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P P f� X I M A T" E 1 � /1- �i ! 1 I �-)s, :7. � 1 <l � \ � �L ,_ / Fj � - - / �H0rzEL_11,1F - - - - -- - �& F ,--� ' M� 5 H '�f7 I R �. �I \� ` - - 4 _ L,)v =:-1 1 \ \ -Z - _ _ _ - - / 1 � 4IJ I0� � ' 4-=) , / / - . - 1. CENTRAL WATER AND SEWER SYSTEM TO CONNECT /L \ ` \ 574 �] �-J / s) / .�.� 7 \i 3� 1/v- _ J l ' l - -- / I _ - _ - _ ` .�• J .\---- \ _ .0', i - \ 41.E / /__r ' _ •/ - + - TO CITY OF EDGEWATER SYSTEM. i �/11 \ - -/ % 2. PRIVATE STREETS, STREET LIGHTING, • 1 \ ->�3 II II \ -� I Nw , I.00 �� , - � I - 2 J RETENTION AREAS AND OTHER COMMDN AREAS TO _ I ' � , / / ' BE MAINTAINED BY A HOMEOWNER'S `� U /Lc� 5 � - \ • 1 - - - - - - �� .. TC) R M WA T E R / ' % �,, � _ _ - - r� / ; ' / . ��� S _ '°' - ' I / � - �� _� ASSOCIATION v��J ICIN �oo M ET COUNTY PERFORMANCE I 11 ' i I� �_� ` - - STRUG�TURI � / ' � _ _ I , /� - ' _( 1- - \ 3. PROJECT SHALL E 11 STANDARDS IN ACCORDANCE WITH MORATORIUM ci0 ' WAIVER APPROVAL. r'-• 11 s � / 4 _ _ / E.T E N I ID ham! _ _ _ _ _ y _ _ / - - _ _ _ _ _ _ _ - - - (P " /' / ' �� 4. STORMWATER MANAGEMENT SHALL MEET THE - �' �O RE.QUIREMENTS OF THE ST. JOHNS RIVER WATER I - ` - - � - , / / r LQ _ - - " " 1-11 - ' - MANAGEMENT DISTRICT FOR DISCHARGE TO CLASS 24,0 \ NW L E L_. I ,� � I \ o - - � I= 5o �� � �, ST R1 W-6-.TER / / � - / L IV / ,/ - D - 1 I WATERS. S. TYPICAL EXISTING VEGETATION CONSISTS OF � i - - - - _ - - - ' _ -'- _ - _ -� � _ ��7� �,.- ?2 - ' � - / - r� i F-.�•LL POND P 1 NE, LIVE OAK, AND CABBAGE PALM. 1 - " -�- - - - - - - 2"l�i - / �' - ' ' i� 6. EXISTING MOSQUITO CONTROL DITCHES INTERIOR _ OF SITE TO BE FILLED. EXISTING MOSQUITO 1 _ 00 4 \ %,r \ , _ - ' _ - - - - 2�'I °-L �'`__ L11/) - " DITCHES ALONG NORTH AND SOUTH PROPERTY ` ' �)I J - - � ram- --�I - - - - 2�_ - _ _ - - - - �"� !-- Lp,r�pw�,Rr> E?cTENT LINES TO REMAIN. �i-°)0 2w / _ of nr1/�R.5t-1 7• BOUNDARY PREPARED BY SL I GER & ASSOCIATES, _ _ _ _ /_ I"_ - �r�t5� r1 � � S &s � 1 - 1 "i°`` '- INC. , PROJECT #66- 8761 DATED 4/30/86. 1- - _ _ 4 _ _ _ _ _ _ / - _ - '' /,Lv,4 , � _ - �-''� _ - - ; , - ' TOPOGRAPH 1 C SURVEY PREPARED BY SL I GER & , - � ----- - - � =wL _ 3 / ASSOCIATES, INC. , PROJECT #86-2647, DATED 1 ���i - - �v1_ - ,, ` - - _ _ r, = �- - - ' -- - � �= � ENE2l�L. IN1=�?�IAATInN 10/7/86 NGVD DATUM. ,`L.;; -` _ _ _ - - - _ _ - - - __ P� / _ 8. THE FIRM ( FLOOD INSURANCE RATE MAP ) 24�i ;, - - ,Z ,- > �� 2IS-)_ - - - - - _ --- '� - - / � 1 T- E DATA, 1 ND I CATES THAT THE SITE 1 S WITHIN ZONE C s L'- - /'-•� - (AREAS OUTSIDE OF 50-YEAR FLOOD), ZONE B ,-4F �� /12r.5_ , 2�+ - _ _ _ - - - , " l' P - CONTRACT PURCHASER AND DEVELOPER: (AREAS BETWEEN LIMITS OF 100-YEAR FLOOD -�,r- ,`! t-1 C . _•`_, I` r`, - _ - _ ;L �: , /LSlL A, - - - - _ _ - - _ _ - �� -1 E F_ , ,L__-'J +� � - IL 0 _ _ II �V _ _ - - _ _ _ _ -_� �� AND 500-YEAR FLOOD) ; AND ZONE A7 (AREAS OF L� �� `- ` ZONING: MH2 2ARADNOROCORPORATNON CENTER `�-1•_ER•C� /aND N,-.TLaK <= Tr-r.1 I✓ , - ` - _ - - 3 - -,�S1� • - - - \ /`� RADNOR PA 19087 100 YEAR FLOOD, BASE FLOOD ELEVATION 7. 0) . - _ - � TUTAL NUMBER OF LO - `_ -_ MAP LAST REVISED 9116/82. MINIMUM FFE OF -�_ _� N�'TL-ifZE 7FF_� 1 PHASE I • it37 (215) 293-6900 HABITABLE STRUCTURES SHALL BE ELEVATION J PHASE II: 243 CO -DEVELOPER: 7.0• MEAN SEA LEVEL. 11 / - ' 2- '<TOTAL:MARTY BERGS �- _ _ \ \ \ �_ - '�5 I \v�T Lam, -I p /I // \2 430 9 . THE SOIL SURVEY OF VOLUS I A COUNTY \ f= _ - p� T �T1DN 5Luf=F1=R 519 S.E. SPR I NGLAKE ROAD INDICATES THAT THE SITE 1 S WITHIN THE _w -__ - : _ _ � !- -! - � � TOTAL AREA: 148.07 AC. OCALA, FLORIDA 32672 .. / BOUNDARIES OF SOILS #32, MYAKKA FINE SAND, (904)687-2336 "- HYD. GROUP "A/D"; #13 CASSIA FINE SAND, - M,a•R�H M,a,fz� H \ LAND PLANNER �_ � AREA LANDWARD OF MARSH LIMITS 128.88 AC. HYD. GROUP "C••; #63 TAVARES FINE SAND, / t� 16 SOUBANK STREETT & ASSOCIATES, INC. HYD. GROUP "A"; #68 TURNBULL VARIANT SAND, ,_� HYD. RESIDENTIAL LOT AREA: 76.91 AC. pHILADELPHIA PA 191O6 HYD. GROUP "C"; #17 DAYTONA SAND, HYD. 00 V. FUTURE COMMERCIAL AREA AND GRDUP "B"; #58 SATELLITE -URBAN LAND _.� /'" / RV STORAGE AREA: 8.57 AC. (215)238-9939 COMPLEX, HYD. GROUP "C"; AND #28 %� RIGHT-OF-WAY AREA• 20.65 AC. ENVIRONMENTAL CONSULTANTa " „ �, • _ h'•••�i �� �_, ,BREEDLOVE DENN I S & A.�SOG 1 ATES [ NC. HYDRAQUENTS, HYD. GROUP D �- � ,� / -- ( I ,\ RECREATIDN AND SHORELINE 10. PRELIMINARY SOIL AND FOUNDATION STUDY ��'-s•-f �C> w �'>=N \'ti �' I-- /� \� BUFFER AREA: 8. 9a AC. 24i2 FORSYTH ROAD PREPARED BY JAMMAL AND ASSOCIATES, INC. RETENTION AREA: 13.77 AC. ORLANDO, FLORIDA 32807 CONSULTING GEOTECHNICAL ENGINEERS, PROJECT All, (305)677-1882 - p,F1'�"\?, .1�,�i�.T E STUDY 5 �', E #86-10-257 DATED 12/3/86. LOT DIMENSIONS: ENGINEER: , CONSISTED OF 15 SPT BORING TO 15 DEPTH _ � MARK DOWST > ASSOCIATES, INC. AND 8 HAND AUGER BORINGS FROM 41-10' IN , FY (FROM EDGE OF PAVEMENT) 25' 420 N. HALIFAX AVENUE, SUITE #3 -� DEPTH. RECORDED GROUND WATER LEVEL RANGED 1 �-� `=�'� 115 �'�` DAYTONA BEACH FLOR I DA 32018 ' FROM A LOW OF ELEVATION 0. • RY 10' S NGVD AT THE I g� (904)258-7999 I�La,N>] SY INTERIOR LOWER EASTERLY PORT 1 ON OF THE SITE • , SY (FROM EDGE OF PAVEMENT) 25 SURVEYOR• (SURFACE ELEVATION 4.0' NGVD) TO A HIGH OF �1 MINIMUM LOT AREA 5500 SF SLIGER & ASSOCIATES, ANC. ELEVATION 9.0 NGVD AT THE HIGHER WESTERLY AVERAGE LOT AREA 7790 SF 3921 S. NOVA ROAD PORTION OF SITE (SURFACE ELEVATION 16.3' Q (.. �.,___", MINIMUM LOT WIDTH (INTERIOR) 55' PORT ORARlGE, FLORIDA 32019 NGVD) FIELD STUDY CONDUCTED NOVEMBER 15 / � ; %_/ -MINIMUM LDT WIDTH (CORNER) 65' (904)671-5385 THRU NOVEMBER 26, 1986. / 1 _ n � A 7_ E 1=� - KAA IRS ►-t.. _-f - ,I / r: ' , , - ; - - - - ice' I� E. L_ I N/ l I N � � •`( P L_ ,i . T r r � s S 10 I I(_� I 1- -' - - 1. . ��} ' i � I . - T I 1 ,• . 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