The URL can be used to link to this page

Home My WebLink About1989 - Site Plan Fischer IslandT 10 70 50 SHILO 136 YOUTH RANCH GULF 0+1 1-4 STREAM S=m CO..CIL RANCH 12 3 31. 40 r POTOMAC 'fti, 0 +. vi4f eke 4b eSITE ISI V ANTHONY tORACI ? 300.2 A SINGLE — FAMILY N RESIDENTIAL SUBDIVISION 1989 VOV=v13=1 DR. HENRY A. FISCHER P.O.. BOX 780068 SEBASTIAN, FLORIDA 32978 (407) 589--3159 MOSBY AND ASSOCIA i t=Sl INC. . 1507 20th- STRt=t= I VERO BEACH, FLORIDA 32961 (407) 569-0035 1 . 2. 3-5. 6-7. 8. 9. 1_73 A COVER SHEET OVERALL SITE PLAN & GENERAL INFORMATION PAVING & DRAINAGE PLANS ROADWAY PLAN & PROFILES PAVING & DRAINAGE DETAILS AND SPECIFICATIONS SUBDIVISION PLAT L.A. DAVIS A FARMS _)rA fDMUNO ANSIN INC. (5 is 4 32.4 SrA flLvwt iVEDGE RD AG HIL t 5 G E L j G/. / is N•►• i �.. a 60ap PER/WINKLE L. A. DO"M.A V IS 23.• FARM! -14 Q tOF&UM ANSIN 2,,, MARY RUSSELL .a5 0�l 7m a JOHN JOHN JAMES A. FOWLER LAND SURVEYOR MAISSEY RUSSELL JACK 38 40 DAVIS r r Ra 40 t MIAMI 'TO -2 61 1239 SOUTH U.S. HIGHWAY NO. 1 OARDEIIS, I NC. 0 LOO E L16HrHOUSE L.A. DAVIS DIAMOND 0 OAK IR 0 VERO BEACH, FLORIDA 32962 ENGINEER'S PROJECT N t1i FARMS, INC,,LANE (407) 562-4744 FARM11 INC. 4 0. 89 BROS. 41 It CRAVES WY 152.5 OD =01wr C3 AD. 'WAOASSO• a SHEET 1 of 9 rr ;G&A Nov 1 5 1989 TO I NSHIP -41 N RESIDENTIAL SUBDIVISION 1989 VOV=v13=1 DR. HENRY A. FISCHER P.O.. BOX 780068 SEBASTIAN, FLORIDA 32978 (407) 589--3159 MOSBY AND ASSOCIA i t=Sl INC. . 1507 20th- STRt=t= I VERO BEACH, FLORIDA 32961 (407) 569-0035 1 . 2. 3-5. 6-7. 8. 9. 1_73 A COVER SHEET OVERALL SITE PLAN & GENERAL INFORMATION PAVING & DRAINAGE PLANS ROADWAY PLAN & PROFILES PAVING & DRAINAGE DETAILS AND SPECIFICATIONS SUBDIVISION PLAT L.A. DAVIS A FARMS _)rA fDMUNO ANSIN INC. (5 is 4 32.4 SrA flLvwt iVEDGE RD AG HIL t 5 G E L j G/. / is N•►• i �.. a 60ap PER/WINKLE L. A. DO"M.A V IS 23.• FARM! -14 Q tOF&UM ANSIN 2,,, MARY RUSSELL .a5 0�l 7m a JOHN JOHN JAMES A. FOWLER LAND SURVEYOR MAISSEY RUSSELL JACK 38 40 DAVIS r r Ra 40 t MIAMI 'TO -2 61 1239 SOUTH U.S. HIGHWAY NO. 1 OARDEIIS, I NC. 0 LOO E L16HrHOUSE L.A. DAVIS DIAMOND 0 OAK IR 0 VERO BEACH, FLORIDA 32962 ENGINEER'S PROJECT N t1i FARMS, INC,,LANE (407) 562-4744 FARM11 INC. 4 0. 89 BROS. 41 It CRAVES WY 152.5 OD =01wr C3 AD. 'WAOASSO• a SHEET 1 of 9 rr ;G&A Nov 1 5 1989 ... .... __ .. . _ __. .. .. . .. . :. . . r^ . . . . . . . . , ... I ... . • .. .. ... . t,, - y �.. 4 ..� . : EASEMENT NOTES COMPENSATORY NOTES . . . . .. il 1. UNLESS NOTED OTHERWISE, ALL LOTS SHALL AS PER THE REQUIREMENTS OF THE CITY OF SEBASTIAN . HAVE A 5' DRAINAGE &UTILITY EASEMENT LAND DEVELOPMENT CODE SUBSECTION 20A -10.2(H}(7}, .. '.". � �'r . ALONG SIDE LOT LINE. THEREFORE, ABUTTING COMPENSATORY STORAGE HAS BEEN PROVIDED FOR PROPOSED Tey >., ry K'P�l FILL WITHIN THE FLOODPLAIN OF THE REGULATORY FLOOD. �Mti�� l xx LOTS SHALL HAVE A 10 EASEMENT CENTERED ON F , ~> � k , 's COMMON LOT LINE. E9 -� y "".t" ' . �.r_ :� �-, ,11 ;� . .. ., „a: a •.C,^ '•i:."t�+i.i'i ?'..' q' x,•;iY" -�• f1- AS PER THE REQUIRELi IMENTS OF ST. JOHNS RIVER ... , `` ti ry ,,,. 2. UNLESS OTHERWISE INDICATED, ALL LOTS SHALL WATER MGMT. DISTRICT, COMPENSATORY STORAGE HAS '�` 5` "'®Y . .' / ,1,¢<' � rn HAVE A 10' DRAINAGE & UTILITY EASEMENT ALONG BEEN PROVIDED FOR FILL WITHIN THE SEBASTIAN RIVER 3 .. 0- - F hp r � uj �- REAR LOT LINE. FLOODWAY. f T TRACT'A' ('- s \ I.1 ```' COMMON � � . AREA a rn 0 3. FOR ADDITIONAL EASEMENT INFORMATION, REFER TO FOR ADDITIONAL INFORMATION, REFER TO COMPENSATORY \ . r ' I' +r z • to _ PAVING &DRAINAGE PLAN SHEETS 3,4, & 5 OF 9 STORAGE CALCULATIONS AS PREPARED BY MOSBY & ASSOCIATES INC. •wg.. t_ :$ +� 2.57 ac. o I > N ,. AND PLAT SHEET 9 OF 9. DATED NOVEMBER 1989. .•, , ti , cy) . � o cn �11 ..y .:;<� °+ �1jSC . ;'' WETLAND AREA Q ao m m z Q EXISTING STREAMS SHALL BE CONTAINED WITHIN A *''4$`4s: M a �P -' :Rr;:,•.._ S� ,r AS DETERMINED 0 ; 11FILL WITHIN FLOODWAY = 315 CU.YDS. .m; . =�*=� - ,',., :.�'._•. • `� W PROPOSED 25' DRAINAGE EASEMENT CENTERED ALONG _l.i;.; - . i CENTERLINE OF EXISTING STREAM AND PROPOSED 1. •'Ii'`' '' -'i r�;>t /� ry+.y BY S.J.R. W.M.D. W W r' AT SHEET 9 OF 9 FOR FILL WITHIN FLOODPLAIN (EXCLUDING FLOODWAY) = 7515 CU.YDS.�'' {_ . W CULVERTS. REFER TO PL \ s '' . +'` Q o Z C LVE 4 1. .;i. Fir A .-;ii.. ' w, m o 0 AT10N. °, _ 4 5� , y �,`s o W I Q U ADDITIONAL INF RM = _ , TOTAL FILL 7830 CU.YDS. ` "a O O U Gl TOTAL COMPENSATORY STORAGE PROVIDED = 8230 CU.YDS. '`''' P\ `_ ry i" `f ' o N . . 1. I I 1;. / Q z <. t I _ - ' ti 1 /�0 / \ ;. O Z N 211 .¢ _ \ F) r) + t+6 PROPOSED EXISTING N m 10 n N i , f . t el!T.""w, " �'.. ,#.`k.< '� t`' ;:;..�r; .11 i ,h; PAVEMENT PAVEMENT a_�rl IL ry/ :01 .' I �� W m v opM A GE W^00 I � +� I !� 1. .y / W I .. 'i' TER �•�� ' C \ 13 fA I R z Q I.^ DINE TRACT 'D' 1 '' =_ f .� 0.55 ac. \ a EBApj� COMMON _ .�, w / , : a M . S � ' f� , . , :,•." ( AREA+^, - :y;, w• t--- / $ „,}:>x:' '` 16 I e+ F Y• Z 0 0 S. J . Q ti _ !a / o ' w , f°. x.63 aQ /+� Q rn 173 ac - `L A. `.t _` t65 ac. / 8 t �,, WEST LIMIT LINE OF SEBASTIAN :.. r �. N = ^ 'z Q sa O / �� RIVER FLOODWAY TAKEN FROM i _,I. m � / \ - 17 \ m - r �+ _ _ >;T F.I.R.M. MAP N0. 1206100078Et.I � � - - *;:x =y n 1�1DATED MAY 4, 1989 TYP 80 ac. % V a_.,�' tr. 2 _ O ro , -i: •� �+ L+T \ L+ �' ,„. rt ..,r,.+ : �` / V+J N� "` O \ 11 Is. / z WETLAND AREA1. RiV O o 26 ,.• 0.57 ac. AS DETERMINED SS 213 ac r z O;4`,} SAN SEBASTIAN \ - - +� BY S.J.R.W.M.D. GG`, 'L `�{ �- ¢b.:�{ SPRINGS EAST °� 19 r . I 11 0 P �,� o, o t95 ac. +� �... , ,at ♦ / 1 O / \\ O 0.63 ac. s o - �� r PROPOSED c . x \ 0.74 ac. 4 _ , .,O- I 1 1 ,�+ \ BRIDGE `- je_� / 0.48 ac. 0.48 ac. z ;`' 079 a� \ CI � . I � - cl, @ � , I 1� �--,- J� � - 09 I 0.76 aC _t� ° 20 o t.. 30 . r V O � - '`6 \ 0.48 acs. - o � 4 . s k ac v: , \ < to . EXISTING -� ', 1.15 ac. � ,� 0 67 // z _/ �: + � _ \ Q1 8 KE , _. r LA i a>: 'L „� O '\+ "< /". ' 25 �t,� �� , o- `` '`-0 QCT 'C 0.48 ac. +c,x / `' I 3 / / \ 1.0 / 0.58 ac. o+°' CLUBHOUSE ��' o '`6 '� a ' 4t :.M +; I+o 11 7 Z / \ $ - - I 22 \ AREA 21 NQS / O +r I Z t� w 1� 31 `r { r .: t COMPENSATORY I r= , Z `L) ly =Lo 0 I . •.$�7 I,q ..,t / ` / 0.57 AC. , \ / �^ �'' U rn Q I 0 56 ac. / / 0.47 ac. I o - r`' �... �, POND 0.63 a� _ , -� +°' ��- j 5 { 1 � t28 ac �1. EXISTING \ J)/ �� // \ // _Q� 7) o ao ,� 31 t { I � o+ '�, / PROPOSED � - _ Z w I N + O \ \TREAM /� \ �/ LAKE ,�fi Z a z } Q i � I k 091 ac. l I t /.:.v f ` // y Vq 6 �.'� +� o m Z? zQ Q 2 :111.+'� I I �+ 10 UTILITY ESMT. (TYP) I . /// � I o 34 +6 .y 33 I 32 EXISTING +o j k 24+•.: / r� 0.58 ac. �^ Q o = F J N I '� e.+ STREAM '� �-- - - -J / t # y m a Q m n I Z 0.63 as 0.51 ac. 0.63 ac. a `, , �' 0.74 ea / &I I N o a � LL - w O w _ ,r .;'.'' '; 23 ,�+ 20 ACCESS I 00 IO z > � 10 UTILITY EASEMENT S .•a _:. r1 .. . , _ \ 1 �� EASEMENT °c �' r t = a - r . K �. 0.61 AC. y .� �6+ z � FomW !L N F- -.. L / _41, T„ <: -\10� � ____ " ___� )A.4, 4 .11, L0 00 55 - I Q W2Z2 I ` `"fiy I E Ld Z3 < < o + '� �i!ll_ -_ - - - I - - - �00 f-- -i L .. \ j I . o F-- � _ � .� a . r- � O I 0.55 as 0.56 as 0.82 ac. . m \ +� h +'� I 40 q I 41 I � � -_ ` v , j / ��lp i ,��,+ \ \ 0.55 ac. 0.55 ac. CO I Q w + •y o� ry"LL+y+� I `�' I '.ti I .�I _ �� / 44 R.. \ 10 UTILITY SM�(TYP) �+ I J + 1_� 35 I 36 i 37 I 057 ea 056 ea �ry 42 0o I 38 39 %IF 43 0.97 ac - - T-.. •F.: -.i .r +� �_ ,.. +-z,*-r. -,�.` .,- M. -. .:-,�, .•.3 -&: - `'� «.+ ^ v_ S . u..^es`w` --) -pr 0.52 ac. 0.48 as 0.50 ea 073 as 0.56 as 098 ac. 0.64 ea .y .. uF. �;.. .. _ :�. - - •W } 6 0, `" . Win. . . = -{ + _' 11 co% f.� ` r.. e N S 00'10'49" W 1331.74' S 00'10'49" W 1331.66' > () � I . I Iy ` TRACT 'B' 11 COMMON AREA PROPOSED EXISTING PAVEMENT O LEGAL DESCRIPTION SfTE DATA 0.06 ac..11 PAVEMENT UNDER CONSTRUCTION t 1. ZONING = RS -20 A PARCEL OF LAND SITUATE IN SECTION 14, TOWNSHIP 31 UNDEVELOPED 10 I SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA, SITE PLAN ADJACENT OWNER 1.5 + - MILES TO o1. BEING THE SOUTH HALF OF SAID SECTION 14, LYING WEST 2. LAND USE SINGLE FAMILY RESIDENTIAL z 1) I _j OF THE SEBASTIAN RIVER. p .100 MR. ANTHONY CORACI C. R. 512 (FELLSMERE RD.) Z CONTAINING 51 ACRES, MORE OR LESS. 3. TOTAL NUMBER OF LOTS = 44 + 2 COMMON AREAS 70 BLANCHARD ST. , NEWARK, NJ 07105 SOIL BORING DATA Q ^ N 4. AREA CALCULATIONS o t ' ;: A. TOTAL SITE AREA = 2,221,500 SQ. FT. = 51.0 AC. = 100 Z J t PERMITS REQUIRED B. TOTAL R.O.W. AREA 215,860 SQ. FT. = 5.0 AC. = 9.7% PERCOLATION TEST DATA wi P-2 e-, e-2 e-3 e -a 0 � (o C. TOTAL LAKE AREA = 173,070 SQ. FT. _ 4.0 AC. = 7.8� o ST. JOHNS RIVER WATER MANAGEMENT DISTRICT D. TdTAL COMPENSATORY POND AREA = 55,755 SQ. FT. = 1.3 AC. = 2.5% QJCHES T. �, GRAY sAND LEGEND z ' MEDIUM x ERC Q E. TOTAL COMMON AREA = 214,110 SQ. FT. 4.9 AC. = 9.6� _ A. MANAGEMENT AND STORAGE OF SURFACE WATERS P-1 - Y� � I - � , �. � ` �� r F,11 . TOTAL LOT AREA = 1,562,705 SQ. FT. = 35.8 AC. _ : 70.4 -�' BORING/P .TEST Q B. DREDGE' AND FILL 0 0 0z GRAY CLAY DARK BROWN DARK `` z > t � -' ,' LOCATION y.., fiY' l fig,: f e-,�5>, ; 5 a`H, m ' I' ., W/ ROOTS t ,, " W W -3 :12 : 32 .�. HARDPAN BROWN Y r �_ r;: MEDIUMoa. + - cn CITY OF SEBASTIAN -2' ENCOUNTERED 11 I NOTES y -6 :28 1:40 _2' LIGHT TAN ;-. SURVEY - :50 3:55 SAND ..... ..... WATER TABLE ' A. TYPE B :PERMIT 9 :: MEDIUM _" F x'.� B. SUBDIVISION APPROVAL _17-r 1 I -12 1:30 7:09 �.. r N V 1. SURVEY WAS PERFORMED AND PROVIDED BY -15 2:02 11.59 _3• _ ..... . r �.° '; -3' I .1 CORPS OF ENGINEERS JAMES A. FOWLER LAND SURVEYING CO. k ..... -18 3:12 19:07 VERO BEACH, FL. DATITD APRIL 11, 1989. ! - " - • 40 30: 00 g _ .DREDGE AND FILL 21 4. � A 47 - 24 6:50 44:10 -4• ':.'::. SZ ..... ..... � . , �.- �� `� 4U. Q a�,,;. m -27 9: 30 60:10 • • • • • TAN SAND • . • • • • • = '� BROWN SAND w MEDIUM N. . GENERAL NOTES -30 12:35 60:45 MEDIUM ..... ..... _ • ..... WATER AND SEWER NOTES ::... ....... --33 16: 30 -5 • • • • • SLIGHTLY ��'��••: £.'"` SLIGHTLY 5' 1. FOR ADDITIONAL LOT, EASEMENT, AND RIGHT-OF-WAY CLAYEY I-'°` ORANGE GRAY FlNE C YEY11 I / / OF ON REFER TO PLAT SHEET 9 OF 9. SAND W SAND W SHEET • 1. SANITARY SEWER SHALL BE SERVICED BY THE USE INFORMAII , .,. PRIVATE SEPTIC TANKS AND DRAINFIELDS AS -s ..ff I I I 11 : � .� :, � ., , , I I I INDIVIDUAL PR TESTS WERE PERFORMED BY DRILLING A 12" CLAY ' • " . " • CLAY -6 . 2. REFER TO PAVING AND DRAINAGE PLANS FOR DRAINAGE . APPROVED 8Y :71�E INDIAN RIVER COUNTY HEALTH DEPARTMENT. DIA. HOLE, INSERTING AN 8" DIA. PERFORATED EASEMENT INFORMATION. 11 . PVC PIPE AND FILLING THE ANNULAR SPACE ''<; OUGH THE USE OF WITH 3 4 GRAVEL. ;, - 2.: POTABLE WATER SERVICE SHALL BE THR REFER TO SOIL BORING REPORT PREPARED BY EMPIRE ENGINEERING I.. . 3. ALL EXCAVATED MATERIAL SHALL BE DISPOSED / 2 `9 INDIVIDUAL PRIVATE WELLS AS APPROVED BY THE INDIAN RIVER AND TESTING, INC. DATED AUGUST 10,1989 FOR ADDITIONAL SOILS INFORMATION. , ; OF ON-SITE IN 1T -IE UPLAND AREAS. 0OUNTY HEALTH DEPARTMENT. 89-15 y . -' �...: . Nov 5 1889 I x_ N P.C. = 7+44.13 I � ELEV. = 15.71 15.3 y to 15.3 13.3 1 9 I 13.3 1 k, O P.T. = 6+09.78 + ELEV. = 15.94 `t c, ,17 0 15.5 159 R.O.W. LINE 13.5 SWALE EDGE OF I p.R.0 - 5+34'16 ' SHOULDER ; ..:;A . ELEV• = 16.0, \ EDGE OF / PVMT. - -A- 08'06'37" i3s + R = 530.00' ' c 15.6 L = 75.02 1 16. 13.6 it C C 4:1 3:1 1 M 3 I M �► 6:1 16.0 m 1 .31 "1 14.2 A= 16'13'14" I m 1 a Q WEIR R = 969.87 w o (o LENG 14.2 I L = 274.57' z ,N > o ELEV I \ 0 NOTE : FIELD ADJUST PROPOSED ELEVATIONS ALONG PROPERTY LINE TO MATCH EXISTING GRADES. W 6' 16.0 Z `\ lc [ . . Q � I N d O LEVATION 1 o N THIS SHEET SHALL BE 8.5 \ Q O z o R. W Q Z `16 4 R 16.3 A , 16.3 8 �' Y 14.8 2 ? L 14.8 P.R. C. _ 17--ELEV 2+60.19 76-55 1 A = 08'06137" 1 R = 530.00' L = 75.02' 15.4 a' 16 -- -- 17.0 1 O 16.5 N P.C. = 1+85.17 15.4 I ELEV. = 16.68 \ A A 1 g M \ .,w r- 16.2 !, 16.2 ">+0 ��fs 91 S 89'2425" E ! 625.10' - 1 � 1 P.C. O+b0 o EXIST ELE . = 17.0+/- MATCHLINE "A" SEE SHEET 4 OF 9 R = 300.00' L = 108.88' 11.a ! K \ r s1.5 �N , 1 � r r i i r r N g ELEX• _ '' " 9.5 4h.\ ISAN SEBASTIAN rill,41630 vv= i �� • . / EXISTING 80 AC. SUBDIVISI N UNDER CO TRUCTION oxo 1 3 x'`��1h \ I PROPOSED CUL-DE-SAC PER ORIGINAL DESIGN TIE PROPOSED I OF SAN SEBASTIAN SPRINGS WEST SHALL BE LAKE INTO 12.3 I RECONSTRUCTED AS SHOWN (TYP) I I EXISTING LAKE w o+ o+ 10.3 i Z a EXISTING LAKE " 13.2 Q ui o (CURRENTLY UNDER CONSTRUCTION Ld I� PERMITTED AS A LAND MINE BYCITY 11.2 F -!w OF SEBASTIAN APRIL 1986) w < w PROPOSED CUL-DE-SAC PER ORIGINAL DESIGN w NORMAL LAKE ELEV. = 8.0 +/- OF SAN SEBASTIAN SPRINGS WEST SHALL BE U- Q HIGH WATER ELEV. = 10.0 RECONSTRUCTED AS SHOWN (TYP) m O BOTTOM ELEV. = 0.0 d o ' z m P.C. 1 0+100 4:1_ 3:1 _ EXIS ELEV =1 PAVING AND DRAINAGE PLAN - SOUTH T-50' A = 40'17' 40" R = 300.00' L = 210.98' 0 1 1 0 N R/ Lo zo 0 W Y \ 1 0 U O \ � 1 Ut Z Z g m C ICn�N m \ l W Qm mw Q 7 N 0 im Q � IM \ 0 Q �O \ \ W TRACT Z I i A u, \ Q Q clrO ^ p N vJ 0 � \ 46� �+ Z 770' t Z (L 6' EXI ST. R. W. � w o+ o+ 10.3 i Z a EXISTING LAKE " 13.2 Q ui o (CURRENTLY UNDER CONSTRUCTION Ld I� PERMITTED AS A LAND MINE BYCITY 11.2 F -!w OF SEBASTIAN APRIL 1986) w < w PROPOSED CUL-DE-SAC PER ORIGINAL DESIGN w NORMAL LAKE ELEV. = 8.0 +/- OF SAN SEBASTIAN SPRINGS WEST SHALL BE U- Q HIGH WATER ELEV. = 10.0 RECONSTRUCTED AS SHOWN (TYP) m O BOTTOM ELEV. = 0.0 d o ' z m P.C. 1 0+100 4:1_ 3:1 _ EXIS ELEV =1 PAVING AND DRAINAGE PLAN - SOUTH T-50' A = 40'17' 40" R = 300.00' L = 210.98' 0 1 1 0 N R/ Lo zo 0 W Y \ 1 0 U O \ � 1 Ut Z Z g m C ICn�N m \ l W Qm mw Q 7 N 0 im Q � IM \ 0 Q �O \ \ W TRACT Z I i A u, \ Q Q clrO ^ p N vJ 0 � \ 46� �+ Z 770' t Z (L t 0V 1 5 1989 � Q OTE: MINIMUM FINISHED FLOOR LEVATION FOR LOTS SHOWN o N THIS SHEET SHALL BE 8.5 \ Q O z GENERAL NOTES Q z J 1. REFER TO SHEET 8 OF 9 FOR PAVING & DRAINAGE SECTIONS, N '^ DETAILS AND SPECIFICATIONS. V, 2. REFER TO SHEETS 6 AND 7 OF 9 FOR ADDITIONAL z PAVING AND DRAINAGE INFORMATION. N 3. REFER TO SHEET 9 OF 9 FOR ADDITIONAL ROADWAY Q AND LOT INFORMATION. m 4. LENGTH OF STORM DRAIN PIPE INCLUDES MITERED END SECTIONS. cWn 5. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE z W/ "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES". N r 1 6. STREET LIGHTING AND STREET MARKERS SHALL BE V PROVIDED, INSTALLED AND CONFORM TO THE CITY OF Q SEBASTIAN CODE OF ORDINANCES. F LL < m PROPOSED LAKE CONSTRUC'nON NOTES w N OUTER PERIMETER LINE OF 20' MAINTENANCE BERM (REAR LOT LINE) SHEET IS 150' OFFSET FROM FRONT LOT LINE (R.O.W. LINE), EXCEPT WHERE TYING INTO EXISTING LAKE TO SOUTH. 3 -'9 ce 89-154 t 0V 1 5 1989