MIMENT VE&ETATION 15 EX ACtAM)LATED 5ILT FENCE DATA I L 1 1 V-4" 6" STEEL BOLLARD FILLED W/CONCRETE SEE DETAIL O .U0 ZO w12 0 c� DRAINFIELD ROCK i EXFILTRATION TRENCH PIPE CONNECTION DETAIL ,I N.T.S. Ii FINISHED PAVEMENT GRADE II FINISHED PAVEMENT GRADE EL. = 6.25' II. EL. = 10.20 FILTER CLOTH (TERRRAFIX RI ALL AROUND 12" MIN. LAP AT TOP) _ TOP OF TRENCH ,h EL, = 5.00' 12" PERFORATED ADS PIPE O 1" WASHED DRAINFIELD ROCK PIPE INV. EL. = 3.50' _ BOTTOM OF TRENCH EL. = 3.00' 10' -0" N 0 0 EXFILTRATION TRENCH SECTION (EAST SIDE) N.T.S. 10' .e a DLLARD O FILTER CLOTH (TERRRAFIX RI ALL AROUND 12" MIN. LAP AT TOP) TOP OF TRENCH :i::::• ::•::X• •:::• •ii�• PERFORATED ADS PIPE WASHED DRAINFIELD ROCK :•'::.0.0 ••••:•:'��.�•'•'::•'•'� •::.:::::•'::•i'•ivii�::::::::•ice:•ii::::::::•i•�• :• • • ;i .1 f►EXFILTRATION TRENCH SECTION N.T.S. II, DIMENSIONS & QUANTITIES REMARKS D X A B C E F G M N GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) Single Pipe Double Pipe Triple Pipe Quad. Pipe Stanchrd Weight Pipe Extra Strong Pipe Single P/pe Double Plpe Triple Pipe Quad. Pipe Single Pipe Double Pipe Triple Pipe aXrd. Pipe 8" 2'-0' 2.5' 0.72' 3.92' 0.7' 4.0' 0. _W J.75' 5.75' 7.75' 9.T5' h04' 0.52 0.90 1.22 1.54 7 8 B 9 These sizes are res"ded to inlet and &diet treatment for water mmMement systems or s(milar applroations. A7' 2'-2' P-5' 1.34' 3.84' 1.3' 5.0' 0.BI' 3.92' 6.06' B.25' 10.41' 1.04' 0.64 0.99 1.34 1.70 7 8 9 10 12' '- P-5' 06' 4.56' P-0' 6.0' 1.00' 75' I1.08 0.66 1.09 1.48 1.88 8 /0 9 2'-7' P-5' 3.09, 5.59, 3.0' 7.0' 1.23, 4.33' 6.921 9.50` (2.06' 1.04' 0.64 /.00 1.35 1.71 8 9 /0 11 18, 2'-0 P-5' 4.12' 1 6.62' 4.0' 1 8.0' 1.41, 4.58' 7.42 10.25' 13.06' 1.04' 0.69 1.09 1.49 1.89 1 9 k7 11 12 24' 3'-5' P-5' 6.16, 8.68' 6.04 10AY 1.73' 5.06, 8.56e 11.92, 15.33, 1.04' 0.83 1.34 1.82 2.34 /0 /l l3 /4 4'-3' P-5' e.25' 10.75' 8.0 .0' 2.0V 5.56' 9.83' 14.08' 18.33 1.04' P 3' 0.96 1.63 L32 2.99 /1 /3 /5 17 36' 5'-1' 2-5' 10.31' 12.81, ,0.Ce 14.0' 2.24' 6.08' ll.i7' 16.25' 21.33' 1.04' ¢ 3' 1.08 1.92 P-77 3.62 /2 14 n 19 42- 6'-0" 25' 1237' 14.87' l20' 16.0' 2.45' 6,58' IP-58' 18.58' 24.58 L04' 2 3 1.20 2.26 3.34 4.61 l3 16 8 0 48" 6'-9' P-5' 14.43' 16.93' M.0' 18.0' 2.65' 7.0 13.83, 20.58, 27.33' /.04' P J 1.60 3.11 4.62 6.12 /4 /7 20 23 54' 7'-8' 2 5 16.49 IBM' A9.0' 20.0 2.83' 7.58' 15.25' 2292' 30.58 1.04' 4' 1.76 3.56 5.34 7.14 /5 /9 22 26 60" 8'-6' P-5' 18.55, 21.05' 18.0' 22 0' 3.00 8. 16.58' 25.08' 33.58 1.04' X 1.94 4.03 6.12 8.20 n 9n 24 1 28 \ -OR FIBREMESH(FIBREGLASSREINFORCING) s/off y / �2' r / \CONCRETE TO 2500 PSI ® 5 DAYS Sae arras She f ylob T z%,,/oq 6 of ` f1cmr Ar / \ Rerolled End Required BOLLARD DETAIL TYPICAL DOUBLE SWING GATE W/SLATS kt: N.T.S. TOP HOLES IN CONCRETE TOP OF CONCRETE PAD TOP OF ASPHALT FOR GATE STOPS °'.b: ,:• PLAN N.T.S. CONCRETE PAD DETAIL N-TS Po!d or AS Plpe CUNerI F ( M CONCRETE BLOCK DUMPSTER ENCLOSURE D-TAIL N 0 f1 'So -11 /I li � Beveled Or Round Comers Constructlon Joint Permitted *Slope, A To f Pipe For Pipe /8' And Smaller 2! For Pipe 24' And Larger C I 1n s Grate Ganes '%'.� /}« 0. Mai Metal PF i• /Consiuilon Joint Permitted Ij e Anchor I p 1� to 11"�I Ditch Grade 0 0 & Saddle to LO I Fostene to 6. les f 3' 2' Sod End Sedlm) � \ j Lbncrete Slab, 3' Thick, Reinforced �� With WWF 6x6 WG4xWl.4 Sod / I included Under Unit Price For Mitered i SECTION 11 TOP VIEW -SINGLE PIPE MITERED END SECTION F.D.0.T. INDEX NO. 273 N _ O EROSION AND SEDIMENTATION CONTROL NOTES GON5TKUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT 00 AMOUNTS OF POLLUTANTS WHICH MAY REAGH SURFACE OR 6KOUND WATEK5. ONE OF THE PRIMARY POLLUTANTS OF 5UKFAGE WATERS 15 SEDIMENT DUE TO EK0510N. EXGE551VE QUANTITIES OF SEDIMENT WHICH REACH WATER 130DIE5 OF FLOODPLAIN5 HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL DIOLOGIGAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN OD5TKUGT STREAM CHANNELS, REDUCE HYDKAULIG GAPAGITY OF WATER DODIE5 OF FLOODPLAIN5, KEDUGE THE DESIGN CAPACITY OF GULVEKT5 AND OTHER WORKS, AND ELIMINATE DENTHIG INVEKTEDKATE5 AND FI5H SPAWNING 5UD5TKATE5 DY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS KEDUGE 0 LIGHT PENETKATION AND THEKEFOKE, KEDUGE PRIMARY PKODUGTIVITY. MINIMUM 5TANDAKD5 a IIPERIMETER 1. SEDIMENT DA51N AND TKAP5, DIKE5, SEDIMENT DAKKIEK5 N_ AND OTHER MEA5UKE5 INTENDED TO TKAP SEDIMENT SHALL DE o S ANY R N AMADEF NDEFOKEA ANDHALLS DE FUNCTIONAL UD5LOIPE LAND D 1 TUK13ANGE N M d- I1") co TAKES PLACE. i 2. ALL 5EDIMENT CONTROL MEA5UKE5 ARE TO DE ADJUSTED TO MEET FIELD GONDITION5 AT THE TIME OF GON5TKUGTION AND DE GON5TKUGTED LO Z PRIOR TO ANY &KADIN& OR D15TUKf3ANGE OF EX15TING 5UKFAGE r7 00 O MATERIAL ON DALANGE OF SITE. PERIMETER 5EDIMENT 13AKKIEK5 cV = SHALL DE GON5TKUGTED TO PREVENT 5EDIMENT OR ,TRASH FROM FLOWING U) OR FLOATING ON TO ADJACENT PKOPEKTIE5. N Q ¢ Q cn o m m -� a 3. PERMANENT OR TEMPORARY SOIL . 5TADILIZATION SHALL DE APPLIED TO DENUDED AKEA5 WITHIN SEVEN DAY5 AFTER FINAL 6KADE 15 KEAGHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL 5TAE51LIZATION SHALL DE APPLIED WITHIN 5EVEN DAYS TO DENUDED AKEA5 THAT MAY NOT DE AT FINAL GRADE DUT WILL REMAIN UNDI5TUKDED FOR LONGER THAN 30 DAY5. PERMANENT 5TAI31LIZATION 5HALL f3E APPLIED TO AKEA5 THAT AKE TO DE LEFT UNDI5TUKDED FOR MOKE THAN ONE YEAR. 4�1 Q 4. DUKING GON5TKUGTION OF THE PROJECT, 501L STOCKPILES SHALL DE 5TA15ILIZED OR PKOTEGTED WITH SEDIMENT TRAPPING MEA5UKE5. THE APPLIGANT 15KE5PON510LE', FOK THE TEMPORARY PROTECTION AND ' 0 U) u> PEKMANENT 5TA151LIZATION OF ALL 501L STOCKPILES ON SITE A5 WELL W 0 Z O ID�A5 501L INTENTIONALLY TRANSPORTED FROM THE PKOJEGT 51TE. 00 5... A PERMANENT VEGETATIVE COVER SHALL DE E5TADLI5HED ON DENUDED z � Q a� N AKEA5 NOT OTHERWISE PERMANENTLY ,5TADILIZED, PERMANENT ® iJ I VEGETATION 5HALL NOT E GON5IDEKED E5TADL15HED UNTIL A GROUND D U N COVER 15 ACHIEVED THAT, IN THE OPINION OF THE KEVIEWEK, 15 UNIFOKM, MATUKE TO 5UKVIVE AND WILL INH101T EK0510N. W O v ENOUGH n Z •• X 6, STABILIZATION MEA51JKE5 SHALL DE APPLIED TO EARTHEN 5TKUGTUKE5 - O U. SUCH AS DAM5, DIKE5 AND DIVEK51ON5 IMMEDIATELY AFTER INSTALLATION. Z Q _ a 7. 5UKFAGE KUNOFF FKOM DI5TURDED AKEA5 THAT 15 GOMPRI5ED OF FLOW W FKOM DRAINAGE AKEA5 GREATER THAN OR EQUAL TO THEEE AGKE5 5HALL 0� DE GONTKOLLED DY A SEDIMENT DA51N. THE 5EDIMENT 15A51N SHALL DE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED W SEDIMENT LOADING FROM THE LAND-DI5TUKDING ACTIVITY. THE DEVICE OR SYSTEM DESIGN SHALL ACCOUNT THE W Q cl) OUTFALL TAKE INTO Z TOTAL DRAINAGE AREA FLOWING THROUGH THE DI5TUKDED AREA TO DE W - N 5EKVED DY THE DA51N. N a � cc z J L r 6. AFTER ANY S I GN I F I CANT KA I NFALL, SEDIMENT CONTROL 5TKUGTUKE5 I M p WILL DE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVIGE5 SHALL DE ® Q LL GOKKECTED IMMEDIATELY. .J Q V 1 J U q. GONCENTKATED KUNOFF SHALL NOT FLOW DOWN GUT OK FILL 5LOPE5 Z Q UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT > z I CHANNEL, FLUME OR 5LOPEj' DKA I N . 5TKUGTUKE. O m 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR U W W cc OTHER PROTECTION SHALL DE PROVIDED. W W 11. SEDIMENT WILL DE PREVENTED FROM ENTERING, ,ANY STORM DRAIN z SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE Z Z MADE OPERADLE DURING GON5TKUGTION 5HALL DE PKOTEGTED 50 THAT 5EDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM O W WITHOUT FIKST DEINC6 FILTERED OR OTHERWISE TREATED TO KEMOVE 0 a SEDIMENT. Zrn = 12. DEFOKE TEMPORAKY OR NEWLY CON5TKUGTED 5TOKMWATEK CONVEYANCE Q � V- CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND (n ANY KEQUIKED TEMPORARY OR PEKMANENT CHANNEL LINING SHALL DE O Z to INSTALLED IN 00TH THE CONVEYANCE CHANNEL AND RECEIVING CC 0 W) CHANNEL. L U N 13. WHEN WOKK 1N A LIVE WATEKGOUK5E 15 PERFORMED, PKEGAUTION5 SHALL DE TAKEN TO MINIMIZE ENGKOAGHMENT, CONTROL SEDIMENT TRANSPORT AND 5TADILIZE THE WORK AKEA TO THE &KEATE5T EXTENT P055IDLE DUKING GON5TKUGTION. NONEKODIDLE MATERIAL SHALL DE U5ED FOR THE GON5TKUGTION OF GAU5EWAY5 AND GOFFEKDAM5. .. Z EARTHEN FILL MAY DE USED FOR THESE 5TKUGTUKE5 IF ARMORED DY NONEKODIDLE COVER MATEKIAL5. o 14. WHEN A LIVE WATEKG0UK5E 'MUST DE CROSSED -0Y CON5TKUGTION W VEHICLES, A TEMPORARY STREAM GR055IN& CONSTRUCTED OF NONEKOD I DLE MATERIAL: SHALL DE PROVIDED. Q 15. THE DED AND �15ANK5 OF A WATERCOURSE SHALL DE 5TADILIZED Z U IMMEDIATELY AFTER WORK I IN THE WATERCOURSE 15 COMPLETED. L.L 16. PERIODIC, IN5PEGTION AND MAINTENANCE OF ALL SEDIMENT CONTROL Q 5TKUGTUKE5 MUST DE PROVIDED TO ENSURE INTENDED PUKPO5E IS ' 1 ACCOMPLISHED. THE DEVELOPER, OWNER ND/OK GONTKAGTOK SHALL DE CONTINUALLY KE5PONSIDLE FOR ALL SEDIMENT LEAVING THE PROPERTY. 0 WV SEDIMENT CONTROL MEASURES SHALL DE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. '5HALL N 17. UNDERGROUND UTILITY LINES DE INSTALLED IN AGCOKDANGE Z WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLIGADLE GKITEKIA' Q Q A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE `OPENED AT Z ONE TIME. �R V Q D. EXCAVATED MATERIAL SHALL DE PLACED ON THE UPHILL SIDE OF Z TKENGHE5, Ico / C. EFFLUENT FKOM DEWATEKIN& OPERATIONS HALL 13E FILTERED OR ..J PASSED THROUGH AN APPROVED SEDIMENT TKAPPINGr DEVICE, OR DOTH, AND DISCHARGED IN A MANNER ,THAT DOES NOT ADVERSELY Q, Q AFFECT FLOWING STREAMS OR OFF-51TE PROPERTY. D. KE5TA61LIZATION SHALL DE ACCOMPLISHED IN ACCORDANCE WITH W THESE RE6ULAT I ON5. iQ 16. WHERE GON5TKUGTION VEHICLE AC.'GE55 ROUTES INTERSECT PAVED PUDLIG KOAD5, PROVISIONS SHALL DE MADE TO MINIMIZE THE TKAN5POKT OF SEDIMENT DY TRACKING ONTO THE PAVED 5UKFAGE, WHERE SEDIMENT 15 TRANSPORTED ONTO A PUDLIC ROAD SURFACE WITH CUK155 AND GUTTEKS, THE ROAD SHALL DE GLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL DE REMOVED FROM THE KOAD5 DY Q p SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL of DISPOSAL AREA. STREET WASHING 5HALL DE -ALLOWED ONLY AFTER p SEDIMENT 15 REMOVED IN THIS MANNER. THIS PROVISION SHALL -j LL APPLY TO INDIVIDUAL 5U15D I V I510N LOTS AS WELL AS TO LARGER LAND-DI5TKIDUTING ACTIVITIES. -11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEA5UKE5 SHALL DE CO REMOVED WITHIN 30 DAYS AFTER FINAL 51TE 5TADILIZATION OR AFTER. ♦� CO THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF L THE REVIEWER. P15TUK13ED 501L AREAS RESULTING FKOM THE DISPOSITION OF TEMPORARY MEASURES SHALL DE PERMANENTLY o 5TADILIZED TO PREVENT FURTHER EK05ION AND SEDIMENTATION. 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM GON5TKUGTION SITE SHALL DE PKOTEGTED FROM SEDIMENT DISPOSITION AND EROSION. 21. PHASED PKOJEGT5 SHOULD DE GLEANED IN CONJUNCTION WITH CON5TKUGT ION OF EACH PHASE. 22. EROSION GONTKOL DESIGN AND GON5TKUC,TION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FDOT , ROADWAY AND TKAFFIG DE516N 5TANDAKD5. Q Z Q 23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE Q EROSION CONTROL CRITERIA DUE TO SITE 5PEGIFIG CONDITIONS. W - - U) 48 HOURS BEFORE DIGGING SHEET CALL TOLL! FREE 800-432-4770 C 1s 00T -1 1 SUNSHINE STATE ONE CALL OF FLORIDA, INC. ❑ BRDCE A. MOM, F:L PE #47529 OF 5 ❑ AARONJ, BOWLES,"FL PE #55313 02-373 7 o. 0 n N co Ln O 0 0 In 0 M M C t� a 0 O ,D A .cal M M N O N O WI \IJ I�---�1 �11 \-j LULZ� \IJ I W --�1 \IJ I L J. ; �- u LA I s r -�--N - ,� s91011'�,,` .. CORRIDOR CORRIDOR STAIRS �� STAIRS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ °'° ' a 97 t L ❑ P ---------------------------------------------------------------------------------------------------- � N N --------------------------------------------------- - - - - -- -------------------------- - - - - -- - - - -- - ------ ---- li o� o (77 CL y L -- --- -- -- - -- I - i._ - ` , r -- - --- ---- - -_ --J L- - - - - - - - - - - - - - - - - - - - - - J - ' ,17 2005 GROUND LEVEL FLOOR PLAN 1 �$ = i -o i OCT Xw 17 UNITS i c 0 1 -ID C., J � (D O cQ N Y v N C O O � 00 .C) C3 (L) C�l 0 n-, 0 W U) 0 � Q Q n N Architecture Engineering Construction 2200 Front St. Ste. 300 Melbourne, FL 32901 (321) 757-3034 phone (321) 757-3088 fax www.maiflorida.Com AA-0002419 EB-0006274 CG-0059791 SCALE AS SHOWN DRAWN CFA CHECKED ---- APPROVED : ---- DATE : 01-06-2005 PROJ. NO. 05-004 FILE 05004_A-1 TITLE FLOOR PLAN EXT. ELEV. DRAWING NO. OF N 0 Ln N O 1 Cm Ln 0 M i M c f0 Q- L O U- M n M i N O O r O I U Q U_ E O J LL Q z Q 0 W CIS C� W 0 � Q Q Z Q Q m UJ Architecture Engineering Construction 2200 Front St. Ste. 300 Melbourne, FL 32901 (321) 757-3034 phone (321) 757-3088 fax www.maiflorida.com AA-0002419 EB-0006274 CG-0059791 SCALE AS SHOWN DRAWN CFA CHECKED ---- APPROVED ---- DATE : 01-06-2005 PROJ. NO. 05-004 FILE 05004_A-2 TITLE FLOOR PLAN EXT. ELEV. DRAWING NO. 2 OF � 0 C) c 'Q N \ Q \ M FND 3/4" I.P. S32'14'1 YE 10.25' 27.13'W & 0.17'S i EXISTING VEGETATION ALONG SHORELINE CONSISTS OF CORD GRASS ALONG 12, z \ \ 58' BULKHEAD. NO OTHER VEGETATION IS F� FC LEGEND \ \ 1 �Oi 3' EXISTING OR PROPOSED. Wr uyNOi�o, C/L CENTERLINE \ ' `.i"t15',1�"E � / S25'59'22"E 25.39' 'LLo�o R/W - RIGHT OF WAY CONC. - CONCRETE ��\ N�'501 o,�owow ELEV. MHW LINE ELEVATION \ \ _ �. — j` _ _ \ ♦ ELEV.- 0.55' NGVD �R WE NGVD NATIONAL GEODETIC I \ � \ VERTICAL DATUM i w wo WE POB - POINT OF BEGINNING �p`C�� \ �' ' �O� \\ a aW aocx W OCR p/ ` _ a a , oR\ „ 52.2.0 \ wpm Q POC POINT OF COMMENCEMENT p E \ E P - EDGE OF PAVEMENT 1 �i 1 plr� \ E 15S1NG �0�/ \\ S22'S7'38"E 22.75'-oN-aa MHW - MEAN HIGH WATER / �Nt7 O<}+ 5 \ N' t2• \\ EXISTING WOOD RETAINING WALL 4 ® t Lo co A/C - AIR CONDITIONER 0.50 VV - / / \ PAum \\ AND DECKING (TO REMAIN) FND FOUND I.p, - IRON PIPE i / SED LOCATION OF I.R.C. IRON ROD &CAP ,\ ® WELL CE (SEE DETAIL) t M \ S62'02'18"E 15.00' / �'. PALM \\ / Q O C.M. CONCRETE MONUMENT { C.B.S. - CONCRETE BLOCK &STUCCO J \\ `�' S72'58'01 "E 12.95' O _ I STY - STORY J J /\% O (D) - DESCRIPTION \\ / M N J J \� CLUSTER \\ N Q m (M) - MEASURED -p J ABANDON EXISTIN WELLS \ (P) - PLAT Q J O ` REMOVE EXISTING ILDI o m -� m -� O J PER S.J.R.W.M.D. S ANDARDS DRIVEWAYS AND DECKING \\� � J G d 1 J \ �\ LIGHT POST - WATER METER J J \ n I P/�\ ' `� - WOOD UTILITY POLE \ _ S26'15 21 W 26.71 - SEWER CLEANOUT G / V V° - HYDRANT N'j3 `^1 J J \ 12" "ISALM \\\ J \ \ �S01'41'22"W 24.54' 7 � M 00 — — — — —— L W 0 0 -------- — , WOOD DOCK (PILINGS ONLY) - 0 �J \ ------------ Q to 1. g o \ a 'o, PILINGS OR REMAINDER OF ® W V / \\ DOCK NOT FIELD LOCATED 0 i Z TIKI MA j REMOVE EXISTING S43'04'03"E 24.26' n z N Z TQ rrnn C LL \ / DRAINAGE f V _ t2' v \ EXISTING WOOD RETAINING z Q 9L PALM WALL (TO REMAIN) / W 06 SITE DESCRIPTION: \ 12• REMOVE E STING BUILDI G �PA AYS ND PATIOS , „ GAL DESCRIPTION: INVOLVES CONSTRUCTION AND DEVELOPMENT OF A \ DRIVEWAYS S02'25 02 E 16.62 LE THE PROPOSED PROJECT IN C� N PARCEL #1 18 INCLUSIVE, OF BRADDOCK MOTEL. INFRASTRUCTURE IMPROVEMENTS CONSIST OF PARKING, STORMWATER \ `� WESTERLY 10.25 FEET THEREOF, REPLAT OF LOTS 10 AND RETENTION TRACTS, DRAINAGE PIPES AND STRUCTURES. CONSTRUCTION OF O J� LOT 1; LESS THE WES RANGE 39 EAST, CITY OF \ v_ SUBDIVISION OF PART OF GOVERNMENT LOT 5, SECTION 6, TOWNSHIP 31 SOUTH, HE PUBLIC THESE FACILITIES WILL INVOLVE CLEARING, GRUBBING, FILLING, EXCAVATION, \ d — N N a SEBASTIAN, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 81, OF T GRADING AND STABILIZATION. POTENTIAL POLLUTION SOURCES INCLUDE SOIL 2 C TEMPORARY DEWATERING, AND DISCHARGES FR OM \ WELL ��0 S21'18'23"W 16.63' J ,� c FLORIDA;SILTATION, TEM ® � 'a � COUNTY, EROSION AN 6�, � J CO ER VER I RECORDS OF INDIAN RI f TOGETHER WITH; CONSTRUCTION EQUIPMENT (i.e. OIL, GAS). THE CONTRACTOR SHALL INCORPORATE \ EL 2 LOT 2 OF SAID REPEAT OF LOTS 10 TO 18 INCLUSIVE OF BRADDOCK SUBDIVISION, ACCORDING BEST MANAGEMENT PRACTICES AND EROSION CONTROLS AS SHOWN OR NOT \ EXISTING VEGETATION ALONG SHORELINE ® ® u. PARCEL # RECORDED IN PLAT BOOK 2, PAGE 81, OF THE PUBLIC RECORDS OF INDIAN RIVER N THIS PLAN TO MINIMIZE ES ELIMINATE THE POTENTIAL FOR POLLUTION \ CONSISTS OF CORD GRASS ALONG J Q PLAT THEREOFAS RECO 0 ( v T 0 THE cS' BULKHEAD. NO OTHER VEGETATION IS � � J U V ALL / EXISTING OR PROPOSED. � Q COUNTY, FLORIDA; DISCHARGES. THE CONTRACTOR SH ALL BE RESPONSIBLE TO PERFORM A \ E Z TOGETHER WITH; WORK AND MAINTAIN ALL DEVICES IN ACCORDANCE WITH F.D.E.P. N.P.D.E.S. �� W PARCEL #3 STANDARDS, AS WELL AS PERFORM ALL NECESSARY INSPECTION AND REPORTING. �� \l o S07'15'43"W 18.00' 0 In O AN UNNUMBERED LOT AS SUCH IS DESIGNATED ON REPLAT OF LOTS 10 TO 18, INCLUSIVE, OF BRADDOCK - EXISTING WELLS 8 I RANGE 39 EAST, CITY OF � \ - � U N W � SUBDIVISION OF PART OF GOVERNMENT LOT5, SECTION 6, TOENSHIP 31 SOUTH, \ a P M.D. STANDARDS 0 3 SEBASTIAN, WHICH SAID REPLAT WAS FILED APRIL 23, 1947, AND RECORDED IN PLAT BOOK 2, PAGE 81, IN THE W Z FLORIDA, THE WESTERLY � � ONE OFFICE OF THE CLERK OF THE CIRCUUIT COURTOF INDIAN RIVER COUNTY, \ OF ABPN o RN Q� 1 0 I S29'03'28"E 12.04' J z� BOUNDARY LINE OF SAID LOT IS THE EASTERN BOUNDARY LINE OF U.S. HIGHWAY N0. 1, THE EASTERN \ W f E OF SAID LOT IS THE SHORE LINE OF THE INDIAN RIVER, THE NORTHERN BOUNDARY LINE NORTH R / BOUNDARY LINE DESIGNATED ON SAID REPLAT, EXTENDED EASTERLY O_ ♦ \ w Z E NORTH LINE OF LOTS 1 AND 2, AS DE OF SAID LOT IS THE \411f _ BOUNDARY � 11• S11'38'43"E 3.45' m c� a ACROSS SAID HIGHWAY AND TO THE SHORELINE OF THE INDIAN RIVER, AND THE SOUTHERN BOUNDA f BOUNDARY LINE OF LOTS 1 AND 2, AS DESIGNATED ON SAID REPLAT, \ » PALM Z LINE OF SAID LOT IS THE SOUTH BOUND INDIAN RIVER, AND SUBJECT TENDED EASTERLY ACROSS SAID HIGHWAY AND TO THE -SHORELINE OF THE t2' 11 J r \ PALM PALM EX TO THAT CERTAIN RESERVATION IN OFFICIAL RECORD BOOK 696, PAGE 691.. 12• , M� / S11'38'43"E 22.09' � 12- TOGETHER WITH \ to PALM 102•Q-Q' � �\ O Z IA - PARCEL #4 EST RIGHT OF WAY OF \ PALM , 39,+ E , �0 / a , O 01 0+� . ` N FROM THE INTERSECTION OF THE CENTERLINE OF WASHINTON STREET AND THE A P;, DIXIE HIGHWAY, SAID ROAD RIGHT OF WAY BEING 66.00 FEET IN WIDTH, SAID POINT OF INTERSECTION „t \ \ _ S0_1 PALM 12• 7 , g5. 10 OLD '1 J POINT OF BEGINNING; THENCE RUN S25'08'S9"E, A DISTANCE OF 192.94 FEET ALONG SAID -J !\ �"• PALM J . THE TRUE 1 / � N�$• PPIM BEING �� EAST RIGHT OF WAY LINE TO A POINT, SAID POINT BEING 20 FEET SOUTH, MEASURED PERPENDICULAR FROM \ NORTH RIGHT OF WAY OF ABANDONED 30 FOOT STREET, THENCE .N 78'12'41"E, A DISTANCE OF 95 FEET \ FND IRC 3435 �o• J J \ THE N 5 WATER LINE OF THE INDIAN RIVER; THENCE \ 6 a5 1.36'W & 0.18'N MORE OR LESS TO THE APPROXIMATE MEAN HIGH W DIRECTION TO THE INTERSECTION WITH A LINE THAT � VED OR\VE g•01'3g,E �� 10• J MEANDERING THE INDIAN RIVER IN A NORTHWEST DIRE 1"yy A DISTANCE OF 132 FEET sea\p I '"" PALM-., / BEARS N73'15'31"E FROM THE ORIGINAL POINT OF BEGINNING; THENCE S7315 3 O� \� AA pA \ J BA N73'15'31"E OF THE TRUE POINT OF BEGINNING; 0"o �X\Sj\NG REMOVE EXISTING C Q A POINT SAID POINT LYING 51.57 FEET �r35 \ r J ® A MORE OR LESS TO AN INTERSECTION WITH THE EAST RIGHT OF WAY LINE 1 N , DRAINAGE 7T18'30"W A DISTANCE OF 52.25 FEET TO G �\ ' FND IRC 3435 ` \ 4 ♦ - � �S20'10'44"E 39.71' � THENCE S ` GD OF OLD DIXIE HIGHWAY; THENCE S25'08'59"E, A DISTANCE OF 3.73 FEET TO THE POINT OF BEGINNING, ALL 0.22 WEST \ a T INDIAN RIVER COUNTY, � �i f�� AS I ♦ ROCK \\I \\ ` CORD GRASS ALONG BULKHEAD TSDe SITUATE, LYING AND BEING IN SECTION 6, TO2 CL 31 SOUTH, RANGE 39 E �O Q^ 1 p, V O A 2' \ v EXISTING 1� \\ NO OTHER VEGETATION E S FLORIDA. O� 57 5a, M r t2» PALM PARKING AREA �(`1 \` - 1 � Q , � P� 12 ., PALM \ \\ MHW LINE 15-7•50 PALM REMOVE EXISTING DRIVEWAY ELEV.— 0.55 NGVD 39' �--�� PALM d PARKING AREA \\ iR5 0 2 AB N a'o ' — PALM \ _ z _ ' PALM >C �j\ S2132,26 „ E 30.12' O PALM 21 32• Q OAK \ \ PALM OAK REMOVE DRIVEWAY . • � • cr` � � � � RETENTION � oAK(TO BE REMOVED) _ 6, POND OAK » a OAK ALM PALM / SET IRC PO.`, . 18 t LB 6905 % \\ \ a. \ N'8'�1 3g PALM \ A OAK OAK `v\ ♦ W a I \\ \ \\ \ \ „ \ " \ \ ,I 26 \ • • FND 3/4 � 10. \ 91 \ \ \\ \ \\ \ I.P. 10' i PALM 10• PALM \ \ Ahl. C.O. iwo \ \\ \\ \ PALM - 0 � t5 1 � X \ V A\ \\ *PALM N : OAK PROPOSED LOCATION -OF V A FND IR 6426 RETENTION TO REMAIN 8 \\ \V A SILT FENCE (SEE DETAIL) \ EXISTING \ \ \ PROPOSED LOCATION OF \ � \ / + 0.68' W ST FOR TEMPORARY CONSTRUCTION uj SILT FENCE SEE DETAIL) PAS, ' 28" PALM SAN, C.O. A �� 67 5 AND EROSION CONTROL PURPOSES \ \ \ \ V { REMOVE AING HOUSE OAK FND IRC \ V A\ AV \ A \ \ ' AND PATIOS 16• a a 12. 0.21' NORTH N/ \ \ V A\ \\ \\ \ c ' 2 \ \ REMOVE PORTION OF EXISTING OAK PALM \ \ % O SIDEWALK TO INSTALL NEW 11• / V A � \ \ Y. SLOPE NEW SIDEWALK *PALM '�, \ \ \ \ \\ \\ Z \ \ DRIVEWAY. \\ AT 1:12 MAXIMUM TO MATCH O" o" Q \ \ \\ SIDEWALK 10• 22" t2" PALM'' i G ©\Rj pR\vE \\ \\ O \ \ EXISTING S l \ \ \ \ \\ G \ 10» PALM \ {' d OAK 14" PALM PALM EjC\S�N ` �— \ \ L. Lk L (— OJ \\ O \ �1 PALM PALM 12' ` 1%O.6 / ` \ \ LL \\ \\ \ \ N 32' \ PALM \ \ \\ \ \ \ s OAK I 12• „E 16 \ \ \\ \ `ems' ' 39 \ \\ \\ ut \ \ ��- , ®WELL PALM\\ \ Wo c \\ V \ \\ \\ \\ \ \ 4sPA \ \ \\ \\ \` i \\ \\ V co W ABANDON EXISTING WELLS � � \ _ 70� PER S.J.R.W.M.D. STANDARDS \ \ \\ \\ \ \ O PALM \ \ \\ \\ PALM PALM \ t,G \\ \ \ \ 12' 10" o \ EX1S CUZ \ \ \\ \ \ \\ P�LOtA � 47 '25 50' ', \ CURB z \ \ \ \ \\ \\ \ I z \ \ \\ \\ \\ °. FND C.M. EXISTING CONDITION PLAN N � m SHEET cl ------- � �:• ° EXISTING 6' WIDE II ' • •• CONCRETE SIDEWALK Is SITE INFORMATION \ 6' WIDE CROSSWALK PER OWNER PARKING DATA (WEST SIDE) ` FDOT INDEX N0. 17346 t\Oi a3 58 i2� 13' DAMIAN GILLIAMS PARKING REQUIRED :MOTEL = 1 SPACE/ROOM + 1 SPACE/400 SF ACCESSORY '. HIGHWAY 1, SUITE A5 _ 2 ROOMS = 22 SPACES 30" R1-1 STOP SIGN 1623 US (1/ROOM x 2 ) SEBASTIAN, FL 32958 (772) 589-7368. 24" WIDE STOP BAR N�% ' \ ♦ - ROVIDED = 27 SPACES (26 STANDARD AND 1 HANDICAPPED) PAINTED WHITE � f � �jb L`5 MHW LINE PARKING P 0 } - PROPOSED WOOD ♦ ELEV. 0.55' 'NGVD ♦ „ 52.25 ,( C DUMPSTER ENCLOSURE A SURVEYOR I G E 25 �Mi HOUSTON, SCHULKE, BITTLE & STODDARD, INC.' &® PARKING DATA (EAST SIDE) .00 ' T 18 ,12"E 52'0.0 �, 1717 INDIAN RIVER BOULEVARD ® PARKING REQUIRED :MOTEL = 1 SPACE/ROOM / l SUITE #202-C / -j7' 4 \ EXISTING WOOD OFFICE = 1 SPACE/200 SF f RETAINING WALL VERO BEACH, FL 32960 BREAKFAST & OUTDOOR DECK AND SEATING AREA/BAR AREA/ (772) 794-1213 POOL DECK (LESS POOL) = 1 SPACE/400 SF ACCESSORY ZONING (1/ROOM x 17 ROOMS) + (1/200 x 500 SF) C COMMERCIAL RIVERFRONT (WEST SIDE); + [1/400 x (330 + 2,870)] = 28 SPACES CWR COMMERCIAL WATERFRONT RESIDENTIAL (EAST SIDE) PARKING PROVIDED = 29 SPACES (24 STANDARD, 3 COMPACT AND 2 HANDICAPPED) LAND USE AAA PARKING DATA (TOTAL) REQUIRED = 22 + 28 = 50 SPACES ® MOVE EXI TING CITY RIVERFRO j LIGHT ANO POST TO NEW AREA �S 4�Z- AS SHOWN WITH ARROW. T' i N V o \ i / P PROPOSED PROJ CT ♦ ' \ I.D. SIGN LOCATIO / / \v COMMERCIAL PARKING = PARKING PROVIDED 56 SPACES STANDARD, 3 COMPACT AND 3 HANDICAPPED) / / G� ( 50 / BUILDING HEIGHT SHE SAWCUT/MATCH EXISTING �2 ® / EDGE OF PAVEMENT t G HEIGHT 35' MAXIMUM \N U3 �pRi \ PILINtiS OR REMAINDER OF WEST SIDE BUILD ING �- 0� O F ® DO (SEE DETAIL BELOW) EAST SIDE BUILDING HEIGHT = 25' .MAXIMUM ®CONSTRUCTION SCHEDULE 3'1-� 2a / START CONSTRUCTION OCTOBER 2006 / \ ♦ ® c'' S�P20 ©pFPS 11 END CONSTRUCTION DECEMBER 2007 O+ R I� / / c!� "Y OSE P\GE J\G� OVA•(\�G O 1 EXISTING SITE DATA (WEST SIDE) S ' �, 6 Q�R \GF oFvSER `SE N\� P REFER TO O.R. BOOK DOCK PAGES Ac = 0% SITE ADDRESS = 28,361 SF , - 0.65 100 _ / � OtP. y0 � �F PS PeO�F, lU 2116 AND 2117 FOR DOCK LEASE. SITE AREA 930 SF = 0.02 Ac ' = 3.3% i BUILDING AREA = 1034 & 1109 INDIAN RIVER DRIVE / / �tJ'_ \ 0� �i9 �}N\� • . • CONCRETE AREA = 910 SF = 0.02 Ac = 3.2% SEBASTIAN, FLORIDA 32958 ` �c9- ` PAVEMENT AREA - = 0 SF = 0.00 Ac = 0.0% > p Opel S\ pNG WOOD DOCK (PILINGS ONLY) 1 730 SF = 0.04 Ac = 6.1 % .42 to � � Q� 0 �• EO S O��z: STABILIZED AREA - ® PERMITS REQUIRED \ TOTAL IMPERVIOUS AREA = 3,570 SF = 0.08 Ac = 12.6% �i >♦� �� NPNO\ Q�26 d•�2 TOTAL OPEN AREA = 24,791 SF = 0.57 Ac = 87.4% CITY OF SEBASTIAN SITE PLAN APPROVAL �® DESCRIPTION OF USES IMPERVIOUS AREA TO BE REMOVED) = 3,570 SF CITY OF SEBASTIAN LAND CLEARING PERMIT - \ a ♦ > > QER +,'�L • Nv� CITY OF SEBASTIAN DRIVEWAY PERMIT 1. MOTEL 39 ROOMS FOR SHORT TERM RESIDENCY. ESTIMATED FIVE Q. �� S PAR • • ' ��Q �\�\ � PROPOSED SITE DATA (WEST SIDE) INDIAN RIVER COUNTY UTILITY PERMIT EMPLOYEES, NO COMMON VEHICLES. (PRINCIPLE USE) 40C-42 DISCHARGE PERMIT 2. OFFICE/BREAKFAST SERVICE - CHECK -IN/ CHECK OUT FRONT DESK ♦ / ` Q �' 6'. O' S.J.R.W.M.D j 0% EATING AND SERVICE AREA FOR SITE AREA = 28,361 SF 0.16 Ac 100. F.D.E.P. N.P.D.E.S. N.O.I. AND MANAGERS OFFICE, PLUS A S BUILDING AREA = 7,052 SF = 0.16 Ac = 24.9% CONNECTION CONTINENTAL BREAKFAST FOR THE MOTEL PATRONS ONLY AND SHALL EXISTING POOL SHALL BE REQUIRED® - - 1 Ac = 1.0% F.D.O.T. DRIVEWAY C � > ' • � �' •... :. G2 i TO OBTAIN PERMITS FROM F.D.O.H. - 0.0 SALES. OFFICE -PRINCIPLE, BREAK- O \ �� " > Q ~ CONCRETE AREA - 291 SF EXCLUDE FOOD AND BEVERAGE ( ` ♦ .: ;:••• • �..,rf.••.�...::� L PAVEMENT AREA = 11,824 SF = 0.27 Ac = 41.7% F.D.O.T. DRAINAGE EXEMPTION / 0 • • `� ? : �• • PRIOR TO ISSUANCE OF C.O. FOR 0 SF = 0.27 Ac = 1.7% FLORIDA D.O.T.DEPARTMENT OF HEALTH PUBLIC SWIMMING POOL FAST SERVICE -ACCESSORY) \ - �:`: o STABILIZED AREA - -\ POOL USE. AREA = 19,167 SF = .0.44 Ac = 67.6% 3. BAR - DRINKING ESTABLISHMENT FOR MOTEL PATRONS ONLY TOTAL IMPERVIOUS A ` s : ACCESSORY USE). �S i �rn ♦ O. ��" ��% o TOTAL OPEN AREA = 9,194 SF = 0.21 Ac = 32.4% FLOOD ZONE ( ) ' a . AND POST 5 oJ,� CARD CONTROLLED GATE.® ~ "A 7.0" EAST SIDE 4. OUTDOOR SEATING - OUTDOOR SEATING AREA FOR MOTEL PATRONS ADD NEW LIGH J �.�, ,�. a..:., �, SECURITY ACCESS SURVEY SITE LIES IN FLOOD ZONE X (WEST SIDE) AND E ( ) ONLY FOR BREAKFAST AND/OR RIVERVIEW AND POOL SIDE SEATING > TO MATCH EXISG LIGHT SITE DATA (EAST SIDE) PER FLOOD INSURANCE RATE MAP NO. 12061CO077 G. DATED JUNE 30, 1999. -� ER CITY RIVERF ONT 2� >� �"�' '�-'� ''' •• ®® EXISTING - - (ACCESSORY USE) �- o ,• , a.,•:.,,. = 34 072 SF - 0.78 Ac 100.0% �PECiFiCATIONS A�SHOWN SITE AREA 5. DOCKS CURRENTLY DAMAGED BY STORMS AND UNUSABLE. DOCKS �� 62 SF = 0.05 Ac = 6.0% SHALL BE REPAIRED AND PROPOSED FOR PATRON USE ONLY. ALL 1 1(�► �O_ y :',,• 2 0 ';;-':`�; BUILDING AREA - 2.0 SURVEY BENCHMARK CONCRETE AREA = 1,084 SF = 0.02 Ac = 3.2% DOCK SPACES SHALL BE TRANSIENT ONLY. NO DOCK SPACES SHALL Q 6� ®♦ \`• i •: } PAVEMENT AREA _ 4,022 SF = 0.09 Ac = 11.8% ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NGVD 29. BE FOR THE INTENT OF SALE OR LEASE. THE TOTAL NUMBER OF > �¢ ' EXISTING WOOD STABILIZED AREA = 3,638 SF = 0.08 Ac 10.7% BENCHMARK=USC & G F-200 DOCK SLIPS IS 15. (ACCESSORY USE) 0, AREA = 190 SF = 0.00 Ac = 0.6% 6 OJ TIKI BAR A � ® �p / '••• ''•• RETAINING WALL TIKI DECK AREA = 1,410 SF = 0.04 Ac _ 4.1% ..,4.; = - REVISION NOTES �� `�`-o ` �. , t� '• G POOL AREA = 68o SF - 0.02 Ac _ 2.0% WASTEWATER SOURCE ® FIRE R �>\ TOTAL IMPERVIOUS AREA = 13,086 SF = 0.30 Ac 38.4% 1. COMMERCIAL BUILDINGS SHALL POST A MINIMUM 6' NUMERICAL TOTAL OPEN AREA = 20,986 SF - 0.48 Ac - 61 INDIAN RIVER COUNTY UTILITIES GRAVITY SEWER MAIN ADDRESS. IMPERVIOUS AREA (TO BE REMOVED) = 10,806 SF �� O�1 O. .� �p� ♦ y DECORATIVE 4' HIGH ALUMINUM I WATER SOURCE +9_ PACKET SECURITY FENCE d9 ® PROPOSED SITE DATA (EAST SIDE) INDIAN RIVER COUNTY UTILITIES WATER MAIN FLOOR AREA RATIO SITE AREA 34,072 SF = 0.78 Ac = 100.0% EAST PARCEL: WEST PARCEL: I = 8,442 SF = 0.19 Ac = 24.8% FIRST FLOOR = 8,442 SF FIRST FLOOR = 7,052 SF ` �O. BUILDING AREA _ =NUMBER(S) o �_ p - - .01 Ac 0.6% PARCEL I.D.LD = SECOND FLOOR = 7,052 SF _ SF 0 TAX P 442 SF 05 8 2 SECOND FLOOR c� S CONCRETE WALKS 8,020 SF = 0.18 Ac = 23.5% \ PAVEMENT AREA 0 SF = 0.00 Ac = 0.0% 31-39-06-00007-0000-00009.0 TIKI BAR = 190 SF TOTAL 14,104 SF S kp ` 6- STABILIZED AREA = 31-39-06-00009-0000-00001.0 TIKI BAR AREA = 190 SF = 0.00 Ac = 0.6% TOTAL 17,074 SF O 4 = 1,410 SF 0.04 Ac = 4.1% 31-39-06-00009-0000-00002.0 RE TE P WE POL TIKI DECK AREA 31-39-06-00009-0000-00002.1 SITE AREA = 34,072 SF SITE AREA = 28,361 SF SAWCUT/MATCH EXISTING �!y GREEN A POOL AREA = 680 SF = 0.02 Ac = 2.0% F.A.R. = 0.50 F.A.R. = 0.497 EDGE OF PAVEM NT O. 1,020 SF = 0.02 Ac = 3.0% F.A.R. ALLOWABLE = 0.50 MAXIMUM F.A.R. ALLOWABLE = 0.60 MAXIMUM: POOL DECK AREA TRAFFIC STATEMENT (WEST SIDE) MOVE EXISTING {TY 1RIVERFf�ONT O O. -J �� = 19 967 SF = 0.46 Ac = 58.6%LIGHT AND POS TO ` NEW A 6,, TOTAL IMPERVIOUS AREAOTE: AL OPEN AREA = 14,105 SF = 0.32 Ac = 41.4% RESORT HOTEL = 18.4 TRIPS/ROOM NOTE: Al S SHOWN WIT ROW. TOT � >� 1 EXISTING CONCRETE ADT 18.4 TRIPS/ROOM(22 ROOMS) = 405 ADT FLOOR AREA INCLUDES ALL INTERIOR FLOOR AREA INCLUDES ALL' INTERIOR �6' WIDE CROS ALK P AREA, STAIRWAYS, Y, AREA, STAIRWAYS, KIOSK AND COVERED O. RETAINING WALL PROPOSED SITE DATA (TOTAL) KIOSK, ES ANDwA ® COVERED WALKS, BALCONIES AND WALKS. FDOT INDEX S ® SITE AREA = 62,433 00 SF 1.43 Ac 100.0% A TRAFFIC ST TEMENT (EAST SIDE) OUTDOOR SEATING. APROPOSI=B' WiDE �� EAST BUILDING AREA = 8,442 SF = 0.19 Ac = 13.5% EA _ 8. TRIPS ROOM CONCRETE SIDEWALK = SF = 0.16 Ac = 11.3% RESORT HOTEL 1 / WEST BUILDING AREA 7,052 ` G 94 TOTAL BUILDING AREA = 15,494 SF = 0.35 Ac = 24.8% - ADT 18.4 TRIPS/RO M(17 ROOMS) = 313 ADT - EAST CONCRETE AREA 205 SF = 0.01 Ac 0.3% \ �1 = 0.01 Ac = 0.5% �4i ? OVMA CHOEXWTING♦ INEOTDTA L ` �� WEST CONCRETE AREA _ 291 SF P TOTAL CONCRETE AREA 496 SF = 0.02 Ac 0.8% ®TRAFFIC STAT ENT (TOTAL) 5a' M a? / !, ,� �OCATIO S ON NDIA R R D IVE) T F EAST PAVEMENT AREA = 8,020 SF = 0.18 Ac = 12.8% 157 / WEST PAVEMENT AREA 11,824 SF = 0.27 Ac = 18.9% ADT 405 (WEST SIDE) 313(EAST SIDE) = 718 ADT (363 �h �2 1 MHW LINE - Ac = % 1 O Y F`-GFt�OA 5� 50 P / ♦ 1 J'� ELEV.= 0.55' NG� TOTAL PAVEMENT AREA = 19,844 SF - 0.45 31.7 C, ` CGVN� ' 39"E 1 , EAST STABILIZED AREA = 0 SF 0.00 Ac 0.0% N WEST STABILIZED AREA 0 SF 0,00 Ac _ 0.0% AN RAVER i$'01 / / - 0 ♦ SAWCUT MATCH EXIST) G O N / 10 000 A0DGE O PAVEM NT U'- -O ' AREA - 0 SF = .c = .0% O �N�� / C S Aj SR 1; �♦ 9 6 �P\�S' C9. TOTAL STABILIZED - \ 1 ON P AGE % Sp P _ �� ♦ n S 2� TIKI BAR AREA = ,41 SF = 0.04 Ac 2.3% 24" WI ESTOP AR ` r ` 1,410 SF = 0.04 Ac = 2.3% n D D � BOOK 2, ' � � � TIKI DECK 680 SF = 0.02 Ac = 1.1 % j'� POOL AREA = 1,020 SF 0.02 Ac 1.6% \ Q S� PEA i 2 _ _ POOL DECK AREA = � 1 1 \ 1 _ - 0 Ac = 62.6% / � PROPOSED PROJECT � PAINTED WHITE d9 1 f, _ - 0.9 / I.D. SIGN LOCATION c9_ 9 134 SF TOTAL IMPERVIOUS AREA 3 \ TOTAL OPEN AREA 23,299 SF 0.53 Ac = 37.4% ZS. � 50, S AT 1 = 8 N ♦ R 30" 1-1 ST SIGN ® VARIANCES 157 ,i $ S pCE R f01'3g„E I `sc} ` ♦ �o VARIANCE GRANTED BY CITY COUNCIL AUGUST 3, 2005 FOR _ LANDSCAPE STRIP WIDTH OF 10' N7 5' / >, W REDUCTION OF REQUIRED 147 2 `� TO 5' FOR NORTH PROPERTY LINE OF WEST PARCEL ONLY. 12' MOVE EXISTING ITY RIVER RONT > � LIGHT AND POS To NEW A EA ® - 1 �� E 91.26 \• ' 6, - g0' co HANDICAPPED S N ♦AS SHOWN WITH ARROW. / AT 0 PER FTP-26 (ST .) - \ 1� N7a•01 3g RKWG LDT 12 I ♦ \ s OSEO P�F 2) ® a' iER E SAWCUT/MATCH )STING �O �. 10i8 ?go?T(P RMWA p,CS \ - LIGNj 20 N SSO MENS iR s. DGE OF PAVEMEFT \\ 3� R1-1 STOP SIGN cA 20+ N O N ANAGE DETECTABLE WARNING RAMP W 30" R3-5R RIGHT 1.20 \ J cf! , .. PER FDOT STANDARDS (TYP.) �TU N ONLY SIGN BELOW 20 coo„ I AWIDE STOP BAR PA TED WHITE O' OR O '. �i EXISTING 8' WIDE 2 \ \ CUT MATCH EXISTING CONCRETE SIDEWALK SA / 0 S y706� ED OF PAVEMENT 2 Z 2 \ B EET LIGHTS \\ N� S 2 -vowLOT 4 f \ 20 \ ,to \ O • �10 .SITE PLANN \ 0 141.�5' / „is 4' 1 10 0 rl�a'01 531'f s \ ` RELOCATION OF CITY ST WILL REQUIRE FIELD INSPECTION AND APPROVAL BY THE CITY. CONTRACTOR SHALL COORDINATE WITH THE CITY REPRESENTATIVE PRIOR TO RELOCATION. I. 15 o CT 3 3 n 0 1 g U) g Z 11 11 N Q Q Q O m m -� ■ /� N ov ® N W U �� w Z U) w LL ��C Q Z a ® W oa C wZ a W -' N 04 00 J Qk O LL ® (� Jt�ii J_ Z I W 0 VI m WU cl)W° W w J Z (W W Z W 0 m Z = H a J � Q � Z m cc m G 00 N ch /i S OG \ \ \ * PROPOSED PROJECT® LOCATION 1049, PAGES I 4 3 3 3 p W �! Z \ G I.D. SIGN \\ • ' rn REFER TO O.R. BOOK 2116 AND 2117 FOR DOCK LEASE. oG o N EXISTING 6'-0" WIDE WOOD DECK o rn Z :. 010 I rn 48 HOURS BEFORE DIGGING mi 3 a CALL TOLL FREE -< i i4 w 16 15' 1-800-432 4770 r Z A EXISTING DOCK PLAN N . SUNSHINE STATE ONE CALL m ' ❑ BRUCE A. M /A, PE #47529 3' PE #55313 OF FLORIDA, INC. „ , O„ 1 = 30 - ❑ AARON J. BOWLES, FL cli EP 0 7 2006 O _ L 0 0 N Q 1- 0 0 J O W cn (1) W Q Q Q Q z Q 0 m w V) SHEET co*,%, 2 OF 5 02-373 In 0 0 EXISTING FIRE HYDRANT APPROX. 580 LF FROM Q M a o NORTH PROPERTY LINE M �� M r DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 10 10.20 7.50 7.00 TYPE "C" CATCH BASIN �k Q 10.20 7.50 7.50 7.00 TYPE "C" CATCH BASIN 7.50 MITERED END SECTION O 7.10 6.60 TYPE "C" CATCH BASIN ® 9.25 0 7.00 MITERED END SECTION 3.50 3.50 3.00 EXISTING BASIN © 6.25 1�7 6.25 3.50 3.50 3.00 TYPE "C" CATCH BASIN ® B.25 4.00 3.50 3.00 TYPE "C" CATCH BASIN 3.50 4.00 3.00 TYPE "C" CATCH BASIN O9 6.25 4.00 MITERED END SECTION 10 4.00 MITERED END SECTION 11 STORMWATER MAINTENANCE PLAN \ \ . N N En N THIS PROJECT USES AN UNDERGROUND EXFILTRATION SYSTEM \ \ \ \ \ Ll 0 -4oao 0 TO TREAT AND STORE STORMWATER RUNOFF, THIS TYPE OF \ \ SYSTEM REQUIRES ROUTINE MAINTENANCE IN ORDER TO \ \ \ \ FUNCTION AS DESIGNED, THE FOLLOWING MAINTENANCE STEPS \ \ `�� $3 5 �2� 13 �� 9L� 5, �1„ M I a s as w w SHALL BE TAKEN: .1 * < WW WW W� owo TOP OF WALL mm uiL N� Wow, WEEKLY \ EL = 5.74' c zo za 1. THE PARKING LOT SHALL BE SWEPT ON A WEEKLY BASIS. \ ' ♦� �� N F To \ \ •• 5ro. MHW LINE ALL DUST, DIRT AND DEBRIS SHALL BE DISPOSED O _ Q ®� PREVENT CLOGGING OF THE DRAINAGE SYSTEM.6.50 \ \ , 25, CD� G ♦ ELEV. 0.55 NGVD MONTHLY\ N77 •$ 12„E 2.2wo ..... Ads to A z 1. CLEAN AND MAINTAIN INLET SKIMMERS ON A MONTHLY BASIS / l \ _ • N77 O �� pERF' 12 �- EXISTING WOOD 0 AND AFTER SIGNIFICANT RAINFALL EVENTS. DAMAGED AND/OR i , / \ �� OF 12 NON- TEd pds N� \ RETAINING WALL M O 1 NON-FUNCTIONING SKIMMERS SHALL BE REPLACED. \ \ \ 6.40 5 Vf +pERFpRP TOP OF WALL EL = 6.00' M N 04 O ARTERY / / \ \ LJ 65 lF OF 12 c4 Q : ¢ Q :II QUARTERLY \ \ .25 0 O m -� m-5 1. INLET SUMPS SHALL BE CLEANED EVERY THE W--MONTHS. \ \ 2. THE EXFILTRATION SYSTEM SHALL BE VISUALLY INSPECTED •` AND MAINTAINED EVERY THREE MONTHS TO REMOVE ANY / GE \ \ ' tn� 6. 5 DEBRIS. / \� P� REMOVE E STING \ cS;40Id 3. QUARTERLY MAINTENANCE REPORTS SHALL BE SUBMITTED / P \ WATER MET S O > TO THE CITY OF SEBASTIAN ENGINEERING DEPARTMENT / O\\� \ \ �♦ - co CONFIRMING THAT MAINTENANCE HAS BEEN PERFORMED./ PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCU ANCY, \�I \/\1 \ \ O rr rn� V v \ \ U. �pRi � ` TOP OF WALL � � V � � � �k H-20 TRAFFIC BEARING GRATE A STORMWATER MAINTENANCE AGREEMENT MUST BE \ `� �, $"E s R p APPROVED BY THE CITY ENGINEER AND APPROPRIATE BOND G I ✓��•11 2 / �\ -s ��S 0 F C, EL = 6.00' r 1 W 0 m o (P �GE� ( 0 V Z 00 0 POSTED REGARDING THE EXFILTRATION SYSTEM. / \ ♦ 20 �' ° as F0 L1'5110 Op REFER TO C-2 FOR DOCK PLAN. _ t,.. Q aD R I V`� \ Q 5� R�\ P� P O REFER TO O.R. BOOK 1049, PAGES m \ Q. p� P�OGF QFF GS G� O�G�� O 2116 AND 2117 FOR DOCK LEASE. s 500�\ WOOD DOCK (PILINGS ONLY) - W Q \ \ ♦ 7.35 d Z PILINGS OR REMAINDER OF Z Q a \ \ - \\ ♦ ��A .� Nv� DOCK NOT FIELD LOCATED \\ \ \ �0 7.25 PAR ��; .. �'�� W obi \ \` P OPO D 2" VC j r .� .� Ci N PRO ERTY LINE WA ER VICE 20 ��'' Q M PRO ERTY LINE / \ .:.� .• Z \ ?' I N PRO ERTY LINE PROf�ERTY LINE I •' - IIQ \ ♦ m 6' 18' 22` 3' VARIES 5' \PPROPOSED M TER AND �" o. �` '`'. N G Z BACKFLO\V EVENTER -�J 6.9�5 •c. 1pto S 52510 STORMWATER DC ' ' GREEN 6' 18, 22' GREEN PARKING DRIVEWAYTRACT \ v �� 7.3 AREA . GREEN PARKING DRIVEWAY GO: EN CON PROPOSED GREEN AREA AREA I v�.\ \ \ : \ A EA WALK BUILDING I !'!: ti .`•;v'.:.. �n J U = AREA I >�+` \ 2 20 7.45 Vl.�J10.9v p . ,:• ; : Z ' I w I ��6 10.90 F F. = 10.95 10.45 .55 10.20 9.50 I gG \ �. \ ` ,,. 2 0 :`�,;. •-� O m 9 50 �� \ l \ �f ♦ �'y �1E`�P - ." '. u1 U N W PAVEMENT 3 3 D. \ \ % \ : ` J I SEE DETAIL ZLu PAVEMENT 2 SEE DETAIL J \ ` "�. ..' ,� W Z - \ 6', 6.25 7.2 \_ �.: Q SECTION �\_ A SECTION B B Jam\ /j g ocs EXISTIN WOOD m 0 a w .. \ / \ ® > NI G WALL Z = 2 \ > F RETAI � O � 7.3 Q -1 0.\ 7.45 z La PRO ERTY LINE CA IINDIAN RIVER DRIVE J \ \ PROPOSED 6" S\yVER > 20�\ 2 a 2. VARIES 5' 12, 8. 8• 10. 20• 5` 5• 5' 30' 15' 3' 19't \ SERVIG AT 1� S OPE fl 20 T OP OF WALL N N RICK PARKING CON GREEN CON PROPOSED DECK/PATI STORMWATER �� \ L = 5.85' PROPOSED STORMWATER GREE ROADWAY B O\ ONNECT EXISTIN SEW .20 A WALK AREA WALK BUILDING TRACT � \ NN LA RAL. PR VIDE o� Q ARE PAVER n BUILDING TRACT \ L � WALK 6.73 CO � \ C ANOUT. .� F.F. = 7.50' .0 7 F.F. = 7.50 6.50 6.20 1' eL 6.40 _ 6.20 VARIES ` 7,\ \ yo �J �� z ��• 1 25 400 4.00 5 5.74' TO 6.00' \ \ `n 3p, EXISTING CONCRETE 6.20 I �6 . 4.00 \ c5` \ EXISTING WALL \ \ �i 20 .45 RETAINING WALL 3 3 I I PAVEMENT SEE DETAIL 8 \ .75 \ �`' W 0 w SECTION D-D "�\-\ N �Rw�E R CYFLpS �01 39 E 15P 1�, � ' / ; ♦ \\ \ \ \ \ \\ lep \ \\ ♦ �c's. �O` f< 0 � RESECTION C-C YDRANT �CS \.20 05� 5$M o o. o o,\- MHW LINE ELEV.= 0.55 NGVDQa Qo�... 11 O ♦ �' 9 a \\1 �0, DIA 7$0.50 �♦ �� sa A \ O p AGE 1N N ' \` ` \ \ o > s A Al B� S 10,o 9 � \ 1 10.5 doy �.. LF ♦' TOP OF WALL V 2 NON' pER ♦ cS. z \ 57 50 '40S _ \ \ �\ \ \ C101 I •X12 ®TRAtP7CH E cS. � PROP SED 2"\REV 2' �RPZ B CKFLOVER 6.25 147.25 0.90 N EF� � \ NOTE: Q \ \ . • / pF 3 .12 3 \ 26 POND OUTFALL TO BE ^ / WI 160 �F .PEKE. Ads N O pSER OA 1Q1P� -O\ CONN TO ISTINq EWERg"E 1 TOP OF WALL i.i. \\ \ 10.50 „NON 10.7 STORM iRAC F �1 L S C LATERAL. PRO 0 N7$ O \ Ads N-12 Ads N.1 OF 12 GRMEN 2 t1 C/ \ o \ \ F A1Ed 5 �F ANp P S LEANO T. S - � NON,pER � „ pERFOR 0.92 I 4 1 2 2 F 1 \ :.. 10.9 5 LF � 160 1_F OF 10.72 \ C.O. �\ \ \ NOTE: 10,92 \ \ 1 • PROPOSED BUILDING ON EAST PARCEL �, O \ \ •.• O SHALL CONSTRUCT ROOF DRAINS ALONG LL. 10.50 ® _ \ \ \\ EAST SIDE TO RETENTION AREAS.. ROOF RUNOFF TO 10.42 X \ \ � \ R QT .�- PROPOSE 2 PVC \ \ \ 10.92 \ R WATER SERVICE W co \ p PROPOSED 6" -SEWER �' SERVICE AT 1% SLOPE 'fl \ tN12: 10.50 ` ,�S> �� 50 Bpi 8 v' 10.92 OP V ',14 g5 16g \ \ EXISTING FIRE HYDRANT W \\ G p R (22 _ / E \ \\ �•�= \ F�- EL ' N7$•01 3 � \ APPROX. 420 LF FROM Q FAN \ \ -VOW SOUTH PROPERTY LINE �� J , Q \\ 0.92 s LOT 4 Z off\ o Q_ O„ G a \ -7 .25 v �• Q G \ I- L SHEET C3 I ,A ID 0 Lo t o E DSCAPE LEGEND j� \ o - \ Q M a O N O ® UNDERSTORY TREES EXISTING TREES > \ PRUNE & TIE FRONDS TOGETHER WITH DEGRADABLE O O N UNDERS ® ' � n � � � M � ®CANOPY TREES TWINE (MINIMUM 6-8 FRONDS)I LIVE OAK TREE �� %�/ 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) r i CIGAR CUT PALM TREES ARE ACCEPTABLE I LIVE OAK TREE WAX MYRTLE >01a(TO BE REMOVED) (UNLESS OTHERWISE NOTED) 'I ' HIGH AT PLANTING)(6' HIGH AT PLANTING) FORM SAUCER WITH 3 CONTINUOUS EARTHEN 12 (t7 EAST, 29 WEST) (15 EAST, 19 WEST) RIM AROUND PLANTING HOLE 15" Q LIVE OAK TREE + - a t o m BUTTONWOOD 0 (TO REMAIN) ��'` N N N� NON SOUTHERN MAGNOLIA (WEST SIDE = PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT o 0 4 o00 0 HIGH AT PLANTING (6' HIGH AT PLANTING) = BALL. PLANTING PIT WIDTH SHALL BE TWICE THE o (12 H ) 2 8 CREDITS) 24 EAST 19 WEST (27 EAST, 39 WEST) 12- CABBAGE PALM ' - DIAMETER FOR ROOT BALLS 2' AND UNDER OR I � a , ) PALM T , - � v �Q �� U v ( P (TO BE REMOVED OR RELOCA ED) - 1 ( 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. ., - I�i�l-I1 '••_ , O - _-IIII W 0- WO WO a' a' a at aAn aW a a DAHOON HOLLY (BACKFILL AROUND ROOT BALL BY MIXING 1/3 SABAL PALMS TO BE BOOTED WHEN 16 C.T. OR LESS I I I II - ' _ PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL (12 HIGH AT PLANTING) (UNLESS OTHERWISE NOTED) -III' =� EAST, 9 WEST _ =1i��=1IU1=11 I (12 EA ) „ ,I _ + + + -II+ -PLANT TOP OF ROOT BALL EVEN WITH FINISHED 5 - 2"x4 x 18" WOOD BATTENS. DO NOT NAIL BATTENS i -I I I I I =IIII -I II II =IIII _ 'GRADE a ®®� ® CABBAGE PALM SHRUBS TO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN FND 3/4 I.P. ; ® RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE iPLACE ROOT BALL AT BOTTOM OF PLANTING PIT 27.13 W & 0.17'S ' (RELOCATED) ~ (18 EAST = 6 CREDITS FOR 6 VIBURNUM HEDGE _ BRACING 'ON UNDISTURBED SUBGRADE ® , CLUSTERS OF 3 PALMS) (3' HIGH AT PLANTING) _ ii 2 STEEL BANDS it DETAIL13, o 0 (18 WEST = 6 CREDITS FOR 6 SHRUB GROUNDCOVER ,PLANTING CLUSTERS OF 3 PALMS) „ N 04 v w MINIMUM 3 - 2 x4 WOOD BRACES SHALL BE N.T.S. �l?315'1�»E N Y w TOENAILED TO WOOD BATTENS 11 N13 01 I < c/) z II N Q AANDSCAPE DATA (EAST SIDE) Z MHW LINE 0 m m 5%0� ♦ ELEV.= 0.55' NGVD • TOTAL TREES REQUIRED 3„ MULCH N��•1$'30,E 2 5 1. TREES REQUIRED ALONG INDIAN RIVER DRIVE 5 CANOPY, 6 UNDERSTORY/100 FT(290 FT) = 15 CANOPY, 18 UNDERSTORY w \ LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(135 FT) = 7 CANOPY, 9 UNDERSTORY cJi FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN �7T Q 1 EXISTING WOOD ® 2. TRE ES REQUIRED ALONG NORTH PROPERTY L RIM AROUND PLANTING HOLE Q TY LINE = 5 CANOPY, 6 UNDERSTORY/ FT(91 FT) = 5 CANOPY, 6 UNDERSTORY FIN( ED RETAINING WALL U PROPER 2"x4"x24" WOOD STAKE REMAINING 3" ABOVE. GRADE / \ EXISTING VEGETATION ALONG SHORELINE ® 3. TREES REQUIRED SOUTH SOUTH= 0 CANOPY, 0 UNDERSTORY GRA ED O� 4. TREES REQUIRED ALONG INDIAN RIVER = NO TREES REQUIRED j ` CONSISTS OF CORD GRASS ALONG 6 CANOPY II / !' BULKHEAD. NO OTHER VEGETATION IS INTERIOR TREES REQUIRED = (29 SPACES)(1 TREE/5 SPACES) _ 2 EXISTING OR PROPOSED. . N 5. INTER - I I I I I- /\ PA r 1 z W 00 6. NON -VEHICULAR OPEN SPACE TREES REQUIRED = 1 TREE/2,000 SF (14,297 SF) = 8 CANOPY IIII (IIII ,s:a��? 4 ' _ V P V _ 00 440 LF(40%) = 176 LF ': _ f , 7. FOUNDATION PLANTINGS = CANOPY - - C / 1 NN ,: \ ll Q ® = 176 LF(1 CANOPY/10 FT) 18 CAN =(IIII= _ - IIII- P V/ 111d • cL s R ® (1J N = 176 LF(1 UNDERSTORY/20 FT) = 9 UNDERSTORY I =IIII( WRI,= II II _II�� BACKFILL AROUND ROOTBALL AS SPECIFIED E SHRUBS = (176 LF x 10 LF)(3 SHRUBS/10 SF) = 528 SHRUBS �•1� 2$ W 0 a TOTAL TREES REQUIRED = 102 TREES - a� ll / _ X PLANT ROOTBALL 2"-3" BELOW FINISHED GRADE \ �F p5� W 8. PERIMETER SHRUBS REQUIRED = 1 SHRUB/6 LF(226 LF) = 38 SHRUBS SIZE OF ROOTBALL WILL BE IN PROPORTION TO SIZE AND TYPE OF PALM IN RELATION TO SOUND NURSERY_,-, \ ` S�P\RS OFF�G`�g� F� SF Z Q a 9. TOTALS PRATICE SEO RF,P`' PLO P 1O G REFER TO C-2 FOR DOCK PLAN. ® PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ♦ ROPE P�F�GER��GE G��N P O REFER TO O.R. BOOK 1049, PAGES W ca ® TOTAL TREES REQUIRED = 101 TREES (59 CANOPY AND 42 UNDERSTORY) 0 F 0 = 6 TREE CREDITS (18 PALMS = 6 CREDITS FOR 6 CLUSTERS OF 3 PALMS) ON UNDISTURBED SUBGRADE �� ` S�RQ SF `'O �� OION�� 2116 AND 2117 FOR DOCK LEASE. ® p TOTAL TREES EXISTINGrr +n1 ® TOTAL TREES PROPOSED = 95 TREES (53 CANOPY AND 42 UNDERSTORY) \ �" v N i ly REPS Pg OE PROVIDED = 101 TREES (59 CANOPY AND 42 UNDERSTORY) PLANTING DETAIL ! c3`�g, w'_ 0 vN� �OREO Q TOTAL TREES PR P ALM r� ' Ii �� QRDO pRI; :.. ONGO WOOD DOCK (PILINGS ONLY) z N N a TOTAL SHRUBS REQUIRED = 566 SHRUBS (528 FOUNDATION AND 38 PERIMETER) N.T.S. PROVIDED = 566 SHRUBS (528 FOUNDATION AND 38 PERIMETER) / ♦� ��N dam• TOTAL SHRUBS PROVI C CC r ..fin ~ .PILINGS OR REMAINDER OF J G � O PAR \ � �� ♦ � � . • A� � �\�� NV� DOCK NOT FIELD LOCATED ® D J Q LL A LANDSCAPE DATA (WEST SIDE) j ��, TOTAL TREES REQUIRED ,co TREES REQUIRED ALONG U.S. HIGHWAY N0.1 5 CANOPY, 6 UNDERSTORY/100 FT(70 FT) = 4 CANOPY, 5 UNDERSTORY �� ; PALM l :: , :. 1. 1 ( 2cc PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(305 FT) = 16 CANOPY, 19 UNDERSTORY PLACE RUBBER HOSE ON WIRE AT ALL POINTS } �,..,.:: �'oG U N W 2. TREES REQUIRED ALONG NORTH OF CONTACT WITH TREE ~' . - D SOUTH SOUTH PROPERTY LINE = 5 CANOPY, 6 UNDERSTORY/100 FT(315 FT) = 16 CANOPY 19 UNDERSTORY �� tl �6'_♦ `"" ' W 3. TREES REQUIRE /J Z 6 UNDERSTORY 100 FT(70 FT) = 4 CANOPY, 5 UNDERSTORY ,:: M1 L • `, J ". '' (� to 4. TREES REQUIRED ALONG INDIAN RIVER DRIVE 5 CANOPY, a PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS), �'-♦ \ o�� ; : ;�� •.,;:; o w Z 5. INTERIOR TREES REQUIRED = (27 SPACES TREE/5 SPACES) - 6 CANOPY 2 OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL o 0 O Q SPACE TREES REQUIRED = 1 TREE/2,000 SF (9,194 SF) 5 CANOPY DISTANCE AROUND TREE ABOVE FIRST LATERAL �♦ /j r �� a ;,• . �.::. v o 6. NON -VEHICULAR OPEN BRANCH AND 6-9" FROM TOP OF STAKE. \ m 40% = 195 LF ♦ ',. Z I=- 7. FOUNDATION PLANTINGS 486 LF( ) 'J a J et = 20 CANOPY v = 195 LF(1 CANOPY/10 FT) REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL -� ,•t': = 195 LF(1 UNDERSTORY/20 FT) 10 UNDERSORY IF APPLICABLE MULCH SHALL NOT BE UTILIZED 0' ; .:' , O i 585 SHRUS 3 MULCH (CYPRESS ) SHRUBS = (195 LF x 10 LF)(3 SHRUBS/10 SF) _ F , ... ••.• _ }'' N ,,,:,�•� ,'• EXISTI G WOOD TOTAL TREES REQUIRED - 129 TREES FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN -� a t RIM AROUND PLANTING HOLE 1'` ` -"� ;• ALM RETAI ING WALL 1 SHRUB 6 LF 760 LF - 127 SHRUBS 8. PERIMETER SHRUBS REQUIRED = / ( ) 1 2"&'00' WOOD STAKE DRIVEN 3' BELOW GRADE �� I \ ♦ ��' CLUSTER ♦ \ISTING CONSISTS OFECORD GRASS ALONG RELINE A 9. TOTALS BULKHEAD. NO OTHER VEGETATION IS TOTAL TREES REQUIRED = 129 TREES (71 CANOPY AND 58 UNDERSTORY) �� A EXISTING OR PROPOSED. TOTAL TREES EXISTING = 14 TREE CREDITS (18 PALMS = 6 CREDITS FOR 6 CLUSTERS OF 3 PALMS, \ 28" OAK = 5 CREDITS AND 16" OAK = 3 CREDITS) \ P PC l AL ALM TOTAL TREES PROPOSED = 115 TREES (57 CANOPY AND 58 UNDERSTORY) - o e'•`""'"''' �� ' - � Q ,III -' TOTAL TREES PROVIDED = 129 TREES (71 CANOPY AND 58 UNDERSTORY) - G �O I' � 4 ,2- � J ' II PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT j TOTAL SHRUBS REQUIRED = 712 SHRUBS (585 FOUNDATION AND 127 PERIMETER) _ _ _ BALL PLUS 6" FOR SETTING LAYER OF COMPACTED 1 aLM = 712 SHRUBS 585 FOUNDATION AND 127 PER III- _ _ - I BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE �i �O TOTAL SHRUBS PROVIDED DIAMETER OF ROOT BALL �' c3` - �o` �PALM BACKFILL AROUND ROOTBALL AS SPECIFIED \ ` W ® LANDSCAPE NOTES PALM EXISTING CONCRETE L.i. 1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE ALM ` RETAINING WALL APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN'S LDR'S. PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY HIGHER THAN FINISHED GRADE I Q OF � lh 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH PLACE ROOTBALL AT BOTTOM -0F PLANTING PIT 3 WITH ABARK OR SHREDDED ORGANIC MATERIAL MULCH. ON 6" LAYER OF COMPACTED BACKFILL G IRRIGATED WITH AN AREAS SHALL BE 100% IR \ ` ♦ �� vJ 3. ALL LANDSCAPED AR TREE PLANTING DETAIL AUTOMATIC SPRINKLER SYSTEM. ♦ • M � \ � - 55' NGVD 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES N.T.S. , 157 58 LIt AND OR SHRUBS SHALL BE FULLY SODDED, � 5. BE FLORIDA NO. 1 OR BETTER. ,01, 39 I I ♦ ` ` tJs Q 5. TREES SHALL ' AN OVERALL HEIGHT OF 12' AND A ® N j ♦ \ j♦ 6. CANOPY TREES SHALL HAVE VARIANCE GRANTED BY CITY COUNCIL AUGUST 3, 2005 FOR J OF PLANTING. REQUIRED LANDSCAPE STRIP WIDTH OF 10' MINIMUM SPREAD OF 6 AT TIME REDUCTION OF �QU A7. PALM TREES SHALL' CONSTITUTE NO MORE THAN 35% OF THE \\ TO 5' FOR NORTH PROPERTY LINE OF WEST PARCEL ONLY, -T2 TOTAL TREE REQUIREMENTS AND SHALL HAVE A MINIMUM OF I PA - K R WOOD AT PLANTING. �I 12 OF CLEAR \\ / oA 0 � %x� \4f )KePALM Q 7 OAK N o 0 \ R to- E LL - A 1. PA M PALM SjOEME C jRAG 9 S PA O ' I' A PROPOSED 4' HIGH WOOD FENCE ® W �/i PALAA 1 2 » ALM e ALONG ENTIRE SOUTH PROPERTY LINE �A �+� \\ \ \\ ® o AND 90% OPAQUE LANDSCAPING SHALL BE 6 HIGH W S \ A ®OCOAK 12" ' .d PALM \ Q PALM z \\ \ \ Z\ s \\ , N " Z S `\ 1. 1-7 60 ` 1 ` \ m AK o Eo _ �� PREP 39"E �6 PA10 LM 1 12" PALM ' PROPOSED 4' HIGH WOOD FENCE ® L O T w O PALM PALM ALONG ENTIRE SOUTH PROPERTY LINE \\ � LANDSCAPING SHALL BE 6 HIGH 10- AND 90% OPAQUE PALM LANDSCAPE PLAN N ,� N�$•0� 39 � a 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SHEET C4 ❑ BR AMA fi PE #47529 OF 5 ❑ AARONJ. BOWLES, FL PE #55r?13 02-373 [SEA -1/2" TYPE S-1 ASPHALTIC CONCRETE ONSTRUCT 6" COQUINA OR 6" 6" LIME ROCK BASE COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD, LBR 100 -STABILIZED SUBGRADE MIN. DEPTH OF 8", COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD, MIN. FBV 50 psi. MIX TO HOMOGENOUS MIXTURE. FLEXIBLE PAVEMENT SECTION N.T.S. SAW -CUT AND TACK COAT EXISTING EDGE 1'-0" EXISTING ASPHALT PROPOSED ASPHALT PAVEMENT EXISTING BASE PROPOSED BASE EXISTING SUB -GRADE PROPOSED SUB -GRADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. 7" J. a.. a. U-) F4 DOWELS #4 DOWEL OR ANCHORING (2 REQUIRED) 1'-0" 4'-0" 1'-0" 6'-0" FRONT ELEVATION SECTION PRE -CAST CONCRETE WHEEL STOP DETAIL N.T.S. 5-0- 1-1/2" TYPE S-1 ASPHALTIC CONCRETE SLOPE / PLAN Li SLOPE / aV) Z a x .. 5c k .. X X76x6 It x I 10/10 WWM 1#BAR CONT. �J 6" LIMEROCK OR COQUINA MIN. BASE 8" STABILIZED SUB -GRADE CONCRETE SIDEWALK DETAIL N.T.S. 5'- 0" SLOPE / PLAN e Z •'- Q e A D •• •� 6 s III-11 • -X• X •_ . X sc X _ X \- -1II�IE 6x6 W1.4/W1.4 WWF CONCRETE SIDEWALK DETAIL N.T.S. 12" 4,-5„ 3,_4» i GENERAL NOTES HANDICAPPED PARKING - SIGN PER FTP-26 ' BLUE to WHiTE Mac BY I asr�Lo `� POW My - LOCATE SiGN AT CL ttoo RhtE AND HEAD OF EACH HANDICAP STALL. SiGN ON EACH SiDE OF PIPE WHERE APPLICABLE 2 X2 " STEEL i EXTENDED iNTi FiLLED PiPE. J ii m ?� 12' DIA. CONCRETE FOUNDATION 6" BEL( 6" 6" 6" 6" FROST LINE Q FEET - MIN. BELOW FIN. GR 2" 2 NOTES: 1. TOP PORTION OF FTP 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WiTH REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WiTH BLACK OPAQUE LEGEND AND BORDER 3. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. 4. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR 6 FEET TO THE BOTTOM OF $250 FINE" SIGN. HANDICAPPED PARKING DETAIL NTS `-91RECTION Or FLOW FABRIC 1 BACxFU I SILT -BARRIER (FABRIC FENCE) TRENCH - 1�TOE IN FLAP I SODDED SLOPE t M EXISTING GRADE t�I�II�IRIi�I�II�� TOE OF SLOPE �- VARIES FABRIC FENCE SILT -BARRIER WO 2) LOUGH BALED HAY SILT -BARRIER PERIMETER EROSION AND SEDIMENT CONTROL 1. CONTRACTOR ISREOUR£D TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE ON TO ADXENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE TYPE SILT BARRTR IS ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABL&IIED. 2. BEFORE REMOVW SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SLT. SILT FENCE DETAIL _I 1. Contractor is responsible for checking actual site EROSION AND SEDIMENTATION CONTROL NOTES FINISHED GRADE 20" conditions before starting construction. (SODDED SWALE) 7Construction activities can result in the generation of significant 2. Any discrepancies on the drawings shall be brought to amounts of pollutants which may reach surface or ground waters. the attention of the engineer before commencing work. One of the primary pollutants of surface waters is sediment due to erosion. Excessive quantities of sediment which reach water bodies 00 3.1; Contractor shall obtain all required building permits of floodplains have been shown to adversely affect their physical, before commencing work. biological and chemical properties. Transported sediment can XXX H.S. 20 obstruct stream channels, reduce hydraulic capacity of water bodies XXXXXX TRAFFIC GRATE W 4. Contractor shall be responsible for location of all of floodplains, reduce the design capacity of culverts and other cr_ existing utilities. The contractor shall contact all works, and eliminate benthic invertebrates and fish spawning �I SEE PLAN j concerned utilities at least 48 hours in advance for substrates by siltation. Excessive suspended sediments reduce irk SIZE PIPE Construction operations. light penetration and therefore, reduce primary productivity. 5. No field changes or deviations from design to be made MINIMUM STANDARDS j without prior approval of the engineer. CRATE 1. Sediment basin and traps, perimeter dikes, sediment barriers 00 SEE DRAINAGE !. 6. All construction shall be completed in accordance with and other measures intended to trap sediment sholl be PLANS FOR ELEV. the applicable ordinances of CITY OF SEBASTIAN, Florida. constructed as a first step in any land -distributing activity and shall be made functional before unslope land disturbance 7. Boundary and topographic information prepared by HOUSTON, takes place. COMPACTED SHULTKE, BITTLE AND STODDARD, INC. All elevations ARE PER SUBGRADE I. benchmark referenced on this survey. 2. All sediment control measures are to be adjusted to meet field PLAN SECTION 12" GRAVEL conditions at the time of construction and be constructed SUMP 8.': Refer to soils report prepared by KSM Engineering and prior to any grading or disturbance of existing surface ! Testing, Inc. for existing soil conditions. material on balance of site. Perimeter sediment barriers PRE -CAST TYPE C" CATCH BASIN Shall be constructed to prevent sediment or trash from flowing N.T.S. 9. Contractor shall supply density tests to engineer on all or floating on to adjacent properties. MODIFIED Tu180rmethand od base. Tests shall be prepared per Ashto p y pp. 3. Permanent or temporary soil stabilization shall be applied to TYPE 'C' INLET denuded areas within seven days after final grade is reached 10.. Sloe rades from elevations shown to existin Tads at on any portion of the site. Temporary soil stabilization ALUMINUM SKIMMER W/ P 9 g 9 12"0 ADS N-12 MOUNTING BRACKETS property line. shall be applied within seven days to denuded areas that may OUTFALL PIPE not be at final grade but will remain undisturbed for longer 11. Engineer shall be notified at least 48 hours in advance than 30 days. Permanent stabilization shall be applied to FOR any inspection. areas that are to be left undisturbed for more than one year. M GR TE EL.= 9.25' i�L 1 11 11 11 11 12. All traffic control devices shall be in accordance with ' 4. During construction of the project, soil stockpiles shall be M.U.T.C.D. Standards. stabilized or protected with sediment trapping measures. 'The applicant is responsible for the temporary protection and 13. All construction shall be in accordance with the Florida permanent stabilization of all soil stockpiles on site as well Department of Transportation "Standard Specifications for as soil intentionally transported from the project site. 12' ADS Road and Bridge Construction", dated 2000. N-12 5. A permanent vegetative cover shall be established on denuded 14. All parking space markings, with the exception of THE areas not otherwise permanently stabilized. Permanent handicapped parking spaces, shall be marked in white vegetation shall not be considered established until a ground INV. EL. = 7.10' retro-reflective traffic paint and in accordance with cover is achieved that, in the opinion of the Reviewer, is THE Florida Department of Transportation (F.D.O.T.) Standard uniform, mature enough to survive and will inhibit erosion. Specifications For Road and Bridge Construction, 2000, Section 710. 6. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after �4 15. All handicap parking spaces shall be properly signed and installation. 24" RAVEL SUMP MARKED in accordance with FOOT Roadway and Traffic 1 W/ FILTER CLOTH iDesign Standards Index No. 17346. 7. Surface runoff from disturbed areas that is comprised of flow PLAN ALUMINUM SKIMMER W/ MOUNTING BRACKETS SECTION I from drainage areas greater than or equal to three acres shall 16. All parking stripes with the exception of handicapped be controlled by a sediment basin. The sediment basin shall (CONTROL STRUCTURE) spaces shall be 4" wide, white reflective traffic paint. be designed and constructed to accommodate the anticipated l sediment loading from the land -disturbing activity. The 17. All compact spaces shall be marked "Compact" on the stall outfoll device or system design shall take into account the PRE -CAST TYPE AC" CATCH BASIN or tire stop. total drainage area flowing through the disturbed area to be N.T.S. served by the basin. 1-1/2" TYPE S-1 PAVEMENT TRAFFIC BEARING GRATE ASPHALTIC CONCRETE 8. After any significant rainfoll, sediment control structures FINISHED will be inspected for integrity. Any damaged devices shall be GRADE CATCH BASIN AS SPECIFIED BRICK PAVERS corrected immediately. ON DRAINAGE PLANS PROPOSED CLEAN SAND FILL 9. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent 12" 12" channel, flume or slope drain structure. • , . FLAT CURB FLAT CURB FASTEN FILTER - �' ' ' 10. Whenever water seeps from a slope face, adequate drainage or CLOTH TO PIPE ' FILTER CLOTH . other Protection shall be provided. WiTH ALUMINUM a WiRE j 11. Sediment will be prevented from entering any storm drain % N system, ditch or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. - - - - - PERFORATED PIPE (ADS N- 12) 12. Before temporary or newly constructed stormwater conveyance channels are made operational, adequate outlet protection and 4" 6" 4" any required temporary or permanent channel lining shall be " . installed in both the conveyance channel and receiving D' channel. o :V' Z5' LENGTH DRAINFIELD ROCK NON -PERFORATED CONSTRUCT 6" COQUINA OR 13. When work in a live watercourse is performed, precautions PIPE EACH SIDE STABILIZED SUBGRADE MIN. DEPTH shall be taken to minimize encroachment, control sediment LIME ROCK BASE COMPACTED OF 8% COMPACTED TO 98% MAX. DRY transport and stabilize the work area to the greatest extent FILTER CLOTH TO 9AA MAX. DRY DENSITY AAS HTO DENSITY PER AASHTO T-180 METHOD, possible during construction. Nonerodible material shall be DRAINFIELD ROCK SHTO T-180 METHOD, MIN. FBV 50 psi. MIX TO HOMOGENOUS LBR 100 P used for the construction of causeways and cofferdams. MIXTURE. Earthen fill may be used for these structures if armored by nonerodible cover materials. EXFILTRATION TRENCH PIPE CONNECTION DETAIL BRICK PAVER SECTION-INDIAN RIVER DRIVE 14, When a live watercourse must be crossed by construction N.T.S. N.T.S. vehicles, a temporary stream crossing constructed of FINISHED PAVEMENT GRADE FINISHED PAVEMENT GRADE nonerodible material shall be provided. EL. = 6.25' EL. = 10.20' 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Periodic inspection and maintenance of all sediment control FILTER CLOTH FILTER CLOTH structures must be provided to ensure intended purpose is (TERRRAFIX Ri ALL AROUND (TERRRAFIX RI ALL AROUND accomplished. The Developer, owner and/or contractor shall be 12" MIN. LAP AT TOP) 12" MIN. LAP AT TOP) continually responsible for all sediment leaving the property. TOP OF TRENCH TOP OF TRENCH Sediment control measures shall be in working condition at the end of each working day. XJL 17 Underground utility lines shall be installed in accordance 1V-4" with the following standards in addition to other applicable criteria: 6" STEEL BOLLARD /u �eM xis BAR FILLED W/CONCRETE SEE DETAIL 12" PERFORATED ADS PIPE 12" PERFORATED ADS PIPE A. No more than 500 linear feet of trench may be opened at FOR TOP COURSE one time. ts• x B CONCRETE �j B. Excavated material shall be placed on the uphill side of 4 4} �O ;o,•. :p : ' :. - : DUR-O-WAL EACH (V ►) 1 " WASHED DRAINFIELD ROCK , trenches. 1 WASHED DRAINFIELD ROCK 3RD COURSE (TYP) OF ALL MASONRr WALLS '• C. Effluent from dewatering operations shall be filtered or NO WSN o Puw b 3• PIPE INV. EL. = 3.50' PIPE INV. EL. = 7.50' passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely ' g streams or off -site property. affect flowing 1s• LAP FOR NO. 5 BARS MIN.ri BOTTOM OF TRENCH BOTTOM OF TRENCH D. Restabilization shall be accomplished in accordance with 1 ., .• 1 6" CONCRETE SLAB FJ=-�•I _ REINFORCED W/ 6"X 6" 1OX10 W.W.F. SECTIONAL ELEVATION TYPICAL WALL SECTION N.T.S. OUX 10' a Q� O� ANA . .. ... IN= p 11 11 11 u -I � ♦ � � ♦ i • vvvvvvvvv♦ � • I I ,I DIMENSIONS & QUANTITIES REMARKS D X A B C E F G M N GRATE SIZES CONCRETE Cu. Yds. SODDING Sq.. Yds. Single Pipe Double Pipe Triple Pipe Quad. Pipe Standard Weight Pip Extra StrongPipe Single Pipe Double Pipe Triple Pipe Quad. Pipe Single Pipe Double Pipe Triple Pipe Ouad. Pipe " 2.5 0.72' 3.22' 0.7 4.0' 0.58' 3.75 5.75' 7.75' 9.75' 1.04 0.52 0.90 1.22 1.54 7 8 8 9 These sizes are restricted to inlet and outlet treatmen water management systems or similar applications. 10 2'-2' F5- 1.34' 3.84' 1.3 F0_' 0.81' 3.92' 6.08' 8.25' 10.41 1.04' 0.64 0.99 1.34 1.70 7 8 9 10 12 - 2.5 2.06' 4.56' 2.0 6.0, 1.00' 4. .4 ' 8.75' 11.08 1.04' 0.68 1.09 1.48 1.86 7 8 10 11 15" 2'-7" 2.5' 3.09 5.59' 3.0' 7.0' 1.23' 4.33' 6.92' 9.50 12.08 1.04' 0.64 1.00 1.35 1.71 8 9 10 11 1 2'-10" 2.5 4.12 6.62 4.0 8.0 1.41' 4.58 7.42 10.25 13.08 1.04 0.69 1.09 1.49 1,89 9 10 11 12 4" Y-5" 2.5 6.18 8.68' 6.0' 10.0' 1.73 5.08' 8.50' 11.92' 15.33 1.04' 0.83 1.34 1.82 2.34 10 11 13 14 30" 4'-3" 2.5' 8.25 10J5' 8.0' 12.0' 2.00 5.58' 9.83' 14.08' 18.33' 1.04' 2 3- 0.96 1.63 2.32 2.99 11 13 15 17 36" 5'-1• 2.5' 10.31' 12.81' 10.0' 14.0' 2.24' 6.08' 11.17' 16.' 25 21 .33 1.04' 2 3" 1.08 1.92 2.77 3.62 12 14 17 19 42" 6'-0" 2.5 12.37' 14.87' 12.0' 16.0' 2.45' 6.58 12.58 18.58 24.58 1.04' 2 3 1.20 2.26 3.34 4.61 13 16 15 21 48• 6'-9 2.5 14.43' 76.93' 14.0 18.0' 2.65 7.08' 13.83' 20.58 27.33 1.04' 2 3y 1.60 3.11 4.62 6.12 14 17 2O 23 54" 7 -8 2.5 16.49' 18.99' 16.0 20.0' 2.83 7.58 15.25 22.92 30.58 1.04' 4' 1.76 3.56 5.34 7.14 15 19 22 26 60" 8 -6 2.5 18.55' 21.05' 18.0' 22.0' 3.00 8.08 16.58 25.08 33.58 1.04 4 1.94 4.03 6.12 8s20 17 1 20 1 24 1 28 disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land -distributing activities. for 19. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently s tabilized to prevent furth er er erosion and sedimentation. 20. Properties and waterways downstream from construction site shall be rot-ted from sediment dis osition and erosion SLATS DETAIL - c -OR FIBREMESH(FIBREGLASS EINFORCING) Sy y 'Oo' L� 1• JJ Beveled Or Round Comer `4 P P 21. Phased projects should be cleared in conjunction with CONCRETE TO 2500 PSI 0 25 DAYS See a voneg S'a1 *Slope: 1 1 construction Joint Permitted construction of each phase. ' / \ Franeltl To I Pipe For Pie 18" And Smaller '--:,. =-`'' `: p'"`?a_:{., 4 =: - • Shsverns' et 6 And 2:1 For Pipe 24 And Larger /'s• 22. Erosion control design and construction shall follow the p... ,.D_... a:••.:,,._A, , \ olMO0166ot q s trait oera c 1n crate 0 2' requirements in Index Nos. 101, 102 and 103 of FDOT Roadway a•: •'_.•;.;: :..:: ,•. r Ma B o 0 0 I g Standards. and Traffic Design S 8"MIN. / Rerolled End Required y R q J- crass e 23. The Reviewer may approve modifications or otter plans to these BOLLARD DETAIL \ i Spaae d t4+ a o 5WJ I erosion control criteria due to site specific conditions. TYPICAL DOUBLE SWING GATE W/SLATS KT: DRILL HOLES IN CONCRETE N.T.S.' r C. 4. 1 i Construction Joint Permitted � Hellcat Corrugated 3" / FOR GATE STOPS Metal Pi a Anchor * 1' TOP OF CONCRETE PAD TOP OF ASPHALT s O Ditch Grad a• , 0 c A in o 0 e• ..: / / �/� PLAN Soddl c° e I \\ Fastens CONCRETE PAD DETAIL I s" N.T.S. Varies E 3' 2' Sod Concrete fob, 3' Thick, Reinforce Pald For As Pipe Culver F Pie To Be Included Under Unit Price For Mitered End Sectio W th WWF 6x6-W1.4xW1.4 iv Sod CONCRETE BLOCK DUMPSTER ENCLOSURE DETAIL SECTION TOP VIEW -SINGLE PIPE M MITERED END SECTION F.D.O.T. INDEX NO. 273 1 48 HOURS BEFORE DIGGING CALL TOLL FREE 1 800-AM-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. ❑ BRUCE A. M01A, FL PE #47529 ❑ AARON J- BOWLES, FL PE #55313 to O ii 0 O N Q Q Q U) U) o m m Q • 0 V Z � w �� om Q o0 OD N� ® W (� N N W �+ ^^ �Z `r) WX 0 o 0 = LL Z Z Q G ® W 06 C Q C4 ch z UJ - NooQ J N p o ® a J LL U/ J U U Z ILU 0 V)o U WWI Z_ Z D Z O W {Zu > 0 Q Z Q = J Z U) 5O ` O N 0 Z LLI O Qa Isss ZU LL Q •ems �U W VJ Q Q �R Z V Q Z ''^^ Vj Q J o. a I~ W a LL r Q � OO LL WO Cl)�, V^ , - W Z 0. Z Q w SHEET C5 OF 5 02-373