Loading...
HomeMy WebLinkAbout1999 - (#1) Fire Station-EMS #8 RenovationsSITE DATA ZONING: PS SITE AREA: 1.007 ACRES / 43,868 S,F- INIPERVI= AREA EXISTING BUILDING AREA 3,680 S.F. NEW ADDITIONS 2,347 S.F. NEW BUILDING AREA 6,027 S.F. EXISTING PAVING AREA t 13,497 S.F. SIDEWALKS NEW ADDITIONAL PARKING 1,249 S.F. AREA / SIDEWALKS NEW TOTAL RAVING AREA 14,746 S.F. TOTAL Ilk4PEWIOUS APEA : PERCENTAGE OF OPEN SPACE PARKM QEQ�,QED PARKING PARKING PROVIDED CPLAYGROUND ) 12SPACFS 13 SPACES SITE 20,773 S.F. 52.6% cBARBER STREET BALL FIELDS) BARBER STREET A& LOCATION PLAN N.T.S. N DC EXISTING SWALE EXISTING 6'H. HEDGE (TYP.) PLAYGROUND 10, 10' �4 10, 210. 0' 10' H. NEW 3' H. HEDGE -:TENT ION AW,)EA MATCH R EXISTING-, F/// 3 EXISTING SIDEWALK — — — — — — — — — — — — — — — — — — — — — — — — — — — A 19 10' H. 0- G 0 00 0 0 0 C) c) EXISTING CONC. PARKING LOT )l 12'-6" (:EXISTING CONC. DRIVEWAY 12' _N"T - PROVIDE 12'LONG =5 DOWELS DRILLED AND EPDXY GROUTED 6* DEEP INTO EXISTING SLAS AT 3'-0' O.C. (TYR,) 0 (D —6 0 PC PESTRIPE PARKING FOR PROPER SIZE HANDICAP SPACE AND AISLE REPOUR CURB/ SIDEWALKS TO BE FLUSH M PAVING EXISTING CONC, WALK EXISTING HEDGE � -REMOVE -�- a 10' H. OAK 0- COMPRESSORS 0 0 8, 0 0 NEW 3' H. HEDGE REMOVE OAK 0 0 \'o 00 0 e) ,.0 o 0 0 0 o 000 0 0 900 GAL. *1000 GAL. ---, - r--1 / --,- L 3T '-EXISTING SEPTIC 01 TANKS AND DRAIN FIELD + G G ----'NF=V'4 SIGN P'P' 0 SEE DETAIL A/A-9 0 187.0' BARBER STR`ET A AK SITE PLAN /EXISTING LANDSCAPE 116 V) NQTE5 I') SEE CIVIL DRAWINGS F-012 PAVING AN DRAINAGE PLANS AND DETAILS, Z) CONTRACTOR IS RESPONSIBLE FOR ANY EXISTING CONSTRUCTION AND LANDSCAPING TO REMAIN. ANY DAMAGE CAUSED BY CONSTRUCTION IS TO BE REPAIRED 042 REPLACED', LAN2SMCAPE �QTES 1.) r;?,n-VIDP-- NEW A;2GEN-,!'lNE BAHIA SOD IN ALL AREAS DISTUPSED FROM CONSTRUCTION. 2.) P120VIDE 3" DEEP CYPRESS MLLCH IN ALL Nf=-\/V PLANTING AREAS. NEW 3' H. HEDGE MATCH EXISTING EXISTING SWALE LIMD TYPE ---0UANTrrlY-- LI - LIROPE 18" O.C. 3 GAL. SIZE PP - PIGMY DATE PALM, 4'- 6'HIG4--4 IS - 12* HIGH ILLEX SCHILLING OS - 3'-0" HIGH QUEEN SAGO DETAIL Z I SCALE, 1/8"- 1'-0" REF. THIS SHEET \ A-) EXISTING SIDEWALK APR 19 1999 --------------- LEGEND EXISTING OAK TREES EXISTING HEDGE EXISTING VIBURNIL-4M HEDGE NEW 3'-O'H. VIBURNIUM HEDGE AT 30" O.C. NEW 12'TO 161-1. SABAL PALM. STAGGER HEIGHTS. NEW 3'-O'H. HEDGE, MATCH EXISTING AT 30"O.C. mm 5/8* CDX PLYWOOD AIPOLITE FIXED ESP ALUM. LOUVER A 3/4' STUCCO OVER v GALV, METAL LATH OVER 30LB FELT EXTERIOR CDX PLYWOOD 3/4' STUCCO OVER GALV. METAL LATH OVER 30LB FELT OVER TWO LAYERS OF RADIUS CUT 3/4' CDX PLYWOOD STUCCO OVER GALV. METAL LATH OVER 30LB FELT OVER 5/8" CDX PLYWOOD LOUVER DETAIL (AT STUCCO) SCALE 1-1/2'- 1'-0' IZE-:F, THIS SHEET T.O. BEAM OL T.O. SLAB +0,-0, T.O. BEAT T.O. SLAE +01-01 NOQTN ELEVATION SCALE: 1/4" = 1'-0" --6� 2 ',6 F—\A-4 , 1)' ^- r-% I A =C--r*l A I I lk A I r%l R 1=r-) 2'-0" ESP ALUM. LOUVER. C.J. it _. i'�-M1'- NEW IX8 BEVELED HARDI E30APD SIDING STUCCO'—� IX8 BEVELED HARDI BOARD SIDING OVER 30LB FELT OVER 5/8" CDX PLYWOOD 5/8" CDX PLYWOOD AIROLITE FIXED ESP ALUM. LOUVER 3/4" STUCCO OVER GALV. METAL LATH OVER 30LB FELT OVER 5/8" EXTERIOR CDX PLYWOOD 3/4* STUCCO OVER GALV. METAL LATH OVER 30LB FELT OVER TWO LAYERS OF RADIUS CUT 3/4" CDX PLYWOOD LOUVER DETAIL (AT SIDING) R 1-11T - 1,—r1, C)F=F= 'rLJIC,' ROOF TRUSSES AT 2'-0" O.C, — KEMLITE FIBERGLASS PANELS OVER 1/2'CDX PLYWOOD OVER IX3 LEVELING STRIPS AT 2'-0" O.C. 20' EXISTING 20' ADDI'rl0N BUILDING ADDITION EAST ELEVATION SCALE- 114"- 1'-0" a� 4 !X8 BEVELED HARDI BD. SIDING OVER 5/8" CDX PLYWOOD COPPER FLASHING OVER P.T. IX3 T.O. BEAM + 14'-0" 5/8" STUCCO T.O. BEAM +81-0" STUCCO T.O. SLAB +01-0" V) M Z w V) N0 C4 (A (000 M M co 0 0� Ld 0) m0 ul (o M u-, Ln Z D < >- M 0 � 0 Z w 0 Li in w m > V) U) w > Z O w 00 z w z 0 w cy at w co < WZ o u- 0 i LL OF >: �- a Ir- z z ::) 0 Lu W°t a Q aUJ = Z w Ly 04 00 0 u— co L) LJ 0 w CL 0 LA- V) z 0 LAJ cy laJ O A z MAR,'99 THESE PLANS MO THE WDRIOAMON SHOWN HEREIN ARE THE PROPERTY OF MUND & DRITENFIAS, ARCHITECTS. PA AND RPRWX104 060-MFZ OR USE rtOW IN *CU OR R4 PWT 6 DPRMY PRD- NOTED Wmw WRITTEN POW". COMM. NO: 050798VB DATE: 26 MA2,1999 BY: im CH'KD: J'=B SHEET NO. A-4 OF NINE STUC( lmlz•-lw 1 gm•�• SCALE: 114' - 1'-0* --lX212.S. CEDAR AT 3' O.C. EA. WAY 2'-0' DIA, ,if 3OVER 112" CDX PL)'WOOD PAINTED - ` _ 12 ESP FLAT BLACK ALUM, LOUVER CNEW FIBERGLASS SEE DETAIL 2/A-4 SHINGLES) -2X6 P.S. CEDAR T.O. BEAM +14'-0* z 41 T.O. INT. TIE BM 8X16 CsTUC'C0 T.0 sLAB PROVIDE 6X6XI/4* STAINLESS STEEL ANGLE FOR ANTENNA HAWDI BOARD SIDING I I -- — — - --- � 1, "-- 20' EXISTING 20' BUILDING ADDITION ��t--ADDITION h I WEST ELEVATION SCALE: 114"- I'-C" OT.O. BEAM +14'-0* EVELED SIDING C !kj-4;2, '99 T11M ILAMS AM THE MM"TION SHOWN HEREIN AM THE PROPEF" OF EXUND 4 ORM)SAS, AWXTEM PA AND DISMOSWO OR USE TtOW N *W OR IN PONT S OPRESSLY PRD- POUSSION, 'COMM. NO: 050798VB DATE: 26 MAR, 1999 CH'KD: J99 SHEET NO. A-5 OF NINE +14'-0' 3"X5" ALL TOP SEC 114' ALUN SPLICE P SECURE (4) 1/2' DI, THRU 80 114' ALUN AT MID P 3'X5' ALL BOTTOM VERIFY DIMENSION WITH MANUFACTURER JAMB DETAIL SCALE, 1/2 SCALE REF, THIS SHEET A-9 DETAIL SCALE, 3/4' - 1'-0' REF, SHEET A-3 =T SCREW ATTACH TO CONC. TIE BM. WITH (4) 1/2" DIA. EXPANSION BOLTS (2) 12"X5"XI/4"X5' LONG ALUMINUM L'S 3"X5" ALUMIN00 TOP SECTION ATTACHED WITH (2) 1/2' DIA. THRU BOLTS EXISTING OR NEW CONCRETE SLAB 10, 5 I cD SOLID GROUT 1/8" THICK ALUM, DIAMOND COVER PLATE WITH FINGER _� PROVIDE CARRIAGE PULL HOLE AT 3"X5" RECESS BOLT WITH NUT AT FINGER PULL HOLE 3A\ `JCUT AND REMOVE 10"XIO' SECTION OF SLAB AND REPOUr NITH BLOCKOUTS FOR 3' DEEP EMBEDMENT OF 3'X5" ALUM. ANI 18' RECESS FOR COVER PLATE gOTf,: N AREA OF ADDITION PROVIDE O"XIO"X3" DEEP BLOCKOUT N SLAB WHEN POURED 1/8' RECESS—, \ FIBERGLASS SHINGLES OVER 30 LB FELT OVER 5/8" CDX PLYWOOD OVER P.T. 2X6'S AT 16" O.C. T.O. BLOCK IX4 CEDAR DUR-O-WALL LADDER TYPE HORIZ. REINFORCING AT 16" O.C. (VERTICALLY) — FINISHED GRADE OL T.O. FTG. _f +0'-0. 5'-0" X 10'-0" X 10' DEEP CONC. FOOTING W1 5 =5'S LONGWAY AND 7 :15'S SHORT WAY I" PVC UNDERGROUND ELECTRIC FOR LIGHTS, TO EXISTING PANEL PROVIDE (2) a8 WIRES AND (1) uIO GROUND WIRE. SCALE: 1/4" - 1'-0" "► m ,A► LL • s m CONC. BLK. TO LIGHTS v■fii■�Y ii��t7 O 1 3 La a �a O d a a e a a c 6 Q d 'o i o o00 000 I 4'-0' SECTION SCALE, 3/4" - 1'-0" REF 1'-0" OVERHANG AT BOTTOM OF 2X6 SUB -FASCIA T. 2X6'S 16' O.C. (TYP.) AT CAP, PROVIDE 8X8 CONC. FILL W/ ! ED CHANNEL BLK. =5 CONT, 0 ov o 1/2" R.S. CEDAR PLYWOOD SOFFIT 2 RECESSED COMPACT FLOURESCENT, EXTERIOR UL APPROVED LIGHTS PER SIDE UNDER OVERHANGS, ON PHOTOCELLS 2X8 R.S. CEDAR FASCIA OVER P.T. 2X6 SUB -FASCIA IX4 CEDAR IX8 BEVELED HAl2D1 PLANK SIDING OVER P.T. I X 2 FURRING 16" O.C. (SEALER PRIME ALL FACES AND EDGES PRIOR TO INSTALLATION) LINE OF BLOCK / STUCCO FIN WALL BEYOND SEALANT SLOPED POURED CONC. SILL W1 I =4 CONT. 5/8' STUCCO 12" CONC. BLOCK BASE 6" SOIL COVERAGE ON FOOTINGS (2) 1' PVC DRAINS AT 2'-6' O.C. 1'-0" DEEP GRAVEL STUCCO FIRE / EMS ` EMERGENCY IX8 BEVELED I HARDI SERVICES PLANK SIDING S'TA"TION #S SCALE, 1/4"-I'-O" _ 4'-0- BASE DIM SCALE, 1/4"-I'-O" 7'-4' FIBERGLASS SHINGLES 6" HIGH METALLIC LETTERS (SEE SPECS) ��- — LINE OF CONC. FOOTER BELOW. CONC. FOOTING W1 FIVE u5'S LONG WAY, 10'-0' X 5'-0" X 1'-0" DEEP AND NINE =5'S SNORT WAY i tt5 VERT IN CONC, FILLED CELL TYP. 001 LINE OF 12" BLOCK AT BASE TWO RECESSED COMPACT FLOURESCENT L1L APPROVED LIGHTS PER SIDE UNDER OVERHANGS ON PHOTO CELL. TIE INTO POWER SOURCE AT PALL MARS '49 T PLAM NO THE NFOF"ArON SHOWN HEPMN ARE THE PROPSM OF EOU)W ! WO AS, ARCkRIEGi5. PA AND OR USE IMF IN ?*w OR M PARf IS O®mmy PRO_ tN8fm w r wwm PER1715SION, k .V LOCATION MAP Scale: N.T.S. - Comm. Nail Fd. ---_ on Surface SURVEYOR'S CERTIFICATION L 5' 5/8" I.R. Fd. -_ -- - (no cap) C� rn w in SEBASTIAN HIGHLANDS UNIT 10 00 Sub'eet Pro ert TRACT ,°F" -- .�----�{ Q U . ,U t \ v j a - Asphalt Parking Lot 0 tv ✓�+23.70_ South Ede As halt Parkin.q Lot ?!.Is 23.25 -_ N 0 q > U 2 2 .4 23.0 23. 3 tt 1 /2" I.R. Fd. " . , „ , 1 / ? 1 R. F� o 10 o Oak Myrtle Hed e N 55 42 21 E' - 208. 77 e.8 � Deep 1.3 t Deep o Y^v'Y v'Y v YYY v e+22.a Myrtle Hedge _ - _ v"YYtro co 1 Water �YYY .v �.,,Y Y_Y-�-Y Y.Y YY�22.9, 1 1'y YYYWY-Y v'1r 23.6 lYY v Muter (no cap) �/� � ��-_-�_.� .,tn_ A � � �.. ti �.��_n �._�. � � � ' Edge of Conc. 3"0 Oak0 5" Oak �, Brass pion„' in N 1 3"0 Oak Parking Lot 0 5 High Wood Enc{. 4" rd Oak1 I ic:dle f i P.�a.C. (lak 2216 3 23.3o 23.52 8 P.V.C. Container 1� f1R ---- an ' n n; �22.72 23.06 23.53 i I Wood i I IW W N `.�,4f + C `N N - N c� Oak 4'(8 Oak I W I .P.P. Wood Fence �o ' 4"0 Oak I I c o o Met. Si c ° n g ` Post E _ 1 1 "0 Oak U V) o � � AL (Split �neara o 5.Ok base) � o a x 224.3� O + I -a o 4 c� O � ( v' Q' (> Ma ( -1 U V1 I cd �F_ - w Metal Plate r, I Septic i� Conc. A� C ad Tank p7 q) m 41 N v N -Base of Cam2s.4 25.4 `r °f '-I `O U z; ci �I0_ Planter N Radio Tower 25.4 N N N (V c L IN (y^1 N N N N N +23.SF 23,70+ Cj I c 23.90 _ 24.32 25. _ / i -1 Septic U I o Red Set 23.7E n ardwoo L- -a Tank 0 0 v . �'J - Bash 1 Story , �, Conc. Pad w/__ Met. Flagpole 23.91 - 24.37 C.B. Building I W 1 i 11 Met. Pole (office) Cy N ;� i 2} F.F. El. 25.62 N N N �I U 8. High 2fAt4 r1 19.80� 0. f .� 5.8.-Tel. -Sox .-- - - !I l �:i w� � � \ 24.8 _ _ono, �ai�e`r --� cn1A4J 7W17 77 T _, j 25.00 23.70 - 23.1 1 22.97 W 0 t\ tD D d J 'cNv cNv cV c4. 23.53 23.74 1 High 1 Story w o LI)N} N C.B. Building 1 1 Concrete Driv ci o N Concrete Parking Lot (main garage) F.F. El. 25.13 nl U''- a I 6" 0 oak � N TE: Culvert Pipes and9�11� � i � # ( o ° °' Concrete Mitered q. q. I o_ O 0 N - L f i �t - -- -- 23.69 23.07 22.90 p L L1 L L ALL C1.L_`�-2-4.5 ( 1 Ends Buried. 2s.o 2a.5 C - FO CL O = I % Metal �, Miter 0 2 5 o v -- Shed] i 1\ 00 N , N .�' "� oak / e L N N N N I Q� N 22.0 c7 + o C.) 23., 4 W �Qxq z39 > Top of P.V.C. v C 20.7N� 5"0 Oak a 5"o Oak o 'n m ux OR rn J111 0 N N N v N 0. e ] ►' Q 'Y u_ RetArntion� wl Top of Bank 0 o 'o +� 23.4 23.4 23.5 ; v o Area o Y j N ----------+ - -- -+ - -- a o �' 20.4 N o 0 1 Inv. 22.15 �- : F Zt?,4 Toe of 2o,7E3ank_____ .21.0 I Uj Post In 23.3 Concrete 20 6 Retention 2©5 (dry)J 0'9 N W I N 1 • Wood R Fence 23.4 "0 10ok 0 On � - -- - O Wood Fence -+ Drive 5 k � Toe Banff I Galy. Pipe ,. t. 22.9 2,9 23.0 --. 23.2 �I `° 22.6 Wood Fire Dept. •_ - ---- _ _.__ U.G. Feed p g Fire D Top of Bank``- - N S.B. arn. , a \ Servrce N __ ,• Wood "0 Oak S.B. Conc. Pad N Electric lPole N�E'arking Only ..- __- CParking n{y I Sign �, R��I /�Pi T erv. Box � M o Sign J�� - '�� t� . �� fir' _ 22.3 . % __.Overhead Electric - -' -T: 20.9 5f0 IS __T_N op o Bank 20,00 ' N _ __ 15" C.M_F'. N a 1 _- Wo P. w/-- IJ.G. Cabe �� ___ _c' ___ Inv. 19.97.20.5 20.5 Transfor er & - , _+2 .5 Inv. 1 $6 -1.A9 --- _ -- -_ - -__ NN r; 20.6t Top of Swale 0 B. 20. Strut i ht Warn. Sign N.G. 20.720.08 btu 22.06 r1.98" P' V • I.R.• 4- g 1.54 I 20.8 T© pf Bgn Stop + o - +21.2 -- --- -_ - - -- - _ - 5 _8� R. F d. - 21. i + - ��, Conc. Concrete �\ onc.o eapj --- -- Red Set Miter Drive ®j Miter +21.40 �� "Slow "� �, d "25 M.P.H." •(Zed Set Q 21.21 Children" `26 --- - -- --- - -- 21.33 - - --- - --� 21.40 Sign -+- -- - - E.P. E.P. a� w_ .So ---------T-UL-lP---DRIVE--(2 '± Paved, ------ - - - --- 2,.6 - j--- -_ 925.55' E.P. E.P.-49 >I !� I i, Charles A. Cramer, hereby certify that I am a Registered Professional Surveyor and flapper, licensed to practice in the state of Florida, that this survey was made on the ground, under my immediate supervision, and that it is accurate and correct. I further certify that this survey rneets the requirements of the Minimurn Technical Standards as described in Chapter 61G17 of the Florida Administrative Code pursuant to F.S. Chapter 472. There are no visible encroachments except as shown. The last day of field work was March 2, 1999. Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. Char'les A. Cramer, P.S.M. Reg. #4094+ 1840 25th St, Vero Beach, FL 32960 Indian River County Surveyor (407) 567--8000 R/W Line R/W Line T.B.MI.= R.R. Spike in S.W. Face of Service Pole on North Side of Tulip Drive, 50'f N.E. of CL Concrete Drive to Fire Station. Elev. 24.206 I.R./Cap Fd. Kimbail/LLoyd , Scale: 1 "- 20' LEGAL DESCRIMON A portion of Tract "F", Block 208, Sebastian Highlands, Unit 10, as recorded in Plat Book 6, Page 37-J of the Public Records of . Indian River County, Florida; more fully described as follows: Commence at the intersection of Barber Street and Tulip Drive (formerly Rose Arbor Drive), run N 34'20'20" W a distance of 40 feet, Then run S 55'39'40" W a distance of 50 feet to the POINT OF BEGINNING of herein described parcel. Then continua S 55'39'40" W a distance of 2G8.71 feet. Then run N 34'20'20" W a distance of 208.71 feet. Then run N 55'39'40" E a distance of 208.71 feet. Then run S 34'20'20" E a distance of 208.71 feet to the POINT OF BEGINNING. Containing one acre, more or less. Dying in Indian River County, Florida. 24/9 +0.00 = Elevation , 0 = Diatneter U.G. = Underground S.B. = Southern Berl Conc. = Concrete Inv. = Invert Goly. = Galvanized Warn. = Warning N.G. = Natural Ground I.R. = Iron Rod Fd. = Found P.P. = Power Pole E.P. = Edge of Pavement F.F. = Finished Flour C/H = Overhead C.B. = Concrete Block Met. = Metal R/W = Right -of -Way T = Centerline; 3 -o m w cr) cu CD 0 co cc LLI C. Cli 0 0 03 a. cn c0 LOCATION • 1 I Y �' v m- �`� ° a � I I III �II N Asphalt Parking Lot p v D_ 0 GRADE SHALLOW SWALE m I 1/2" I.R. Fd. 0 v MEANDER SWALE AROUND EXIST. TREES o O N CONNECT TO RETENTION AREA 0.8't Deep r N N (no cap) 22.95 23.70 Sout Edge Asphalt Parking Lot_ +23.18 - - +_ p In > -i- - 4- - 23.0 - -23.2 23.2 2 4 cv _ Z N 1/2" I.R.R. Fd. 22.8 +22.4 -- . I O 1.3't Deeps 10"w Oak M tle Hedge N 55 042' 2 " E 208. 77 Myrtle Hedge N g Water (no cap) tY Y"._'�•'`r._Y�v��.� v.. ,�`>,- 22. 23.6 '7,-Y-'v�,✓-_, '� Meter fi_.. ^ _i _ i ✓\✓l �ti� it n`J 1✓'���� �.' �k L �_ '. NY �- -- 0 Brass Un on in �z s ® t-,w Middle of 1" P. C. N N N w •-•K 5 High Wood End. w/ _ 4� Oak l N �23.01 23.30 23.52 8" P.V.C. Container 6' Oak 'o Cr-,k l N N N� 22.72 23.06 23.53+N X ��O �� <� l °' I Wood N C,41 N C� `ti 5" 0 Oak - 1.-%'a u• � � ( P . P . pti i . Concrete Parking Lot 3 46.66 r, J 20' PROP. �'�H�jE�D`JG�E o in l� 1 L 1 / t - m PRO 4" COI�C. SLAB I o 3 Y a REPOUR CURB/ -�; 0 ` l `� g SIDEWALKS p _ `� ~ m o C TO BE FLUSH I 1 ` � 4 f. d4.8 I „•z 60K ( ~ `4.70 m W/ PAVING REOCATED ,.-----� o 0 0 Z ANTENNA A/C COUP. 0 W Lf) PROP, BUILDING ADDITION r 1 ° p F- FF EL 25.62 Septic �r 0 25.37 25,42 ' Ro I Tank Cq Cq m NIRESTRIPE PARKING N ' Q C14 "I25 Conc. A c Pad � � � �I N� �Z( (V N N N FOR PROPER SIZE �- �o N - 2�J 4 25.4 N N N+ N HANDICAP SPACE �Ox �1ox ��. 'k A� 25 xistin antenna r _ ^� x 9 Septic NtY AND AISLE 74E36 �° 11' dw , t- J Tank o ✓^ Conc. Pad w/ e 1 Story o lad Q Met. Flagpole o C.B. Building 00 co O i x Planter ^�`" O o N `J 2 ti �• (office) PROP. SIGN -�� N ^ C` M ... 1 2 0 Met. Pole ti � > N 8' High F.F. El. 25.62 SEE DETAIL A/A-9 N N N 2q 19.80 20. T 4 S.B. Tel. Box C 0 n. a 1Z4W-„M �24.8 25.00 23.70 I 23.11 22.97 IConc, Miter QO a d N ° III PROP. 6" CONC. " PRORC ST. BUTT JT. I 24. 2 (f) 23.6 23.07JL 22.90 NJ 1.6 n c. 0 2 5 Miter N O I'- '• N Ln N N CD N 22.0) k > 24 10 , c3 9 U Cj Top of P.V.C. O C Z w { 5 v Oc4 70.66 ak 36.33' c� N N r O O O p,j; ro ? ,�• O .� 3 p C N I� N Retention ^� Ntw PROP.CONST. BUTT JT. Top of Bank GRADE RUNOFF TO 0> o o �o Area o x 3.5' 1 1 ' S • I "' 23.4 23.4 23.5 ETEN TI ON AREA a , i ` N N O N a e i 4" CONC Inv. 2.15 50 3: 20 4 ,° m I Existing Concrete Drive Co 20.4 Toe o 20 tank 21.0 k ,i5"0 Ock ul I 8 CONC N d Retention Are (dry) 20 8 N r- 5'0 Oak ni 23.4 (p G k Yvooa N U69.2 O ° t� ,� c0 cD �p d N � N ; N .� ®� c�i •-- N N .- c.i N N r�i N� 23.53 - 23.74 I o High 1 Story g RELOCATE C.B. Building .O� + N SHED (main garage) `5 F.F. El. 25.13 `) N I REMOVE r•� } � 6,­,p Oa k `1 TRASH CAN Z _x ', ` I SAW CUT & REMOVE EXIST. CONC. AS REQ'D TO CONSTRUCT BUILDING. REPLACE `* ENCLOSURE < o {y WITH 8" THICK CONC. WITH CONST. BUTT JT. T ° a m 4- T _ kAi y� > N Shed 060 < o r a� RELOCATED SHED AND TRASH PROP. BUfI G ADDiT ON n 0I CANS. POUR 4" SLAB BELOW. N FF EL 2 i r ah .13 2" GaIv. Pipe ` 1, "Fire Dept. 22.6 U.G. Feed Wood I� Parking Only M m Service N Sign S.B. Conc. Pad N �^� Electric cJ p ��/ N N EServ.lect Box Pole N r �� ® ! \/VV L ✓n e (flush) Cn ® S 55o�V 49 W A. 5op of Bank 15" C.M.P®22.17 U.G. Cable - - Warn. Sign Inv. 19. 6 ® - - N.G. 20.7 20.08 621.89 +22.06 20.8 To f Bank Sto ^� Conc. `O Miter N Q:) W NOTE: Culvert Pipes and "Sow Children" sign A I--,'d- Concrete Mitered Ends Buried. _ _+21 21 6--+21_33 Comm. Nail Fall. 21.50 on Surface - - 925.55' R/W Line T.B.M.= R.R. Spike in S.W. Face of Service Pole on North Side of Tulip Drive, 50't N.E. of C Qoncrete Drive to Fire Station. Elev. 24.206 E.P. E.P. O *14' 20.6 TO REMAIN 20.9 ' l '0 pa Toe of Bank 20.5 �l 22.9 2.9 23.G 23.2 S.B. W Top of Bank N rn. Wood gn 120.9 22'g0 P.P. Over- e: Electric O cv -- 21. 2L 0 22.3 N 22.6 5/8" I.R. FdS Wood P.P'. w/ Inv. 19.97 +20.5 20.5 (no cap) Transform r & - N.G. 20.6 Top �f Swc -: Street Li ht 1.98 k21 .2 +20• o� Conc. 21. Miter +21 .40 / 'b 25 M.P.H.' Sign 4, � 2� 21.40 -+21.31 - 21.3� P. 2 L U r ° P. 0 R/W Lin f I.R.,/Cap Fd. _ Kimball/LLoyd r. iL W I I � I� i N N N If` L•V /II cc I I . a_ W II ( m II Q I� m O II 0 a Q II I II a - I I i s 0 0- N O Y m a 3 M 32 _ • s• ct "al Scale: 1 "=200 LEGEND - PROPOSED IMPROVEMENTS DRAINAGE FLOW +22.90 EXISTING GRADE 'Q� PROPOSED GRADE PROPOSED BUILDING PROP. CONC. PAVEMENT, SIDEWALK, ETC. Y PROP. CONTRACTION JOINT LOCATIONS PROP. CONSTRUCTION BUTT JOINT LOCATION CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21ST STREET 562-4191 (TEL) VERO BEACH, FLORIDA 32960-3472 562-7180 (FAX) INDIAN RIVER COUNTY DEPARTMENT OF EMERGENCY SERVICES EMS/FIRE STATION #8 RENOVATION GRADING AND PAVING DWG BY APP'D BY H. SCALE V. SCALE PROJ. N0. DRWG. NO. SHEET# 19 GAS GAS 1"=20' - 98-10028 985-99 C- 1 Z w W CL coo tnN0 � N � M 1 U M ILOW °°®L0 �� _ J r ®I <3LO Z 0 awe D >- m W 0c� �o W (D > IL J W LLJ U Z > O or_,, F__ LLJ Q (� > /i 0 z W LLJ 0� � Q LLIO I_L _ LL_ O< �r Z ::) 0 z ® (0 C') W LLJ U F- M CE Ld � - Of LL_ > F- LI- 0 _ fY = 0 Q LLI a Q Nm 0 O t Cif WW z00y U a- O to -_ 5' WIDE, 4" THICK F I F3ROU5 CONCRETE PLACE C60TTOM OF 50D 3" DELOW 51C)EWALK 5URFACE 3" TYPICAL SIDEWALK DETAIL N.T.S. 6% 8" 8" THICK ® EDGE 6" FIBROUS CONCRETE LIGHT BROOM FINISH 6 3" a g'•'...�..:. : ......f i x :. `•. •:. ,.. ' :.... ) .... :f' •�'''e`.'� '.:. COMPACTED TO 98% OF MAX" GRANULAR SUBGRADE 1=1I1=1I1=1I 1=1I I I Ed I I—III=I I I—. DENSITY PER AASHTO T-180. III=III=III=ill 'III till �— MIN. 50 F.B. V. �F; fs F. k�GI VARIES V— A F —1 OF SOD TO BE LAID A MIN. OF 3" BELOW TOP OF PAVEMENT SURFACE PREFORMED JOINT FILLE SUBGRADE 1 #4 GENERAL FILL COMPACTED TO 98% OF MAX. DENSITY PER AASHTO T-180. MIN. 50 F.B. V. TYPICAL CONCRETE PAVEMENT SECTION N.T.S. REMOVE %2" OF JOINT FILLER FILL W/ JJOINT SEALANT CONCRETE PAVING EXPANSION JOINT DETAIL a 1" DEEP BY 1/4" JOINT FILLED WITH SEALANT -�{ I--1/4• f 1 e. SECONDARY POUR BUTTED AGAINST CURED CONCRETE BUTT CONST, JOINT NTS " � 1 I � /c 1/8' TO 1/4' a Y 3/8' POURED JOINT SEALER In 9/16" PREFORMED ELASTOMERIC SEAL z 2 v N COMPRESSION \ ¢ Z 3/8" BACKER ROD BOND BREAKER Q� U ao o� 3 3w CONTRACTION JOINT DETAIL CONTRACTION JOINT DETAIL NIS NTS CONCRETE PAVING NOTES: 1. CONCRETE FOR PAVEMENT SHALL BE A WORKABLE PLASTIC MIX, HAVING A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE PAVEMENT SHALL BE LAID IN A SINGLE COURSE AND VIBRATED: INTO ALL CORNERS, ALONG ALL FORMS, AROUND ALL REINFORCING STEEL, AND AROUND ALL MORTAR CHAIRS. THE FINAL CONCRETE SURFACE SHALL HAVE A UNIFORM LIGHT BROOM FINISH. 2. REINFORCING STEEL SHALL BE GRADE 60, TIED STEEL BILLET BARS CONFORMING TO ASTM — A615. THE REINFORCING STEEL SHALL BE LAID ON AN APPROPRIATE NUMBER OF CEMENT MORTAR "CHAIRS". THE "CHAIRS" SHALL BE PLACED SUCH THAT THE REINFORCING STEEL HAS 2" MIN. CONCRETE COVER IN THE PAVING COURSE. 4. PREFORMED JOINT FILLER SHALL BE OF THE CELLULOSE FIBER TYPE, CONFORMING TO AASHTO — M213. MATERIAL SHALL BE OF THE "SEALTIGHT" LINE AS MANUFACTURED BY W.R. MEADOWS OR APPROVED EQUAL. 5. JOINT SEALING MATERIAL SHALL BE A HOT — APPLIED POLYMERIC SEALING COMPOUND CONFORMING TO AASHTO — M173. MATERIAL SHALL BE "SEALTIGHT" #164 AS MANUFACTURED BY W.R. MEADOWS, OR APPROVED EQUAL. 6. BOND BREAKER ROD SHALL BE CLOSED CELL, EXPANDED POLYETHYLENE RODS CONFORMING TO F.D.O.T. SPECIFICATION 932 — 1.9 (1991 EDITION) 7. PREFORMED ELASTOMERIC SEALS SHALL BE OF THE OPEN CELL COMPRESSION TYPE, CONFORMING TO F.D.O.T. SPECIFICATIONS 932 — 1.6 (1991 EDITION) 8. SAW CUT JOINTS SHALL BE MADE IMMEDIATELY AFTER THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING (APPROXIMATELY 8 HOURS) AND BEFORE UNCONTROLLED CRACKING OCCURS. IF NECESSARY, THE CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF WORKERS AND EQUIPMENT TO COMPLETE ALL SAW CUTS BEFORE UNCONTROLLED CRACKING CAN OCCUR. 9. JOINTS SHALL BE CONSTRUCTED AT THE LOCATIONS AS INDICATED ON THESE PLANS OR AS DIRECTED IN THE FIELD BY THE ENGINEER. 10. CONNECTION TO EXISTING PAVING SHALL BE ACCOMPLISHED BY SAW CUTTING ANY ROUGH EDGES ON THE EXISTING CONCRETE AND PLACING EXPANSION JOINT MATERIAL BETWEEN THE EXISTING CONCRETE AND THE NEW POUR. 20' de . SLOPE TO RETENTION AREA THICKEN EDGE TO 51 TYP BOTH SIDES m 6" CONCRETE DRIVE WA Y ADDITION SLOPE SECTION A 36'f CONCRETE DRI VEWAY WIDTH VARIES NOTE: SEE TYPICAL CONCRETE PAVEMENT SECTION FOR FILL REQUIREMENTS UNDER THE CONCRETE PAVEMENT N.T.S. NOTE: SEE PLAN VIEW FOR ADDITIONAL PAVEMENT AND RETENTION AREA GRADES. EXISTING CONCRETE PARKING 5f 5f ► 1 • • /. •. �Mviwawzf .1 A 111011190AI-. 11 -., WHITE SECTION B HANDICAP e a BLUE SIGN `' d ®' NOTE: USE ONLY D.O.T. TRAFFIC J p STANDARD 6' PAINT FOR STRIPING 12 WHEEL STOP PROPOSED Q ' a. a BLUE SIDEWALK (TYP) ® e. a. WHITE e a. a 5a ACCESS AISLE e a a ' PROPOSED PAVEMENT FLUSH W/ SIDEWALK (TYP) TYPICAL 900 HANDICAP PARKING SPACE N.T.S. 20' 4•" WHITE D.O.T. TRAFFIC PAINT (TYP.) * 10' 1.5 STANDARD 6' WHEEL STOP * OR AS NOTED ON THE PLAN REGULAR 90° PARKING SPACE (TYP) N.T.S. NOTE: ALL PARKING SPACES SHALL BE EQUIPPED WITH WHEEL STOPS. N.T.S. NORTH T MA TCH EXISTING GRADE 23.Of NGVD I CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21ST STREET 561-582-4191 (TEL) VERO BEACH, FLORMA 32980-3472 561-562-7180 (FAX) INDIAN RIVER COUNTY DEPARTMENT OF EMERGENCY SERVICES EMS/FIRE STATION °8 GRADING AND PAVING DETAILS V) Z w Li ~ �_ D to cn O ® I... ® ®a I U ® U O � � o� W m °° 0 Lx' Z >— m J Q w �®Z ® x O W w>� (n W 0 W U) U W 00 Q:� Q W ry W Z Li 0 Q z O z v hr7 W (f) Q= � Lo � :�E W V H z UUQ z 117) N m LL W � 0 00 0 W ® F1_ z U W O IY w O IL LL. W z 0 W w w a 0 z W