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HomeMy WebLinkAbout2000 - (#8) Chesser's Gap Charter School & Investment Center{ r._,_.—._,_.._,_,_,_._.._,_._.,_,_,_._,—,_,_,_,_,_,_."_._._,_._._._,_,_,_,_.,_,._,_,_.,_,_.,_..,,� I 7 PARKING SPACES ; ---�...� , EXISTING PARKING I LO o ! ; EXISTING GRASSED o f I W FIELD 7 ARKING SPACEry a W F- �. LLJ Jz W EXIST. SHED CONCRETE WALKL z CONCRETE ENTRY DWELL -CONCRETE WALL PAMp WITFEIECTRIG ❑ p PAN L � z U r � _._., r 4 N ::... ......... :.. ............. ...... ..... .T......... ...................... ­..�­. >::•;:= ...... .:._ ...................... ..................... .....U.... ............... ............................................ ................... ...........-.-.-............................. ... ............................................. ....... G... PLAY AR....... 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N LI �, . SHEET �I i i I COLLIER WATERWAY 0) 6 O O i p I Q Q Lo LO Ucy) � N W� (0 0-) N f-- Q W� F o ZLLI W � U Q W m �O 0) ry �Nw > a°�o cv°UTd°;+ qvo a u •3 t'b � o Q4 �j ��•"� �. Nn- Vpi a61 U ¢ CS diC .yy�'w ¢y N � p• m 3 N-•- O L > p O +L+aU(/J�Qt CQ O o`�ppyiE m ar N2 > •V41 pi u m a,,-Nc• c O N O j 0 N O« a a v a o i 3 O O 1-4 O rV� V f V 0 c �WLO � W � Q ry W � z F- �c\jd �1 m Wow SEAL: Robert Banov Q rn 0) I CD'n as O SHEET 2 I --------------------I DROP-OFF C-0 ........................ .......... ............. ................. ........ . .. ................................. ............ ........... ................................... O ........... . ............ ................... ........................................................ ....... ....... ........................................................................ ........... ... ............. 45' .................... ........................ ...................... ............ . .............. 50 C( R'S GAP PUD -OPED LAND DLLIER WATERWAY, 0 0 0 Ln (_0 Q .0 0) ry � CD (.0 0-) w C) F p z w 0 C) Lij Ln m r,- o 0) ry �N> LLJ a: > 0 c a ? t 32 m 0. _'U NyoyU�. 0_2 al 0, 0- CLV'U CIO C) C) Z op Ln E-4 < TWO -gel F_ < cc) m w v) SEAL: Robert Banov 0) 0 C) C14 m C) 1 0) (N 1 Lo .w 0 SHEET x ,.Xx. c�. ., � \ ED F AV T • .. '� \ � -� SITE AR i 9 = � .{'_�3 GE 0 P EMEN � EA 3,833 SF 2.15 Ac 100.0% :� •s;, - _ k ::' .95 � ,. � ,I : BUFFER (GREEN) ..AREA 18,918 SF 0.43 Ac 20.2% a�`�.� 7 SP ES AT 1 = 0 �" 3.30 24 ' WIDE STOP BAR �, ` �;, - . � I �. \ 6,054 SF = 0.14 Ac = 6.5% `h I 0 23.1 PAINTED WHITE f - - - o CONCRETEAREA1,248 SF 0.02 Ac 1,3% - I � . ; � 1 � PAVEMENT AREA 10 304 SF = 0.24 Ac 11.0% 6 30 R1 1 STOP SIGN ! -r NOTE: PROPOSED P RKING 23.3 - - A 17,606 SF - 0.40 Ac - 18.8% 3, , v 5 'L TOTAL OPEN _ - g 5 NO PROPOSED EARTHEN MOON WA LAYOUT FOR P ASE II I 0 !. TOTAL 0 EN IMPERVIOUS R 76,227 SF 1,75 Ac 81.2% MOUNDS, S LES. 2 s WALLS OR WATER AREAS PROPOSED FOR �r f o N 100 LF OF 15" 0 CAP � s r t, THE SITE. ;:: fi I- I I SITE DATA (PHASE �11� I _ PROPOSED 12 WATER MAIN - 7 SP CES AT 1 - 0 1 6 IT 93 833 SF = 2.15 = 1 0.0% W SEE JOB# 00-148A FOR DETAILS SITE AREA, =„ N I ,. BUFFER (GREEN) AREA 18,918 SF 0.43 Ac 20 2% � - OP �. PROPOSED TYPE C INLET BUILDING AREA PHASE I 6,054 SF 0.14 Ac - 6.5% T POLE I � .� .. .. ) = 2 192 SF = 0.05 Ac `- 2.3% POSED CLEANOUT � � TOP EL 21.00 ;. BUILDING AREA PHASE 11) - ... INV. L. = 22.00 INV. = 1 = = _ - EL. 8.60 TOTAL BUILDING AREA 8,246 SF - 0.19 Ac 8.8% � ;?Y3 zk. ., If CONCRETE AREA PHASE I 1,248 SF 0.02 Ac - 1.3% x . N 8 23 0 <• I « I � PROPOSED 1 1 I CONCRETE AREA PH II = F, - -, rn SED /2 WATER METER - - E (PHASE ) 0 S " 0.00 Ac 0 AND 2 RPZ BACKFLOW PREVENTER TOTAL CONCRETE AREA _ 1.248 SF 0.02 Ac - 1.3% rn Q UNDEVELOPED x •LAND _ 3. 5 t- PAVEMENT AREA PHASE Q = ,10,304 SF 0.24 Ac - 11.0% W. , • r I .. TAP P : PAVEMENT AREA PHASE II 0 SF - 0.00 Ac - .0% -- PROPOSED 1 WATER f FFUTURE PR POSED M R i I D 2 E MA N w BLDG. O MODULAR BUILDING NG « / TOTAL PAVEMENT AREA _ 10.304 SF = 0.24 Ac = 11.0% w +h ^� 1 x T 101 46 127 6 20 24 51 ,. TOTAL IMPERVIOUS AR _ _ ,LPL 2 2 TAPPING SLEEVE AND VALVE EA 19,798 SF 0.45 Ac 21.1% PHA II - 6 054 SF a SEE JOBS{ 00-148A FOR DETAILS : TOTAL OPEN AREA 74.035 SF = 1.70 AC _ 78.9% ' raT SE PHASE i ( ) 0- Q 105 LF OF 15 0 CAP L'F 19 F F = 4,,r' 3 S ) .F El. 2 00 BUILDING HEIGHT EL - 24.0023.96AP SAW T M T H ....1 PROPOSED BUILDING HEIGHT = 10 CU / A C EXISTING EDGE OF PAVEMENT ' I LIGHT POLE 2.95 i 3.30 24 WIDE STOP BAR I. ,i PARKING DATA (PHASE I) PAINTED WHITE I HANDICAPPED SI iv oARKING REQUIRED 1 SPACE 10 STUDENTS 90 STUDENTS 9 SPACES - M CO" R1-1 STOP SIGN / PER FTP 25 (S .) . 23.3 KI = � � I PAR NG PROVIDED 9 .SPACES (8 STANDARD AND 1 HANDICAPPED) .85 2.9 n EXIST. TYPE C INLET PARKING DATA (PHASE Iq M..,�. co TOP EL. = 20.50s Y ri s so oo• ' INV. EL. 18.20 '- ,. RED 1 SPACE/10 STUDENTS(150 STUDENTS) _ 15 SPACES PARKING REQUI _, ,r ��� ; yr ! ORE DRILL EXIST. INLET _ ri ' I PROVIDED 15 SPACES 14 STANDARD AND 1 HANDICAPPED W < INV EL. = 18.40 `L PARKING ( ) r `a - FIELD VERIFY INVERT EXI TIN VEG TAT WITHIN EXIST. TYPE C INLET 6 « CONSTRUCTION SCHEDULE EXISTING E 10 50 �DUAL 24 , RCP '.. , r o TOP EL. = 20.50 a .. BUFFER AREA AND o CANAL R/w 50 BUFFER AREA = 50 BUFFER AREA .: _ INV. EL. 18.00 START CONSTRUCTION JUNE 2000 TO REMAIN UNDIST RBED INV. EL. - 18.40 .<. END CONSTRUCTION AUGUST.,, .. .. _ .. A 4 :; DUAL 2 RCP. I .. .. Y, INV. EL. 18.00 :.. _ _ � • PERMITS REQUIRED I , ti .. :. .. �. CITY OF SEBASTIAN SITE .PLAN APPROVAL PERMIT 1NDIAN RIVER COUNTY UTILITY CONNECTION x. ,. i S .D. OC 2 DISCHARGE PERMIT EXEMPTION ,:- � , :�:, 41, , j...;, « DUAL 36 RCP ; COLLIER WATERWAY 50 R W � COLLIER WATERWAY � / DUAL 36 RCP Y 50 R/W INV.. = 1 ' INV.. EL. 14.80 .:. r;• EL 5.00 r I FLOOD ZONE r 4 ra THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE X � ' _ ! •' F.I.R.M. E, DATED MAY 4 1989. PER PANEL No 12061C0078 : SURVEY BENCHMARK TOP OF SANITARY SEWER MANHOLE AT INTERSECTION OF .r. FLEMING STREET AND WAVE STREET. T ' EE ELEVATION 23 18 . � ' E S R r _ I r WASTEWATER . O SOURCE ,. o 10 I ' • ' INDIAN RIVER COUNTY GRAVITY SEWER MAIN + + WATER SOURCE 1 " --- - --- - --------- - --- - I I GERO-QTIeN 141t"M141 eNnC UJ _ e r 1 I C. FLAN FAV1�a ACV UKAICACI SUNSHINE STATE ONE CALL NUMBER OF EMPLOYEES 9 8 OF FLQRDA,INC.1 = 40 -0 00 Z I OF , o RANDALL MOSEY, R. PE #22326 _ 00-148 1/2" TYPE 5 -1 A5PHALTIC CONCRETE ON5TKUGT 6" GOQUINA OR LIME ROCK 5A5E COMPACTED II IzI. II II I. III 1 II Ii. I. III II II III . .. �/..0..:. A -If. .. A 7I . .. . - *I .1�"I1I- 1. - /. _m .* \ . '..\ \:. v / .,.I:.. .. - . '1I.I ,[. * II II III 11 I. I. TO 96X MAX. DRY DENSITY PER AA5HTO T -160 METHOD, LDK 100 5TA5ILIZED 5U56KADE MIN. DEPTH OF 8 COMPACTED TO 98Y. MAX. DRY DENSITY PER AA5HTO T -160 METHOD, MIN. FBV 50 751. FLEXIBLE PAVEMENT SECTION N.T.S. SAW -CUT AND TACK GOAT EXISTING EDGE r-O" EXISTING ASPHALT PROPOSED ASPHALT PAVEMENT EXISTING RASE PROPOSED RASE EXISTING 5U3- GRAPE PROPOSED 5U5 -GRADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. 5" UNREINFORCED CONCRETE (F'6•3000 P.5.1.) d 0• • . .• . ;. .$. •:•. ,4 ,•- • 6" 5TADILIZED 5UP -GRADE FEV OF 50 P.5.1. COMPACTED TO 98X MAX DRY DENSITY PER AASHTO . T -180 METHOD CONCRETE PAVEMENT SECTION NT5 (ALTERNATE) ^ MATCH EX I5T IN6 GRADE SAW -GUT EXISTING ASPHALT AT SAW -GUT EXIST ING PROPOSED ASPHALT CONCRETE PAVEMENT ,.` +. 5TADILIZED 5UBGRADE I PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. (ALTERNATE) • 7~ y sue.__._ . , ,_ _ ,r 0.♦ 1 .. . I 1.► O. L��J LLJ # 4 OO WEL5 O z FOR ANCHOR IN& $ 4 DOWEL , � 1'2 REQUIRED) : f - O" 4' - 0" f - O" 6' - O" FRONT ELEVATION SECTION PRE -CAST CONCRETE WHEEL STOP DETAIL N.T.S. I 5 - 0" 1-1/2" TYPE 5-1 ASPHALT I G CONCRETE SLOPE / PLAN II w Q :a :., i. p °' sjII z 5LOPE / PLAN x . x. - x x x . x ICI 1\ /:I,7I/ I I II- I- , • - x . 6X6 10/10 WWM • :. . .,- /I - ) 1# 4 DAR CONT. 6" LIMEKOC,K OR COQUINA MIN. DA5E ; 6" 5TADILIZED 5UE-GRADE ' - II CONCRETE SIDEWALK DETAIL N.T.S. Z_ HANDICAPPED PARKIN& 5I&N PER FTP -25 _f- 5' 12' MIN. PERPENDIGULAR NOTES' 1. TOP PORT ION OF FTP 25 SHALL HAVE A REFLECTIVE BLUE DAGK&ROUND WITH REFLECTIVE 5YMD0L AND DORDEK. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 15 FOR USE IN AREAS WHERE SPACE 15 LIMITED. 4. HE 16HT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE DOTTOM OF "PERMIT ONLY" SIGN OR 6 FEET TO THE DOTTOM OF $250 FINE" SIGN. HANDICAPPED PARKING DETAIL NTS Q FINISHED GRADE III1�AIP �IIII II II FILL AROUND ROOT BALL WITH PREPARED SOIL k-1X 1, MITI Illlp M In IlllE=il T !!��7<::17 4'-5- 3'-4" FiW91ED bRADE 190ix>ED 9WALE)I [ . - ro T:� I >< >< M�v - H.S. 20v>c><>x< T/1 TRAFFIC CRATE W v I SEE PLAN a FrE M 51Z�E FKE `) Rw5UREATRAIMA&E MANS FOR ELEV COMPACTED SUOGRAOE PLAN SECT I ON 12" GRAVEL SUMP PRE -CAST TYPE 'C' CATCH BASIN N.T.S. In i�. 0 ;r rr w L� O O It o a W 12" _T FULLY MULCH BEDS 2"-3" DEPTH 6" v o SAUCER 2"-3" ABOVE GRADE � TOP OF BE 2"-3" __�) ZBELOW SOD OR PAVING - IIiIff1II1[ . . . IIII�IIII� . - - 111191111E iii �IIII FILL AROUND ROOT BALL /=,IEAIIII IIII� WITH PREPARED SOIL MIX llff �IIII IIII IIIIf 12" ME! IIIIF 6" I�IIIIf=7-IIIIuiIIIIlf7=-IIII�IIII� llllBRllF 11 llllpillllF9llllP� TREE PLANTING DETAIL N.T.S. �V COMPACTED SUBGRADE / /6*x 6" 1000 W.W.F. 10' x 10' X 6" THICK CONCRETE PAD FOR DUMPSTER SECTIONAL ELEVATION N.T.S. 1/2" 5PAG ING FOR SLATS 1 "x 4" P.T. 2"x 4' P.T. a -- 6"x 6" P.T. POSTS 8'-O" LONG �--2"X 4" P.T. 2"x 4" P.T. NAILERS --' 2"x 4" P.T. 1"x4" P.T. SLATS 5'-O" LONG ,,,-2"x 4" PJ EXIST. ASPH. " CONC. DRAIN CAPS, 12" DEEP '-- COMPACTED GRAVEL FILL OPENING do GATE OPTIONAL (3'MIN.) U\ 6" STEEL BOLLARD FILLED WITH CONCRETE \C I /. . ' a CONCRETE i , ;0 s . \6" CONCRETE SLAB REINFORCED W/ \XX//.�//.�/.1//l\. !. 6"X 6" 10X10 W.W.F. FENCE DETAIL N.T.S. BOLLARD DETAIL N.T.S. TOP OF CONCRETE PAD I TOP OF ASPHALT �/� / �j;"�;, SHRUB BED PLANTING DETAIL N.T.S. 6' STEEL BOLLARD FILLED W/CONCRETE SEE DETAIL n A. d io 10' A. C n'. ea a A 0 a. e - 'A'. n A A 3• 3, A w g Ln Z fV < In + O J U 0 I 0 10'-O" CLEAR INSIDE A q'� A d 00Qa.. a,,. a a.,, J� 6"x 6" P.T. 5' DOOR w/X-BRACE / \ yy MRH OR EQUAL POSTS (TYP.) TY BOTH i ARRO S P. 80 SIDES) ( ) OR NAMENTAL CANE / \BOLT ARROWSMITH OR \ EQUAL HEAVY-DUTY / TEE HINGE w/12" STRAP, 3 EA. DOOR DRILL HOLES IN CONCRETE FOR GATE STOPS PLAN �� ` OR FIBRE MESH(FIBREGLASS REINFORCING) N.T.S. NOTE: WHEN DUMPSTER SIZE CONCRETE PAD DETAIL CONCRETE TO 2500 PSI O 25 DAYS IS UNKNOWN USE D=8' N.T.S. DUMPSTER ENCLOSURE DETAIL WOOD FENCE . . . . .. . I .. . . .... . ... I . . . ­. . . . . . ... . . : . . .. . . . . . .. . . . . . . : . . . . . . . : 1�. 11 EROSION AND SEDIMENTATION CONTROL NOTE5 GON5TRUGTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH MAY REACH 5URFAGE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS 15 SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF FLOODPLAIN5 HAVE DEEN 5HOWN TO ADVER5ELY AFFECT THEIR PHYSICAL, DIOL061GAL AND CHEMICAL PROPERTIES. TRAN5PORTED SEDIMENT GAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIG GAPAGITY OF WATER DODIE5 OF FLOODPLAIN5, REDUCE THE DE51GN GAPAGITY OF CULVERTS AND OTHER WORK5, AND ELIMINATE DENTHIG INVERTE15RATE5 AND FI5H 5PAWNING SUBSTRATES BY SILTATION. EXCESSIVE 5U51"ENDED 5EDIMENT5 REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. . I! MINIMUM 5TANDARD5 1. SEDIMENT f3A51N AND TKAP5, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEA5UKE5 INTENDED TO TRAP SEDIMENT SHALL DE CONSTRUCTED AS A FIK5T STEP IN ANY LAND -DISTRIBUTING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UN5LOP'E LAND DI5TURDANGE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEA5URE5 ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND DE CON5TRUCTED . PRIOR TO ANY GRADING OR D15TURBANGE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL DE GON5TRUGTED TO PREVENT SEDIMENT OR TKA5H FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY 501L 5TAD1LIZATION 5HALL BE APPLIED TO DENUDED AREA5 WITHIN SEVEN DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY 501L STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE 15UT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAY5. PERMANENT 5TABILIZATION 5HALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UND I5TURDED FOR MORE THAN ONE YEAR, 4. DURING CONSTRUCTION OF THE PROJECT, SOIL 5TOGKPILE5 SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT 15 RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL 501L STOCKPILES ON 51TE AS WELL A5 SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE GON5IDEKED E5TAD1-15HED UNTIL A GROUND COVER 115 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 UNIFORW✓!, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 1! 6. 5TADILIZATION MEASURES SHALL DE APPLIED TO EARTHEN 5TRUGTURE5 SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 7. SURFACE RUNOFF FROM DI5TURDED AREAS THAT 15 GOMPRI5ED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACKE5 SHALL BE CONTROLLED BY A SEDIMENT DA51N. THE 5EDIMENT DA51N SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTIGiPATED SEDIMENT LOADING FROM THE LAND-DI5TURDIN& ACTIVITY, THE OUTFALL DEVICE OR SYSTEM DE51&N 5HALL TAKE INTO ACCOUNT THE TOTAL :DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO DE SERVED BY THE DA51N. it 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL DE IN5PEGTED FOR INTEGRITY. ANY DAMAGED DEVIGE5 SHALL DE CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN GUT OR FILL SLOPES UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE, 10. WHENEVER WATER 5EEP5 FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER ,PROTECTION SHALL BE PROVIDED. 11, SEDIMENT 11WILL DE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM; DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERADLE DURING GON5TRUGTION SHALL BE PROTECTED 50 THAT 5EDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST REIN& FILTERED OR OTHERWISE TREATED TO REMOVE 5EDIMENT. 12. DEFOKE TEMPORARY OR NEWLY GON5TRUG7ED 5TORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECT ION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL DE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 13. WHEN WORK IN A LIVE WATEKCOUK5E 15 PERFORMED, PRECAUTIONS SHALL DE TAKEN TO MINIMIZE ENCROACHMENT, GONTKOL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT 1`0551ELE DURING GON5TRUGTION. NONEKODIDLE MATERIAL SHALL DE 11 USED FOR THE CONSTRUCTION OF GAU5EWAY5 AND COFFERDAMS. EARTHEN FILL MAY DE USED FOR THESE 5TRUGTURE5 IF ARMORED BY NONERODIBLE COVER MATERIAL5, 14. WHEN A LIVE WATERCOURSE MUST DE GROSSED DY CONSTRUCTION VEHIGLE5, A TEMPORARY STREAM CR0551NG CON5TRUCTED OF NONERODIBLE MATERIAL SHALL DE PROVIDED. 15. THE 6ED AND DANK5 OF A WATERCOURSE SHALL DE 5TADILIZED IMMEDIATELY AFTER WORK IN THE WATEKC,OUK5E 15 COMPLETED. 16. PERIODIC, INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST DE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR C.ONTKAGTOK SHALL DE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY, 5EDIMENT CONTROL MEA5UKE5 SHALL DE IN WORKING CONDITION AT THE END OF EACH WORKING DAY, 17.. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE . WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLIGADLE CRITERIA' A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT 'ONE TIME. . 6, EXCAVATED MATERIAL SHALL DE PLACED ON THE UPHILL SIDE OF TRENC.HE5. 11 C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR . . jDOTH, AND D15GHARGED IN A MANNER THAT DOES NOT ADVERSELY I'AFFEGT FLOWING STREAMS OR OFF-51TE PROPERTY. D. RE5TADILIZATION SHALL DE ACCOMPLISHED IN ACCORDANCE WITH THESE KE&ULAT ION5. 16. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC, ROAD5, PROVISIONS SHALL DE MADE TO MINIMIZE THE TRAN5PORT OF SEDIMENT DY TRACKING ONTO THE PAVED 5URFAGE, WHERE SEDIMENT 15 TRANSPORTED ONTO A PUBLIC, ROAD 5URFAGE WITH CURD5 AND GUTTERS, THE ROAD SHALL DE GLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL DE REMOVED FROM THE ROADS DY 5HOVELING OR 5WEEPING AND TRANSPORTED TO A SEDIMENT CONTROL D151`05AL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 15 REMOVED IN THIS MANNER. THI5 PROVISION SHALL APPLY ITO INDIVIDUAL 5UDDIVI510N LOTS AS WELL AS TO LARGER LAND-DI57RIBUTIN67 ACTIVITIES. it 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL DE REMOVED WITHIN 30 DAYS AFTER FINAL 51TE 5TA15ILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF :M THE T 6 FROM THE RE VIEWER DISRDED SOIL AREAS RESULT IN U 0I51`051TION OF TEMPORARY MEA5UKE5 SHALL DE PERMANENTLY 5TADILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CON5TRUCTION SITE 5HALL DE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION. 21. PHASED PROJECTS SHOULD DE CLEARED IN CONJUNCTION WITH CON5TRUCT ION OF EACH PHA5E. 22. EROSION CONTROL DE51GN AND GON5TKUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FOOT ROADWAY AND TRAFFIC, DESIGN 5TANDARD5. 1 23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EK05ION CONTROL CRITERIA DUE TO 51TE 5PECIFIC CONDITIONS. i . I 1 II II II i I . _ - I I - - - . - _ �I -I---- - - - - - - _ - . -_- -..�. -.. I___ _ - - f 24, tf Y F v ..:',L" q" �+ !£t. "II o II 1. I III 1. its f v i4�7j �' r 1 L. l. I� ', GENERAL NOTES QO / ,. , ' :. ! ., 1. CONTRACTOR 15 RESPONSIBLE FOR CHEGKIN& ACTUAL 51TE itr jjj{{{ CONDITIONS 15EFOKE STARTING CONSTRUCTION. p "' {EI 2. ANY DISGREPANGIES ON THE DRAWINGS SHALL BE DROUGHT TO THE C , .- I ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK, _: F t t �+ ; "�t t� .x. x 3. CONTRACTOR SHALL ODTAIN ALL REQUIRED BUILDING PERMITS , ,,, 0,�, yr BEFORE COMMENCING WORK. � I k Vt .( 4. GONTRACTOR SHALL DE RE5PON51f3LE FOR LOCATION OF ALL ,, V; Nt EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL I a, if+ CONCERNED UTILITIES AT LEAST '46 HOUK5 IN ADVANCE FOR , &"i �L xt' CONSTRUCTION OPERATIONS. 4j �^ &'it ;+ 4, 2 '; tt lI i 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO DE MADE 7' WITHOUT PRIOR APPROVAL OF THE ENGINEER. a r cv !!� gar �c► �o ;,I" 6. ALL G0N5TRUGT ION SHALL DE COMPLETED IN ACCORDANCE WITH THE . , APPLIGADLE ORDINANCES OF GITY OF 5E5A5TIAN, FLORIDA. r:c > Z 7. BOUNDARY AND TOPOGRAPHIC, INFORMATION PREPARED 15Y DAVID ,f, l 1, + -_ a d 0 0 4. M. JONES, DATED 12/4/92. ALL ELEVATIONS ARE PER -t ;.4 N =t BENCHMARK REFERENCED ON THI5 SURVEY. _; 1 m N .m , 6. REFER TO SOILS REPORT PREPARED DY K5M ENGINEERING AND O 'i Q < TESTING, INC., DATED XX/XX/XX FOR EXISTING SOIL CONDITIONS. O g Q yy"�,�" 'f�'� .',i'. µ�, "„` 9. CONTRACTOR SHALL 5UP7LY DENSITY TESTS TO ENGINEER ON ALL " ; �°', t SUB -GRADE AND BASE. TESTS SHALL BE PREPARED PER ASHTO T - 1111 180 METHOD. " I I 141 ,� 10. 5LOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT Y� UU �. ROPERTY LINE I 9 ,' ® �j '•: P x ' t 11. ENGINEER SHALL BE NOTIFIED AT LEA5T 48 HOURS IN ADVANCE FOR w� �,,w?„" ANY IN5PECTION. I l `, , ''`` I 12. CONCRETE PAVEMENT ALTERNATE SHALL BE PROVIDED WITH "*u Al. t � 'k CONTRACTION JOINTS (20' MAXIMUM 5PAGING) WITH I-1/2" DEPTH. ' "' s r ? , , a „� 13. CONCRETE PAVEMENT ALTERNATE 5HALL BE PROVIDED WITH A tin r PIGMENTED LIQUID MEMBRANE CURING COMPOUND CONFORMING TO THE 3'$ REQUIREMENTS OF A5TM DESIGNATION (309). (%� `,r �'° k . st re 7 f $ .. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH 1 `'' ; t • 1 a s' M.U.T,G.D. 5TANDARD5. �- � s P • ." at kC 15. ALL CONSTRUCTION SHALL BE 1N ACCORDANCE WITH THE FLORIDA ,11 ! = r DEPARTMENT OF TRANSPORTATION "STANDARD 5PEGiFIGA710N5 FOR ♦!` Z�Q®�D �; ROAD AND BRIDGE CONSTRUCTION". DATED 1994. r_ V ,: ®x'p `krt ('� O M;;0 W ? 1. 16. ALL PARKING SPADE MARKINGS, WITH THE EXCEPT ION OF THE "' ; `gg' , HANDICAPPED PARKING 5PAGE5, SHALL BE MARKED IN WHITE p p-,;:" KETKO-REFLECTIVE TRAFFIC, PAINT AND IN ACCORDANCE WITH THE `, cA r = ! D FLOKIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T.J STANDARD 5PEC,IFIGATION5 FOR ROAD AND DKIDOE CONSTRUCTION, 1994. SECTION 710. j< f L9 r Q § Isa'� T7. ALL HANDICAP PARKING 5PAGE5 SHALL BE PROPERLY SIGNED AND MARKED p IrL g IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS `. ® &" s INDEX NO, 17346,;r3kJ Y 4s, j 15. ALL PARKING 5TKIPE5 WITH THE EXCEPTION OF HANDICAPPED I 5PAGE5 SHALL DE 4" WIDE, WHITE REFLECTIVE TRAFFIC, PAINT. ,; ti 'm 'L ", 19. ALL GOMPACT 5PAGE5 SHALL DE MARKED "COMPACT" ON THE STALL < ti OR TIRE STOP. �. 'tt 2 4 e. 6 ® €' I w '� a , _;IREGTION OF FLOW_� 1 4 q,Nkt_ i Y FA" IG-� I rt DAGKFIL SILT -BARRIER " a ' l; - _1j IFABRiC FENCE) x. ; ti" TRENCH I I I - - - , ,b- -1 " TOE IN FL 1 fi SODDED 5L "? l J t 4.., -I I I 11= `1 EXISTING GRADE 't . - i 1 +fir : 11 11 11 . 1113 ', TOE OF 5LO W ?'r } . (�-- VARIES I nI V " ,. F I. FADR IC, FENCE SILT - DARR IER Q .. �:f Y 1 r� �I L �k1 t. <L '3;rxt •,.t ANCHOR f3ALE5 WITH TWO (2) »�g t ' a 2 X 2"X 4 STAKES THROUGH c �,1 , I EACH BALE ® "' N_ ,• a ra>2 - ��1 { . a , t Z'", gat; z IFr i i ' �. 15ALED HAY SILT - DARKIER ��l 1- �� ,t `/ #. a r. _: Z�� rz . PER I METER EROSION AND SEDIMENT CONTROL ' ro - �' I s ,A I it NOTES ' 1, CONTRACTOR 15 REQUIRED TO PREVENT ANY 5EDIMENT TRANSPORT FROM THE MOJECT 5 : " SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER DALED HAY OR FADRIC FENCE Qy,x. s TYrE SILT DARRIER IS AGGErTADLE. THE DARRIER MUST REMAIN IN PLACE UNTIL UPLAND ; rs 'k Jsx VEGETATION 15 E5TADLI5HED, e3 ;,' 2. DEFORE REMOVING 51LT DARRIER, CONTRACTOR 5HALL COLLECT AND DISFO5E OF ANY , , ,� ! ° ` ACCUMULATED SILT. I� i ` ins+' #:at SILT FENCE DETAIL a Y t }y ^; 1 Q ) '�. i;- -1 ^^ s:°, m 0. ,x0 ® � r;. . 1 ! fOkr y" k . I `� 1 ?5* r . .-. I: - 11I I 1 .. .!IJE g_I. JA.. ..I:II!.!.I.....�IIIII;IIIIIII.I..! 4 7m.IR. . 1 TA. I-N r. ... . . "-I .l.. .__ I_ . .11- NI 4I . I. . -.. .. - I II . I. . .I . ..II.. I . N-I.N . .. - I- . . I. I . . .. . .. . . :IN N. ii ..e:. ..II -.I . 11 -.­l. . ....�....II. ., .... I.. . A. . ....I . .. .I.11 . .. 1I 1w.I,I ..� . I ... . .. .. . 3. �II�IIIII�1iII!:!IIi'!ii.I�ii�i:i�tiI���iI;I::II��ii!;!I��I�i!;���.II.�I.iIII�I��Ii�I�II.�''I;!i;I �.I., �,,,,,.,.,.,,,,,,,,,- .,,11::� ��zI:�-�_-�I C­ I. 7 (�­!ANz:'W.�....IIII:I.I; . I� .3--�. %.� --� . .V r IN .1;,l1"_J.`r!_,�I1 -_-, l,�,"i �1�,I�.,_-��. I",1-- l, , � l"�l1 lI�.,1,4lg�,�� ,�''�Q1 ,"..,:v'',1!I,�j,)-, ;i�1t­,: �.�iAV.;,� ,` /■A/■ �,.; S t ° w s: 3 v .ry k W " 9 ,__1 t I ,.. WPf I. r a sy _ 1,f t �. i 3 y,: Z� 1 .A��a -a ,-,?.�.,,�-,::::. I,u­,­',_�C,�­_-�,, .. ­-,ui1�-,",�' CJ H . 48 HOURS BEFORE DIGGING 0W'rd ' CALL TOLL FREE ,. . w ) 1 �, ,s V) . - 0/1-432--4 r � a , I . . jj SUNSHINE STATE ONE L SHE, rr - OF FLORIDA, IN . � x � f-! nw EI, ;5 + . �� �._ > oF'. 2+ , i i RANDALL LEE MOSSY, Fi PF22 2 00 148 , '" '-, ,1,,� `�. �'tf t �' T �_ c—R,w V , 1 1 14 RANDALL LEE MaWY R PE #22326 00-148 .,�. _. s X IL 1.0,n :L . s PARKING REQUIRED FAST, 234.25 FEET TO THE NORTHWEST CORNER OF AFOREMENTIONED LOT 1; HENCE SOUTH 10' 37" WEST ALONG THE WESTERLY 1, ' 400.81 ` GAS STATION = 8 PUMPS (1 SPACE/PUMP) _' .8 SPACES i FEET TO THE 38' LINE OF LOT PAINT OF BEGINNING. " a CONVENIENCE STORE = 1.782 SF (1 SPACE/200 SF) 9 SPACES CONTAINING 1.38 ACRES., TOTAL SPACES =-17 SPACES 1. TRAFFIC STATEMENT PARKING PROVIDED 19 SPACES (10 STANDARD. - t HANDICAPPED : AND 8 AT PUMPS) CONVENIENCE STORE/GAS STATION TOTAL TRIPS =' 1,782 SF x .214.75. TPD/1000 SF. = iF5.4 IPS " r r Q / i r /' / ') V I O o r X �..� r ,+ \i ,rf �r ' f f /"J' P 3� f tJ 4 � - E LEGEND I. Jf fs . ,00 r / r .. /..r r, r, f Ali J/ t it .. ,r /1 .Q G!. •. .: l f . ;. r ., / //fs•�r r" ! J; ! /f J �fJ ! f/ f J .� /� .:;�.:.., � f " �• r An r : ' r K r 3- . r f • . 4 � . . / , r .> �? r . / �L• .. - EXISTING SPOT ELEVATIONS E.O.P EXISTING EDGE F E 0 PAVEME • / r r fr I G : f 4 f f / r �• z r ,J'ft. ', , =rr• es i r ". . 3.0 PRO r r /,! f , . ,. f . Y/' :•- � '.. POSED ..SPOT ELEVATIONS EV -`�• r r' f`i /,/ > •� 1 .>` tr r � � / % S F.H. EXISTING FIRE HYDRANT r � " % f "<VIA \ !. ; t J " 110 > �.ff _ ;r'� .t : • � , G.V. .. / , ... / .... .. . _ _ .. .. ... ... G _ .. r''%��. r� // ... .. ♦ i /i-V � _ r� - �. ./. - / % r , �Y. _ �� _ . r� %`/. ,r -/.� . - ! l.c /'f . . . - ".:' .✓ , ., -' i'.' .. ., I. i//_: _ �1"ef]RAINACF FI AW ARI�AWC .. � rv�cK�un ' n�Tr •iu ■.r.. it J START CONSTRUCTION JULY 1997 co END CONSTRUCTION DECEMBER 1997 48 HOURS BEFORE DIGGiNG m CALL TOLL FREELa PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL 1-8 00-432 SHEET INDIAN RIVER COUNTY RIGHT OF WAY PERMIT C� ��� ���■.- U. N. C. L. E. UNDERGRO AlgTlrl!`ATl1)Al /`C.% T JK AL0 r t/ i - i �� 'r r , f 4 r f `C' 2� /. 7. f / r 1 e .... •, , , �: f ,l rf Lr4ND . / , . ; : ". / -. ,•,, LEGEND / 23 ? a r, / / / .: •;' � ,/ it ,''• r'. J +� r r✓ r r � r r f r lJ / 3�{{ r r r� � "i•` • / / f ... l ./. a0 /. !.•r r/ /.r'+/ / .. ! jf; � r lr/ J1'� u�L w TREE . , "� � -, � • : ter f EE - - .. s r i+r� �// .. .: .� _.' /� • /.� l.r. �!r- ref. .'. - / er.•r//f. r/.:r�'JJJrA 1�. /..`f/i i/.O�"'.:3..%� J.'rx-ff�//..f- r ...• % �f.�; r �/: ./fll rt /.f •... `.:.. �"�/ .� '�: :.'.. ... .. _ _ :. .... .... .� �� " 3. ALL -LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC . SPRINKLER N SYSTEM. 48 HOURS BEFORE DIGGI ' m 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES CALL TOLL FREE N AND/OR SHRUBS SHALL BE FULLY SODDED. 1 - -460 - SHEET U. N. C. L. E. UNDERGRO UT lT S In n �o Ap/ � 30 mop, 'f j ;C2 PROPOSED POLICE STATION I. I I PIC,- 5 ' 2A AC. COMMERCIAL 1 AN � S �•,moo / 2.1 AC. w o�. r ez, PROPOSEDC7 POLICE // 'r / �� O•\ �• ' STATION ' 3.0 AC. PROPOSED /C� ELKS 4.8 AC.S LODGEF9,PROFESSIONAL %. AC. °00 c� LIGHT INDUSTRIAL Z 5.0 AC. °co p,�y� N /� '/ �• w PROPOSED / ,n / r FOOD LION S 0 co AA to I Irv•p \ ,r N 89'59'49" W ._.. ., ' 1 1 512.15 !� = 20 00 00 1 R = 700.00' 1 L = 244.35' I •492 '7 49'23,, L1 = 11'DO'00" 1 A 20 00 00" / S9 3 I,1, Sap ` � 1 R = 780.00' _/ 7j• Op R 600.00' w x_ L= 272.27' 1 �� L= 115.19' r •49, 15.3 AC. / Zap* oE h Z o I 23 \ 8249 23" W Of COMMERCIAL 3/ 162.8T``-� o `�N 2.4923" W co �172.9,s t '"� Z 4.6 AC. a = 11.00,00" o PROFESSIONAL R = 680.00' L = 130.55' 90 N Y N 89'42'34" E N 89'42'34" E 1120.02' 863.65' 8 W42'34' W 1m6T OEC 181989 • I DY£Z'AL1. LEGAL„?�F3GtC�/PTtC/�/,t'7F...PAQCELS .4 Q , o. G' LEGAL ADXZSf lell&T/OA! 17f. Jp�7,�CEL. �I a .. ,.... ._._a.�.1e46 �'¢ tired. . P.L.S: #:39/GJ ... • � As rm r� �b P.L / ....�. p �0 6rf ,,...�_.,...... ... .' =• _: ' ':." .. .,: p . po...d y ..5.._ 34Gj _ L DES�C,2/a bO PL.SpA3q�G � r I " �"SC O/S/ F�.4 CEL , p Ns ra Q P !/, / O /4 porltion .o{/tit Nor/lieoll�- //4 Of ,S¢cfiorr M'Av"Shi� 3/_.Yar/iicosr.p3wj3/ ,Tow.sh.f s� //4orSe/Oro /,Tovosh.p.3J C,72v7sh 3/ ✓rouiii, .Abw!re 38 ftrot, .6¢✓h9 rtror-c f�o�ficrtrorlr� dLoreihe0,7. .. f«.//i, .Qo�r�2 .98 fo�:`.f .is .:nor¢ .. a► ficalor/ c%sar�.bvd So�ifh, .Pots c 38 Eos/` be/ir �sior o oi- d is � ,N ,., ... � e>' rfiaJ /rJ.r ¢Jtr/bid i ' .Soutfr, /Po.,ge 3B�'vs/; be.:,S• rror2 /�Qi-fcu/ctr/Sr d¢Sc bid .s f //ow.s... yq r.s �• of fLrQ. / f�-,Sccf/on o{ffi��lo f6i as fo/%.vs, Co.rs..se.,c..sy of f/Sd irsJ'erSCCa� Of /t/cr1`f, d3 fo/%w3 : Goi,snesuisg o�` the i.�fers�c•/io.� of the /t/orfh /.:,e os fo!/ows:. Bo /i�.�ii� of Elie iisf¢rs¢e�'`iorr v �/h¢ /S� rf /irlQ of S¢cfion /3 4'IW.V C Sos�f/it_►osi�¢�-/y ,P/fl�f o t✓oy /in¢ of .load. S¢efio., /,� o.�d f/sez .So/.trhtvsfar/ .Pi' b1` of �r/a of.so�a' �eefio.r /3 or,d fht .�oa7`fisoSf2r/ ,Pi' h�"=o -!d 9 � f o h /i.�¢ o{Goa.,fc ,Food: '/2 • r¢t�%oas/t o Sla74c ,.eouft fiaocQ isc o 4&, y 9 Y y 9 f oy J:.,t of so.d .SQcf brl /3 osd fha So�.fl arss> r/�.Pi if of /t/oy f r / f Co f ,eood j%?: . viousJy o .Sfo/d teeale) fhelrew _... . J t i f > t1 �ro _., . , _.. _ bn2 of ecw�s�'y.Paod s.? . �Prdviotrs/c� o �isof¢ �Pou!`¢�flsaised .. J�is¢ of Cor�r�f� .f'ouc� .S`i2:�Pr�vioc.S/y o Sfo%z .Poal¢) fhrr"e¢ N. 99'32'SG"iE. c�/o•x� sp:d /t/orl�h /ii.G� of 3tefior� /3cr CyiSfc/nCt N. 89 °3Z!5el "A c7/oir zre id AAe /h Ai rt 97 d/SfOn►Ce ef 38�.0? 3T"'�r/.. .P:gh of u/oy /iirc o d�stbrsce N. 89°.9?'SG'"E. olosg said Ale -ell, /ii,e o dis�'osc¢ of3B4.03 9 .� a/csc� said af.lod/.G4 fa¢f; J`fiscd.s 3Q°io'37'�r/.odafv.>•c� o{G88.s� ' {aal to fh¢_I'w/s!`of.�3cr iisnir, fhrrnct,S. ,p8�io'37.'"/d, o Z3 Do. Q - ° - y •• 9 9, f 3• fz f fo if a Pniisf a{B¢9�nr,.ny. fsic�,e¢ S. s/ �923 E. fQ¢ f., fir¢�sce .S AR /a 77 !t! o d�si/n soe of .�2. ao fees': f2¢f; f/re"Ce' N. `i 04,7,zy�W er d/. vrrce:of ¢To. oo ,rzcf , . o disfanees of. ¢%t, -?feet; lhoocrt o diafenc¢ of 4To.DG� e¢f fs¢nCc ,T ° di' c j f , :` 38 /0 37' ir! o sfan a . fhcrco .S. d 9 �32 SG w.' a fo *C .Soriffiaasf¢r/y Pi ls,f•of•ltroy lire':of Cocrsl`y..Pood of /J'D-00 fedf; fhe"Cc N.38°/O'.�T"E. cr c/iSfcnsc¢:.of.60B.58 of 80, 00 f¢Qf • !Yi¢nc2.i� 5/°4g23"'�r/, odes a/� of o70 / f ce / . 00 .. .. fhd. Soc/fli ¢oS!`2r 5/ l.:,e o f So/'o� ,Pi yh f - o �t/a f; /i,�tr�c¢ � , .. , 9 9 f f to Ike �Oli/heosfe•-/ //ire ofsvi1:slo',ei' fsf-of--:Ya t`h¢.ree.._. /C% 38°/0�3T~E. a/ois solo//irrt crd.,.e 2. ' , J` f -svcr fdaf %f/iet Nor, fh ./iis2.or•Joid .SecJi'or /3; ffieOce_.S 89°32'SG ;js/ ee I di3tooce.:of80.00 f¢ef ffrtoce:.3s/ f9�Z,3"L-.. ; o%s9 soil North //s2 crdisJto�ee of 2/7G/_}2ef boefr N. 38°/o'37"E. o%- so.�aiisC .oclis/ar�C�t ef80.Co ¢r`... 1 cs diJfan ¢ H .. e c ¢ /s .Solo' /Oo cyJ 1 g f feet bo .� J'o f/, Po9 f of BQcf.:sr, c of 300.oG {¢cf, :fh¢ Ce N..3�. /D ,37 E: a 1"o I�/iQ /�oiislt.o�.B¢ysrs.rr�..�,d /OrrdS:/ty/rrcj visd back fo //id �o/is/` d�Be9i%ss.:7 _ Sold /oisd3 / /ir asc! : _ I. •- / rir vrsd.f airs irs /r/diors .Fiver rr o � ' --•- .. .. G c/ fi C f q do. Go�,/`v!H/H f/C/Is iii /iso�iors �?i✓Cr Coarrf FJoria'o. Gosfoiniis9 Lt.BG oc�Cs I. 9 d.�►d Pow//¢/ to ff�¢ :North /iisQ of-3ecf orr /3, c7•. 2.// d7crd_S rnorc c/%/¢ss. f 9 Amorer /¢ss. y ! �7or/a/4. Co�sfvir,.i•, acres more or /ess.. . disl�drrcc. o fp.,�B ¢. D3 ft a t_. /'o .fh� . saufhtnsl`¢r/y .�....•:: "; .. � .. _ . 9 J • y' '• ., _ , '. '. _ .. 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