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HomeMy WebLinkAbout1997 Barber Street Storage Site Plan�� 1����1� k 0 1��� �AJ�.f�\In� r rmo r l�JJ� 1JjrJl�JJ IJ,\\1 J IJ1�r4 r r PA r r r i r r�1) 1 A. JJ���11 yj, ��,1J io il 112, i) 'A il IRA b m1wip I I jr " 71 I I.-) tpjl I lop 1 :0 rJ�J71, r r�1�r1 k��J J�J NI _0101m:e MEMO OWNER WILUAM SCHULKE GLORIA SCHULKE JOSEPH SCHULKE P.O. BOX 831 WABASSO FL 32970 ENGINEER / APPLICANT JOSEPH SCHULKE P.O. BOX 176 WABASSO FL 32970 (561) 231 2533 SURVEYOR HAYHURST LAND SURVEYING 1122 OLD DIXIE HIGHWAY VERO BEACH, FL 32962 (407) 569 - 688D PROPOSED USE MINI -WAREHOUSE / STORAGE TAX I.D. NUMBER 20-31-39-00000-7000-00003.6 ZONING INDUSTRIAL PROPOSED STRUCTURES: (8) BUILDINGS - MINI WAREHOUSE / STORAGE (1) BUILDING - 400 SF OFFICE & MR9 WAREHOUSE / STORAGE EXISTING STRUCTURES: NONE jlrp a ,JOSEPH W. SCHULKE REG. No 47048 LANI )SCAPE REQUIREMENTS FND CAP(4094) 0.61' So. 0.53' W. I I I I I I' I I I G- , I I 5 I I I 1 I W LX i I i L(j I I I I I F , ITREES ON WEST PROPERTY LINE: 11 FOR BU.7ER l REQUIRE''MENT 10 FOR OPEN SPACE REQUIREMENT - �L I I I TYPESCREEN AT -6 FT. 100% OPAQU CH. LINK W/ SLATS, SHADOW BOX, OR CBS WALL -INTERMITTENT TREES I I x (o m m I Irn n m ; Ln U) 0 W I ©0Ld X _ �= O I � LU cn H N PROP. 103 LF 8" PVC a 0 SEWER Q 0.35% /�Q_ EX. M.H. TOP=21.24' INV=11.92' I 1 INDIAN RIVER COUNTY I. VEHICULAR USE AREAS ) \ 1. ABUTTING PR❑PERTIES LAND USE : C/I (COMMERCIAL, INDUSTRIAL \ NORTH: 37 LF X 1 TREE/50 LF ZONING: CH (HEAVY COMMERCIAL) \ FND CAP(4094) EAST+ 330 LF X i TREE/50 LF 0.96' SO. \ S❑UTH1 140 LF X 1 TREE/50 LF S89'19'28" 108.01' 0.51 E. \ \ INDIAN RIVER COUNTY WEST, N/A, SEE TYPE 'A' SCREENING \--_----- ---- � \ � - 2, ADJACENT TO PRIVATE ROAD EASEMEMT 2 l CITY OF SEBASTIAN SOUTH, 26 LF X 1 TREE/35 LF OuTf _ 01 c P 3. INTERIOR LANDSCAPE PLANTER j PROPOSED \ 17 SPC X 10 SF = 170 SF DRAINAGE EASEMENT/ 4 I (STORMWATER ° 170 SF X 1 TREE / 100 SF r�l MANAGEMENT) / / © 21 ` \ II, NON -VEHICULAR USE AREAS / 1 S AREA 1-10 © ���x 29,757 SF X 1 TREE/2500 SIT 20.95 c� y �� \ TOTAL 6 2� a '� \ UNDEVELOPED / 1 Jk2 ° LAND USE : CG (COMMERCIAL, GENERAL) 7° e, 6 ©° 'r ��� s� ZONING: CC (GENERAL COMMERCIAL) ©©'° ao �,_ 2 a III, WEST P.L, TYPE A OPAQUE SCREEN a 20.72' 20• WEST, 525 LF X 1 TREE/50 LF / 20.85 0 , 0 0 c^ G 20.4' � � < 'Lny \ \ \ PROPOSED: ' 37 TREES 527 LF HEDGE ® 1 / 36' O.C. = 176 SHRUBS J 6 �� 6' OPAQUE FENCE (525 LF) 20.4' 20.5' �'I T ' © , AT WEST PROPERTY'LINE. 1 7 3 N/A 1 2 SCREEN CAD LANDSCAPE STRIP HEDGE Q FENCE / VINES 37 LF OR 37 LF 4 330 LF OR 330 LF 33 140 LF OR 140 LF 14 N/A N/A N/A 20 LF ❑R 20 LF 2 12 1 N/A N/A N/A 26 527 LF OR 527 LF 53 TREES HEDGE 5' FENCE VINES 36" OC (90% OPAQUE) 11 N/A 525 LF N/A 6' FENCE (100% OPAQUE) a o LANDSCAPE MATERIAL STANDARDS &NOTES ©, s 20.95 20.5' 20.6' v! ' "o a©'`. \ \ \ (1) QUALITY. PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS \\ GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND PART II, r 1 \ ©`, STATE OF FLORIDA. 11.0' Op L5 \ ©C3 (2) TREES 2 .7 6 © (A) TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN TWENTY (20) © \ FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE SPREAD OF CROWN. 20.8 I �G g�C GJ a 2 E B ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK SPACE. �C3 PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN THIRTY-FIVE (5) 20.7' ��\i \ PER OF THE TOTAL NEW TREE REQUIREMENT, \ \ (D) TREE SPECIES SHALL BE A MINIMUM OF SEVEN (7) FEET OVERALL IN HEIGHT AND HAVE A M!N. 5CLEAR TRUNK I8,3 Nu -V\, � p `•, FT. CHAIN \ \\ \ SPACE AT THE TIME OF PLANTING. ��� ��'� K FENCE \ (3) GRASS / GROUND COVER: 20 a' A \ 1�' ALL UN -PAVED AREAS EXCEPT PLANTERS , MULCHED LANDSCAPE BEDS, TO BE SEEDED WITH BAHIA GRASS. O 15 'as AREAS PRONE TO EROSION SHALL BE SODDED (BAHIA). 18" STRIP ADJ. TO PAVEMENT, ADJ. TO INLETS AND MITERED ENDS, ETC. ALL UNPAVED AREAS OTHER THAN GRASSED AREAS SHALL BE COVERED W/ MULCH OR SUITABLE NON -LIVING OR VEGETATIVE GROUND COVER. �0 \ (4) SHRUBS/ HEDGES: �" �A SHRUBS & HEDGES SHALL BE A MIN. OF 36" AT PLANTING B� HEDGES SHALL BE PLANTED AT A MIN. OF 36" O.C. MAX. 7 LF S" CM ( � ��. 5. 1� \ �J2 2 a \ \ (5) IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: p 4 �O \ o \ 2 O ((A) GRASS AREA SHALL BE IN HIGH USAGE ZONES. TREES & SHRUBS SALL BE IN LOWI V - 17.75'�0" 6 CBONTRACTOR 0 SUBMITHRRIGATION PLAN TOAGE THE BUELDING DEPT. FOR APPROVAL. \ 20.95' \ o : O�. \ \ (7) THERE SHALL BE A MIN. OF TWO (2) DIFFERENT SPECIES OF TREES AND NO SPECIES SHALL MAKE UP MORE THAN 50% OF PROPOSED TREES. (8) THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY ©, \ SEEN FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMEN •. °n \ \ - ( fl `•, \ PROBABLE TREE COMPOSITION PROBABLE HEDGE/SHRUB COMPOSITION \ G `� *1 *2 BOTTLE BRUSH WAX MYRTLE *1 SILVER BUTTONWOOD *1 *2 © \ \ SLASH PINE w G �C 2 0 �1 MAPLE TREES LAURAL OAK *1 *2 LIGUSTRUM *2 SAW PALMETTO *1 P \ \ NATIVE PALM TREES *1 *2 SYCAMORE OLEANDER *2 SCRUB PALMETTO *1 *2 21.15' F MERICAN HOLLY *1 *2 20•7' 'Jfl LIVE OAK *1 *2 DAHOON HOLLY *1 A VIBURNUM *1 25.25'° Zh \ fl \ STOPPERS *1 *2 YAUPON HOLLY *1 *2 BOUGAINVILLAEA *2 ROSEMARY *1 *2 21.0' F / © SOUTHERN JUNIPER *1 *2 YAUPON HOLLY *1 *2 20.95' / Q" - - �' �/ o ° ' *1 THESE PLANTS ARE NATIVE TO FLORIDA TION S \ �\ PROBABLE VINE COMPOST \ \ *2 THESE PLANTS ARE RATED VERY DRAUGHT TOLERANT, DWARF JASMINE CRIEEPERS *1 *2 N / aJ\. O MORNING GLORY *1 *2 5. 11 v, \ 20'85 / /M 1°OZy \ \\ 2 7 © \ \ '/ \ NOTE: 1.) ALL TREES LOCATED ON THE WEST PROPERTY LINE SHALL BE A SPECIES ©\ \ Q WITH A LOW NATURAL HEIGHT. EXISTING POWER LINES AT THE WEST L0 PROPERTY LINE PROHIBIT THE USE OF NATURALLY HIGH GROWING TREES. ;.:_�_ pG. _.�� \ 20 ' \ SUGGESTED TREES ARE: m N P R 0 P 0 D 15 �o STOPPERS, SOUTHERN JUNIPER, E. PALATKA OR YAUPON HOLLY - (NATURAL HGT = 15' TO 250 LL LOT 320.7' _ \\� 2' \�\ \ SOUTHERN JUNIPER - (NATURAL HGT = 25' TO 30') ;t, - F\�L 1�� f ©;� \ � \ 2.) 50% OF ALL VEGETATION SHALL BE NATIVE DRAUGHT TOLERANT SPECIES. I 21.0' \ 20.8' i 0 a INTERIOR LANDSCAPE 6" STEEL PIPE PLANTER. 17 sp x 10 sf 17 \ BOLLARb . TYP fl ` = 170 sf REVID ��9 �F �� °b�� EA. BLDG`, CORNER - (205 sf PROVIDED) (2) TREES REQ'D 20.�o �� 2 T o40 !,A t \ nc. P . cMe 5 1.1' c>' o 21.0' \ / ©t��©=? Q� 6 FT. CHAIN C�, O� s+o ° �� �. °.:- 1Gjg LINK FENCE ] Q WELL IRR. PUMP PAD 20 5 7•�y > ' f©©e3©yV•, O \ \ \ .,. .i. TRASH ENCLOSURE B' 6' OPAQUE \\� O- 'CL FENCE� al °° 2Q. ©°© PROP. ELECT. \v .0 0.7' �� O / POLE A.\\ 20 5'.,_ 5• /? C.O. PROPOSED / 21.2 \ DEA\ (STORMWATER RAINAGE SEMEN '© 21.0' MANAGEMENT) oo \ O •� \ BUSINESS \ �s 20.8' SIGN (��SA�E20.58' /\ PROP. L ELECT. POLE OPO\ \ to i \ O W cln / PROP. Ckp �. �O s�R I� I I - DESIGNED DRAWN JOB NO. J.W.S. J,W.S. DATE SCALE CHECKED BY 10/97 1" =30' \ SEE SHEET 3 OF 5 FOR REMAINING ON -SITE IMPROVEMENTS PROPOSED (North 0' 15' 30' 60' 120' LEGAL DESCRIPTI❑N FOR PROPOSED 2,00 ACEE LOT 3 COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; NORTH 00' 33' 15" EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,298.48 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21" WEST A DISTANCE 1,336.38 FEET, THENCE N 00'45'31" W, 492.66 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"W FOR 525.06 FEET; THENCE SOUTH 89' 19' 28" EAST FOR 108.01 FEET TO THE WEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 26' 01' 15" EAST FOR 365.72 FEET; THENCE S 63'58'45" W, 159.08 FEET; THENCE S 26'01'15" E, 60.60 1 FEET; THENCE 63'58'45" W, 161.49 FEET TO THE PLACE AND POINT OF BEGINNIN�, ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 2.00 ACRES PLUS OR MINUS COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; NORTH 00' 33' 15" EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,298.48 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21" WEST A DISTANCE 1,336.38 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"W FOR 1,017.72 FEET; THENCE SOUTH 89' 19' 28" EAST FOR 108.01 FELT TO THE WEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 26' 01' 15" EAST FOR 650.72 FEET TO THE NORTH EASEMENT LINE OF BARBER STREET; THENCE SOUTH 64' 00'j 18" WEST ALONG SAID EASEMENT TO A CURVE CONCAVE TO THE SOUTHEAST SAID CURVE HAVING A RADIUS OF 400,0FEET, CENTRAL ANGLE OF 64' 13' 31" AND A CHORD BEA OF SOUTH 31'53'32" WEST, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CENTE CURVE, A DISTANCE OF 448.38 FEET; THENCE SOUTH 00' 13' 13" EAST FOR 0.95' FE THENCE LEAVING SAID EASEMENT LINE NORTH 89' 18' 21" WEST FOR 12.33 FEET TO PLACE AND POINT OF BEGINNING. ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 4.47 ACRES PLUS OR MINUS LEGEND DENOTES WALL MOUNTED EXTERIOR FLOOD LIGHT DENOTES DRAINAGE FLOW DIRECTION DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES PROPOSED TREE DENOTES PROPOSED HEDGE DENOTES PROPOSED SHRUB OR VINE DENOTES PROPOSED CHAIN LINK FENCE DENOTES PROPOSED 100% OPAQUE FENCE TYPE C INLET =� f T FLAN PROPOSED LOT 3 BARBER = L- f' STREET TRADE CENTER 1, OWNER WILLIAM SCHULKE GLORIA SCHULKE JOSEPH SCHULKE P.O. BOX 831 WABASSO FL. 32970 ENGINEER / APPLICANT JOSEPH SCHULKE P.O. BOX 176 WABASSO FL. 32970 (561) 231 2533 SURVEYOR HAYHURST LAND SURVEYING 1122 OLD DIXIE HIGHWAY VERO BEACH, FL. 32962 (407) 569 - 6680 PROPOSED USE MINI -WAREHOUSE / STORAGE SITE ADDRESS TAX I.D. NUMBER 20-31-39-00000-7000-00003.6 ZONING ` INDUSTRIAL SOIL TYPE: IMMOKALEE AND MYAKKA FINE SANDS PER USDA SOIL SURVEY OF I.R.C.O. PROPOSED STRUCTURES: (8) BUILDINGS - MINI WAREHOUSE / STORAGE (1) BUILDING - 400 SF OFFICE & MINI WAREHOUSE / STORAGE EXISTING STRUCTURES: NONE INDUSTRIAL ZONING DISTRICT REQUIREMENTS: SITE AREA CALCULATIONS: ALSO SEE SHEET 3 REQUIRED PROPOSED MIN. LOT SIZE 15,000 S.F. 87,039 S.F. (2.00 AC.) MIN. LOT WIDTH 100, VARIES > 100 FT. MIN. YARD SETBACKS: FRONT * 20' 21.0' (TO ACCESS EASEMENT) SIDE * 20', 30' 30.2' W, 21.5' E, 21.0' S REAR * 20' 20.3' N MAX. BLDG, HEIGHT * 12' 12.0' MIN. GREEN SPACEMAX. LOT E BY BLDGS 20% MIN)) 29,2122 6 S.F. �33.6%� * REQUIRED SETBACKS AND BLDG. HEIGHT ARE GOVERNED BY THE FOLLOWING FOR THIS SITE: 1. ORD. 97-53 (MINI -STORAGE ORDINANCE) - MIN. AREA = 2.0 ACRES - MIN. SETBACK, ALL YARDS = 20 FT. - MAX. BLDG. HGT. = 12 FT. 2. "IN" ZONING DISTRICT: SIDE YARD SETBACK WHEN ADJ. TO RESIDENTIAL DISTRICT = 30 FT, AREA CALCULATIONS: TOTAL SITE (GROSS AREA) 87,039 SF 100 % PROPOSED IMPERVIOUS AREAS GROSS AEA PAVEMENT, SIDEWALKS; ETC. 32,592 SF 0.75 AC. 37.4%) BUILDING 22,190 SF 0.51 AC. 25.5% ACCESS EASEMENT- PAVEMENT 3041 SF 0.07 AC. 3.5%) TOTAL PROPOSED IMPERVIOUS AREA 57,823 SF 1.33 AC. 66.4%)ROSS PROPOSED PERVIOUS AREAS GA�.E_A NON VEHICULAR LANDSCAPE AREA 29,011 SF 0.66 AC. (33.3%) INTERIOR PARKING LANDSCAPE AREA 205 SF 0.01 AC. (0.2%) ( TOTAL PROPOSED PERVIOUS AREA 29,216 SF 0.67 AC. 33.6%) CONSTRUCTION SCHEDULE: BEGIN CONST. COMPLETED PHASE I: BLDG'S 1,2,3,4,5 4/98 4/99 PHASE II: BLDG'S 6,7,8 4/99 8/99 PHASE 111: BLDG. 9 8/99 12/99 NATIVE VEGETATION/PRESERVATION: THERE ARE SEVERAL ( ) PINE TREES ON -SITE. ALL. EXISTING TREES WILL BE CLEARED. PARKING CALCULATIONS WAREHOUSING: 10,000 S.F. X 1 SPACE /1000 S.F. 10.0 SPACES 12,190 S.F. X 1 SPACE /2000 S.F. 6.0 SPACES TOTAL' REQUIRED SPACES 16 SPACES PROVIDED PARKING STANDARD (10.0' X 20.0') 2 SPACES PARALLEL (9' X 23') 14 SPACES HANDICAP 1 SPACE TOTAL SPACES PROVIDED 17 SPACES NOTES: 1. NOTATIONS AS DEPICTED ON THIS SHEET, HAVE THE FOLLOWING MEANING: PROPOSED OR PROP ............ PROPOSED CONSTRUCTION BY OTHERS CONSTRUCT OR CONST......... PROPOSED CONSTRUCTION BY CONTRACTOR EEOP......................................EXISTING EDGE OF PAVEMENT EOP.........................................EDGE OF PAVEMENT BOC........................................BACK OF CURB RCP........................................REINFORCED CONCRETE PIPE H.P.........................................HIGH POINT R/W.......................:................RIGHT-OF-WAY CMP........................................CORRUGATED METAL PIPE MES........................................MITERED END SECTION 2. FOR CONDUIT -PLAN SEE SITE PLAN, THIS SHEET. 3. ALL STOP SIGNS TO -BE 30" 4. ALL COMPACT SPACES TO BE MARKED "COMPACT" GENERAL NOTES 1. PROPOSED WATER SUPPLY, LIMITED COMMERCIAL WELL OR I•R,C. UTILITY 2, PROPOSED SEWER DISPOSAL, ❑NSITE TREATMENT / DISPOSAL OR I,R,C. UTILITY 3. A 6'X8' ENCLOSURE IS PROVIDED FOR S❑LID WASTE, SEE PLAN, 4, PROJECT LIES WITHIN FLOOD ZONES 'X', PER FEMA FIRM MAP No. 12061CO079 F,• DATED JULY 2, 1992. 5, ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN RING STANDARDS AND SPECIFICATIONS, RUNE 6, ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER INDIAN RIVER COUNTY DEPT, OF ET; UTILITY SERVICES STANDARDS AND SPECIFICATI❑NS AS ADOPTED 1/97. THE 7, ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,' LATEST EDITI❑N. 8, THIS PROJECT WILL BE COMPLETED BY 12/99, (ALL PHASES) 9• ALL PROPOSED TRAFFIC CONTROL DEVICES SHOWN ON SITE TO BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 10, PROPOSED LIGHTING FOR THIS SITE SHALL BE PLACED IN SUCH A MANOR AS NOT TO EFFECT THE SURROUNDING AREA OR CAUSE GLARE ON THE ADJACENT STREETS.. 11, THE DEVELOPMENT OF THIS SITE DOES NOT REQUIRE THE EXTENSI❑N OF OVERSIZED WATER AND SEWER UTILITIES AS SHOWN, THE OWNER MAY PROVIDE WATER AND SEWER AS FOLLOWS, WATER, LIMITED COMMERCIAL WELL OR 1' I.R.C. UTILITY WATER SERVICE EXTENDED FROM BARBER STREET, SEWERi ❑N-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM 12. ESTIMATED VEHICLE TRIPS ATTRACTED TO THIS SITE ARE: 122 ADT CITY OF SEBASTIAN LAND DEVELOPMENT CODE SEC. 20A-10.2 FOR LIGHT INDUSTRY IS 5.46 TRIPS/ 1000 SF OF GROSS FLOOR AREA 13. PERMITS REQUIRED: - CITY OF SEBASTIAN STORMWATER - CITY OF SEBASTIAN SITE PLAN CITY OF SEBASTIAN BUILDING CITY OF' SEBASTIAN LAND CLEARING/TREE REMOVAL SJRWMD 40C - 42 - DEPT. ENVIR. HEALTH LIMITED COMMERCIAL WELL OR I.R.C. UTILITY - DEPT. ENVIR. HEALTH ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM OR I.R.C. UTILITY. 14, ESTIMATED NUMBER OF EMPLOYEES, 2 15, TYPE OF VEHICLES, PASSENGER CAR OR STD. LIGHT TRUCK (1/2 TON PICK-UP) OSEr p p n pe oC pp pU�E L � DRAWING NO. 30 CONSULTING ENGINEER - 'uu^REEG. NO. 47048 _ TELEPHONE (561) 231--2533 / 589-0793 SHEET P,O. B❑X 176 WABASSO FL, 32970 G OF 6 r REVISION I DATE DESCRIPTION LAYERS: FND CAP(4094) I LAND USE C/I (COMMERCIAL,INDUSTRIAL� \\ \ 0.61' So. ZONING: CH (HEAVY COMMERCIAL) \ FND CAP(4094) 0.96, So. 0.53, W. S89'19'28"E 108.01' \ \ \ INDIAN RIVER COUNTY - - - - - _ \ - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - U n - CITY OF SEBASTIAN F. 4 r \ TYPE c DRAINAGE \ OUTFALL \ TRACT \ TOP= 20 55' ul 24 9�2j 022�6 sE imp \+ \ I I9.011, - - C-1 i C-1 p� \ - N,-^rtrf11 F 0' 25' 50' 100' 200' P.P. \ y \ \ \ I LF V Clew 'y°'�Z Q^ \ \ �• ni6ij \ O \ \ gyp, \ \ d P°�2 \ PROP SED SIT 14 1 O DE-C)PMENT \ \ �p UNDEVELOPED w \ LAND USE : CG (COMMERCIAL, GENERAL) EXCEPTCE DRIVEWA \ \ ZONING: CG (GENERAL COMMERCIAL) I � P. .�� (PROPOSED LOT 3) G• 9F � \ .�y, \ m N SEE SHEET 2 I FOR DETAIL E A �OF I I AREA IM I , TH N \ I I \ _ LIMITS DEPIC\ i1ED \ \ 0p \ 2 �A \ -1 41 PROP. ELECT. Pit I \ \ - - ' POLE moo a \ 1 P \ \ i PROP. F.H. ASS MBLY W En I �I TRACT GE PROPE ELECT. \ +. I = I QRp°P ��`� 20.98' POLE W/ STREET (W o ; I I I �Sy E ' 0 wl LIGHT PROP. SEWER M/H \ I aJ --- GG 2°� s. TOP=20.6' i zo.75 9 0. INV = 15.93' W \ MOD. MIAMI \ � moo; ( i �6A� \ INLET V ` \ I�� A� }�T = 20.11' . 1 = 17.5. \ PROP. SEWER M/H t > M.ES. \ O \ Iw TOP = 21.0' INV=, .5' 1Y CMP 1 INV - 15.08' SW b, >-- CDNsr, slue our \ \ d Iz 15.13 E Y 15" CMp6 As \ AND PLUG z L i P a I �G I N WATER METERS , O �5y,� 12" CMP r / r i \\ O ° 6• \ CONST. PAVED ACCESS p" iii PROP 103 LF 8' PVC r 1 �! ¢Oq• SUB OUT \ \2 o SEWER ®0.35i I f��? AND PLUG \ ROAD. SEE SECTION 8-6 o O INV-18. \ \ LONG SLOPE-0.42% P S 2 \ CROSS 2.0% \ I f \ SLOPES �f. Fes- QUEEN -PAi M I" l PROP. EWER M/H TOP = 20. 6p C 2 INV = 15,49' W CORE SAW ( h I I \\ e o INTO EXIST. pQ'�Q p U I 15.54' E F \\ O 2 M.H. AT Q ® I \ d \ \ '�` PINE �+P �f INV= 14.91' ;w I s \ \ 22` PINE o \ L I moo 'o. TIP \ c O 10 LF 18" t1'.A Nu 0 \ \w 3'R/5 OAKS CMP W/ M f 3 �Ao ;� I ELECTRIC UTILITY: 8 EX. M.H. OVERHEAD ON EXISTING POWER \ % \ INV-1 yN TOP=21.24' I I I POLES ON WEST PROPERTY LINE, INV=11.97 ( od -__ ____-_--_ I AND UNDERGROUND OR OVERHEAD w (AS DETERMINED BY Fi'L) FROM o POLE DEPICTED, EAST THROUGH GE \\ O . THROUGH 15' EASEMENT TO BLDG. �O j P5�lEEN \ C D9L 13/20 OAK I O . 8' MEDIANCU /B P TER / P p� CLEAN EXISf.� �✓ OOV,s \ \ I I I 22" OAK \ �;'�`',` \ / R / v\� / CULVERT / / q• 1, R/ \ \ \ pS� o \ I ° IL61 I e D9L \ ,g 21.0! -� Q P� M� C, I I 30' YrL NRfmm j CONST. FILTER BARRIER I I I ��SIGN � OR SEDIMENTCONTROL\� I 13 PALM I i ° 8" PALM 5�2o.as \ PROP. 12"X6" TAPPING i SLV. W/ VALVE, TEMP. JUMPER & TEMP. SAMP. PT.C.`�,� I I � \�� 20" PINE 64"13' 31 " _ ' \ O DRAINAGE TRACT R - 400.00(,,. L 448 P.P. TYPE C���� - OUTFALL / I I STRUCTURE / v I I TOP = 20.55' 1 I _ INV=18.6' i I I I 24 X3" SLOT, INV=19.48' I I M,Es. 10' EASEMENT'AS RECORDED IN O.R.BK.1084,1663 q)� NV= .6' (PLUS/MINUS LOCATION DUE TO P.O.C.) 10 10'EASEMENT AS RECORDED I I IN O.R.BK. 836,PG.1237 UNDEVELOPED LAND USE IND (INDUSTRIAL) II i ZONING: IN (LIMITED INDUSTRIAL) DE5DROF EASEMENT SEM T AS RECORDEDIN I P. P. N89°18'21"W ` L' m ' S00"13'1 " Cp 3 E ` 12.33' L0 0.95' N 00'2,8'56•W - - -- - - - - - - - - - 150.01 N 89IW21'W 1,336.3V P. 0. B. I S.W. CORNER OF THE N.E. 1/4 FND CAP (4546) I OF THE S.E. 1/4 0.33' So. N 00'33'15"W 1.298.48' _ SET CAP(4416) 20 21 TWP,3IS.,RG.39E FND CAP(CARTER) FND CAP(CARTER) SECTION CORNER 2.0'E. 29 `28 P•0• INDIAN RIVER COUNTY,FLORIDA SITE DATA OWIJER ENGINEER / APPLICANT SURVEYOR PROPOSED USE SITE ADDRESS TAX I.D. NUMBER ZONING SOIL TYPE: PROPOSED STRUCTURES: EXISTING STRUCTURES: WILLIAM SCHULKE GLORIA SCHULKE JOSEPH SCHULKE P.O. BOX 831 WABASSO FL. 32970 JOSEPH SCHULKE P.O. BOX 176 WABASSO FL. 32970 (561) 231 2533 HAYHURST LAND SURVEYING 1122 OLD DIXIE HIGHWAY VERO BEACH, FL. 32962 (407) 569 - 6680 MINI -WAREHOUSE / STORAGE 20-31-39-00D00-7000-00003.E INDUSTRIAL IMMOKALEE AND MYAKKA FINE SANDS PER USDA SOIL SURVEY OF I.R.C.O. (8) BUILDINGS - MINI WAREHOUSE / STORAGE (1) BUILDING - 400 SF OFFICE do MINI WAREHOUSE / STORAGE NONE SITE AREA CALCULATIONS CALCULATIONS BELOW BASED ON TWO DEVELOPMENT AREAS. - 1. 4.47 UNDIVIDED PARCEL - 2. 2.00 ACRE SUBDIVIDED LOT 3. 4.47 ACRE PARCEL INDUSTRIAL ZONING DISTRICT REQUIREMENTS: MIN. LOT SIZE REQUIRE Q 15,000 S.F. PROPOSED 4.47 AC. MN. LOT WIDTH 100'; VARIES > 100 FT. MIN. YARD SETBACKS: FRONT * 20' 305.9' (TO BARBER STREET) SIDE * 20',i 30' 30.2' W, 21.5' E REAR * 20, 20.3' N MAX. BLDG. HEIGHT * 12' 12.0' BY BLDGS Z0%', (MAX) MIEN. GREEN SPACEE 29.216 S:F. (33.6%) o REQUIRED SETBACKS AND BLDG. HEIGHT ARE GOVERNED BY - THE FOLLOWING FOR THIS SITE 1. ORD. 97-53 (MINI -STORAGE ORDINANCE) - MIN. AREA - 2.0 ACRES MN. SETBACK, ALL YARDS = 20 FT, - MAX. BLDG. HGT. = 12 FT. 2. 'IN" ZONING DISTRICT: SIDE YARD SETBACK WHEN ADJ. TO RESIDENTIAL DISTRICT - 30 FT. AREA CALCULATIONS: TOTAL SITE (GROSS AREA) 194,7t3 SF 100 % PROPOSED IMPERVIOUS AREAS CROSS AREA PAVEMENT, SIDEWALKS, ETC. 32,592 SF 0.75 AC. 16.7% BUILDING 22,190 SF 0.51 AC. 11.4%) ACCESS EASEMENT- PAVEMENT 9886 SF 0.23 AC. 5.1%)) TOTAL PROPOSED IMPERVIOUS AREA 64,688 SF 1.48 AC. 33.2%) PROPOSED PERVIOUS AREAS GROSS AREA NON VEHICULAR LANDSCAPE AREA 129,840 SF 2.98 AC. ((66.8%) INTERIOR PARKING LANDSCAPE AREA 205 SF 0.01 AC. (0.0%) TOTAL PROPOSED PERVIOUS AREA 130,045 SF 2.99 AC. (66.8 ) LEGAL DESCRIPTION FOR 4.47 ACRE UNDIVIDLD I COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; NORTH 00' 33' 15' EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,296.48 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE 'EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21" WES;T A DISTANCE 1.336.38 FEET TO THE POINT OF BEGINNI NG: THENCE FROM THE POINT OF BEGINNING RUN NORTH DO. 45' 31"W FOR 1,017.72 FEET; THENCE SOU' ,H 89' 19' 28 EAST FOR 108.01 FEET TO THE (VEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 26' 01' 15" EAST FOR 650.72 FEET TO THE NORTH EASE MENT LINE OF BARBER STREET; THENCE SOUTH 84' 00' 18" WEST ALONG SAID EASEMENT TO A CURVE CONCAVE TO THE SOUTHEAST SAID CURVE HAVING A RADIUS OF 400.OFEET, CENTRAL ANGLE OF 64' 13' 31" AND A CHORD BEARING OF SOUTH 31'53'32" WEST, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CENTERLINE CURVE, A DISTANCE OF 448-38 FEET; THENCE SOUTH 00' 13' 13" EAST FOR 0.95 FEET; THENCE LEAVING SAID EASEMENT LINE NORTH 89' 18' 21" WEST FOR 12.33 FEET TO THE PLACE AND POINT OF BEGINNING. ALL LANDS LYING AND BEING IN INDIAN RIVER CO NTY, FLORIDA. CONTAINING 4.47 ACRES PLUS OR MINUS CONSTRUCTION SCHEDULE BFGIN cDNsr. COMPLETE D PHASE 1: BLDG'S 1,2,3,4,5 4/98 4/99 PHASE II: BLDG'S 6,7,8 4/99 8/99 PHASE III: BLDG. 9 8/9,9 12/99 NATIVE VEGETATION Z'PRESERVATION ' THERE ARE SEVERAL PINE TREES AND OAKS ON -SITE ON -SITE, ALL EXISTING TREES WILL BE CLEARED. GENERAL NOTES: 1. ALL DRAINAGE TRACTS DEPICTED ARE ALSO PROPOSED DRAINAGE EASEMENTS FOR THE PROPOSED BARBER STREET TRADE CENTER S/D (SEPARATE APPLICATION) 2. THIS PLAN SHEET (3 OF 6) DEPICTS ENTIRE LIMITS OF DEVELOPMENT FOR THIS SITE PLAN APPLICATION. THIS SITE PLAN APPLICATION HAS BEEN PREPARED AS A SEPARATE DEVELOPMENT ORDER INDEPENDENT OF THE PROPOSED SUBDIVISION OF THIS LAND. UTIDTIES SEWER: ONSITE SEWAGE TREATMENT I/ DISPOSAL OR I.R.C. UTILITY ELECTRIC: FLORIDA POWER AND LIGHT TELEPHONE: BELL (,)UTH THE DEVELOPMENT OF THIS SITE DOES NOT REQUIRE THE EXTENSION OF OVERSIZED WATER AND SEWER U71LITIES AS SHOWN, THE OWNER MAY PROVIDE WATER'AND SEWER AS FOLLOWS, WATER- LIMITED CtiMMERCIAL WELL OR; 1' I•R.C, UTILITY WATER SERVICE EXTENDED FROM BARBER STREET, I SEWER, ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SITE DATA 2.00 ACRE PROPOSED LOT 3 INDUSTRIAL ZONING DISTRICT REQUIREMENTS: MIN. LOT SIZE REQUIRED 15,000 S.F. PROPOSED 87.039 S.F. ((2.00 AC.) MIN. LOT WIDTH 100, VARIES > 100 FT. MIN. YARD SETBACKS: FRONT * 20' 21.0' (TO ACCESS EASEMENT) SIDE * 20'. 30' 30.2' W. 21.5' E. 21.0' S REAR * 20' 20.3' N MAX. BLDG. HEIGHT * 12' 12.0' MAX. LOT COVERAGE BY BLDGS (MAX) MIN. GREENSPACEM 20% 29,216 S.F. (33.6%) • REQUIRED SETBACKS AND BLDG. HEIGHT ARE THE OWING FOR THIS SITE: GOVERNED BY i. ORD. 9 (MINI -STORAGE ORDINANCE) ' MIN - MIN. AREAREA 2.0 ACRES - MIN. SETBACK. ALL YARDS • 20 FT. - MAX. BLDG. HGT. = 12 FT. 2. "IN"-. ZONING DISTRICT; SIDE YARD SETBACK WHEN ADJ. TO. RESIDENTIAL DISTRICT - 30 FT. AREA CALCULADONSe TOTAL SITE (GROSS AREA) 87,039 SF 100 % PROPOSED IMPERIIOUS /�REec PAVEMENT, SIDEWALKS, ETC. OR cc 32,592 SO- F R e 0 5 AC. BUILDING 22.190 SF 0.51 AC. 25.5%) ACCESS EASEMENT- PAVEMENT 3041 SF 0.07 AC. 137.4%) 3.5%) TOTAL PROPOSED IMPERVIOUS AREA 57,823 SF 1.33 AC. 66.4%) PROPOSED PERVIOUS AR AS NON VEHICULAR LANDSCAPE AREA GROSS 29,011 SF AREA 0.66 AC. ((33.3%) INTERIOR PARKING LANDSCAPE AREA 205 SF 0.01 AC. (0.2%) TOTAL PROPOSED PERVIOUS AREA 29,216 SF 0.67 AC. ((33.6%) PREVIOUS DEVELOPMENT: THE PROPERTY WAS PREVIOUSLY THE SITE OF A PRIVATE WASTEWATER TREATMENT PLANT. CEASED OPERATION IN LATE 1980'S. FLOOD ZONE: 'X' FIRM MAP NO. 12061C0079 F, JULY 2,1992. TOPOGRAPHY: NEARLY LEVEL, EL. 20.5 FT. TO 18.5 FT. SLOPING N, NW TO S, SE:. VEGETATION: PRIMAPILY GRASS/ WEE S. SEVERAL OAKS, PINES AND PALMS ON -SITE, SOILS: PER SCS SOIL SURVEY OF INDIAN RIVER COUNTY, SITE APPEARS TO LIE WITHIN SOIL CLASSIFICATION 'IMMOKALEE AND MYAKKA', HSG B/D. SITE APPEARS TO HAVE TAN SAND FILL FROM PREVIOUS DEVELOPMENT. WATER TABLE: ESTIMATED TO BE 2 Ft TO 4 FT. BELOW GRADE. SITE \� u & UTILITY R/W Il1E NORTH LINE OF THE \ sauna BW OF GOV1. TAT a CENTERLINE OF 80' ROAD R/W �\ ( BARBER STREET C \ PLATBOOK 14, P. 97 �ry 9 v 1p\�p. 5 ARTERIAL / COLLECTOR ACCESS SKETCH_ I r r LEGAL DESCRIPTION FOR 00 A -RE PR IPUSFD LOT 3 COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; NORTH 00. 33' 15" EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,29B.48 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH DO' 28' 56' WEST CONTINUING ALONG THE EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' IB' 21" WEST A DISTANCE 1,336.38 FEET, THENCE N 00-45'31" W, 492.66 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"W FOR 525.06 FEET; THENCE SOUTH 89' 19' 28" EAST FOR 108.01 FEET TO THE WEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 26' 01' 15" EAST FOR 365.72 FEET; THENCE S 63'58'45" W, 159.08 FEET; THENCE S 26'01'15" E, 60.60 FEET; THENCE 63.58'45" W, 161.49 FEET TO THE PLACE AND POINT OF BEGINNING. ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 2.00 ACRES PLUS OR MINUS RT w QoA� 9� TWP.3IS.,RG.39E. SECTION CORNER INDIAN RIVER COUNTY,FLORIDA 20 I 21 r_ P.O.C. 29 28 i DF-A-WNG NO. CONSULTING ENGINEER - FL. REG, NO, 47048 SHEET. TELEPHONE (561) 231-2533 / 589-0793 P,O, BOX 176 WABASSO FL, 32970 OF SITE IMPROVEMNT PLAN. - LOTLINE, SWALE, WATER, SEWER, EOP 9 r REVISION I DATE DESIGNED DRAWN J.W.S. JXS. STREET "'TO BA" E RA Sl-TEE Pt__f\N PROPOSED LOT 3 SAF -E-F-i STREET E=T TRADE G =NT=FR SUE3E►�tV SIGN 0 21.60 SURREY i }t 13) SURVEY �4 16.. t i SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIOA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER "TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWAY EXCAVATK AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. SOD: SOD SHALL BE ARGENTINE BAHIA, UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS, UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS, BRUSH, VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. MATERIAL: SELECT GRADE; A.A.S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) TYPE S-I MOD A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS. CURB ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. INDEX No. 300, PROVIDE CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A. EMBANKMENT: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED. B. SUBGRADE: (1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET, OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MIGHT BE NECESSARY. C. BASE: (1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILU (1) DENSITY TESTS SMALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS. E. STRUCTURES: (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. F. BUILDING PAD: (1) AS SPECIFIED IN ARCHITECTURAL PLANS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR, CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. DRAINAGE SPECIFICATIONS A N E SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SP OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fy 4L',000 PSI, AND `';HALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACT 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE NTH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. CULVERT PIPES REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFILUNG OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA, RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION, INVERT AND TOP ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR 0 FINAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFILLING ANY PIPE TRENCHES, C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL, E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. G. UPON COMPLETION OF CONSTRUCTION. INSPECTION NOTIFICATION: it BEtrkr IH-kf THIS REQUIREMENT MAY BE MET BY SUBMISSION OF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT: 1. WATER LINE AND SANITARY SEWER LINES PRIOR TO BACKFILLING (UTILITIES DIVISION) 2. STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) 4. ROADWAY BASE (PUBLIC WORKS DIVISION) 5. SURFACE COURSE (PUBLIC WORKS DIVISION) 6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUCTION OF SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER IMPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACKFILLING [913.07(5)(H)I. WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE- CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. `a FfAFF9/FA WY MEP 9 MARKING NOTES: ll ES: 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. USE WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. 4. STOP BARS SHALL BE 24" WIDE. USE EXTRUDED TYPE, ALKYD BASE THERMOPLASTIC. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No. 17346. SIGNS: 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11860, 11863, 11865. WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. REVISION I DATE I DESCRIPTION MANHOLE UD LABELED "DRAINAGE' OR 'STORMWATEir SOD ADJACENT TO ELEVATION TO MATCH GRADE (SEE DRAINAGE PLAN) ALL MITERED ENDS /`�- VARIES (4' MIN.) -- n LIMITS OF NISH GRADE LIMITS OF SOD t ��j SOD I ��A����E FR/yE pry " P rc MA i# 9E OFFSET. D CODER OPENI6. ®� ADDITICNAL REINFORCING , P. D BARS RETIRED AT THE EDGE OF PAVEMENT ELEVATION REFERS TRAFFIC BEARING—_. BEARNG.—_. D.,♦ s TO THIS POINT EDGE OF OF RS WITS �� '� . .: ... ❑o°° o v 2" R DRIVEWAY SOD SO 'n SOD ` .D v ° v v °O oo .. < .. vv °o C 4 MIN. 4' . �' ► .. o I D' e w PIPE INVERT ��KNGLE CULVERT TYPE PER PLAN I �- SIDE DITCH GRADE TYPE m �- 6" 8' 4'-0" M NIMUM AS E QUIRED 8" 8" U.S.F. DWG. N0. 410, OR EQUAL MANHOLE COVER, N.T.S � LETTERS MARKED "DRAINAGE' OR 'STORMWATEW. it OIA WEEP HOLE SUMP BOTTOM SEE FDOT INDEX NO, 272 PER FDOT INDEX No. 285 FOR CONSTRUCTION DETAILS OF MITERED END. DETAILS, ELEVATION TOP VIEW DIMENS., ETC. DEPEND ON TYPE AND DIA. OF PIPE. NOTE: 1• 3LL CRUSHED STONE FOR A MINIMUM DEPTH OF 12" SHALL PROVITURAL ED. R D MITERED ryy N ;. N1/ SECTION. U 2. ALL DRAINAGE MANHOLES 70 BE CONSTRUCTED il•! ACCORDANCE KITH "STRUCTURAL BOTTOMS TYRE P AND J, F.D.O.T. AINAGE ES To BE C MANHOLE TOP TtPE 7 OR 8, F.D.O.T. STANDARD INDEX Na 201. V V STANDARD INOEX Nw 200, VON N. T. S. TYPICAL DRAINAGE JUNCTION MANHOLE 4 FT. OR 5 FT. SIDEWALK 0.02 FT./FT. TO CURB 4" THICK CONCRETE MINIMUM. 3,000 P.S.I. Its 28 DAYS. SIDEWALK NOTES: 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE "SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLA14D CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO. 310. 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O.C., AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO. 310. 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14, AND 28 DAYS. 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. 5. SURFACE WITH LIGHT BROOM FINISH. 6. SOD ALL DISTURBED AREAS. ��yy /� �v CeTiA& �APC? 2' 2' P.V.C. CAP PAVED ROAD - s- SCHEDULE 40 WHITE P.V.C. 90' BEND:::j LENGTH REFLECTED IN BID TABULATION 1. CONTRACTOR TO INCLUDE NECESSARYP.V.C. 90' BENDS, P.V.C. CAPS, AND STUB -OUTS IN BID. M ELLAN E S CCANDUrT (NOT TO SCALE) STAPLE FILTER BARRIER - EXCAVATE 4"X4' TRENCH BURLAP OR STAND. STRENGTH AND BACKFILL OVER 8" SYNCH, FILTER FABRIC OF FILTER FABRIC. TO THE WOOD STAKES 0 I73711�j � II3145 11�1173 SECTION NOTE: -WHEN CONSTRUCTED ACROSS DITCH LINE, THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLOPE. 3"x3" WOOD STAKE, MIN. - BURLAP - MIN 10 OZ./SY MATERIAL DRIVEN 12" INTO GROUND. -FILTER FABRIC - SYNTHETIC MATERIAL MEETING STD. TESTING VIM-51,52 75% FiLTERING EFFICIENCY -FILTER BARRIERS SHALL BE MAINTAINED UNTIL ALL UPSLOPES HAVE BEEN PERMANENTLY 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, OR RECEIVING WATERS. A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION OPERATIONS, AND AT THE UMITS OF FILL OF EXISTING WETLANDS. B. AT THE PERIMETER. OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION AND BACKFILLING OF EACH INLET. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY UNE. D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD BY THE PROJECT ENGINEER. 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT SURFACES ARE COMPLETE. AND ALL SWALED AREAS HAVE GRASS COVER. 3. SOD ALL AREAS IN UEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, FLUMES, ETC, 4. PROVIDE 18" MIN. WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES. EROSION AND SEDIMENT CONTROL PLAN 4' BLUE STRIPE TYPICAL 4" WHITE STRIPE, BLUE IF ADJACENT TO HANDICAP STAL TYPICAL 12' HANDICAP SIGN _..{ I _ I I 4 � uj 2'-0" OVERHANG, EITHER SOD OR PAVEMENT PER PLAN .� N T I 6" CONCRETE WHEEL STOP Q EXCEPT WHERE ADJACENT v TO CURB OR SIDEWALK O 0 J Z N in <¢ 4" BLUE STRIPE TYPICAL 4" WHITE STRIPE TYPICAL T'il'il�i�1 Irk► DESIGNED JWS I DRAWN JWS DATE 10/97 SCALE N.T.S. BY STALL N.T.S. CHECKED JOB N0. APPROVED FIELD BOOK & PAGE ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 'F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS: STRUCTURE INDEX NO. CURB CUT/RAMPS No. 304 DRAINAGE MANHOLE: STRUCT. BOT. TYPE 'P' W/ SUMP BOT., AND MANHOLE TOP TYPE 8. No, 200,201 TYPE "C" INLET No. 232 TYPE "F" INLET No. 233 CURBING No. 300 MITERED ENDS No. 272 SIDEWALKS No. 310 '��.: ► � t: � ill Y` l.�iTi 1K F.F. EL. = 21.15' 1 11ft" TYPE S-1 ASPHALT 8" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 12" STABILIZED SUBGRADE (FBV 50) (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 989 MAX. DENSITY SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. TYPICAL ASPHALTIC CONCRETE PAYING SECTION N.T.S. 3000 PSI CONC. W/ 6" X 6" 10/10 GA. a' W.W.F. THICKNESS PER NOTE 5. BELOW. 8" STABILIZED SUBGRADE (FBV 50) (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX, DENSITY 1. MATERIALS AND CONSTRCUTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND CEMENT ASSOCIATION. 2. CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAX. OF 15 FT. O.C. IN EACH DIRECTION 3. AT LEAST (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SF OF PAVEMENT OR (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14 AND 28 DAYS. 4. A MIN. OF 2 FBV TESTS SHALL BE PERFORMED ON THE SUB -BASE, AND AT LEAST 1 MOD. PROCTOR (AASHTO T-180) TEST FOR EA. 'TYPE OF SUB -BASE MATERIAL USED. 5. CONCRETE SHALL BE A MIN. OF 6" THICK WITHIN PUBLIC ROAD RIGHT-OF-WAYS, AND AT ALL LOADI?tv^ AREAS, DUMPSTER PADS, ABOVE FUEL TANKS, AND OTHER AREAS DEPICTED IN THE PLANS. OTHERWISE, THE CONCRETE SHALL BE A MIN. OF 4.5 INCHES THICK. 6. DO NOT CONSTRUCT W.W.F. WITHIN 5 FT. OF DETECTOR LOOPS FOR MENU / SIGN BOARDS. TYPICAL CONCRETE PAVING SECTION io x x �\ NM ww iN Q CO N In d' x STRAIGHT BARS 2"x 3/16" ° RETICULINE BARS 1 1/4"x 1/4" APPROX. WEIGHT 1001bs. TYPE "C" STEEL GRATE N.T.S. 0 PTI 0 NAL- TYPICAL PAVING SECTION S - 21' - 12' AISLE VARIES (PLAN) PARKING SPC. 9' PARALLEL F.F. EL. = 21.15' TYPICAL PARKING _/ AISLE SECTION B- B NOT TO SCALE OVERHANG, EITHER SOO SOD OR PAVEMENT 1 O' PER PLAN N - 6" CONCRETE WHEEL STOP EXCEPT WHERE ADJA' NT TO CURB OR SIDEWALI 4" WHITE STRIPE (TYP) WHITE STRIPE TYPICAL TYPICAL STANDARD PARKING STALL N erT• S s MAXIMUM TRENCH WIDTH 2 X PIPE DEPTH + W z > PLACE AND COMPACT a x IN 6" LIFTS. w w w W PIPE O.D. + 24' U MAXIMUM WIDTH o AX. MAX. P INVERT > 7 U HAND PLACED SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL. NOTES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED SURFACES AND 95% COMPACTION UNDER OTHER SURFACES AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. TYPICAL TRENCH DETAILS NOT TO SCALE PAWNG, �-112F?Ad D§N(3 d", [D-X3A§NA(`=;�E SPE DEC= E f ER,STREET ST R U PLAN VIEW GRATE SECTION TYPE " C" INLET 1 TREE EVERY 50 FT. I 6' CHAIN LINK FENCE / IV L ( J I W N 10'I 4.5' !-- II n r 7J I SHRUB 36" 0. C. V/�) 120.5' F.E.C. R/R R/W ti I' g I EXIST. GRADE / I TYPICAL EAST ZAISLE SECTION A-1 NOT TO SCALE n / \V 6' 100% OPAQUE 1 I J I INTERMITTENT TREES FENCE 111 // (50 FT. O.C.) CHAIN LINK W/ SLATS, r L L WOOD SHADOW BOX, OR 111 J CBS WALL Z \lI r J z 1J PALM LAKE CLUB V. 1 SUBDIVISION a I 1 DRAINAGE & UTILITY LITY EASEMENT 4' ,Alft�. 12' SWALE I i 1 7 .O 7_0.75 -2' 20.0' - _ �. _ 4 4 19.0, 19.0' EXIST. GRADE TYPICAL WEST ' V SECTION C-1 NOT TO SCALE n PM W. p nn LK'E DRAWING NO. �J If"U W. If�1J�.J1 ®ET-3A CONSULTING ENGINEER - FL. REG. NO. 47048 (407) 231-2533 / 581-0793 SHEET P.U. BOX 176 WABASSO, FL. 32970 5 .OF 6 TOP OF CURB GUTTER GUTTER FLOW LINE E.S.F. OR�1-1/2' BELOW OP OF PAVEMENT EQUAL FRAME AND GRATE \1- FINISH GRADE E A FRAME CURB CURB 22" SQUARE to 4'-0' MINIMUM.OR LARGER AS R G!T E4.ION FLOW NE T` MODIFI�D MIAMI CURB o0000If PIPE D1A. ( I I I PIPE ow AS PER PLAN A4 PER PLAN E OF AVEMENT INLET OFFSET REFERS TO THIS POINT. FLOW LINE ELEV. BOTTOM ELEV. ELEVATION TOP VIEW NOTE: 1. FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB "TYPE P' OR 'TYPE J", IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX No. 200. TYPICAL MODIFIED MIAMI CURB INLET N.T.S. SOD ADJACENT TO ALL MITERED ENDS VARIES (4' MIN.) FI LIMITS OF I LIMITS SOD OF SOD /EDGE LIMITS OFIMITS SOD OF "' SOD MIN. 4' CULVERT TYPE PER PLAN I S SIDE DITCH GRADE - Z - N SEE FOOT INDEX NO. 272 FOR CONSTRUCTION DETAILS OF . MITERED END. DETAILS, DIMENS., ETC. DEPEND ON TYPE AND DIA. OF PIPE, MITERED END SECTION N.T.S. P P.V.C. CAP PAVED ROAD ZN •' .ems-.- � 001 - SCHEDULE 40 WHITE P.V.C. 90' BEND LENGTH REFLECTED IN BID TABULATION _I 1. CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90' BENDS, P.V.C.�CAPS, AND SFUB-OUTS IN BID. 1 ISCELLANECUS L. NDU• (NOT TO SCALE) STAPLE FILTER BARRIER - EXCAVATE $Xe TRENCH BURLAP OR STAND. STRENGTH AND BACKFILL OVER 8" SYNCH. FILTER FABRIC OF FILTER FABRIC. TO THE WOOD STAKES e Ilsllls Ilsllls 11$Igs SECTION NOTE: -WHEN CONSTRUCTED ACROSS DITCH UNE, THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLOPE. 3"x3" WOOD STAKE MIN. -BURLAP - MIN 10 OZ./SY MATERIAL DRIVEN 12" INTO GROUND. -FILTER FABRIC - SYNTHETIC MATERIAL MEETING STD. TESTING VTM-51,52 75% FILTERING EFFICIENCY -FILTER BARRIERS MALL BE MAINTAINED FILTER BARRIER UN71Li LLUPSLOPES HAVE BEEN PERMANENTLY SAB1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, OR RECEIVING WATERS. A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION AND BACKFILUNG OF EACH INLET. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY UNE. D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD BY THE PROJECT ENGINEER. 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER, THE BARRIERS SHALL BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE GRASS COVER. 3. SOD ALL AREAS IN UEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, FLUMES, ETC. 4. PROVIDE 18" MIN. WADE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED :31RFACES. EROSION AND SEDIMENT CONTROL PLAN MANHOLE UD LABELED "DRAINAGE' OR 'STORMWATER' ELEVATION TO MATCH GRADE (SEE DRAINAGE PLAN) --FINISH GRADE k'. T.. }.. "� '•� MAYBE BE OFFSET. COVER OPENI �I Hp�� �Rp�E �p • . R ADDITIONAL REINFORCING BARS REOLIIRED AT THE IF SLAB TO BE •. OPENING • .lt TRAFFIC BEARING. p , • y .R 24 3 p • ES • O OO i •'. ••• oo as i rsp. PIPE NVERT . • . R d • PIdMOLE / 4'-0' M NIMUM AS R gUIRED B" ' 6" U.S.F. DWO. NO, 410. OR EOVAL MANHOLE COVER. LETTERS MARKED "DRAINAGE" It DIA. WEEP HOLE OR 'STORMWAIER". SUMP BOTTOM PER FDOT INDEX No. 285 ELEVATION TOP VIEW NOTE: 1. 3/4CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED. 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED N ACCORDANCE WITH "STRUCTURAL BOTTOMS, TYPE P AND 4 F.D.O.T. STANDARD INDEX No. 200. WITH MANHOLE TOP TYPE 7 OR 8, F.D.O.T. STANDARD INDEX Na M. TYPICAL DRAINAGE JUNCTION MANHOLE- 4 FT. OR 5 FT. SIDEWALK 0.02 FT./FT. TO CURB 4' THICK CONCRETE MINIMUM. 3,000 P.S.I. ® 28 DAYS. ---'� SIDEWALK NOTES: 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE "SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO. 310. 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O.C„ AND SHALL BE 114 ACCORDANCE W/ FDOT INDEX NO. 310. 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS GREATER, SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14, AND 28 DAYS. 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. 5. SURFACE WITH LIGHT BROOM FINISH. 6. SOD ALL DISTURBED AREAS. C>ErAL AM WALK / E31KEPATH SPECIFICATIONS ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS: STRUCTURE INDEX NO. CURB CUT/RAMPS No. 304 DRAINAGE MANHOLE: STRUCT. BOT. TYPE 'P' W/ SUMP BOT., AND MANHOLE TOP TYPE 8. No. 200,201 TYPE "C" INLET No. 232 TYPE "F" INLET No. 233 CURBING No. 300 MITERED ENDS No. 272 SIDEWALKS No. 310 W Z cc O I � O� 0 O Z 25' +- EOP TO EASEMENT POINTTHIS •" • • TO ELEVATION OF •' OF I�WA0WIIW��A&WA0 • V&'V&WA,WA0VA0WA&S e g N. T, S. EDGE OF PAVEMENT 6" ELEVATION REFERS TO THIS POINT Q a 2" R 0 _ 4 o. 1. t m G O r b � TYPE 'D' CURB �MAXIMUM TRENCH WIDTH 2-X PIPE DEPTH + W Z F > PLACE AND COMPACT a IN 6" UFTS.,,� x w Q v MAXIMUM WID THH o a I a O F MAX. MAX. a INVERT 5 ao HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL. N 0TES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENr'CH SAFETY ACT. 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED SURFACES AND 95% COMPACTION UNDER OTHER SURFACES AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. TYPICAL TRENCH DETAILS NOT TO SCALE VARIES _._... .. .......-I XIST. DRAINAGE EASEMENT 12' SWALE 8' SHLDR. SEED / MULCH SEED / MULCH VARIES MIN. 16" MADE 20.4 TO 21.2 PROP, FUTURE GRADE I STRIP SIX)�- PROP. GRADE AT I INITIAL DEVELOPMENT - 20.0' 20.0' _,,_ .. EXIST. GRADE I VARIES 19.0 TO 18.5 TYPICAL 'BARBER STREET SWALE SECTION D N.T.S STRAIGHT BARS 2"x 3/16" RETICULINE BARS 1 1/4"x 1/4" It APPROX. WEIGHT 1001bs. TYPE " CI STEEL GRATE I 2 MOD. MIAMI CURB SEEM / MULCH MIN. 18" WIDE STRITYP. SOD I+ + +-+ - BARBER STREET BACKFILL PER SPECIFICATION THIS SHEET GRATE PLAN VIEW SECTION TYPE " C" INLET I 50' PRIVATE ROAD ACCESS EASEMENT 25' 1 I , I � I 11' 11' 2' ® 2% SLOPE 027 SLOPE MOD. I MIAMI CURB APPROX. GRADE UPON FUTURE DEVELOPMENT sx SLOPE TO EXISTING + + + + + + - GRADE + + + + + + + + + + + +., .+ + + . + ,+ +.+ ::...+ + + : + * EXIST. GRADE 1-1/2" TYPE S-I ASPHALT 6" COQUINA, 987 MAX. DRY DENSITY (A.S.H.T.O. T-180) 8" STABILIZED SUBGRADE, 987 MAX. DRY DENSITY (MIN. F.B.V. 50) TYPICAL ROADWAY SECTION E_ NOT TO SCALE BLDG. SETBACK z I3 J o ui � w FUTURE GRADE a CLEAR EXOTICS _ 21.0 o 20.5]SEED/MULCH BANK 20.5' EXIST. GRADE - TYPICAL EAST Y. SECTION A-2 NOT TO SCALE PALM LAKE CLUB SUBDIVISION CVICT F\ITf`LI 21 .0' 20.0' 19.0' NOT TO SCALE DESIGNED DRAWN CHECKED JOB NO, JWS JWS PAWN-Z" ��AhD§N" DRA§NAC'.2ESPEC. � IDE Q §fit � J® E c� W. �C���.�� CONSULTING ENGINEER FL. REG. NO. 47048 1 11/14/97 REVISE SECTION C-C JWS DATE SCALE APPROVED FIELD BOOK &PAGE ������ ��� ��1 n� / '�^u{ (`(-�})ujr"iu( /�U\v (407) 231-2533 581-0793 REVISION DATE DESCRIPTION BY 10/97 N.T.S. P.O. BOX 176 WABASSO, FL. 32970 DRAWING NO. ®CST-3B SHEET 6 OIL 6 M 4