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HomeMy WebLinkAbout1990 Morchesky Industrial Park Preliminary Plat (Box 9 #46)1 f[eASTIAM Z;R 1: r9TAT[9 pip R F�iD CoR�'� y KY I IL VU 1HL I URCH PRELIMINARY PLAT SECTION 7, TOWN5H I P 31 SOUTH, RANGE 39 EAST, IIdD1AN RIVER COUNTYrFLOR el� �:VWw 11ao D E 5 C R I P T I 0 N A PARCEL OF LRND SITUATE IN R PORTION OF THE NORTHEAST QUARTER OF SECTION 7,TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ARTER OF THE nn n U La ------------ ----- \��\\��: -'� - W; THE NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QU 0� oil r� it 149 SAID NORTHEAST QUARTER OF SECTION 7 AND THE NORTH HALF OF THE /yQpp„yER� _ t L . SOUTH HALF OF THE NORTHEAST QURRTER OF THE SAID NORTHEAST QUARTER • OF SECTION 7. ALL LYING WEST OF THE WESTERLY RIGHT-OF-WAY OF OLD RO�►a<70' �n,� �� a DIXIE HIGHWAY. �i - I CONTAINING 10.41 ACRES, MORE OR LESS. IN ..T. wet . a l.T •IN \ - /•�.10 50 100 150 200 5E13,4 S 71 A41 G�OVt_z. 6 5 7�A TE'S -- .. - /dLA%• BOOi� S' �A�G O S S�AL_� ,' �•- _$"O' `� v Q� /.vpi.4.cr RiVE'� OCAT/C VZ,1V7y LA�vO uSE' 17 `� i LO�t/ /Y1�4F� (r�� (•v Ts.) ��1�3 gar, i f S'i4/ G/t/E Of' SEQ9.ST"/AiV Gi4'O{2T" �S7rAT�:S � t>31 0 4 t /7. V'' ✓ 2G•75 • �� �, � 0 1 0. 0 110' 110' 110' 110 AlN o T 5189°li'00° E 1284.34' 11eP L� 7- T o Fti 110 110 110 /25- ' �► L3 w w V - UJ w w w w w UJ �� me moo mM m0 m, mo m� ✓�� ID .� am 7 � G �u' S d� I� t� S/3l.T t m ' � m �-' m •-m --" �@ m Ti /QC 'ii z z z z z z z z z /S, DSGfc,z /7Ln 0 : cr) 11I.25' 10' 110' 110' 110' 110, 110, 110, 110, 110' /2S' C2 m L> > \ \ - % --------------------------------------------------------------------5_89° l l ' 00" E------------------------------------------------------=--- 0�,��, 1153.51 '-----------�-- D- � 04 / m 110, 110' 110, 110, 110' 110, 110, 110' _ ( 110 78.28 C4 i I � N o cD w w w w w w w w w cm tm CM CT) 0) �3 �,� �� �� 46- -� /!o �� �� /B m� �.� m� 20 m� 2� �� ZZ CM S•AX 7 ��` o Im m m _ m m m m cri v ca COcD o %4.4C '8" -� �� •` ��. �� 0/Q @ ... /S Q �J�O m m . -� m . , m .-+ mm� mm .m-. m .mi m .m, / j OJr�O e (n /J` Q %S n m /5730•� (1' a ml, • Z Z Z z z z z z Z �' z '" i �1 Z i S.`r Z fG� zl I 30 30 111.25 110 110 110 110 110, 110, 110, 110, 110 110 L - - - 138.75- - I�z.s L5 b �� \ I 5 89 ll " E 1431.791 , -cr 'd SOt�Tf/ GrvE' Off' T.S/E' N y OF TyE' 04- TEE' tiny OF 7f/E it/E4 0 -Wyvt rOir:y Nottz . , tit•\ A \ Al o 7-P G ,4 T T E'•a 1. • - Denotes proposed Permanent Reference Monument p� 1. Reproductions of this sketch are not vatic unless C sealed with an Embossed Surveyor's Sear. 2• • Denotes Permanent Control Point 2. Lands shown hereon were not abstracted by this only. 3. Bearings assumed for calculation purposes c� v �iQOPOSE,D Z:1144 T Df �L'QT� '9G office for Rights -of -way Easements of Record, P . P y �l Ownership. Abandonments, Deed Res(rlction , zoning 4. All lots have 5 (five) foot side lot line and a 10 r� Set -backs or Murphy Act Deeds. \ J. Legal Description shown hereon was provided by (ten ) foot rear lot Drainage and Utility Easement Y.A Q the Client and/or his Agent. except where otherwise shown. � 4. There may be additional restrictlons that lore not (� 3 shown on this survey that may be found' In the �. S. M.T. denotes Stormwater Management Tract Z Public Records 1 6. Certification shown hereon is for exterior boundary. t1 O Q I11 tr, Q CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD TANGENT Cl 99022'34" 25.00 43.36 38.13 29.47 C2 14001'24" 210.00 51.40 51.27 25.83 C3 89028'43" 25.00 39.04 35.19 24.77 C4 06044'45" 270.00 31.79 31.77 15.91 C5 10047'23" 270.00 50.85 50.77 25.50 C6 84008'10" 25.00 1 36.71 33.50 1 22.56 LINE DIRECTION DISTANCE Ll N 67025'02" E 14.86 L2 N 67025'02" E 15.14 L3 5 89011'00" E 21.79 L4 5 890 11 ' 00" E //•50 L5 5 89011'00" E 21.79 Z� i b . CERTIFICATE OF SURVEYOR ! ER?iFY th t the attached Nap of Survey of the hereon described 1A 1 HEREBY C a 4 .) h bet f k owled a and belief as - property isTrue and Correct to t o s o my n g surveyed in the field under my direction on AP It- /0,/490 . I further, Certify that this survey meets the Minimum Technical Standards set forth in WRule 21HH-6 adopted by the Florida Board of Land Surveyors, pursuant to \ Florida Statute 472.027. There are no above ground encroachments other 'than 0 those shown hereon, subject to the qualifications noted hereon. N Dated this /277t day of .JaNE 19 9 O. F ids Registration No..5436 OAT REVISION FIELD BOOK PAGE 38 SCALE i /" = SO' DRAWING Na• oQE�.4PEo By: JAMES A. FOWLER F3O�LT D, R„" � LAND SURVEYING COMPANY. 1239 SOUTH U.S. HIGHWAY N- 1 .rm P.O. BOX 1677 - VERO BEACH , FL. ( 407) 562- 4744 32961 A. e ■ C AF 54245, ULTRA -CLEAN Powderless Printing WATER AND SEWER NOTES 1. POTABLE WATER SERVICE SHALL BE PROVIDED BY EASEMENT NOTES 1. UNLESS NOTED OTHERWISE, ALL LOTS SHALL HAVE A GENERAL 'NOTES: SITE DATA W I. CONTRACTOR FS RESPONSIBLE FOR CHECKING ACTUALSITE r+. INDIVIDUAL WELLS APPROVED BY THE INDIAN . 1. ZONING = INDUSTRIAL p 5 DRAINAGE AND UTILITY EASEMENT ALONG SIDE LOT CONDITIONS BEFORE STARTING CONSTRUC - = RIVER HEALTH DEPARTMENT. LINE. THEREFORE, ABUTTING LOTS SHALL HAVE A TION. 2. LAND USE INDUSTRIAL 10' EASEMENT CENTERED ON COMMON LOT LINE. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE 3. SITE AREA = 11.50 ACRES;.500,940 S.F. = 100% 2. FOR PLAN AND PROFILEiDETAILS FOR GRAVITY ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 4. NUMBER OF LOTS = 25 SEWER, SEE SHEETS C4 and C5. 2. UNLESS OTHERWISE INDICATED, ALL LOTS SHALL HAVE 5. MINIMUM LOT SIZE REQUIRED = 15,000 S.F. A 10' DRAINAGE AND UTILITY EASEMENT ALONG REAR 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS 6. MINIMUM LOT SIZE PROVIDED = 15,089 S.F. Z � 7. PROPOSED IMPERVIOUS SURFACE (MAX. BUILD -OUT) = 7.52 AC. = 66% O LOT LINE. BEFORE COMMENCING WORK. 8. PROPOSED GREEN PERVIOUS AREA (MAX. BUILD -OUT) = 3.88 AC. = 34% N Z�1c SSpO �'4j' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL W Ap EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL x2�.8 G 90 3l, FLOOD ZONE CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CON- STRUCTION PROJECT IS LOCATED OPERATIONS. Fl O� IN ZONE X AS DETERMINED -BY THE F.I.R. M. SUMMARY OF QUANTITIES ?6�SOp x2q.b - MAP #12061C0077E, DATED 5/4/89. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. SEWER ,cZ3'8 1Lv l2 6, ALL CONSTRUCTION SHALL BE COMPLETE IN ACCORDANCE WITH THE ITEM DESCRIPTION UNIT QUANTITY ps, ♦♦ t APPLICABLE ORDINANCES OF CITY OF SEBASTIAN, FLORIDA. 1. 'SANITARY SEWER MANHOLES EA. 4 A 7. REFER TO SOILS REPORT PREPARED BY EMPIRE ENGINEERING AND 2. 8" PVC SANITARY SEWER MAIN LINE L.F. 12.97 + ? Zq.9 O� rs �S�' ♦ 4 . SINGLE SANITARY SEWER SERVICE EA. 3 : TESTING, INC. DATED 04/06/90 FOR EXISTING SOIL 3. 6" PVC SANITARY SEWER SERVICE L.F. 400' !`. D ♦ CONDITIONS. oo /�` �rrQ�D- x�3.? 5. DOUBLE SANITARY SEWER SERVICE EA. 11 V ` q• �. �. �((� ` �/% 8. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PREPARED BY r�-` �� ``0 "3 ♦ 82 �' 4�` JAMES A. FOWLER LAND SURVEYING CO., DATED 04/17/90. Z `V �� �� yes PAVING AND DRAINAGE m t.l - UB9 d �� 9 . ALL DENSITY TESTS SHALL BE PERFORMED PER ASSHTO T-180 O Or �Zt•9 �� W r E'so O /n xt ♦♦ "�� wcQ, ltiw METHOD. ITEM DESCRIPTION UNIT QUANTITY Q� Ga S `Lc o_ r�l/G, �� "t' 8 l� �� G ��lo��a�sj+�lQr,Q� PHALT S.Y. 4290 10. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL 2. 6',rLINEROCKTYPE IORSCOQUINA BASE S.Y. 4460 N-C O� (SO ♦♦ ! �c'/1 0/� OrOQ SUB -GRADE AND BASE WORK. 3. 6" STABILIZED SUBGRADE S.Y. 5710 4. MITEREDENDEA. 2 N t,1 9 11. ENGINEER SHALL BE NOTIFIED AT LEAST 46 HOURS IN ADVANCE 5. INLETS TYPE EA. 2 �� O xt tL d �yt•t ,its `�.'l FOR ANY INSPECTION. 6. ?Q"x 38" E.c.A.P. L.F. 95' h �♦ ♦` x 9 d 7. SOD S.Y. 5796 ° ♦ rr rS �53 12. ALL SIGNAGE AND STRIPING TO BE DONE IN ACCORDANCE WITH CITY Q� �g �d0 xsq•Z �� xys9 0&99� ♦ OF SEBASTIAN AND FLORIDA DEPARTMENT OF TRANSPORTATION �� xy ♦ STANDARDS. it. I\9 �• y` x q9 D 16.8 rs 8 ♦ x 82 1 S =3 .90 9 Z0,1 � ,OQ ,yt. ♦ � ♦ t9•� % 0•5 0rb x x3 O Q q" lx tc• . 08 %io•9 �Sr?� �� ♦♦ *Z9'S / ♦ "52 5 l� xtq s ♦ t`.o G 3� ?9- �1319 l ? � o Q rS x32•B ♦♦ l � *Zt'9 ( ♦ `C X25.y ♦ f23 d / 089 Z. (S ♦ ! 3 4 O P Z1 •� d9 �' � yZ' �� `'\� r'o 9 �o ♦ �Z'2 ♦ ♦ �r0 Ll S x2 t ♦ ♦ ♦ Ty`oeclo v s v tiy5, x ♦` t2 • �S c ' � ♦ R / 22 ib x J • s 33 r i �! ` �Zy 0 n is � ♦♦ 8 PERMITS REQUIRED 1. CITY OF SEBASTIAN SUBDIVISION APPROVAL PERMIT 2. CITY OF SEBASTIAN LAND DEVELOPMENT PERMIT 3. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT 40C-42 DISCHARGE PERMIT 4. INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT 5. INDIAN RIVER COUNTY UTILITY PERMIT 6. DEPARTMENT OF ENVIRONMENTAL REGULATION WASTEWATER COLLECTION SYSTEM PERMIT O CUa vE 0444 A - ?J0. 00 ' e - 89. 59' 0= ?I"?3'17" 9 PC [EGENO p0 zt'9 eSoG * yt.d / sc990 ! 2? 2 13E1VCU MAQI! = Alci1 er7 Power Pole e8 6 89 o ♦ evocth of the A10rthco5tcrly ♦♦ ,.te t ♦♦ "cr Kt9.1 ♦ Cif .3 do corner of the flott Plot Propvse4' Spot Elevot�orts :a'� sy °� t'rs,A 0(9.9 o \ .!�� rc. Elc V. Extstli7 Sot E e 10 32' x yo•� !7 Zi e / 303\ �32 1 ` yr ♦♦ s �o dco, y p 1 vot ns x ♦♦ (So x d ♦♦ / �,? ✓��r �� 5 j d9" f2 s \3 fZd Pump Stoteo'n e va?ve 6to1-m Wotcr 11/lonoyerr7er7t Troct I11I1. T ♦ / oar P� �S 9 t2 Pe f (mot incluc%d en � �� ♦ . / � ps � 2 � Zhrs Pro�cct� O x tg b C oc c Coe / +29 00 \ ♦ "` 5'tacm Orcen Structure 1. d nurnbcr j .'ewer 111-1 1. D. number O 1 91J ♦ KU30•B I 51 ♦ ♦ `2 �0&9 `9 dI cdicotlon r81lropascd Col7tovr 2e Proposed PovPrncnt F7777 5o1-ritory 5ewcc AAJ p Perc. lest Cocotion P 1 Pub11c Utr•l � ty Eoscrncrrt P U. E SMUCAWF sc"E04/1 E 1V° 1'ypr Inn. err lrrv. out rap Qemorks 1 Mrtcrcd Errs/ 15.Q Sec dctol/ 6ht. 2 Typc E , lt7lc t 15.5 18.5 ,5 me tercd Ertd Q 7 c 'F' lrrlct 15.5 18.5 - 7 M1 tcced EEnd 17.5 ., DESCRIPTION A PARCEL OF LAND SITUATE IN A PORTION OF THE NORTHEAST QUARTER OF SECTION 7,TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SAID NORTHEAST QUARTER OF SECTION 7 AND THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SAID NORTHEAST QUARTER OF SECTION 7. ALL LYING WEST OF THE WESTERLY RIGHT-OF-WAY OF OLD OIXIE HIGHWAY. CONTAINING 11.50 ACRES, MORE OR LESS. TOTaL -r Ot-- GLLT- U12Z GLI.`ilx. tZt✓c.L.1sNc,d-c1U{- t pL 6til - WILL t 5e �I.OP�tpLt�Ei� t� '"11•EE �c.,-112UGTtOI-� enp General Notes for Sand Mining Operation: Qi 1. All sand mining operation shall be in accordance with the City of Sebastian Sand Mining Ordinance. 2. The sand is to be mined dry with earth moving equipment. 3. Proposed mining operation shall be continuous with completion within eighteen (18) months from start date. 4. Proposed hours of operation shall be 7:00 A.M. to 5:00 P.M. weekdays or:gs stated in City of Sebastian Code, 'Section 20A- 5.30 d(1). 5. The stripped site is to be watered and grassed to minimize dust and air contaminants. 6. A written annual land mine progress report and intended re- clamation schedule is to be filed to the City of Sebastian Building Department before October 1 each year per City Code Section 20A-5.30 d(4). 7. No trespassing signs are to be posted on site in a conspicuous manner. 8. A Type "A" screen and a fifty foot (501) buffer is to be pro vided.for any areas adjacent to residential zoning. s089 f• f 3� • � � .3FQ�or�X 38 E' �° n'. `• v� � SB9� 5 t y Q ♦ . \ 2�0-A� h� I O f O �► x G,j ♦�:y0.1 ( �f OO r �.•� �s :3 'n y sec. 15t � f4 oe �0•5O Y O 9� ,o hx Q 3 eo L9 31•� s' `d 0 a$ I • f Loy 1, Q �e j S+ Scole : 1"- 50 he r� rt z �, t�• o V 13 aacy ♦ � ro 00kv LS ♦ i t� , f I % r3 0S ,� L91* f t JUL 2 7 1800 DCr►clvrn till n -1 NIon1 VI s1 V � � W Q Z Z 3 W Y •v W W -1 U W = x < 0 a U 0 0 U Z W o 0 m N aWW� .." W W � cn O OZ W J - = LL ? o F- N r U N < a Qj h O W Z lf) M - 0 Z u Q W m O 1 Q NJ IR ry 4 "0 o -O Q •y O J SHEET 2 OF 90 ?2 7 a AF 54245 ULTRA -CLEAN Powderless Printing PERMITS REQUIRED EASEMENT NOTES GENERAL NOTES: W R < N 1, CITY OF SEBASTIAN SUBDIVISION APPROVAL PERMIT 1. UNLESS NOTED OTHERWISE, ALL LOTS SHALL HAVE A 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE SITE DATA: o 2. CITY OF SEBASTIAN LAND DEVELOPMENT PERMIT 5' DRAINAGE AND UTILITY EASEMENT ALONG SIDE LOT CONDITIONS BEFORE STARTING CONSTRUCTION. +, OO 3. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT LINE. THEREFORE, ABUTTING LOTS SHALL HAVE A 40C-42 DISCHARGE PERMIT 10' EASEMENT CENTERED ON COMMON LOT LINE. 2. ANY`DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE Zoning: IND Qr vF 4. INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. Land Use: Industrial 5. INDIAN RIVER COUNTY UTILITY PERMIT 2. UNLESS OTHERWISE INDICATED, ALL LOTS SHALL HAVE c5UU Qrq 6, DEPARTMENT OF ENVIRONMENTAL REGULATION WASTEWATER A 10' DRAINAGE AND UTILITY EASEMENT ALONG REAR 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS Site Area: 10.41 Acres; 453460 S.F. = 100$ 0 d 9 COLLECTION SYSTEM PERMIT LOT LINE. BEFORE COMMENCING WORK. Number of Lots: Twenty-two (22) to oh Q3•. Minimum Lot Size: Required - 15,000 S.F. m 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ;ALL - Wo EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL Minimum Lot Size: Provided 15,010 S.F. (�� p0,♦ ,� 3d d CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CON- Minimum Lot Width: Required = 100, 2 STRUCTION OPERATIONS. - Minimum Lot Width: Provided 110, v `� \ /� �S �i ♦ FLOOD ZONE 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE '.MADE �� -loll ♦ PROJECT IS LOCATED IN ZONE X AS DETERMINED BY THE F.I.R. M. WITHOUT PRIOR APPROVAL OF THE ENGINEER. Proposed Impervious Surface: (Max. Buildout) 7.04 Ae.= 67.63% MAP #12061C0077E, DATED 5/4/89. �• tiV `n)� ♦ 6. ALL CONSTRUCTION SHALL BE COMPLETE IN ACCORDANCE WITH THE Proposed Green, p C xf8? 2 q�, S 9 lO x3do APPLICABLE ORDINANCES OF CITY OF SEBASTIAN, FLORIDA. Previous Area: (Max. Buildout) = 3.28 Ac_= 32.37% h V a` S -.. V -� O 36 Q v d Iv IL 7. REFER TO SOILS REPORT PREPARED BY EMPIRE ENGINEERING AND �, N t, y` �(� / p / ♦ �66.& TESTING, INC. DATED 04/06/90 FOR EXISTING SOIL \5 A \ .0 CONDITIONS. Y �� •0 d.8 x3d.6 6.9 W 0 �[ rh ♦ l Y 3 9 xi8. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PREPARED BY O Z Z Y W Q� �- �S Q \Q� ! ♦♦ JAMES A. FOWLER LAND SURVEYING ATED 04/17/90. lSoCO.,I Z O 3 U w S6� *t89 p W ix I< U V OC t� s � [. ♦♦ eQSl'l 9 • ALL NSITY TESTS SHALL BE PERFORMED PER ASSHTO T-180i a a U a U)WATER AND SEWER NOTES ' METHOD. 10, CONTRACTOR SHALL SUPPLY DENSITX TESTS TO ENGINEER ON ALL 1. POTABLE WATER SERVICE SHALL BE `PROVIDED BY • 9%Z ♦ / O'SG�- ♦ x 35 O' Otj� SUB -GRADE AND BASE WORK. INDIVIDUAL WELLS APPROVED BY THE INDIAN U O� / ♦ / 'y/ FS RIVER HEALTH DEPARTMENT. z 11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE •e CG , �� n�Y 3g'OQr ♦ = ty? 3 TFS+ FOR ANY INSPECTION. 2. SEE SHEETS C4I EC7 FOR GRAVITY SEWER - �9c� 9 �' ♦ ♦ 7 ♦ ♦ 9 + AND FORCEMAIN PUMP STATION DETAILS. x3 12. ALL SIGNAGE AND STRIPING TO BE DONE IN ACCORDANCE WITH CITY W ��`+� ?3" 1p, ! G� 40 OF SEBASTIAN AND FLORIDA DEPARTMENT OF TRANSPORTATION N N / ti ti �'`r ♦ ♦ �C/ g0.8 ♦ STANDARDS . Q or '`'" 3 !lamp ♦ / is + 3 Z N 0 °o V1`` % 8 I. ` `'� O- ♦ ♦♦ / •U56 �, g2 6 x ♦`69 11. o L Q z Q xZ3' r d ° CIO-- N:_ N s a, 0 ! * 0♦ ♦ ♦ l ✓� ♦ ♦ ,� TOTAL ABC 40Li14-f Or GU% - 0l , 971 Gtl. Y05. Q z 0m (� / t 21 po ~ ,� s� / SOSG 1 3 RECLAMAT/O/V pLAA1 --- \YI LL 8E Z U �, a ♦ d / 32 S ACI1IPLISAIED ,BY THE C A.1ST1ZUGT/oit/ a w L !�' �,� x 2� l/l 0 lj ♦ c , _ x 3 ♦ x'J� ? ♦ ♦ 5 1014' THIC 151J817/V/15/0/L/ } im 19 OSC pc U) 29.9 �S�.0 col�rG l� �� ♦ �� Y32•D / 0 0 ♦ lld ! ( c-e Q rOOs, O 5 >.. ♦ p0, 3? Asa o�/Sh�J x31` ♦` ti ♦ C001 s ♦x3 { 3 6 � 0 ' `� ♦ `tole (SO 30� CfCENO oo %+ �2 -�� �� rya 5 rt� 3 d SlS Pec x3o ,arm S ♦ 00�` iZ8 Proposed 5 of Elevotions P x22.? ♦♦ �g6 l ' GSG �• / 89 if , l O!�' �, 0 ♦ � O ,, S g8.9 Exlstlnq 5'pot Elevotlons x3� 3� •� ♦ F9 ♦ ♦ x gZ 2 / OSG �' ♦ ♦ Q.�Pe I ♦ x 93. d lS !G / ` ♦ ♦ �rs3: $� 3 � � �O ,c t3 9 � � � � S Uj O , q 5'torm Wotcr Monogerr7crrt roct �. ll/l. 7, s 9 , osG / ♦! '� l ♦ 3 z3 /to l?SSy 540rrn toroln 6tructurc 1.0. nucnbcr O �3 t ♦ I !�� �' O i19 ? 5'cwer lVN 1. D. number = . 3�.t �S !7 / ♦ ` �' > . o' 339♦ � I j +} 2.1 ,♦c��Q9 I 19. 3 t > eo 19r0 osco' Coe-7ba s1 . e4' d Pvee1roposed !rc`'C1,W CN 5onitor 5cwec A/P ♦ 3�, Aso 0 y � Q' f o- 0 to p cp -r S ♦ h a P ecrc. Tcst Cocotion r�s W to e,ql DU,, ♦ 3Q•6 OS6 �, , elp 1 I p P b Eosc° cn t F. U, C, l er�il, cc -, ♦ °o g3 3 tt9 01 1 I u I!c C/trlrty rn rc>o �ti0 CiQ 329 tot r���o� (�is,�, F x 32.8 1P,3 f � � r �`. u 35• � 1 is •'`' I �, lob ?ov 41q� ?9 ' 2 1� e0 / ?8♦ v cd� ��lol� 19 �QQ ` OSG / �8 . t98 < X 32•Z _ I � � � 79 ,� h n Q sv s y t p sr�tucruae SCN460u1E el'or ♦ 160 18� I d o �° 1yAe Inv. !n env. out rap Qernorhs ��n o cle- tr).d �� � � / ; q l M1 tcrcd End See do tor'/ 5ht. �� S'ro� �' ♦ ♦ ` QGS` 2 7ypc E inlet SUMMARY OF QUANTITIES 3 Mi tcred End tu.o . i SEWER lTi�,.� ��f �♦ xt4. \�l• � 0'��. 1}� 1 I � O � I V r I Q. iypc F" Irtict 15.G 18.8 ' •- 's�o �Q�c•�. � od �ij �� � 1 I e � ITEM DESCRIPTION UNIT QUANTITY 14V��� � J"���j, d FO �?•� Q / � V. ` I 1. SANITARY SEWER MANHOLES EA. 5 ����� N4AL h b C I �J •� 2. 8" PVC SANITARY SEWER MAIN L.F. 1403 2d• 0 tih ctr St3. 3" PVC SANITARY FORCE MAIN L.F. .1600 s r 1 4. 8" X 3" T.S. & VALVE EA. I V j 5. LIFT STATION & VALVE PIT EA. 1 6colc: e = J`' 0♦� 1 V � „ �; j eta 9 ZZ, Q 6. 6" PVC SANITARY SEWER LINE L.F. 350� 7. DOUBLE SANITARY SEWER EA. 10 e5 �j .�\� <3 8. SINGLE SANITARY SEWER EA. r!/�fyEo �� � 1 { 1. General Notes for Send Mining Operation: PAVING AND DRAINAGE �•nq• 0 1 All sand mining operation shall be in accordance with the ITEM DESCRIPTION UNIT QUANTITY City of Sebastian Sand Mining Ordinance. 1. 1," TYPE S-1 .ASPNACI S.Y. 3920 2. The sand is to be mined dry with earth moving equipment. I D E S C R I P T I O N 2. 6" LIMEROCK OR COQUINA BASE S.Y. 4085 t�UlTtp Jct'OtIOCT a VOIvC I 16 3. 6" STABILIZED SUBGRADE S.Y. 5230 3. Proposed mining operation shall be Continuous with completion t�!?� (gec .drhect C-7� I .� within eighteen (18) months from start date. R - A PARCEL OF LAND SITUATE IN A PORTION OF THE NORTHEAST 4. MITERED ENDS EA. 2 !2 J�tObl1lZed UCCeSS G?OOd 5. ?Q K 38" E.C.A•P L.F. 95 4. Proposed hours of operation shall be 7:00 A.M. to 5:00 P.M. VJ �1 QUARTER OF SECTION 7,TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN 6. TYPE "E" INLET EA, 2 weekdays or as stated in City. of Sebastian Code, Section 20A- ConstCUCt NOt7 Putoble well to 1!t`t Stotlol7, �O RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS 7 • so° S.F. 64 00 5.3o a (1 . for l�o9e bib Ctft Station V FOLLOWS: 5. The stripped site is to be watered and grassed to minimize OFF -SITE OLD DIXIE HIGHWAY dust and sir contaminants. 8EA/C4Y MAal! Aloil !n Gower (Ole M 't Alorth o O 6. A written annual land mine progress report and intended re - Of tl7e !\)orthCOStcdy CO!-l7Cr Or,.tea THE NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE ITEM DESCRIPTION UNIT QUANTITY clamation schedule is to be filed to the City of Sebastian \, SAID NORTHEAST QUARTER OF SECTION 7 AND THE NORTH HALF OF THE Building Department before October 1 each year per City Code ltrc Mott Plat Elcv = c 1. ?,/� C� 1. 1;" TYPE S-1 l4SPtmlir S.Y. 5220 Section 20A-5.30 d(4). SOUTH HALF OF THE NORTHEAST QUARTER OF THE SAID NORTHEAST QUARTER 2. 6" LIMEROCK OR COQUINA BASE S.Y. 5486 OF SECTION 7. ALL LYING WEST OF THE WESTERLY RIGHT-OF-WAY OF OLD 3. 6" STABILIZED• SUBGRADE S.Y. 8780 7� No mannersPassing signs are to be posted on site in a conspicuous SHEET 4. SOD S.Y. 9967 DIXIE HIGHWAY. 5. 1?" C.A.P. L.F. 3?6, 8. A Type "A" screen and a fifty foot (50') buffer is to be pro- 6. MITERED ENDWALLS EA. 10 vided for any areas adjacent to•residential zoning. k CONTAINING 10.41 ACRES, MORE OR LESS. 1 Z OF 90 * 1 ?8 ECFwrrn I I I I 1 'f Jn„w ti w N t I 0 30, SENAST1AM GA0Vt'[21�ATLa LOCAT/o�c/ A-1AP ��• T S. ) CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD TANGENT C1 99022'34" 25.00 43.36 38.13 29.47 C2 14001'24" 210.00 51.40 51.27 25.83 C3 89028'43" 25.00 39.04 35.19 24.77 "C4 06044'45" 270.00 31.79 31.77 15.91 C5 10°47'23" 270.00 50.85 50.77 25.50 C6 84°08'10" 25.00 36.71 33.50 22.56 D E S C R I P T I O N A PARCEL OF LAND SITUATE IN A PORTION OF THE NORTHEAST QUARTER OF SECTION 7,TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SAID NORTHEAST QUARTER OF SECTION 7 AND THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SAID NORTHEAST QUARTER OF SECTION 7. ALL LYING WEST OF THE WESTERLY RIGHT-OF-WAY OF OLD DIXIE HIGHWAY. CONTAINING 10.41 ACRES, MORE OR LESS. 0 S0 100 ISO 200 .SE-f3A S T/wit/ G�POt��- Es�-4 TE'S � T BDOY S �/JlE 8,S ,SCAG�,' /- : sw , /.vpi,4.v RiVE.Q CGr�.v7y ZO,vE'O CH , z4mo uS�' f`SOtr/,t,� G/.vE' OF SE�9.ST/ASS/ /V O T 5 89011'00" E 1284.34' P L A T 7- C 0 ....�.� . -• v� i.�.. iv• - G cir Not//.¢' a-c- T/5rE NEr¢ ZO,v 'p /•v0uS7R/•94_ Al0 7- P G A T 7- LINE DIRECTION DISTANCE L1 N 67025'02" E 14.86 L2 N 67025'02" E 15.14 L3 S 89011'00" E 21.79 L4 5 89011 ' 00" E //•SD LS IS 89011'00" E 1 21.79 CERTIFICATE OF SURVEYOR I HEREBY CERTIFY that the attached Nap of Survey of the hereon described property is True and Correct to the best of my knowledge and belief as surveyed in the field under my direction on APR/ LjO./990 I further Certify that this survey meets the Minimum Technical Standards set forth in Rule 21HH-6 adopted by the Florida Board of Land Surveyors, pursuant to . Florida Statute 472.027. There are no above ground encroachments other 'than those shown hereon, subject to the qualifications noted hereon. Dated this /ZTh day of .JG/NE 14 9 O. F ids Registration No..5435 - a LYDOO/y!ERET ,50?yt rorir s Notts : , 1. Reproductions of this sketch are not volld unless sealed with on Embossed Surveyor's Seal. 2. Lands shown hereon were not abstracted by this Office for Rights -of --way , Easements of Record, Ownership, Abandonments. Deed Restriction, Zoning Set -backs or Murphy Act Deeds • 3. Legal Description shown hereon was provided by the Client and/or his Agent. 4. There may be additional restrictions that are not shown on this Survey that may be found In the Public Records I•� �V f \ W 0 s I cp 2G-75' •�\ 37 6-4' L3 a JPP eJo \ cA \ g •� \ S Ss�, \ C2 \ C� C4 1 1 CUJ 5 e s\ Q c6 , 7,q,4C '8 .� h ° m 4' \ 75 I .57.47-/0N I I aS/T� 0 - 138.75' _ L5 \ ! O Denotes proposed Permanent Reference Monument p U 2. • - Denotes Permanent Control Point' 3. Bearings assumed for calculation purposes only. 4. All lots have 5 (five) foot side lot line and a 10 O (ten) foot rear lot Drainage and Utility Easement XA except where otherwise shown. 5. S.M.T. denotes Stormwater Management Tract m Z 6. Certification shown hereon is for exterior boundary. p a �a -I: T_S Zv; I F: Ft, TM PQ'E�APE'O E3y: JAMES A. FOWLER LAND SURVEYING COMPANY 1239 SOUTH U.S. HIGHWAY N2 1 P.O. BOX 1677 - VERO BEACH, FL. ( 407) 562- 4744 32961 Ul j..L)b .. a am �1 O W 2 to M G O p Z U a W m , `a UUHK 1 tK Ut- =L 1 1 UN ! r f UWN�rl I i 01 ]UU I M i KHNht : J`J ; _ tH51 , I NU 1 HN . - 6. TYPE . 6 INLET ....' . .. 'weekdays or. as stated in Ctty. of Sebastian Code, . section - _,., COI l-10$ b�6 �l�f f0 ,.. N T RIVER COUNTY. FLORIDA, BE G MORE PAR ICULARLY bESCRIBEO A5 7. SOD S.F .. 640 ... :.. -FOLLOWS w grassed " o minimize The 'stripped site ie' to be Vat and a t Ppe 9 , r ... .. . OFF -SITE OLD DIXI HIGHWAY dust and air contaminants.MUCH Aowdve -., W F' A �, F R A T THE NQFZTH HALF 0 THE SOUTH H L 0 THE NORTHWEST EST .OU QUARTER 'OF .. -THE HE E , . . , ,. A . ;- ITEM _DESCRIPTION . :. ,_ . UNIT _ QUANTITY r and intended re- written' annual Viand min .� 6 A- t progress Po e Bled o the City of . Sebastian clamation schedule . is to b t y . _ . ART A NORTH A THE,.. F-SECTION A NORTHEAST QUARTER O7 AND THEH LF OF SAID NO E :. .= - October --I I :each r • ... _ _ .' year per City Code , Building Department, before Y P Y g p ,._. ,.TS�PE : , 1. s s � r _ sic s :. .: ;. i 0 d 4 _ Sect on 2 A 5.30 _ ,. .. • QUARTER F -T A N THE OUA R HE I Q TN T- A R A F E E 0 5 D R EA5 DU RT .SOUTH H L OFE _ 2 MER b LI OCK OR COQUINA S.Y. '.. " 5486, ..,...., = ,• . OF 5ECTION 1.` ALL LYING WEST OF THE WESTERLY RIGHT -OF` WAY OF :OLD :. �• » _ BI 6 :: A LIZED UB 0 ST 5 GRA E s.Y. e�eo .. ..,, . . steel on Bite n ., No tres -trespassing' signs are to be o i aconspicuous_ 7. P 9 9 P. = ., , .._ • ., . _ 4 5 .. SOD „ » C.A.P. S.Y. L.F.. 996 7 . 3 2(0 manner. .- - .. r,i b be pro e 'and' a fift .foot- 50 8. A Type A -:acre n a Y ( !.:buffs s t p ,. _ :.. .. 6 . MITERED i;D ,ENDW LLS . ,: . IT }� A _ A E ._ , 1 d .. -adjacent to residential zoning. vided or a ; .. n areas ad ace f 9 CO I N i NTA NG 1 P. 4 t ACRE5 MORE- O LE55. .: No na Moil rt� wet' Palc l8,- t of thet rl �, tU r heoste co o y hC Flo t Plot El V. -? r t c / L d AUG 2 1990 SHEET _2 O F 7 90 178 a a L \` ,fI•FsJWe o1,f,fjw .W IN in eo 33 30 2-5 20 13 10 ��®����Iw��vwwAw.+ ���.otl� .u�rr��i����_��M�Aiiit- �"a'�L•�I��w.�.wrs�w� mom w��rw�w�w�w��w■�■�w■w■EmNo s�® w�is■�iii �®�� �■■n���■.�r ������■�■w�■�■��®i■■i�����■�s�®��s�■■�e■es�®�����■�■®es�■���®����■�■����®■�■i���■��■����e������■����n■■��■�■��w���� ®�-_�r�®�e�s�s■�■���■� ** ��■����®��r ���� ®ate ii�w��w��■iiw�� �i��� ■i�i�■�i • � srr��r�®�■�����■������■■���s���� ���u��■�� ����w� . _ ws���ws�u■���iwsa�� ®�■�■���t��®�■�■�®���e■�a��_■��■w®a�■���o►.--z:�•1�c•��,ur ®®��� • C. �w����w�wine� ww■�������■■��■��®�w_��au�v����r■s�®�■�■��sirw �■��■� �� ■�� o���wa�s ���■�■���� �■�wri ■ii■■��i� �■�i��ini ii® o�i—® ss�®®�®®��® i �.■..�®yes®�sa®®®■■.■..�® �� �■�r■��u■.ter®��®r.■�■�..��s���■■�.i.�. ��.■� �r � mom wi■�r�i'..■■��..��N.�■.�s..■ ar �r■��■�ii i Q _ ®®�w.se®■��u��■■���r%ii®r■■�s�■e��■��■��e����e�■re� I/FAW5 aF 54245 ULTRA -CLEAN Powderles4 Printing THRUST BLOCK SCHEDULE PIPE SIZE HOLD DIMENSIONS 150 P. S.I. TEST PRESSURE 900 45• Z2 II 1/4 LAT. TEE PLUG INCHES E MIN. B A A A A A A C' D E 3„ IDu r� Id. 6n 3u 3'� 7u 1,, ID„ 7u 8u 900 BEND 45'-22 1/2'-II 1/4' BENDS • VISQUEEN IN A A FRONT OF PLUG .,C„ SQUARE Not _.--- D D ► I. THRUST BLOCKS SHALL BE POUWD AGAINST UNDISTURBED o ., e : _ MATERIAL I WHERE TRENCH WALL HAS BEEN DISTURBED + - - + — F_-XCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK E D D E ) TO UNDISTURBED MATERIAL. -QJ 2.ON TEES AND BENDS EXTEND THRUST BLOCK THE FALL LENGTH W AND PUT, W000 BLOCKING. IN FRONT OFALL PLUGS BEFORE L-P, POURING CONCRETE. CROSS WITH PLUG TEE WITH PLUG 3. ALL WOOD BLOCKING SHALL BE CREOSOTED 12 LB. EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL \ SPEC. TT W-556, OR PRESSURE TREATED LUMBER. -. TRENCH 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND WALL AND SMALL ROCK FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE REPLACED WITH '\ COMPACTED ACCEPTABLE MATERIAL. d 1 o B (PLUG) 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 PSI CONCRETE. <• 6. ALL PIPES GREATER THAN 12�IN DIAMETER SHALL HAVE RESTRAINED TRENCH "'�. BOTTOM ..7, B (FITTING) � • _ �� JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATION DETAILED IN SECTION 13. .� UNOISTURBED EARTH E A A TYPICAL SECTION LATERAL NOTE: 1- VISQUEEN SHALL BE PLACED BETWEEN CONCRETE AND PIPE. T"aysr 84OCu I�Ef41C S ASPHALT SURFACE 36" SQUARE CAST IRON STAY —PUT COVER ( �� RAISED LETTERS . MARKED- 12 'WAT E R " AS APPLICABLE' MAX. "SEWER" AS APPLICABLE • `p e� •• ! •v o� •O ' Q o I -NO. 3 • c. o • C CONT. ' e LIMEROCK SLIDE TYPE BASE VALVE BOX a TYPE I ( TYPE II a TYPE zz PROVIDE EXTENSION AS SHOWN - - p iD FINISHED GRADE 'n rn 24" SQUARE CONC. PAD ' 'I -NO. 3 iF CONT. SLIDE TYPE VALVE BOX • TYPE GAPE VAC VE Cox 067,411- WASTEWATER AND RECLAIMED WATER FORCE MAINS PIPE MATERIALS A. All pipe and fittings intended for conveying or transmitting wastewater shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl Chloride (P.V.C.) Series 1120 pressure pipe (4" through 12") shall conform to AWWA Standards C 900-75 and ASTM D1784 and D2241, latest revision. P.V.C. pressure pipe shall be 454 A Class 12454-B material and conform Strata Depth Blows SPT-N Elev Water Description of Soil In Feet /6tt Value From -To Table Light Brown Sand -0- 0-6" Medium to Fine ------------------------------------------------------------ Orange Sand Medium to -1- Fine -2- -3- - 4 - NOTE ; see 5'o116 acport for odds honol sortr79s. Wotcr r0b1c not _ 5 _ encountered ------------------------ 6-------------------------------------------- SOIL PROFlZE 5cc elon View For / dirncn�lon.to f�li...:�� ��� P/ten 1/iui a1W - 12" Votics 1?' lot 5o11•d 5o d 0 `9�0 19.0 I Q �1 � 1 Bottom E1. IU.0 I IWaMWAI'EQ NMQNAOEMENT TQACT SECtlON A/OIE 51te Bu11den9 e bd shot! 51ope 3: 1 Max to meet be 1 ' G "obove crown of Extst. Ground C-1 'Peor e`t Good, 0 IJroinoge flow /grow -� 3 . A41AIIM41M 64Fr54Cd1S fron e Yord = ?0' ( I acor Yord = eo' ge d e Yord s None f MlnlrnUM Green Orco 20� Moxernum 51d9. Covcro9c 50% made from Class 12 - or with the outside diameter of cast iron pipe with a minimum wall A102W- See Sheet C-2 for thickness of DR 25. Co6ement Notes. C. Polyvinyl chloride pipe shall be furnished by Johns -Manville Manufacturing Company, or equal. D. The pipe shall be marked the entire length with three brown color coded stripes. These stripes shall be applied in the manner as the required ASTM coding using permanent ink and shall be at least 1/2-inch high with the word "Force Main" in 3/4-inch Cxl9t, G1oUnd4�-`. high letters appearing one or more times every 21-inches. • o ��5 E. The pipe shall be brown or green in color. JOINTS A. Joints for P.V.C. pressure pipe stall be bell and spigot push -on rubber gasket type only. No solvent weld or threaded joints V will be permitted. ! Proposed fjutlden9 �o� ! B. Other type joints may be considered for specific installation 3 i f. f. 6Y. P7. 75 upon submission of specifications and approval by the Engineer. '61 Slo e FITTINGS _ A. P.V.C. fittings 4-and smaller shall be of monolithic 1120t h EX161. construction and of the type specified by the manufacturer of the pipe being used. No solvent welds will be permitted. Gro u17ol I 8. 4 - 12 underground fittings shall be case iron mechanical joint and shall conform to AWWA Specification C110 {ANSI 21.10}, C. The pressure rating shall be 250 psi. jQ SECIlON V'o_ _ Hore z = 1 "= 50 ' D. All ductile iron fittings shall be supplied by the manufacturer 5co1(f with a cement lining on the interior and the exterior shall have a bituminous coating to a minimum dry film thickness of 1.0 mil. PQOP05EA UlC ! r Y1"1 CQ COT G!?4011VG PL A1V Q cole : l - 30 s ON Swale Stlouldcr , I 5o11d god , I Q t ' rF Ow i- Id' W I— OW o 8' 10' " 517oulder 6wolc I e e �' 11 Type 6-1 45(ohol t " Crrrlcrocll or CoQuino Bose (F 96% Density per 44 6N r0 r-180 �1?"6eobihl oed 5ub9r0de 6) 93% ` 0en6 ty per qA 51-1 7'0 7-180 f, d. V. _ 50 i 010 01X1E 1.116eUW4y SEC r10N C- C u1W 60, afw C Id" Varies vorles ?�' QVorle6 Voriee 6wolc aoodwoy 5wO1C co l C Sod — b 601 e d sod J k �1 �F 1 ' Depth From 5totion 111d " type 5-1 45phole 11 6Z 60 to 5toteon ' 1Q� 10. 00 6' llrncroclt or Co uI .na 605e CO 98°1a Density per 445e4j0 7-180 G'" Stob�112ed Subgrodc 95e1" Density per 4451470 r-160. r 6. V. 50 SECTION Q -A flow line SECTION B-B AlOIE : Refer to f. D O, r aoodwoy e rroffec De61gn 6tondord5 index 0,?7? for odOV101701 errformol`/on, 0 411 Concrete to 6c .5000 e.. S. Z. PLAN VIEW MITERED END SECTION g 0• 2 1e " 3'•4` i N V1C g g N N 14 ©. r TYPE E Straight Bars 2'x Reticvline Bars 14'x n Bands 13-X j• PLAN Approx. Weight 2,15 ebs. GiZot oEr,41C �4" s�1Q N NOTE : rlcfcr eo ee 1) 0. T 117ode( -se 70 2• for ode?10001 «Morrnoteon I' 1 6) 12 "Ctrs. R w " Sump wl Hole w/grovel SECTION i l TYPE E INLET j -AUG 061990 li�-1 eV I F) I V I In C `s Cs �i �► cn o � � N Q 0 o W O z z Y W Z 3 U W -J m N< W H Q O W X I< U a G u 0 to U Z U W O � L 1-- aX eA N N W W Q ,., W W U7��m In 0 0 0 W = LLL 0 Z z o = _ �/► VIl N U n j r Q a Q 0 o W ZU)m p 0 0 z U (Y Q W m U O Q Q. V Q J ti c h .O � N O V SHEET C-5 5 OF 7 90 -178