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HomeMy WebLinkAbout2005 Turtle Grove Subdivision Preliminary Plat (July)LOCATION MAP , f. B RES 1 , 1 IDENTIAL SUBDIVISION PRELIMINARY PLAT SECT ON 26, TOWNSHIP 31 S, RA\4GE 38 E INDIAN RIVER COUNTY, FLORIDA SHEET 9 lel"�•�f � {� ,. s k gee T "�. .y.�� •�� ! f V - `�•• `,�', 4 a air r i . r f . �;, \ •� \/' n CIO red xx 105, ,� r 7 y c .r - .... -:�= -� sr.=." er•.� .. ,y@,,.._.*+e+m.v.a�,�a a� a`�+,Q _. ..... A SITE "�' ; •rrC y X:. n -i �a.':.�... .. • na x f DRAWING INDEX DESCRIPTION COVER SHEET EXISTING CONDITIONS PRELIMINARY PLAT PRELIMINARY PAVING, GRADING AND UTILITIES PLAN PRELIMINARY OFFSITE FORCEMAIN EXTENSION MISCELLANEOUS DETAILS TYPICAL SECTIONS SEDIMENT & EROSION CONTROL NOTES & DETAILS SURVEY ATTACHED AERIAL ATTACHED LEGAL DESCRIPTION THAT PART OF SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, LYING NORTH AND EAST OF FOLLOW DESCRIBED LANDS; BEING AN EASEMENT AND RIGHT OF WAY 200 FEET IN WIDTH ACROSS SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON EACH SIDE OF FOLLOW DESCRIBED BASE LINE AS IN OFFICIAL RECORD BOOK 194, PAGE 415, BEGINNING AT SOUTH EAST CORNER OF NORTHEAST 1/4 OF AFORESAID SECTION 26, RUN NORTH 41'42'15" WEST 610 FEET, THENCE NORTH 53'52'05" WEST 600 FEET, THENCE NORTH 73'42'05" WEST 377.52 FEET, THENCE N 53'50'05" WEST 92.13 FEET TO A POINT ON WEST BOUNDARY AND 347 FEET SOUTH OF NORTHWEST CORNER OF AFORESAID SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26 PER CITY OF SEBASTIAN ORDINANCE 92-06., NOW LYING IN INDIAN RIVER COUNTY, FLORIDA. OWNER: WAYNE KOZLOWSKI 75 MERRILL COURT BRISTOL, CT. 03010 (860) 302-8645 APPLICANT: SCHULKE, BITTLE AND STODDARD, L.L.C. 1717 INDIAN RIVER DRIVE; SUITE 301 VERO BEACH, FL 32960 (772) 770-9622 ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C. 1717 INDIAN RIVER DRIVE; SUITE 301 VERO BEACH, FL 32960 (772) 770-9622 SITE ADDRESS: 18 AC. LOCATED ON THE WEST SIDE OF LACONIA STREET, SOUTH OF GLADIOLA AVENUE PROJECT LOCATION: SECTION 26, TOWNSHIP 31 S, RANGE 38 E STATEMENT OF USE: STANDARD RESIDENTIAL RS -10 SUBDIVISION (39 LOTS) TAX I.D. NO'S: 31-38-26-00000-1000-00003.1 PROPOSED MAINTENANCE ENTITY: PROPERTY OWNERS ASSOCIATION DEDICATION OF IMPROVEMENTS: PRIVATE ROAD/ RIGHT-OF-WAY, PUBLIC UTILITIES MEANS OF CONVEYANCE OF OWNERSHIP: FEE SIMPLE GROSS AREA: 18.40 AC EXISTING LAND -USE: LOW DENSITY RESIDENTIAL ZONING: R-10 (SINGLE FAMILY RESIDENTIAL 10,000 SF) TOTAL NUMBER OF RESIDENTIAL LOTS 39 LOTS CONSTRUCTION SCHEDULE: DATE OF COMMENCEMENT DATE OF COMPLETION 9/05 9/07 SITE AREAS/USES TABLE: AREAS TOTALS GROSS AREA: 18.40 AC R/W DEDICATION 1.05 AC. NET DEVELOPED AREA: 17.35 AC DWELLING UNITS: 39 UNITS DENSITY: 2.12 LOT AREA: 11.06 AC ON-SITE RIGHT-OF-WAY: 2.25 AC STORMWATER MANAGEMENT AREA (ON-SITE): 2.97 AC RECREATION TRACT AREA: 0.27 AC EMERGENCY ACCESS TRACT: 0.06 AC CONSERVATION AREA: 1.79 AC DEVELOPMENT PARAMETER/ ZONING WAIVERS: RS -10 (C0a) - MINIMUM LOT SIZE: 10,000 sf - MINIMUM LOT WIDTH: 80 ft - MINIMUM LOT FRONTAGE: 30 ft - MINIMUM YARD SETBACKS: 2.32 - FRONT: 25 ft - SIDE: 10 ft - REAR: 20 ft - POOLS / POOL ENCLOSURES: 1.79 - FRONT: 20 ft - SIDE: 10 ft. - REAR: 10 ft - PATIOS: 1.13 - FRONT: 5 ft - SIDE: 5 ft - REAR: 10 ft - DECKS: 11.30 - FRONT: 5 ft - SIDE: 5 ft - REAR: 10 ft - MAXIMUM BUILDING HEIGHT: 25 ft - MAXIMUM LOT COVERAGE: - BUILDINGS: 30% - IMPERVIOUS AREA: 55% - MINIMUM SEPARATION DISTANCES: - BETWEEN RESIDENCES: 20 ft. - MINIMUM OPEN SPACE: - LOT: 50% - PROJECT: 50% - MINIMUM R/W WIDTH: 50' SCHULKE, BI I I LE & STODDARD, L.L.C. CIVIL do STRUCTURAL ENGINEERING � LAND PLANNING •ENVIRONMENTAL PERMITTING CERTIFICATION OF AUTHORIZATION NO.: 00008668 1717 INDIAN RIVER BLVD., SUITE 301 VERO BEACH, FLORIDA 32960 TEL 772 /770-9622 FAX 772 / 770-9496 EMAIL sbseng@bellsouth.net SITE DATA EXISTING SITE CONDITIONS - PRESENT CONDITION: INACTIVE CITRUS GROVE FLOOD ZONE: MAP NO. 12061CO090 E; DATED 5/4/89 ZONE X & AE (ELEV. 11) - SOILS: SCS SOILS MAP 1. EAUGALLIE FINE SAND (#3) 2. RIVIERA FINE SAND, DEPRESSIONAL (#51) - TOPOGRAPHY: VARIES 8t TO 181 AVERAGE ELEVATION IS 13f PROJECT LAND USE: - TRACT 'A' - PROPOSED DRAINAGE TRACT AREA 0.65 AC - TRACT 'B' - PROPOSED DRAINAGE TRACT AREA 2.32 AC - TRACT 'C' - PROPOSED RECREATION AREA 0.27 AC - TRACT 'D' - EMERGENCY ACCESS 0.06 AC - TRACT 'E' - WETLAND CONSERVATION 1.79 AC - 39 SINGLE FAMILY LOTS MAXIMUM DWELLING UNIT COMPUTATION: RS -10, A. GROSS AREA: (AC) 18.4 AC B. TOTAL MAX. UNITS ALLOWED WITHIN EFFECTIVE BASE RESIDENTIAL AREA: ZONING: DENSITY: E.B.R. A. UNITS RS -10 5/AC x 18.40 92 C. TOTAL DWELLING UNITS PROPOSED: 39 D. DENSITY PROPOSED: 39/18.40 = 2.12 SQUARE FOOTAGE GROSS FLOOR AREA BY USE: A. ACCESSORY NON-RESIDENTIAL: USE BLDG SF LAND AREA (AC) NOT APPLICABLE B. RESIDENTIAL USE STANDARDS: USE BLDG (SF) LAND AREA (SF) 1. SINGLE FAMILY (1 OR 2 STORY) 1,500 TO 3,600 SF 10,000 SF MIN, OPEN SPACE AREAS: A. REQUIRED: ZONING OPEN SPACE AREA TOTAL RS -10 50% x 18.40 = 9.20 ac B. PROPOSED: 'A'32 TOTAL AREA % ALLOW D TOTAL OPEN SPACE AREA AC - TRACT - TRACT 'B' 30 0.20 - TRACT 'C' RECREATION: 2. 0.27 100% 2.32 - TRACT 'D' EMERGENCY ACCESS: 'E' 0.06 100% 0.27 0.06 - TRACT WETLAND CONSERVATION 1.79 100% 1.79 - LOT AREA: - R/W AREA: 11.06 50% 5.53 2.25 50% 1.13 - TOTAL PROPOSED AREAS : 11.30 C. PERCENT PROPOSED OPEN SPACE FOR TOTAL SITE: 11.30 AC/ 17.35 AC = 65.1% D. LITTORAL ZONE CALCULATIONS: NO LITTORAL ZONE PROPOSED FLOODPLAIN FILL COMPENSATION TOTAL EXISTING FLOOD (ELEV. 11) VOLUME ONSITE = 8.35 ACFT TOTAL PROPOSED FLOOD STORAGE VOLUME (AT ELEV. 11): TRACT A = 1.95 ACFT TRACT B = 3.81 ACFT TRACT E = 3.41 ACFT TOTAL PROPOSED STORAGE VOLUME = 9.17 ACFT STORM EI-EVATIONS: TRACT A I TRACT B BASIN BASIN) 25 MEDIAN: 1 .56'I 25 MEDIA: 12.59' 100 YR.: 174' 100 I YR.: 13.48' PARKING/TRAFFIC CIRCULATION: - PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A MINIMUM OF 2 PARKING SPACES WITHIN THE INDIVIDUAL DWELLING UNIT DEVELOPMENT AREA. ALL ACCESSORY COMMERCIAL AREAS SHALL PROVIDE PARKING IN ACCORDANCE WITH SEC. 54-3-10.6 CITY OF SEBASTIAN LAND DEVELOPMENT CODE - TRAFFIC CIRCULATION: MINIMUM 50 FT WIDE DRIVE PRIVATE ROAD RIGHTS-OF-WAY WITH MIN. 20 FT TWO WAY ROADWAYS SHALL BE CONSTRUCTED SO THAT ALL DWELLING UNITS HAVE MIN. 30 FT FRONTAGE ON SAID RIGHT-OF-WAY. TRAFFIC: THE SITE IS ESTIMATED TO GENERATE 343 ADT BASED ON A RATE OF 10.1 ADT/LOT (ITE) GENERAL NOTES: 1.) PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN WRITING IN A FORM, ACCEPTABLE TO THE CITY ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL. 2.) PROPOSED MIN. FINISHED FLOOR ELEV. = 14.3' EAST BASIN (LOTS 1-18, 28-39) AND 11.75' WEST BASIN (LOTS 19-27) 3.) STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED. 4.) ELECTRIC SERVICE WILL BE UNDERGROUND. 5.) I.R.C. UTILITIES WILL PROVIDE WATER AND SEWER UTILITY SERVICE TO TH E SI TE. PERMITS REQUIRED-. 1. PRELIMINARY PLAT 2. I.R.C. UTILITY PERMIT 3. CITY OF SEBASTIAN RIGHT-OF-WAYLACONIA) 4. CITY OF SEBASTIAN LAND CLEARING/(TREE REMOVAL 5. CITY OF SEBASTIAN CONCURRENCY 6. CITY OF SEBASTIAN TYPE 'A' FLOOD PROTECTION STORMWATER PERMIT 7. FINAL PLAT 8. S.J.R.W.M.D. STORMWATER PERMIT 40C-4) 9. F. D. E. P. WATER CONNECTION PERMI� 10. F.D.E.P. SEWER CONNECTION PERMIT 11. F.D.E.P. NOTICE OF INTENT 12. SRCWD STORMWATER 13. SRWCD ROW 14. SRWCD UTILITY ft 7 � REVISED AREAS PER A TION vOP- 'S LOTS 5/02/05 ENGINEER CERTIFIC TI" I l DATE: JUL 0 5 20% 0 JOSEPH W. SCHULK P.E. REG. No 47048 ❑ JODAH B. BITTLE, P.E. REG. No 57,396 ❑ WILLIAM P. STOCDARD, Ph. P.E. REG. No 57605 Submitted to City Council at 7/13/05 Regular Meeting Qacnli rfi- Al' n n� - J:\04-060 Kozlowski 18 acre Sebastian \04-060\dwg\Civil\Preliminary\4060PLAT1.dwg, 1/26/2005 12:05:02 PM, USER13 / I / 4 / I V) m I o 71 1 r Ip, 011 N, 00111111*44" E 22360V r U 41 ID '' �\ H I IIII f1 I ` la w I I I R 1 � I � ILII lli l II I N N / x I III I oy ° \\ in Z m o / Jill D C = Ili I �Z-)o Czo V�� min C m v x �� o w \ \ f O�� X 4 \ \ .; ray m s N it Cp rA 41 1 E y II 3 y / x I € �o 1n w Ic Imo° e I� x / E CP O0! x V I II j I ( I , � `O `y; • _.t --fir � --___ /� � E� i� \�`""' �\ l m f `+ - - \ \,� � � I I E / as �� i r r / / ♦ 't // vj X_ \ J T W� ° 3 �_ 41 o ;� IIII �4; °I D m Z C I ♦ ✓— x x y� /4� x i a n D N v 4, w 1 x 13 _ m Q�D Z 0 �' \ — 9 --r „ f DITCH ENDS yk✓ _ ""_� f f o iV aX, �!� C� �� :� P\4' m— X eORNER � G -X3- ' ROAD THEN o N om N i4SONI S REET/ _ =--- -- --acc3- ' , §�" 7-- -K 'm > -E-� A - o—__r - -LACON IA STR_ Ef:T'A��— X b IZml� Z ( / N SAD ACENTy "> in 012" CMP 12" CMP f~ / . v^ p \ N I R�j10 = T N.INV=13.72' 12" CMP N.INV=14.32' 12" CMP 1� 12" CMP 12" CMP `-� 3 > S.INV=13.60' ADJACENT 68"X32 t 16 CMP _ _�� p '7-�\ LA USE: WESI9Y RESIDENTIA! N.INV=13.48' S.INV=14.26' N.INV=15.00' N.INV=15.10' N.INV=15.35'ZONING: RS -10 CULVERT N.INV=15.5 'oZso„ _ \ (I I i, S.INV=14.02' LAND USE: LOW DESITY RESIDENTIAL S.INv=ta.e5' S.INV=75.10' S.INV=15.25' E.INV=12.48' S.INV=15. Wim~ o E� STIAN\IIGHLAh1DS UNIT 11 -� ( < w.Mv=12.49' I PB P�\156 �I ('> , SEBASTIAN HIGHLANDS UNIT 11 PB 7, PG 56 X # -� - - Z Z m z 2 _ m F I I I mI31 x I N Z y ( NZZ" N z nj / H220 zzi� mm, II n 1 IDn Cly u. " U� D I off U:-, %� , I om o No A I DZ Z N u n? Z Z N N I I_Irw`IV.— v O 0 Q� j!3 E 2 mu g-1 � E TURTLE GROVE PRELIMINARY SUBDIVISION PAVING, GRADING INDIAN RIVER COUNTY, FLORIDA AND UTILITIES PLAN SCH U LKE, B ITTLE & STODDARD, L. L.C. CIVIL & STRUCTURAL ENGINEERING - LAND PLANNING • ENVIRONMENTAL PERMITTING CERTIFICATION OF AUTHORIZATION NO.: 00008668 1717 INDIAN RIVER BLVD., SUITE 301 VERO BEACH, FLORIDA 32960 TEL 772 1770-9622 FAX 772 / 770-9496 EMAIL sbseng@bellsouth.net N /T�E DRAWINGS ARE THE DRAWING 4060PLAT PROPERTY OF THE ENGINEER. WHETHER THE PROJECT FOR DESIGNED DMF WHICH THEY ARE MADE IS EXECUTED OR NOT. COPY OR DRAWN DM USE FOR OTHER PROJECTS IS PERMITTED ONLY BY WRITTEN CONTRACT WITH THE CHECKED JWS ENGINEER. UNAUTHORIZED USE WILL BE PROSECUTED SCALE AS NOTED PURSUANT TO THE / \Z LAWS. DATE 11/04/05 MARK REVISION 16" CMP N.INV-15.51' S.INV=15.69' i 16" CMP —N.INV-15.66' S.INV=15.92' DA TE KOZLOWSKI SUBDIVISION PRELIMINARY PLAT16.23 ENTRANCE DESIGN PARAMETERS: 8.23 }1s.31 SECTION 269 TCDWNSHIP 31S. RANGE 38F INDIAN RIVER COUN--ALLMECHANICALGATELn u OPERATORS AND v0nrq FLORIDA KEYPADS SHALL BE SET BAA MIN.0 00 OF 30" FROM THE FACE OF CURB. 40.00 12 Z0IC ZONING: RS -10 II zII _ MEDIAN CURB SHALL BE TYPE 'D' (6" CURB) Z Ci LAND USE: LOW DESITY RESIDENTIAL ENTRY ROAD CURBING SHALL BE TYPE F Co - CURB AND GUTTER (6- HURB) X TURN -AROUND AREA SHALLBE, `¢� 20 �i� 24" CMP BLOCK 339, (SEE DIMENSION ON PLAN \18.�'21 WIDE I - KEY ACCESS SWITCH / BOX (KNOX) QJ t N.INV 7.50' S.IN V=7.04' SEBASTIAN HIGHLANDS UNIT 13 SILT FENCE 0 IS REQUIRED AT THE GATED ENTRANCE , (<' , -- BANK I 1 WITH A BATTERY BACKUP. 7 PB 7PG 82 ..... .... ... ._ TOP OF DRIVEWAY E 35 FT W.MIN. ri 19.1 � - RADII SHALL B � X 5.73 X X L+J ._ �cm 1s 1$ _ DITCH _ __ 6_s2_ _ x.04 X Z� DITCH X 10' DRAINAGE - SET PRM - .._ - _ 7.59 /MAINTENANCE g Z� EASEMENT DEDICATED TO CITY Q DITCH X Y S 89'43'11" 1329:31' NORTH LINE OF -THE -NE 1 /4 9 21 ]9.1L__ IR/CAP FD NW CORER OF 219.88' '� _ 17.s3 ___ _ _ _ _ _ _ SITE q THE NE 1 4 1 12 - 80.00 80.00 80.00' 80.00' - _ 80.00' - K PLS #2391 / �c. -- -----t ----------------------�--- - ---- 0 --- --- 80_00--- ---80.00 i � 1G. � � ► �.x 80 � �.� TOP BE_ .�' NCHM J , 80.0 - _- ' ' 1 80_00)_ _ _ 80.00'_ _ _00)_ 109.43' SET PRM CM FD 4L ADJACENT /, ��._-----� i -----, i -----� �-------� r -------I r-------� r-------� �--------I r----- ------- - --- --------------NNO ID Q - E-�� ZONING: RS -10 _ ��\ \\ I I I I I I I I I I I I I I I I I I I I I I- f- r-------I-------I I w LAND USE: LOW DESITY RESIDENTIAL CU •� \ \ I I I I I I I I I I I I I I I I I Q �� 00J>> UNPLATTED 0 19(), 00 1 I I I I o� o oUzz to I to I to I to I to I l0 1 to I I- I la I �Iuj W� �, \ �� 21 ;� ; 20 ; I 19 IN I 18 IN I 17 1'D I 16 I� I 15 I I 14 I� I 13 I� 'q ' 'o ' 1 to i g I w iz� I \ 10,899 S.F. 1 I� 1 I� I I.- I I" I I� I I� i I`� 12 1�1 I 11 1 1 0 I o I II - 1 I I ( � I 10 000 S.F. 1" I 1 665 S.F. " . Q U \ \ R4-7 "KEEP 1 1 10,000 S.F. I I 10,000 S.F. I I 10,000 S.F. I I 10,000 S.F. I ( 10,000 S.F. I 1 10,000 S.F. 1 I 10,000 S.F. I I 10,000 S.F. I 10,000 S.F. I ( 10,000 S.F. 1 I 1 Q , }, Cu Q / 22 \\ \\ RIGHT" SIGN- I L_ I I i I I I I I I I I I 11 1 I I I I I 1 I I I ( N I a� L- ----J L- ---� L- I1�Cu L Q LO W CP \ \ 11,050 S.F. , - ----J L----- J L -----J L -----J L -----J L -----J I -•-----J I L-----� I I I I I I y J O \ \ \ / 1' 39.46' 80.00' 80.00' - " a / /z0' \ \ \ \ \ / /� _ _ _ ., - - 80.00' - 80.00' -. _ 80.00' - - 80.00' _ -80_00' - - 80.00' _ 80.00' ti i a I \ �� / V�'/ - _ _ - 80.00' - - 80.00' `'] _ 84.20' \ \ \ G -- * 1--- o 'mss TYPECli DRAINAGE \ __ _ _ -� n i iris iry _ Q CURB C r, 1r, \ - - - - 3 10 UTILITY to N O EASEMENT - - - S89'43'11"E 740.78' EE a--� o� > _ c� in EASEM NT - - - - - - 3RBKEy i EASEMENT - --� _ 8'R I 8'R PAD 8 2 3 _ ILII IR/CAP SETI lo x I 11,057 $.F. I� i 0ti�� S y-34.75' 80.00' - 80.00' I I 80.00' 80.00' - - - '- - - 6 KE 8 R N z z PLS #5243 I 6+. 80.00' 80.00' I I 80.00' - - S• PAD s d �WITNESs I I J 1 1 •F. ,A y i-� 80.00_ -49.89' __.`� ` ��- ► I I Z Ln Lx� ' I 125�' a��o� ^ /- -11 r-----� I r ------I1 II- - - - - --� r-----� r------------ I ( ------ ------ ---- �p ^oN 105.05' S%Q s%Q I kk1X1�. X \T�p R = 125.Ob' I I I I I 110' DRAINAGE I- -) r \ 9, 'S'� 4-7 "KEEP " � ',��, ^, / KEEP o= 38'13101" 11 11 I I I I i I EASEMENT I I 1 I \ RIGHT" SIGN R GHT_SIGN X16. SET PRM / \ / L= 83.38 I I 1 I 1 5' DRAINAGE I I 1 I I I 1 Ri l 1 STOP SIGN 30" Ch= 81.841 I I I (EASEMENT AND I o I o o I -I 11 I I I W ( �' r \ I I1 ACCESS EASEMENT I o I 1 0 1 I I o /�24 WHT STOP BAR �6" DELI YEL N` `61.24 / / I I I I I h I I N I I� 1 N 1 t o I t o w/I STREET SIGN I ( i I 16.-3 S .. \ 4 > I 2 I N 1 I I I I IN I I 1 2 8 / I I - I I ^ 29 30 / I I � I 31 I' 32 + ` , /� --- -I I - I 27 1 1 1 1 I I� I I I 1 I 1 I I j l l 33 I I 34 I I I I 40' R/ 0,866 S.F. I I ( 1 I 2,452 S.F. I I1 10,397 S.F. I 10,000 S.F. 1 ( 10,000 S.F. I 1 10,000 S.F. I I I I 10,000 S.F. I ( 10,000 S.F. I 1 i I 12,414 S.F. I '-I DTDICAT D I !P 0', R/W �p \ / ,�. / I I I 14,675 S.F. I I I I i l J 1 I I I I I I 1 1 1 I I I I I I I O CI ER PLAT 00 �A� + - 2 �i I I I L -----J L -----J L -----J `� 6 I I I L- I I i 11,961 S.F. �, �,. \ / / 25 ,� I I I I I I - __ I I -----i L -----_J L-------� I I I L -------J I o0 T -, � cv o \/ / 10 477 S.F. I co I 14,964 S.'F. I I I �� 32.29' -------_ ---- --- - ---- ___ __ _ 125.00' T . "� I J I L 56 _ 80.00' 80.00' 80.00 1-� - - 80.00' _ - - - 80.00' , 1 ( c� M -3-52,L \ I i ' S0 10, DRAINAGE/MAINTENANCE - -- I - 00.00 ( I r- - - - - - - - -I I ZI � z z 7- ao Z IR/CAP FDI 1%*I (� I, EASEMENT (PRIVATE) I I z Ln � 0 PLS #2391 �� I I I I ���4�8 I r--------� I I I Li N ` \► I I I I - I I 36 I I 0 1 I co 7 I - �I x.,6.12 0 3 , o6. I+ L Iof 1 I 00 1 N SSS , 1 8��a oI I 10,000 S.F. I I of I I 10,000 S.F. I w S 9260"1,, 2 2� W� J SILT FENCE AT �1 I I �I L- - - - ( ? , 15 X56.54 S (�J �y - ? Sg'�'�x / LIMITS OF BERM/FILL I I I I I I - _ - J 92 ` p _ 1 L - - - -- J- `O _ 125.00 - (nl Qsy k I 1 1_125.@0'- _ � j ( I - - - - - - °0 ¢I X M o 0o 25.1m M U 95.1 Tr r- -- _----- M r- I� 1479.. II II 7' act B I. Stormw 1 1 E10 DRAINAGE I ( o o f I J I� z z bw 112 Ater Management 1 N 1 0 Z co w 110 gement EASEMENT 0 SET PRM Area o f ( I b l pop I 6 Ii 5.x'.56 N , . bw < ea of I 7 1 ( o I I 10,000 S.F. I X� IR/CAP FD {j� \ I o 3 I 22'21 „ o PLS #2391 2.32 A. °°I 1 00 I I 1152 :x , V )34 W ,3), 8 0 `(�® 10,000 S.F. 1 I I I L- - - - - J W 2 �Jr 2��M� ��/ 1 �w 10Q 15' UPLAND BUFFER I I L_ - - - - - - - -- _ 125.00' _ rN 3 16.48 w `775�%�� �� I _ 125.00' - I 2 -__--- - 14.6 I �� i Q r- 5 1 F- 5 I K a w- bw 108\ I 1 (0- 1LAJ 1 1 z of I I I o 0 10,000 S.F. I � I Ll_i V) \ I pool ( 8 I I CC ROAD PAVED ACCESS -L o CL cn i GATE W KNOX LOCK I >LC 10,000 S.F. i L- - - / Q MATCHLINE SEE RIGHT SFS _ - _ _ _ - - _ o L_ - J I ( `'• :_.L 125.00' 0,�� v U w = t•- - - - tOAST WETLAND LIMITS I _ 125.00' - �! o 'h1 - Q a Cj _ a �w 1 r-------- 125.00' 0N Al O Oi \ ESSMERGENCY Q - m 4 bw 1oZQ OI I I o I I I " 1 II W °° I 10 I poi I 4 1 Q _I N z> o ,000 S.F. cn 100 ASO 10000 S.F. \ I N I /Q �� \ `� I I I I I , I ^ Z '\0 �,\ 3 I I ------J I of I I 5.3� o gyp\ I._ � 10c, IIi ,�� ti 9�q"�s \ _ 125.00' �I � _L�=--_ syt,t Tract C '1 1 "'.-\ O S'� �6 Tract 'E' I off_ _� _ 125.00_- - - - 15.39 Cllo,�' 3W I ti o �� ecreation Are ,Q N n S3• O 7EASEM DRAINAGE/UTILITY I :, R�• �� I C N C �• , �i s o Conservation 1 , ,745 S.F. ` ENT \ CONC S 22 30'x30 < \ I I LCM FD Ss�• 7� 1.79 AC w 10 2.81 UTILITY R4 HT�'KEEP 3 ( X '/ - NO 10 °s'' 6 cSy ° _ �'�.' EASEMENT I �\ t�N10,072 S.F. I 13.96 I � N - - O \ 6� ♦ <. �O� v 6° �6+, /�j bw �/10o\ \ 2js o - w2 . 1� Do °°'�� 6ul.°I40' R/W0 C + .0 / O CITY _PER PLAT F�ON r Zv PRBLOCK 364 14.74 TA. o 7 94.25 kgo O \pw 3 c 44:bX4 _I n O J Q U 3 /O F4 \ 15.24 5.8 SET ftW c�S> �NT. X PLS ryz Cfto o- 4 WETLANDS 432 r 10,122 S.F. I a 14.08 SET PRM 0.46 AC w \ / w Z IR/CAP FID ` pw 5 L- - - m m \ _ PLS #2391 / - - - - -� I Q Q C < X4.72 G20 <�t09-- � \� V \ \ 1 10.48, I W :l"459 O 15.00 �F 5.55 �- ry0Pw E1 I Z X cV o /o �s/� ��� �\, \ a �� I 36,116 S.F. I I z 13.70 d ^ to \GRAPHIC SCALE y� ,L,��'� 0 25 too X 6. I I z vi 00 0 45 a IN El 1 inch = 50 w 9 pw 7 T xpw I 1 MAI CHLINE SEE LEFT o� a � a J d 0 o 0 3 Z�YW 41 410 ON 2 SC7UW It N� U�m�oW w ossa}r ¢�awz�Za��=vi 04_ Z01, U t- omZW_Q oari���al=�3rn> _= Z '\�d33w`jN3w0aOU/ U� o� J M � 5 N N p N LL QO (0 zO Q J_ W o It LO 0ZoOW p Z 0 N O �1 06 Q EF) ' :Zt�Wo w >0L0 J cp L- U) N gU. u� 0 2 U o z \ Q S w F a o Y 9_ W Q a uj W 0 a � r -J W X U W W Y Q - cV M o� a � a J d 0 o 0 3 Z�YW 41 410 ON 2 SC7UW It N� U�m�oW w ossa}r ¢�awz�Za��=vi 04_ Z01, U t- omZW_Q oari���al=�3rn> _= Z '\�d33w`jN3w0aOU/ U� o� J M � 5 o� LL QO (0 zO Q J_ W Q o pWp Q 0ZoOW Z �W o>(O �_(5) N O �1 06 Q EF) ' :Zt�Wo w � _~ J cp L- U) N j-> Z Q J LL (3 9 m LL�LL111 �� WEDLU C%4 W �C)>N Y �Cy) a U � r -J r%� �/ / uj T ' F- Q 0- 0 fY L.LJ O > Z o(/)Z > O W O v JM Qf =3> �--0i2 Z Q Z JOSEPH�SULK� FL REG. NO. 47048 ❑ JODAH B. BITT.E G. NO 57396 ❑ LUA P. TODDARD FL RE 0. 57605 D TE: JUL PROJECT NO. \ 04-060 I �I co Ln 4 { _ 0.00' t', �.00' i Q CONST, BER ADJACENT i 11 Z M AT ZONING: RS -10 r�~,IIr r� NORTH PER LAND USE: LOW DESITY RESIDENTIAL �� I`"`` �� '_.5 CONST. BERM 1 ! y� ?rte 24" CMP ABOVE INTERNAL3ROAD) BLOCK 339, I`^ PvV--11 ` 2 FT ABOVE �- ry f 21 { ! N.INV=7.50 C.L. OF LACONIA6 S.INV=7.04 SEBASTIAPBH� HIGHLANDS UNIT 13 SILT FENCE ® { c _- -- - - - - TOP OF BANK j 1 f 1 i 1 '11 W I I 81 I !. _ v , - =4 Q E r __.._._._ __., __.. _ ) �_ .. _ --_ -. __.. __ _.___,_ _ -- _.- - . _ .. __. _ _ ._ _ _ _ _ _ _ _ - ..__._ _ - TfT r� _ -^-- _.._ ..._..�._ ___.____ S E. - :._ _- ._.-_...- - _ _:_ ._._ _ , : ,..._ --•_ , n 1 -__- _ _ ________ 5 89 43_ -13- t�TH Ltt£ OF TC-tE __ �... _._ ___. __ _ _ _ - -.- ____ __. __-._ -- _. x x x x w = - `� �. " �,. ,I tINCHIM � am �� � � ,, � � JL,m.... ,,, Vol� ► �.x.��.. � P STM= 4'7 �� �� mss•. �• SENIOR am IR/,CAP/FD NW CORER OF �- - -- --- --- ---- --- --- - --- -- -- ----- - --- --- - r---,---�_- -- ----- ---- PLS 391 TQC 1� / �-j -- - - ------------- -- ---1- -yj -� a� # a ID / M Q �. 4 V 5.8 19. �� li it / U Q � 00 Ix �1 z- E�}'TIAL G 35- A ) w 7 �- (TYP � I V. t \ ., �� z 21 20 19 18 17 16 15 14 13 12 11 1 v_� N Ln Lg (n II I'117.21'A-A i MIN FFE 18.28 w > - _ MIN FFE = 12,70 MIN FFE = 13.4 MIN FFE = 13.9 MIN FFE = 14.50 MIN FFE = 14.93 MIN FFE 15.53 MIN FFE = 16.15 MIN FFE = 16.15 MIN FFE = 1'6.32 MIN FFE = 16.81; MIN FFE = 17.42 MIN FFE = 18.00 ` z Q 7 0 : I = Q i PROP. • 22 \ I I /- ;' I -' FIRE HYDRANT I I I I 17.1 f I � z ' v MIN--FFE = 11.75 ,� Q z Ln LLjL \ PVC WM_'' rcn �r-- �` I cn 22 LF 18 ADS 1 \ lY� 11 111 111M 1111N 111M 1VM lY� / iVN MIN 111 111 I j . t 111M l 11N1 111JM 1%u Its 111lN y i... - _ ...... Q •,� \ \ _ / SS -t 10,; tw, DS -11 '8" PVC S ER -T / 1 .9" _ TYPE 1 - 10 DRAINAGE Q--- aiw twt y E ,! _ _tiw " alw _ siw _ 6 PVC WM CURB RB cl1 -tNl �,WI s�11 IITII TTY �• D / , 30 UTILITY ,n 8 R _ EASEMENT N ' H.P. i L.P. �' s ti \ N � ASEMENI .«•r I DS 13 ss -2 8 PVC SEWER EASEMENT ss -3 C ___ - 8�R � - 8R _ _ _ - - - - 23 __ s 10.3 _ _ -� DS -12 1 22 LF 18" ADS 'DS -10 �O I N > II 7p _ L t3_I DS- 13.2 _ �' ' i II O > � � Z Z IR/CAP SET I I MIN FFE = 11.75 ( (I S I ( - - I I` _- - - - - 25 1 7.0 PLS #5243 ,Q -I - 1 - - 2S• WITN ESS 54 L.F. 1 7 I I \ ` I \ x 15" ADS / / 'i 1 I I / / - - mmmmm` Cf Dr O mac-{ �-{10' DRAINAGE \ I I I I EASEMENT I I _ _ \ • ( 16.76 XII ---1 5' DRAINAGE CONST. I I EASEMENT AND Q - I I FIRE HYDRANT I ACCESS EASEMENT �► 28= I 29 30 31 32 33 34 I I 40' R/W - INV=5.0' ti �RIPRA APRON 24 I I MIN FFE = 18.20 �•' , 27 - - - DEDICATED 40 R/W + - MIN FFE = 11.75 - �jIN- ' 1 - I I IN FFE = 16:32 MIN FFE _. 16.86 - -- I `- TO CITYPE PIAT.35 MIN FFE14.3 I I I MIN. FFE = 17.42 , FFE - 14.50 MIN FFE - 14.93 MIN FFE - 15.53 MIN FFE - 16.15 MIN FFE - 16.15 M I oo� II � � 1s(� .�. � '` 26 I `. \ACR1 (n'P) I c I \ � � - � � ,, / I 1 � � � \ � , I � � � ju I r MIN T_ _ "11 I -I------- ------ ( II 1 it MIN FFE = 12.0 - - � z "l 70 • I / 1U UNAINAIit/ MAIN I tNANt I I I z Uj 00 0 . EASEMENT (PRIVATE) `\ I WI' o m 3 z G4, IR CAP FD v _ -$.5 I 36 I # Io 7 ~ ' x6: Q vm o PLS #2391 k - -r - 1 / U- DS L STRICT \INV=4.5' I I ;n MIN FFE = 17.12 I 0 Q ¢ I- _ DETAIL 6 �' _� - - - - MIN FFE = 17.12 I I I _ Cr N o Iz 732�i o\ INu-4.a' \ 1 1 - I 2 SILT FENCE AT °° - s2,60� W k \ LIMITS OF BERM/FILL I ` / 115 5'� I I N - a o- -rag t� •1,0�`a k r.. CONST. BERM , , - I -- 1:�10' --- ----- ` f r. :.. :..::....:: T EL. 14.0' _ r I " iv (oJ _ \ Tract B I I I., 8 �j , Z z -- \ \ IDRAINAGE I o z vn DRAINA � - t StormWater Management 1 EASEMENT 1 '56 \ \ ( INF 17 30 Area I 37 IPRA PRON� S• F o '� I o: M E z r /V 7'3.22'21IR/CAP FD j \ NO 15 LAND BUFFER 2.32 A.0 I _\ N Wk 3 o PLS 2391 fi 9v REMO XOTIC I MIN FFE = 17.30 ' ,, o # �� .�� \ �'R �'.. ;.::•.::.;-.. W A DITIONAL -,,,, W N 73 4 377 g _. o / .-(}! 15' ...... , .. - TA Ot� 48 2 05\_ 2 %� - -= '" --4 \ I I 2 )' 15.65' kk AA N W CL W 377 52•7p \ .. \ \. HATCHED AREA FILL f I -1 ; I� r Q Ilk-... O} OPE-PLANT WITH I LIMIT <v NATIVE VEGETATION I / +12" R,VW �a f'-', � 1- GRADING : \^ (CREATE UPLAND BUFFER) I R ( io o z COIN WATIO SMT \ (0.31 A.C) ( I AC TYP) I J MIN, rFE = 16.3 W' N w v 38 Q f I -�, -ri ��y/ O V, rt 1 LL MIN FFE = 16.3 00 Q z cn mak\ \ ( D g 17.3' I Cf) U o = MATCHLINE SEE PLAN THIS SHEET ��F �.� ' I - _ N TB- - �, . z = m aI WETLAND LIMITS /� , ,1 d� ( / - - d- 7 ¢ z O z 11 72 I I �� I e l� /� I `• 1 .7T ! L I Q_ `( / c lit I,1 j i s+Ir-1 9�,:'ni/G, \ 1 1 \ col r-- 'O N Lj 1 (� A♦ 7 I REGRADE/FILL A 'yT ; v � \ /,�!rr U U5 Q �+ X I ACCULTURAL Gl O,r /v I 3 �J ) I m 4 W cru, _ ! '.I C DITCH FLUCFCS ,'jS O �_ Q I = > > twn U i i �� i 7 510 0.04 AC. �� MIN FF 16 0 --I z z G% LIMITS GI SITE I 1 14 4 - - cRADINc ' 2' Ct�AF � I 15.30 � � N -- I E __ � z v; Q A SO I N 1 \.= 2.95' \ �/ J o : D N.I Y ING 8 ,9 ,V I 1 0 I "TC 22 O Os \ t �1 r _ t h i .�15 `1jU5 S 4 7' Tract C I _ _ 15.3 Trach , Ar - - I , ♦( x _: lVll 0 �s 15' DRAINAGE/UTI i e eation e 0 EASEMENT .AT VAT.. �•. --..mow° _ .. ,. ' V s�• Op- �'•y �30, .� ,a x3o cS' } ti ♦ _ \ �. Gf S Conservation CON C_ S�• �2j,, �� UTTILITY FIRE YDRANT 3 EASEMENT/MIN FFE = 15.4 I ! �o N PROPOSE \ 14. 4' d d o 1 2/Ss !y / % �� i 9 Lji 00 N U -c, _ I 6, '9 ♦ a 1p o� 6 E' \ / � O � ♦ - ,y ti/ �� o TOP OF FILL` z .0 z _ \ 12" CMP p �/� �� O J SLOPE \ F R el - ' N z D 1 40.' , R/W I_L_ W. I N V=13 66' �/ TF G'• T O� I I I x ^ z vi 1 _ - �p �, J \ REMOVE ND ER18 DO, '11J SET PRAA z B ti , / \ SUPPLEMEN ADDITIONAL - g �I i IW fT- PER F?LAT E.INV-13.FJ' F F F o LOCK 364- F` r� S/� / \ _x I� NATIVE VEGET ON ! SS -7 � 12" CMP Tp S/� F \ CONST. BERM �r -\I � � � �� c(, 2 FT ABOVE C: L. !� 6 5.24 N,E.INV=12.54' T - - S� �Tj �1n \ \ OF 14.75' I 1 O U S.W.INV=11.05 �3 p F G UMIgqTppS��NNOGGF&&SITE H.P. LACONIA f .. �T Fp r s - CONSERVATION ESMT \ 13 2 I W i fi tl z � - �' ; \ ` R/CSP W ; _ 36",,CMP �/ a ' l��Tr � =�.00'WETLANDS MIN FFE = 14,83 aZ 7 STNV=8.\72' 0.46 AC 4 w STRUCTURE STRUCTURE RIM INVERT BOTTOM \ + IR CAP FD J w' ^15.01 � < NUMBER TYPE ELEV ELEV ELEV PLS #2391 ��/ _ I A -A _ . . _ Ln _ (� ,. 0_ ` rr� [fit 1 T 1016 --�9ic oL \ �+ STOP LOPS FILL I I = 7 G� �y�090 - ` r Q - - L CC 9 I _T 12&C O,(18 -ate ,GOj _ LCT 1 � - � 1 •9° O G C pFiG 0 5, 55 - w _ OS -4 TYPE "C" INLET 13.00 9.00 8.00 LIMITS of SITE z 'L 'Si S r _ - � GRADING dt w � F` 0p DS -5 MODIFIED MIAMI CURB INLET 12.60 8.50 7.50 - CONSERVATION ESMT x v� v M �p 2si sib �� Q DS -6 MODIFIED MIAMI CURB INLET 12.60 8.30 7.30 T N FFE 14.83 ~ I �' z z DS -7 MODIFIED MIAMI CURB INLET 15.30 9.50 8.50 \ GRAP C SCALE 15' UPLAND BUFFER - - - z vi DS -8 MODIFIED MIAMI CURB INLET 15.30 7.80 6.80 25 50 --- , 00 0 0 too 200 = TOP OF. FII LI I 0 \ DS -9 MODIFIED MIAMI CURB INLET 14.30 9.10 8.10 SLOPESW-1 FILL 14.51 SEE DETAIL SHEET FOR DS -10 MODIFIED MIAMI CURB INLET 14.30 8.90 7.90 16.5 AGRICULTURAL 00 0 <) CONCEPTUAL LAYOUT I "' DITCH FLUCFCS �i� OF PROPOSED FORC> DS -11 MODIFIED MIAMI CURB INLET 12.60 9.10 8.10 III p,�, � � '-• 10 0.04 AC. DS -12 MODIFIED MIAMI CURB INLET 12.60 8.90 7.90 inch = 60 ft SOUTHEAS` -ER C- DS -13 MODIFIED MIAMI CURB INLET 10.00 7.00 6.00 I DRY R NTIQI THE N OR TF : i/4 = DS -14 CONTROL STRUCTURE SEE DETAIL, SHEET 6 1 SECTION 2 58 PZ DS -15 CONTROL STRUCTURE SEE DETAIL, SHEET 6 \ 1t + • 1 " - OF BEGIN'. BITER_ - OF EASE-1:_,,iRIGH- MATCHLINE SEE PLAN THIS SHEET \ / 1 o0 N Oto r N to -r- � N O p�0 �-0 W a @� N0 W Q In J o Q J F j o 0 z�0W F- g0 c w rn �. Q N OE co o o F v 0 a It0 WoQ a� o J a r ZUJLL NQV Nww Q w �"'Etc trim cl� 0: Y Qti N M J 0 \ oon,< 3 U J Q � Q W Q O O U � O w o = ZON>-V ~DW =w'QO�m3OW a�aaZWo��a�3 zoFLoowwo 1 pW2=j��ww'N wo�Uww a�z-wad a 33 03: w MDaj I \ U� Q N Oto r N -r- 0 O J Q y Fx �-0 W a @� N0 W Q -02m J o Q J Q W o W CO Q� 0 z�0W F- c y+ rn �. Q N OE co W ��Wr�_ Q J c5cnti It0 WoQ w>0 M ZUJLL W ZLm W W �"'Etc C-)0 J Qti 2 Lo Z~ U � � J rn LLI V 0 a CY Q I� Q cy- LLJ � -U �J Ld 0 F--- Q� Z D Q Q 0 Fx W J Z 0 0 >-- 0 Vz w>0 J 0 m� �>> D(nFx ~ Z Q Z CT'JOSEPH W. SCHULKE FL.R . NO. 47048 ❑ 401 O H B REG. . 57396 WIWAM P TODDARD FL. REG I . 57605 5i DATE: SHE T PROVCT NO. J 04-060 J J:\04-060 Kozlowski 18 acre Sebastian \0 4-060\dwg \Civil \Preli mina ry\04— 0 60 OFFSITE FORCEMAIN1.dwg, 5/4/2005 10:42:11 AM, USER14 I rt,,O�,*r N, IV, 4 P zl ro VAN" wv, 1A X -A- dm 77, A, A) Pt 'R, W 4W IL I 4 PIN, 44 lit' te tU; WA, V V 4 A �W. -4. r -k J14A 0 NO AVA,1: -i "A 1 11 t �4 4 �10 UA iA 9 k gf, 'q &`W A V NP 1. . . . . . . . . . . 4k� AY, W, It - 0"01 5 tn I mj I t 'a < let" r A g J AF 4 C 'A J-, C_ - b 2 '51 "k, 4" X r 41 L - — - T Cal I It V4 oil 5", C), IN 11 11 11 X1 I 'VIS r M j- -- N, A C CAN p LACONIA i'�FET !�PkAlff) t.ATFRAI At 5 ,It V) 0_ cc r Ln 0 0 N r 3 a N Li 0 O cc 0 1 0 1-1T a .E T a U U) 3 -0 1-1 0 Lo 0 1 0 1-1c 0 0 0 T 0 co 3 0 N 0 Y 0 0 I 0 1-1 SOD ADJACENT TO SP4-.IFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION STAPLE FILTER BARRIER - ALL MITERED ENDS EXCAVATE GENERALTHE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", AND BACKFI X4" TRENCH BURLAP IL STAND. STRENGTH I AX N H I IT IS INTENDED THAE'_ USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FILTER Fit OVER 8" SYNCH. FILTER FABRIC 1 2 X PIPE DEPTH + W 1' TYPE S-3 ASPHAL" LATEST REVISIONS, 6 DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING 3RIC, TO THE WOOD STAKES `- (MIN. 1000 P.S.I. MAR! OF FLORIDA AND ITSJE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" z11Z VARIES (8' MIN.) i0 LIMITS iALL WHICH WOULD PROVGSPECIFlCATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE FDOT ROADWAY AND 3' TYP. OF 6" COQUINA SHELL CC" ) HOARDS" LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH I LIMITS TO 98% MAX. DENSITY APACTED AS THE "STANDARD Z SO D A - ND TEST TO IBR 10 ALSO. O AASHTO T 180 RT 0 THE STANDARD SPECIFICATIONS, ( B APA F LGN STASH LL EF ) TRAFFIC DES AO 0 IS REFERRED TO, IT IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL F 8" STABILIZED SUBGRfi / AN LICENSES REQUIRED TO - ro n PLACE AND COMPACT SOD FOR OBTAINING ALL PERMITS D I ��� /%/ ALL WORK SHALL Bt. 0 E RESPONSIBLE � I � " R ES. THE CONTRACTOR SHALL ALSO B I � 9896 COMPACTION AA.SLE LBR 40 COD _ � ,� > ( ) - N IT. - - - - I 6 LIFTS. I I� I I� � I II I II REGULATIONS AND/ � ISMS � _ q QC iT0 T-180) BEGIN WORK. 'ALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL 11 THE CONTRACTOR & Y TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. SECTI01. w FILL COMPACTED TO EQUIPMENT NECESSA E ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, - NOTE: W / 98% MAX, DENSITY THE CONTRACTOR SfiALL GUARANTE DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. -WHEN CONSTRUCTED ACROSS DITCH UNE, w THE PLAN CONFIGURATION SHALL RESEMBLE ? PIPE O.D. + 24" A 5' SEE WRITTEN SPECIFICA'fICNS F CLEARING/GRUBBING AN ARC WITH ENDS ORIENTED UPSLOPE. = MAXIMUM WIDTH THE CONTRACTOR SMALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, 3"x3" WOOD jTAKE, MIN. -BURLAP -MIN 10 OZ./SY MATERIAL Q LIMITS R ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS DRIVEN 12" INTO GROUND. 2 � EDGE OF DRNEIWAY OF INITIS -FILTER FABRIC -SYNTHETIC MATERIAL OR ROADWAY OF WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE MEETING STD. TESTING VTM-51,52 O 12" " SOD � SOD TYPICAL ASPHALTIC CONCRETE PAVING SECTION WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. 75X FILTERING EFFICIENCY MAX. MAX. GRADING -FILTER BARRIERS SHALL BE MAINTAINED F- W. ,:,. :,• N. T. S. THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES FINAL DRESSING SHALL HAVE A UNTIL ALL UPSLOPES HAVE BEEN PERMANENTLY CV w0 ;;.;c•:;;> TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWAY EXCAVATION FILTER BARRIER STABILIZED. 1 1 aCIL !',';=rt; �:: _;`.';::'.,';!:: U MIN. 8' E``` CONST. 3' CONC. EXTENSION AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. FRONT VIEW THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS IkN PER FCOT 273, FOR SIDE DRAINS AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING HAND PLACED - LOWER QUADRAt,IT TO BE 24", 30" OR 36" LONG IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS ORRECEMNGNw7gTI0NS FROM ENTERING EXISTING WETLANDS ,DITCHES, SELECT MATERIAL SHAPED TO REC;I-LVE PIPE 4 I EXPENSE. A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW SOD: DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION BELL AND BARRi., CULVERT TYPE PER PLAN SOD SHALL BE ARGENTINE BAHIA, UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY OPERATIONtzAND AT THE LIMITS OF FILL OF EXISTING WETLANDS. e'- SIDE DITCH GmumRADE ��• THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION N O T E S: - - i ° S" 6 SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, AND BACKrIWNG OF EACH INLET. 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMEI`ITS �6� „ - FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER OF THE FLORIDA TRENCH SAFETY ACT. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE CONTRACTOR. D. AT ALL 01)1ER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD 2) BACKFILLG TO 12" MAXIMUM LAYERS OR OTHER APPROVED ENERAL SPECIFICATIONS: BY THE PkOJECT ENGINEER. METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED FLAT PLATE, ALCOA # 86054.6063-T6 ALLOY, EMBANKMENT CONSTRUCTION 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE ETCHED, DEGREASED WITH ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL SURFACES AND 95% COMPACTION UNDER OTHER SURFACES #1200 ALODINE FINISH WITH X2277 GREEN SCOTCHLITE BACKGROUND OR EQUAL. PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. DIMENSIONS: CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT SURFACES ARF COMPLETE AND ALL SWALED AREAS HAVE GRASS COVER. 3. SOD ALL AREA.r, IN LIEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION INVERT BIT. COATED CMP SHALL BE USED AT ALL SEE FOOT INDEX N0. 272, 273 AS 8"N, 24",30" OR 36"L., .08" THICK ALUMINUM WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS LETTERS: MATERIAL: SELECT GRADE; A.A.S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) FLUMES, ETC. TYPICAL TRENCH DETAILS OF MITERED END. DETAILS, DIMENS., COMPACTION: 12 COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). 4. PROVIDE 18" MIN. NIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES. TRAM JACKET OR OTHER APPROVED NAME - 6" SERIES "B" X2270, SUFFIX LETTERS - 3 COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION NOT TO SCALE TRANSITION (FORMED METAL BAND) ETC. DEPEND ON TYPE AND DIA. OF PIPE. sCOTCHLITE (SILVER) OR EQUAL. (PER C.Y.), GRADING (PER LF. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FOOT INDEX 273 THE STREET NAME MUST BE ON BOTH SIDES OF THE SIGN PLATE. EROSION AND SEDIMENT CONTROL PLAN CROSS DRAINS: FDOT INDEX 272 r 2' 3'; " "(TYP P.V.C. CAP PAVED ROAD/PARV LNG �� \ v r .'+� . �\ , .\ �. �\ i \ i .vv �\ >` s .� \ \ ii\ ✓� .,:s? t'. \ \ /\ \\ 90' BEND --,k.,. SCHEDULE 40 WHITE P.V.0 L - LENGTH REFLECTED IN BID TABULE" IwN I 1. CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90' BENDS, P.V.C: CAPS, AND STUB -OUTS IN BID. MISCELLANEOUS CONDUIT (NOT TO SCALE) STAKING STREET NAME SIGN CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MITERED END SECTION / `jmpp-.tgI ""aC•CcBI STABILIZING (SNS) OR (D-3) STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE N. T. S. PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER UMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED NISH GRADE IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR ,g. o r__1 CEMENTED COQUINA SHELL MATERIAL BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO +,{ � N � I TOP OF CURB GUTTER GUTTER FLOW UNE T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. `' PRIME AND TACK COAT o U.S.F. N0. 5105, OR 1-1/2" a. MANHOLE FRAME AND COVER OPENI EQUAL FRAME AND GRATE FINISH GRADE PRIME AND TACK COATS FOR THE BASE COURSE SHAD BE IN ACCORDANCE WITH BECTON 300 OF THE STANDARD SPECIFICATIONS. MAYBE BE OFFSET. °: _ .I _ ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) A ADDITIONAL REINFORCING o ►' r' CURB, "'., . .. " BARS REQUIRED AT THE °' P -CUR 4 • .. >.:. TYPE S -I MOD A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 v OPENING IF SLAB TO BE ° Q. •• °. + -111111 AND 331 OF THE STANDARD SPECIFICATIONS. ..Q TRAFFIC BEARING. A . p ► A ► ;'• • • , - .' .i • . p: :. �'1,.'• . b;. ►. .•.. . .►. ... ► CURB U( I 24 3/4" N .D IV. . - p •' "' '�' !/ INDEX No. 300, PROVIDE CONTRACTION JOINTS AT 10 -FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3 -FEET. = , > ' •..•e F' TOP EL 12.80' TOP EL 12.80' w . I. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. •. ! . ►' 01 F 6 p D o a o 22" SQUARE ( .;, .:.: .t .: TESTING . 7 THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS � w D '• ' D D D D > •' I • ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY W ► ._ >' A • ° 0 0 D D II II 15* OUTFALL PIPE ► ' 4'-0' MINIMUM. OR LARGER o '• - REQUEST FOR PAYMENT ON THE ABOVE ITEMS. A D O D D A`� ► - 1 ' ►A • � , �. •. AS REQUIRED • '. �. J . .. • .v. ," ' �',� , • .. a.� THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: ► 0 o a D > A. D : , , I 1 -7 'GRA E ••ATIaN. OO .'FLAW NE Of A. EMBANKMENT: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 10,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED. ► VA . 1+ - - AYODIFI,Eb MIAMI• CURB B. SUBGRADE: A A 0000 O • • Y .. . (1) F.B.V / LB.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN SOOOSF / 20,000SF OR CLOSER AS ►. ►A' ► '� ' ' ' .. , MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) ' er(% D ' . , (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. ' II 11 ' - ' � 5"X4.25" SLUT �' 5"x4.25" SLOT IPE INVERT E QP . kVEMENT >.• ° PIPE DIA I I PIPE DIA „►. r C. BASE: / 1) F.B.V / LB.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER b AS PER PLAN I I I A� PER PLAN .' ► INV• EL $.0 ( INV. EL 8.0 a PICKHOLE ° •:. I •. (MIN. OF 3 / 1 PER JOB) 2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL > ° I, , AD e• , 1� /� / \ FLOW UNE ELEV. �� *•'. , - ° ' r,.' ►. •., • ; • ► (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN.. r Ir 4'-0" MINIMUM AS REQUIRED 8' 6" I U.S.F. DWG. NO. 410, OR � L INTERIOR LOTS ADJACENT TO LAKES LOT GRADING TYPE A (DRAINAGE TO BOTH STREET AND REAR LOT LINE) PERIMETER LOTS Al _J I I BOTTOM ELEV.----,It � ' -0 BOTTOM EL 6.0 E. STRUCTURES: (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. NOTE: TRUNK DIAMETER VARIES BUILDING CONTRACTOR SHALL I EQUAL MANHOLE COVER.+ LETTERS MARKED "DRAINAGE" L�� RESPONSIBLE FOR PROVIDING GRADING R TYPICAL � 0 T GRADING DETAIL STANDARDS 'LATEST EDITION). STANDARD SPEOFICATIONS (LATEST EDITION T THE MAKTOOMM Of _ _ ENGINEERBLE CONSTRUCTION OT) SI(600RE �SER EACCORDANCE NUM •1 r " ' ~ " F''• �' i ,• . :• �` . ERSHALL 2 FOR THETHE LICANTS PROJECT � AAPPLICABLE FOOT 0CEX F ) A(O r.e% DDOM�tiS THE MANUAL INN WIT DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATI K FMWA} F. BUILDING PAD' (1) AS SPErAFIED IN ARCHITECTURAL PLANS. OR STORM'. ELEVATIONTOP VIEW •..... • - POOL PROPOSED ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. NOTIE ELEVATION TOP VIEW ELEVATION CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, (,LEAN, GRADED CONDITION. I. 3/4' CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED. 2 ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE ,ATH "STRUCTURAL BOTTOMS, TYPE P AND J, F.D.O.T NOTE: 1 • FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB 'TYPE P' OR 'TYPE J", IN ACCORDANCE DS -14 TYPE "C" DRAINAGE SPECIFI(,ATIONS MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE B. F.D.O.T. STANDARD INDEX No. 201. WITH F.D.O.T. STANDARD INDEX No. 200. 6. THE LOCATION OF CONSTRUCTON. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER OENTi+UTtOM OF CONI' -C Z- _-_ATRACTOR. "ONTROL) STORM INLETS ANIS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fy _ 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH MANUFACTURER S TYPICAL DRAINAGE JUNCTION MANHOLE TYPICAL MODIFIED MIAMI CURB INLET DISCHARGE C ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE A VIEW 8. THE APPUC,s,NT 9. ALL CURB :JT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. 10. AT THE ENL OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SAA►- BE BA_-ffIL.LED IN Z U � CYURE SHOP DRAWINGS. Z W la--� ON IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE OM(?RAC' RS EXPENSE. J C PRECAST INLETSN. T. S. ALL STORM INLETS E REFERENCES TO FOOT DRAWINGS IN THE SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE "FOOT ROADWAY tAD TRAFFIC DESIGN STANDARDS', LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MHX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 4000 PSI. CULVERT PIPES o" TOP OF GRATE REINFORCED CONc,RETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED THIS POINT CORRESPONDS TO ELEVATION CJ ALUMINUM PIPE SIIALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. OF TOP OF INLET GRATE_ TOP EL 10.30' TOP EL 10.30' STORM SEWER COIISTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD a rr , „ 6" SPECIFICATIONS Or THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL E N 6 -6 /JOINT SEAL COMPLETED IN MAAMUM 6' LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98X - OF MAXIMUM DRY DENSITY. 3/4"R c- I 1/2" � -� " 15 OUTFALL PIPE CONCRETE \ " - ,,� UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS Of 3000 PSL ''� '' r * � (p '' PAVEMENT n 7\1 1 1 1 ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND TFE APPLICABLE 0. =N �'::'•a1;2u,::,:... r•:'•'z• '.:a.1 O C!7 ✓ � " BUILDING CODES HAVING JURISDICTION IN THE AREA. LU . • .• - . " I RECORD DRAWING:' O � .•-. , :::'' 1b, r _ 71 STD. : '��'A CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL E ANNOTATED BY THE m (/I �; .' • :•`.,.:. -' ..`: ♦x CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL i`.,;;�'•__ ._'.'- :�',_''._' ;:" "''�'`''`"" O E) MIN* 2.5"X1.75" SLOT _ ' 2.5"X1.75" SLOT rr . ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE ,•• -.' .:,:.•... „?:./.....^ INCLUDE, BUT ARE NOT LIMITED T0, HORIZONTAL LOCATION, INVERT AND TOP ELEV , ; c,,':w ••:,,;, :.• k:;. INV. EL 5.5 STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON ; , ,,, : -f-: •-•. ..:, .1 , • , INV. EL. 5.5 ;, ��...:,::�:.,...�f :;:�.; :t:;,.• •>....... CONC. PAV'T. COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. 5.. `' "` ,~..*• '< N -L a "`''•'' `' THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-GUILTS. "" ..J• -,,"T1" ,� �f ,. .` 1 // I AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES ti. !- .,.a I THESE DRAWINGS SHALL BE PROVIDED N .: ' 2 E XP . JOINT T A N D THE AS -GUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING 24" vQ��� y ;,,,,.......: BOTTOM EL 3.5' TIES TO STATE PLANE COORDINATES. 8 PREFORMED JOINT FILLER INSPECTION MODIFIED MIAMI CURB 1 29- o" MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED: TYP E D THE A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS.PROVIDE 4" MIN STABILIZED TYPE F PROVIDE 4" MIN STABILIZED DS -15 TYPE "C" B. PRIOR TO BACKFIWNG ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL SUBGRADE (LBR=40) UNDER CURB SUBGRADE (LBR=40) UNDER CURB E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. DISCHARGE CONTROL) G. UPON COMPLETION of TON. INSPECSPECTIONON NOTIFICATION: NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE SHOWN. STRUCTURE THE RESPECTIVE COUNTY DIVISION SHALL BE NOTIFIED, IN WRITING, WITH COPIES TO THE UCTION SO OAT AN EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEAL ARE REQUIRED BETWEEN CURBS DIVISION OF THE COMMENCEMENT AND COMPLETION OF THE FOLLOWING ITEMS OF CONSTRUCTION 50 THAT AN MEDIATE INSPECTION CAN BE PERFORMED TO ENSURE CONSTRUCTION IN CONFORMANCE WITH SAID APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS AND THE REQUIREMENTS OF CHAPTER 913. IF THE COUNTY NOTIFIES TIE DEVELOPER THAT No AND CONCRETE PAVEMENT ONLY, SEE DIAGRAM RIGHT. COUNTY INSPECTOR IS AVAILABLE TO INSPECT WITHIN FORTY-EIGHT (48) HOURS OF AN NSPECTION REQUEST AND IF A DELAY IN INSPECTION WOULD CAUSE A DELAY IN THE PROJECT, THEN THIS REQUIREMENT MAY BE MET BY CONCRETE CURB SUBMISSION OF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED N ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT: 1. WATER UNE AND SANITARY SEWER LINES PRIOR TO BACKFILLING (UTILITIES DINSION) 2. STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) 4ROADWAY BASE (PUBLIC WORKS DIVISION) ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN . 5. SURFACE COURSE (PUBLIC WORKS DIVISION) ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN 6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DNVT90N) THE FAILURE TO NOTIFY THE RESPECTIVE DMSIONS OF THE COMMENCEMENT AND COMPLETION OF CCNSIRUCTgA OF STANDARDS AS FOLLOWS: SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTL SUCH FUR --C:? INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERIfT. ALL WATER ANC SEVER STRUCTURE INDEX NO. IMPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTIUTIES DIRECTOR OR HIS REPRESENTA-4 OP _ THE APPROPRIATE MUNICIPAL OR PRIVATE U71UTY REPRESENTATIVE PRIOR TO BACKFLU)NG [913.07(6)(H)1 CURL CUT/RAMPS No. 304 WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS NTOM TO NMATE CONSTRUCTION '_ - • %-AGE MANHOLE: S TR U C T. BOT. TYPE ' P' FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. TRAFFIC /PAVEMENT MARKING NOTA_ I%/ SUMP BOT., AND MANHOLE TOP TYPE 8. No. 200,201 5' SLOPE TO EXISTING GRADE TYPE "C" INLET No. 232 I ANY ST. I BRACKETS <��BLADES (STOP GENERA! SPECIFICATIONS: FLAT BLADE: AI.COA #86054.6063-T6 ALLOY, ETCHED, DEGREASED WITH #1200 ALODINE FINISH III WITH EQUAL jj2277 Gf<EEN SCOTCHLfTE BACKGROUND OR DIM IONS -- 6" MIN. H 24' 30" OR 36" ENS L LETTERS: NAME - 4' SERIES 'B' # 2270 r, SCOTCHLITE (SILVER) OR EQUAL -SUFFIX - 2" --POST SERIES AS ABOVE. POST: STEEL FLANGED CHANNEL POST WITH BAKED GREEN ALKYD OR GALVANIZED FINISH PER A.S.T.M. -A-123. WITHOUT ANCHOR PLATES. III F4 AN�1-1 MUTCD - 30" x 30' (ENGINEERING GRADE) LOCATION: ONE PER INTERSECTION AS INDICATED STOP SIGN DETAIL / �\ 15" OUTFALL PIPE -1 EL 8.0 CROSS SECTION h 15" OUTFALL . PIPE CROSS SECTION 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MAlll® N � / NOTES: TREE PROTECTION. WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARIIwENT OF TRM/SPCRTArOeS TY --E "F" INLET N o, 233 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION N0. 710. Ai � �� �, / _� (A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND 2. ALL HANDICAPPED PARKING SPACES SHALL E PROPERLY SIGNED AND MARKED N ACCORDANCE MITN1 TIME FOOT -S �riBING No. 300 �a o � �z �g� �` � , �= y�j ,-4, �� / � DURING CONSTRUCTION ACTIVITIES. (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE STANDARD INDEX NO. 173246. OUTSIDE OF THE DRIPLINE WHERE ABLE. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PA✓!(TED. USE E1(TRLIOED M17DED ENDS No. 272 ti v� ` / ` _� g` (C) INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT TYPE, ALKYD BASE THERMOPLASTIC DIRECTION ARROWS (SEE SITE PLAN). M17 DED STOP BARS SHALL BE 24" WIDE. USE EXTRUDED TYPE. ALKYD BASE THERMOPLASTIC N 0. 310 y�e o ~ A. / - c,af ` to j SYSTEMS OF EXISTING TREES. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL E IN CONFORMANCE WITH F.D,O.T. TRAFFIC DESIGN S-A cow MO rE SICE &ALKS , �� � ` � � 1� , o� �� (D) FENCE / BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TREES OR GROUP _ OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES T P-10 INLET NO. 200+ 201, /-I _ 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE AIJM BASE-►EF�I�LASTMC N SL f �' � f AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATXW'S SPECIFICATIONS O''dt ROAD S C�i� - If E Sy- --- S ` / FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711.L , �Vf o = SIDE OT �-- / / FLAGGED STRINGMASONS RIBBON 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING THRU ARROWS. PAVEME?(T MMAayss DRAINAGE STRUCTURES: ` ' ` . ` +` ".` , �` � •�- SwALE o CONTINUOUS AROUND FOR 'RAFFlC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.0.0.T. INDEX No. ' `' �L + ' • . ' `- a ` BARRIER 2 ROWS EXISTING TRI TRUNK DIAM' VARIES MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS %N 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED PAVEMENT (AS REQUIRED) 1N 37' PLAN Iw 37' Ei x'_1,1 I d - N v 2x2'S 4' O.C. PLACED EE DRIP LINE, OR AT OF EXISTING/PROPOSED BENT (AS REQUIRED) 141_�, TREE PROTECTION BARRIER ELEVATION NTS , LO z00 N a O p s6 I3 (L* 0 �c, NY uJ o 't (!i O � o o -i z Z W L�ii U J O 4 Cz.1 O � w ZONOU ~�� c ,t w H iyZjW QOUOmi�U w w 3�r=d ��-��W a�acz�Zpu,c)rN a zo 1uo ( 3 Kd' W ~'�O Z W- ZC owx=�Wwwz;�nf W O�UWwa�(jw�d \ a' 3 N3w�aoff/ U rz 1. ALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF U4*'MW TRAFFIC OO(TROL DEICES. � . ND 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUSMS IN ACCORDANCE WITH FD -0.T. BO60. EX No. 118 110" 11865. LOT GRADING TYPE B WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE KITH F.D.O.T. INDEX No. 17302 � L INTERIOR LOTS ADJACENT TO LAKES LOT GRADING TYPE A (DRAINAGE TO BOTH STREET AND REAR LOT LINE) PERIMETER LOTS Al 0 SIDE LOTSWALE (ALL DRAINAGE TO STREET) EXISTING TREE FLORIDA DEPARTMENT OF TRANSPORTATION NOTF�S �✓ � - NOTE: TRUNK DIAMETER VARIES BUILDING CONTRACTOR SHALL 1. ALL MATERIA -S AND CONSTRUCTION WITHIN FDOT RIGHT-OF-WAY 94AU CONFORM TO THE FOOT RCAMMY MO TRAFTIC 7E90. AND THE SIPPLBMEEI(TS 11 E1ET0• I RESPONSIBLE FOR PROVIDING GRADING R TYPICAL � 0 T GRADING DETAIL STANDARDS 'LATEST EDITION). STANDARD SPEOFICATIONS (LATEST EDITION T THE MAKTOOMM Of _ _ ENGINEERBLE CONSTRUCTION OT) SI(600RE �SER EACCORDANCE NUM �;: o W o IN ACCORDANCE WITH APPROVED PLANS. ERSHALL 2 FOR THETHE LICANTS PROJECT � AAPPLICABLE FOOT 0CEX F ) A(O r.e% DDOM�tiS THE MANUAL INN WIT DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATI K FMWA} •O N,T.S. ON UNIFORM TRAFFIC CONTROL 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF N THE AREA ADJACENT TO THE TRAVEL WAS OF TIE STATE ROAD SKA_ BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER MALL AT flE 'C►.''aA."TORS EXPENSE. -41E - POOL PROPOSED 4. IF THE PERM TIED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER ErION ACUATROUTE AP-LICANT, AT THE WORK PLAN. AN EIERGD O Y FUNCTIOAA. RES-RA71ION PLAN TO HOUSE LU CO THE PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF Q O Q CO a) ADDRESS EVENTUALITIES SUCH AS HURRICANES. M E^' A' LEAST 48 HOURS 5. THE CONTRACTOR MUST CALL TE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, KAY" jURSDICTIM O)iER THE OE - , 06 BEFORE AN' EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERWE THE LOCATION OF '►E EICSTMG TRAFFIC SOCA, : .,- I _�, CABLE. EXISTING UTIUTIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHAT" BE DE-EI'hIED BY THE 3O% -RA, -_73R DURING LL 6. THE LOCATION OF CONSTRUCTON. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER OENTi+UTtOM OF CONI' -C Z- _-_ATRACTOR. \ V N CONTRACTCP WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RET-OCATION• -24AWORTATION 7. BEFORE PEPWIT APPROVAL AND CONSTRUCTIONOF THIS PROJECT, THE APPLICANT MUST CONTACT TIE FLCFWA DEPAR'1EA" SDE LOT SWALE � X Z)~ `� LOCAL MAIN"ENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE k%003ER IS 56'-465-7306 OW '-aOC-300-8236. AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY N WRITING ALL RIGHT-OF-WAY USERS AFTEC'ED BY 'IE =kS_WtCT10N OF THIS PR:--- W A VIEW 8. THE APPUC,s,NT 9. ALL CURB :JT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. 10. AT THE ENL OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SAA►- BE BA_-ffIL.LED IN Z U � NTS ACCORDANCE. WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONWAC'TM EXPENSE, Z W la--� ON IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE OM(?RAC' RS EXPENSE. J C 0 Z Urn = O 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED, NO LANES ARE TO BE CLOSED BEFORE 9:00 AN AND ALL LANES � ti ARE TO OPENED BY 4:00 PM. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2' MAXIMUM., INCLUDING FRICTKIN COURSE. V. 11N EXISTING TRI TRUNK DIAM' VARIES MASONS STRING W/ FLAGGED RIBBON CONTINUOUS AROUND BARRIER 2 ROWS %N 6' - 2x2'S 4' O.C. PLACED AT TREE DRIP LINE, OR AT EDGE OF EXISTING/PROPOSED PAVEMENT (AS REQUIRED) 1N 37' PLAN Iw 37' Ei x'_1,1 I d - N v 2x2'S 4' O.C. PLACED EE DRIP LINE, OR AT OF EXISTING/PROPOSED BENT (AS REQUIRED) 141_�, TREE PROTECTION BARRIER ELEVATION NTS , LO z00 N a O p s6 I3 (L* 0 �c, NY uJ o 't (!i O � o o -i z Z W L�ii U J O 4 Cz.1 O � w ZONOU ~�� c ,t w H iyZjW QOUOmi�U w w 3�r=d ��-��W a�acz�Zpu,c)rN a zo 1uo ( 3 Kd' W ~'�O Z W- ZC owx=�Wwwz;�nf W O�UWwa�(jw�d \ a' 3 N3w�aoff/ U rz J � �. J O - � L O CoC0 CD 0 W M A- zz us- Q Q p •.0 Z QO Q) O� .Cc �;: o W o O � p •O LLQ o z0Uw ZZ LU CO Q O Q CO a) 06 NO Z� 06 W LL Q Z o N X Z)~ `� I- W �- 11150 Z U � � W Z W la--� ON J C 0 Z Urn = O � ti J 11N � r r � Z � J LLI U � V/ � V 0 FE O LL•F J Z L` of OZ 0 S2 z JQM U _� W ILLI m /�'' L L ::D > v) F F- Z Q 0 z_ \1 J JLGINEE�ERIZFICAZIQN [PH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BI EG. N . 5' 396 ❑ P. STOK)ARD RE 0. 5 +605 V D TE: JULi I'; 0 Pf" , � � D TE. JuLi � 0 61mS SHT 0 PROJECT NO. I/ \ 04-060 .,/ 60' ROW m 14 PVMT 2' ....6 1 1/2" TYPE S-1 ! ASPHALT ! 4%—�-4% 2%a-- L --�-2% �... ,��: •�� ; -••.�,�..,. ' TYPED RB �'•"� i�'�,��,, .�.-�.;.�.... .., ! TYPE FCURB—_"" •,�,r ��,:-.i*ir�.v. ...f�,`�.�-�-� r,.:x _.k.-e's*'�' 1ik:''° ! �''--TYPE F CURB 6" COQUINA SHELL COMPACTED 98% MAX. (LBR=40) (98% COMPACTION COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) AASHTO T-!180) DENSITY (AASHTO T-180) FILL COMPACTED TO I ILL COMPACTED TO 98% MAX. DENSITY '8% MAX. DENSITY TYPICAL SECTION B- B ENTRACNE ROADWAY (60' ROW) NTS .09 ADJACENT PROPER! Y l _ STORMWATER TRACT 'A' I n' g f1' 8' MATCH EXIST.--/ GRADE TYPICAL LAKE SECTION G—G NTS PROPOSED LOT ' STORMWATER TRACT 'B' 10' DRAIN AGE/MAINT! 20' EASEMENT MIN FFE = 14.30 (PRIVATE)! TOP OF BANK = 13.00 4•I ,< �114k 6' TYPICAL LAKE SECTION D—D ;ONT=OL ELIEVA—ON = 8.00 iA 6.5C \ 2:1 OR ANGLE OF REPOSE = -3.50 PROPOSED LOTI 40 PRO ZI POSED ROW 5* x Q LIMITED ACCESS 26' SWALE 6' SHLQ ESMT, 4' I 8' VARIES 16' VAIESi MIN FFE = 14.83 TO 18.20 CEN : 14.33 ' r �R LOT G� TO VARIES FROM 80' ULTIMATE ROW 8' 4' 12' PVMT -1 1/2" TYPIC' S-1 ASPHALT I VARI 14.5 ' EXIST ROW 40 I EXIST 12' PVMT I i 1 1/2" TYPE S-1 RECYCLE ASPHALT FROM EXISTING 1 z ASPHALT OVERLAY PAVEMENT AND OVERLAY CUNCURRrNTLY J ROTA 3 17.5 � _ AD/NG 16.5 TO 19.5 _ _ I 6" COQUINA SHELL- ! A� COMPACTED TO 98% MAX. 8" STABILIZED SUBGRADE SIDE LOT GRADING (GRwDE TO ROADWAY) ! DENSITY (AASHTO T-180) {LBR=40} (98% COMPACTION I I AASHTO T-180) EXIST GND I i 14.03 TO 17.40 I FILL t,OMPAG ItD TO j SWALE VARIES: 98% MAX. DENSITY 13.50 TO 13.00 AND 16.00 TO 13.00 l YPI CAL SECTION A— A 80' ROW NTS 50' ROW I ! ! I PROPERTY PROPOSED (40' ROW) EXISTING 40' ROW 12' 2' 10' PVMT 10' PVM 1 2' 12' 5' LIMITED ACCESS ESMT. 1 1/2" TYPE S-1 8' 4' } ASPHAL I 16 2% —� o--2% 2% I-2% 14.46 SEE TYPICAL SECTION A -A I MODIFIED MAIMI CURB----v­`°''`�"�� `��'�' ` ` ~-MODIFIED MAIMI CURB 14 I f d� 6" COQUINA SHELL 12 8" STABILIZED SUBGRADE COMPACTED TO 98% MAX.DENSITY (AASHTO T-180)10 I (LBR=40) (98% COMPACTION -FILL COMPACTED TO i (I AASHTO T-180} 98% MAX. J�NSITY I I I 8 TYPICAL ROADWAY SECTION 50 100 50' ROW CF'OSS—SECTION C—C NTS NTS Q_ W 1 � 1 'OND BOTTOM = -2.50 1 CONSERVATION ESMT 5' TOP OF BANK —Ii (ELEV 14.00) EXIST WETLANDS 15' Ito 20' 6' F Q UPLAND BUFFER a TOP RETENTION AREA = 12.00 a g J Q O 0 4:1 TO MEE' EXIST GNC ? a Z oco\ � Z � — Q Z �� EXISITNG G►C RETE''." N B0770m = 9.50 L 0 a � UW �z EXIST G D o z U O C NTROL E = 8.00 Q r LL N Of F-1 U ctf D > 1.5' DEE CUT LINE I mm— Z < F Z) N J `' O� O� j 0 O D 2E � J ui U, 10' DRAINAGE MAINT. EASEMENT DEDICATED TO CITY 2' CROSS—SECTION F—F NTS I w 150 CROSS—SECTION E—E NTS 16 14 12 10 8 6 4 2 DRY RETENTION AREA 27.72'± LIMITS OF BLDG PAD 14.00 14.33 0 Ito to F Q a TOP RETENTION AREA = 12.00 a g J Q O 0 4:1 TO MEE' EXIST GNC ? a Z oco\ � Zcc) _c Q Z �� EXISITNG G►C RETE''." N B0770m = 9.50 L 0 a � UW �z L 0 z o o z U O Z 0 O U v Q r LL N F-1 U ctf D > 0 C K w 6 w°o °N o Z 4 }-O O w 2ZUw0�}L1-1 ~wwQ�Om3�W O I` Odra}I- NO 0ww,,,wxwog oF}opwo ml- Qw2LL=1?o9wZ3j Z wo==wwa��wir� _ �a33w�N3w�a� UQ) Ito to F Q a I a g J Q O 0 Q ? ;C Z oco\ � Zcc) _c Q Z �� Q CD . 0 0 L 0 a C K w 6 w°o °N o Z 4 }-O O w 2ZUw0�}L1-1 ~wwQ�Om3�W O I` Odra}I- NO 0ww,,,wxwog oF}opwo ml- Qw2LL=1?o9wZ3j Z wo==wwa��wir� _ �a33w�N3w�a� UQ) Q D F Q a I a g J Q O 0 Q ? ;C Z � Zcc) _c Q Z �� Q CD . 0 LL Q 0S. a � UW �z L 0 z o o z U O Z 0 O U v Q r LL N o U ctf C K w 6 w°o °N o Z 4 }-O O w 2ZUw0�}L1-1 ~wwQ�Om3�W O I` Odra}I- NO 0ww,,,wxwog oF}opwo ml- Qw2LL=1?o9wZ3j Z wo==wwa��wir� _ �a33w�N3w�a� UQ) Q D —� 4- c n J Q O 0 Q ? ;C Z � Zcc) _c Q Z �� Q CD . 0 LL Q 0S. a � UW �z z z Q W� U)oma �N0o U 06 Z 0 >ti Q r LL N o �xti ctf D > �— W ° co ILL. mm— Z < F Z) N J `' O� O� j 0 O D 2E � J ui U, 0 v V) Z 0 F__ U W U) a U n 0 JOSEPH W. SCHULKE FL. REG. N0. 47048 ❑ JODAH B. BITTLE FL G. NO. 57396 ❑ WI 6AM . SjppDARI FC. REG. Nd. $7605 PROJE0- NO. 04-060 Q D W Z � 0 F>- 0 z O W U J Q m ctf D > Z) V / E Z Q 0 Z 0 JOSEPH W. SCHULKE FL. REG. N0. 47048 ❑ JODAH B. BITTLE FL G. NO. 57396 ❑ WI 6AM . SjppDARI FC. REG. Nd. $7605 PROJE0- NO. 04-060 2 M EROSION CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIME7ER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE, 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOi ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. Post Options: Wood 21' Min/O Optional Post Positio Wood 2" x 4"I I Principle Post Position Oak 147x 1 � I , o (Canted 20' Toward Flow) Steel 1.33 Lbs/Ft. Mi 6' Max. Filter Fabric (In �� Conformance With Sec. 985 FDOT Spec.) >l o� _ , � �--Filter Fabric 41 r 7 0 1 / 1 / Silt Flow N 10 ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE ­- - SILT FENCE Type N-- Silt Fence Protection Around Ditch Bottom Inlets. r —Ah— Silt Flow -- Anchor Bales With 2 — 2" x 2" x 4' ,-- Sidewalk—,/ Stakes Per Bale. / 0 ®Curb &Gutter '— Ditch Ditch Curb &Gutter _ PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Limits Of Construction I ILI / Sod } Silt Barrier 50' Max. 5�0'c Max. iii � /'lam f Sod — _ Ditch Bottom Inlet i 9 Median Ditch }--10' (Typ. Silt Barrier 50 Max. — r —50 -Max. Ditch Cross Drain--._ 50' Max. 50' Max. •Endwall Silt Barrier l Sod-" I \,,— Limits Of Construction ��f• • it • • I I_ II • • II • • I d N I --50' On Centers (Typ. ) As Required I Anchor Bales With 2 — 2" x 2" xP$_AN Overlap Ends Stakes Per Bale. ic Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE DITCH INSTALLATIONS AT DRAINAGE STRUCTURES Note: Spacing for Type NNN Fence to be in accordance with Chart -, Sheet 1 of 3 and ditch installations at drainage structures Sheet 2 of 3. Type NNN Silt Fence Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FE=NCE APPLICATIONS EROSION CONTROL NOTES — All turbidity, erosion, and sedimentation controls shall be in accordance with `Best Management Practices' as described in the Florida Land Development Manual: A Guide to Sound Land and Water Manaa_ement. — Reference F.D.O.T. Index #102. EROSION CONTROL DETAILS N.T.S. r Sand Bags - 5' Min- 1 PLAN " Flow Bales To But • rw Anchor Bales With 2 — 2" x 2" x 4' •) Stakes Per Bale. PLAN 6' Min Fill Slope ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES Woven Filter Fabric In Absence Of Established Grass (Approx. 12' x 12'). Secure Edges By Entrenching And Extend Under Bags and Bales. Fabric ,` Shall Meet The Requirements Of Section 985 Of The Standard Specifications. Cost Of Fabric To Be Included In The Contract Unit Price For Baled Hay Or Straw, TN. ~ e Loose Soil Placed B Shovel And Lightly Loose Soil Placed By Shovel And Lightly I f° � Y g Y Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales. Of Bales. PLAN Rail Post dtr*z L 4"; I T 1' Min. Recommen d 5Typ V Min. Recommended Anchor Lower Bales With 2 — 2" x 2" x 4' Stakes Per Bale. Anchor Bales With 2 — 2" x 2" x 4' Stakes Per Bale Anchor Top Bales To Lower Bales With 2 — 2" x 2" x 4' Stakes Per Bale. ELEVATION ELEVATION Application and Spacing: The use ofes-1 & It bale barriers should be limited to the conditions outlined- ehact I, Sheet 1 of 3, Index No. 102 TYPE IC TYPE I BARRIER FOR UNPAVED DITCHES 0 5 0 LLJ C3LL. LL N O o o z 2 w W U J K ee w w ° ZaN}� no SCSI—wO��i—iv0 �—wwQUOm3�W �4w��xpzzwog ZOF}OGwO �p�� IJ � 0a Sxw�w�z3�} Cc v "z �[�i33w 'N3w�dv 1 U `' J o too G J M a° J � — a O02 � a !;. as U u� z0Q� a WCom`Z O o OW ZW Zoe rF�_ o �NO� VJ a Z Wo g�F-I` W _� C5 LL_ (/� N ti Z o ^~X W°��C m Z� L4 (�Y- IY W -�"'N IY o o 25 ¢ti Z� �h tU VJ UJ ' �~ C� _..I O J �a z w Op Z 86 O (n i/) 00 wZ O W J Z LL_ 00) F— W > O J a M W flY > i/) ~ Z Q Z L ' EN6INEE�ERT]Ft,-A71t JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JO B. BI R . 57396 [MWAM TODDAR FL REG N . 57605 i tTE.f' 5 dO ET PROiCT NO. 04-060 N 89'43'11" W 1.329.18' CM IrD NORTH LINE OF THE SE 1/4 No ID DESCRIPTION I ' 80.0'A I w.wwwwwwwwa.w..www—r--m. — w —__ �__ w� —. won— ww.� 10 40 gp-mw ww www. ww sm"o- - FDI AVEM O • BLOCK 339, SEBASTIAN HIGHLANDS UNIT 13 40 OW aw i • i I CORER OF PB 7, PG 82 I NW + I o THE NE 1/4 i o � Ii ,+ _e S 89'43'11" E 1329.31' IR/CAF FD NORTH LINE OF THE NE 1/4 �PLS #2391 W NO ID INE CORNER OF THE NE 1/4 UNPLATTED m ' / 0cv cq1 '• 1`` . d° x �o '' •IR/CAP SET o PLS #5243 o WITNESS 1 F NORTHEAST 1 4 OF SECTION 26, �`. �\ � �s� p L THAT PART OF SOUTHEAST 1/4 0 / � LYING NORTH AND EAST OF FOLLOW DESCRIBIED LANDS; BEING AN �., \, jay oil, a 40' R EASEMENT AND RIGHT OF WAY 200 FEET IN WIDTH ACROSS SOUTHEAST `�`�, ; '�• IR CAP FD sva.404 CR PER PLAT / 1$.404 ACRESf 1/4 OF NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON EACH ��,� PLS #2391 ' SIDE OF FOLLOW DESRIBED BASE LINE AS IN OFFICAL RECORD BOOK �s3• N y3, , o I 94 PAGE 415, BEGINNING AT SOUTH EAST CORNER OF`� ��~'•1e02j, �'�'�l" Tp ' 1 ` NORTHEAST 1/4 OF AFORESAID SECTION 26, RUN NORTH 41042'15" WEST 610 FEET,�s6N ,- IR/CAP FD 1 "THENCE NORTH 53°52'05" WEST 600 x'ttj., THENCE NORTH 73042'05" '`,� I �js°os N y3, PLS 2391 o WEST 377.52 FEET, THENCE N 53050'05" WEST 92.13 FEET TO A POINT '%� ON WEST BOUNDARY AND 347 FEET SOUTH OF NORTHWEST CORNER OF ©•� 05 01j AFORESAID SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26 PER !�-�.lD> �, 00d y I CITY OF SEBASTIAN ORDINANCE 92--06., NOW LYING IN INDIAN RIVER ; ����o �. L°°� 2° G COUNTY, FLORIDA. 4. g 1 ' .., o SEBASTIAN HIGHLANDS UNIT 11 `•.^+, s�. ., '' p l PB 7, PG 56 SURVEYOR'S NOTES 1. BEARINGS ARE AS SHOWN, HOLDING A BEARING OF S 89'43'11" E ALONG THE NORTH LINE OF THE NE 1/4. ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND EXISTING MONUMENTATION. 3. , nwtt HAS BEEN NO SEARCH OF THE PUBLIC RECORDS BY THIS FIRM. 4. FIELD WORK COMPLETED ON JULY 12, 2004. 5. i nrnlz ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN. 6, THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS SHOWN ON F.E.M.A. MAP NO. 12061CO089 E. DATED 5/4/89. 7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF RESIDENTIAL SURVEYS. 8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SP10 IN NORTH CORNER 87TH ST. AND C.R. 510, 45'f SOUTH OF CENTERLINE 87TH AND 50't WEST OF CENTERLINE C.R. 510, EL= 21.435. SITE BENCHMARK IS AS SHOWN. 771127--1 DAVID- M. TAYJL0ofC-"` DATE PROFESSIONAL LAND SURVEYOR STATE OF FLORIDA REGIS'T'RATION # 5243 THIS SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR ABBREVIATIONS BM BENCH MARK (C) CALCULATED CBS CONCRETE BLACK STRUCTURE CL CENTERLINE CB CATCH BASIN CONC CONCRETE ESMT EASEMENT EL ELEVATION EB ELECTRIC BOX FEMA FEDERAL EMERGENCY MANAGEMENT ASSC. FH FIRE HYDRANT FD FOUND ID IDENTIFICATION IP 3/4" IRON PIPE UNLESS NOTED OTHERWISE IR 5/8" IRON ROD UNLESS NOTED vinrnniar, FF ruvtJn FLOOR FH FIRE HYDRANT GT GAS TANK LP LIGHT POST GUY GUY ANCHOR IRS IR WITH CAP SET, PLS #5243 PIS/RLS SURVEYOR'S NUMBER NGVD NATIONAL GEODETIC VERTICAL DATUM OHW 0 amri a WIRES ORB OFFICIAL RECORD BOOK PB PLAT BOOK PLT PLANTER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PP POWER POLE PT POINT OF TANGENCY WM WATER METER SMH SEWER MANHOLE TSP TRAFFIC SIGNAL POLE RS REGULATORY SIGN TMH TELEPHONE MANHOLE TJB TELEPHONE JUNCTION BOX CMP CORRUGATED METAL PIPE -" WV WATER VALVE SV SEWER VALVE DMH DRAINAGE MANHOLE sco SEWER CLEANOUT LEGEND PE POOL EQUIPMENT PAD 0 iC C)1 co o 0 W I �op. ,�J 1 cr)�,� ` IR/CAP FD i 00 ', LS #2391 �4 00 Os %% MSO' 1 o ' UNPLATTED NOT INCLUDED � SW CORNER OF THE NE 1/4 SECTION 26-31-38 _--- --- --- ------ _.__.-_.__._-.--.--.-_.--. S 89 55'36" W 1327.46' SOUTH LINE OF THE NE 1/4 `\ VALVE ® ELECTRIC BOX Oo DRAINAGE MANHOLE j tJ FIRE HYDRANT i E- GUY ANCHOR ® TELEPHONE BOX -a- POWER POLE CURB INLET a- TRAFFIC SIGN Fo-1 WATER METER k LIGHT POLE O TELEPHONE MANHOLE (5) SEWER MANHOLE Cp WELL TREE (UNKNOWN SPECIES) SHRUB OAK TREE (SIZE NOTED) CYPRESS TREE MAPLE TREE PINE TREE `\ in ci �W Yailw& A DRIVENT FD ®NO ID a------------ g— (00 I c , BLOCK 364 SEBASTIAN HIGHLANDS UNIT II i/CAPS i , 90' DRAINAGE R PLS #2391 � � _ /W j T 1 1 I ' 1 IC'MFLD�- NO ID =CAM WATMAY _o w.—_�_w-""m_www.sr_—__ SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 26-31-38 POINT ' OF BEGINNING CENTERLINE IOF EASEMENT & RIGHT OF WAY BOUNDARY/TOPOGRAPHIC SURVEY CERTIFIED T0; WAYNE KOZLOWSIG SCHUIX71, BITTLE & STODDARD, L.L.C. N 'a REVISIONS LADDED TREES & WETLANDS Nk 712 04 0 U D Z g 1 OF BY 1900.1 N �cr) c� �m I I va vew m� I I Lv ^ tZCQ 0 " x ww DRAWN CCB CHEOM DVT DACE y 05/11/04 WAU: y 1'=100' JOB NO. 04-1124 SHEET \ ti 24" CMP ♦ ` + S.INV=7.04' ♦ 6• ti n � DITCH C6 �lk P0 04" � ♦ gyp. 10 «O • d, . ,/ U 04" 04" \ ♦ �* 24" ti + 4 REVISIONS BY i � -36" PIPE S.INV=11.93' O`�'ti+ tin0� DITCH �Q«tip (D4.. 44" 1, ti 4„ 04.. 410 1:� 4'( 041,04"e'?4' 6 On Z II CO rA 0 00 4 E"" � 4 i .ADDED TREES " ZI} 4 U �:�'6' ° & WETLANDS CCB 4.. x:14,. 4`8 8 %*4 7=4U gof 0 4'0 - � � '040ti ♦ ♦ \ «4 10 06" 04" rl ms' 4 6 s„ «N6 « 6„0 mt ti0�00 8 ," {"14,• +i;.r'4" +1p� 6"� 4" 60 6'0 " ,� Ct t 9'06 0 8; 4" 4" ° ' ♦ , e ° 0s 4- " 04" 0 e ° � �e �" 04" � QD CO 4 BUB= Pauw aha 1 4' 4ti L`''12" 8' • ♦♦ «�°ti1 +, +ti'ti' 04 CITRUS GROVE 08" `u 4" �° 4piS4 04Lv 0 81 O CQ LIN - 0 DO p�' 04" 6 0" 4" ti�0 8 04" « 04" 04" � 4 �� 010" � W 1 � « • �y� i'6" �g 04.. pa 10.E .. \ \ `'^1•4+� 6 6�0 z:4 F+'# W p 06 + �ti Z a * 'ti ♦ I 1- «� ^o tip~ pal + 04" 04 04" e � ���°.��6 tib C�2 « +�6• + +tip > ABBREVIATIONS- �4.. 04' " 4 �4.. BM BENCH MARK ` tip• +�. ° . C) CALCULATED �` °� o0 4„ 0 ry P CBS CONCRETE BLOCK STRUCTURE I ^`� �� 4' CL t�, CB CATCH BASIN �� CONC CONCRETE �' 2 ESMT EASEMENT I �''0 06 ���, ��- ��o 0,4�� D4" U� EL ELEVATION �"� '` �' EB ELECTRIC 80X I _ � '�� r� « � � ~� FEDERAL EMERGENCY MANAGEMENT ASSC. ��' \ 0 24„ ti a'{a" «4.. e , °�° FH FIRE HYDRANT �► °� o ,y� ties° ti°�' 41 8, 4" 61 11 4, A FEMA • o T 24" ,o 1 � FD FOUND I ID IDENTIFICATION `� ' u Ytd.Yiie W�. 9 ��,IjS 4 6" �p� 4 S 8" 6'0 104" IP 3/4" IRON PIPE UNLESS NOTED I ��Z111 " ON ROD UNLESS NOTED v i n"Aft atm IR 5/8 IR ` \ 4,; 6' �� o`� 06" ° 4' «�oa6 4.. ° Z FF a w. -an FLOOR0 FH FIRE HYDRANT I ♦ 06" '0 ti 8 GT GAS TANK 4 " LL C LP LIGHT POST GUY GUY ANCHOR IRS IR WITH -CAP SET, PLS #5243 I � �' �� � +O. (D4" a O � co pLS/RLS SURVEYOR'S NUMBER 'O d " po + 4 tt OCQ NGVD NATIONAL GEODETIC VERTICAL DATUM 41 C+rJ 4"0 4" W4 E-4 OHW OVERHEAD WIRES q� w ORB OFFICIAL RECORD BOOK I `'� 4 a_ a lb < pa PB PLAT BOOK � PLT PLANTER s' 4� 4"s" �— a' PC POINT OF CURVATURE I 4" E--4 �+ PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT SURVEYOR'S NOTES $" E--4 " PP a n J" POLE PT POINT of TANGENCY HOLDING A BEARING OF 4$ V-4 WM WATER ME"fER 1. BEARINGS ARE AS SHOWN, 4 S 89'43'11" E ALONG THE NORTH LINE OF THE NE 1/4. w CQ SMH SEW1. MANHOLE LEGEND TSP TRAFFIC SIGNAL POLE ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO,I RS REGULATORY SIGN ro +0�9 + TMH TELEPHONE MANHOLE D° VALVE I 2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND TJB TELEPHONE JUNCTION BOX EXISTING MONUMENTATION. , 4 � � 12. Q DRAINAGE MANHOLE ® ELECTRIC BOX *-� CMP CORRUGATED METAL PIPE @ FIRE HYDRANT 3. i nLrj, HAS BEEN NO SEARCH OF THE PUBLIC RECORDS ♦ * 14' - N4E--- GUY ANCHOR ( ` SV SEWER VALVE ,a HONE BOX BY THIS FIRM. DMH DRAINAGE MANHOLE l o � WATER VALVE -�- POWER POLE CPASCO SEWER CLEANOUT Q 4. FIELD WORK COMPLETED ON JULY 12, 2004. ` �o �6 PE POOL EQUIPMENT PAD CURB INLET I DRAWN+~° 1 TRAFFIC SIGN 5. 1 mwu& ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN. ° CCB Fol WATER METER ` 4 4 lb 1 CHECKED k LIGHT POLE I 6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS O 4 O TELEPHONE MANHOLE SHOWN ON F.E.M.A. MAP NO. 12061CO089 E. DATED 5/4/89.10' _ �S SEWER MANHOLE I ` DMT ® WELL 7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF �` DATE RESIDENTIAL SURVEYS. TREE (UNKNOWN SPECIES) ( � \ ° 20' 05/11/04 0z=un I 8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICALLK:ALt DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH �� ` ala 1'= 0, OAK TREE (SIZE NOTED) I CORNER 87TH ST. AND C.R. 510, 45'± SOUTH OF CENTERLINE 6 87TH AND 50'f WEST OF CENTERLINE C.R. 510, EL= 21.435. ° 14„ 12 X108 NO. CYPRESS TREE I 0 SITE BENCHMARK IS AS SHOWN. ♦ . MAPLE TREE 1' BOUNDARY/TOPOGRAPHIC SURVEY 12., 0„8all 04-1124 PINE TREE I CERTIFIED T0: � ` \ goo+ 18'0'12,. i WAYNE KOZLOWSKI48 0" i SCHULKE, BITTLE & STODDARD, L.L.C. �- 2 3 OF SHEETS/ INI II , w C1 a 4. a's ° 400 CIO «✓ js Is ° Y SITE BENCHMARK « _ Ae 4 o TOP CM= 17,47' low 0000 '6111 0 1p� 10 til s� « ,an oa c� N PATCH �/ SST R O o '� Cn m : 'P ° r 1`Vtbi�l i i; l ! i p� ° `t: l�A ° � 'W/ � 2 �T, tij r -m 18 CMP OCD oO II ,��SS° �' oo fI .10S 1} N.INV=15.51' +I} 68„ X32,� k' r�S S.INV=15.89' ° Cm`6I, sQrns a ✓.s.II a 6s ICULVERT ? ° A.- E.INV=12.48' co 2 o on «,DITCH ENDS & DIT: W,INV-12.49 m Sts A +? y �I-r=� ...��.�t k -. ,y. i ,.—. _�, � r I. � ��•_..::��� s�5� 6' `9 'sub « ° its l� �s F }^ 9 .. �s , �} is .� 6' 6s ASPHALT ROAD � _ �✓ 'rc� it ✓� s3 1 'rci? �ss� b 1 Is }IA �'� T I `r�? IIA 1 ��Si �'rA 116' ` `S} / dS I I `9cS "� I �v' u I � ,� ,l 'le �� IA O SCrcS �00 �� �'} O S ✓s s st 6' �cS ? is S I ��6}jsI�9 2e®d 16 �✓eSte I IaI�d '�p0 LACONA STiEts' �� + IB I6 + ) �T it«� `S I 12” CMP 12 CMP 12" CMP 12" CMP 12" CMP 12" CMP " Ie I `sS c�iT+I6' F� vo vM 16 CMP O it SS lq ORCq Ch S 1S N,INV=13.72 N.INV=13.48 N.INV=14,32' N.INV=15.00 N.INV=15.10 N.INV=15.35' N.INV=15.58' O U U i 00 M S.INV=13.60' S.INV=14.02 S.INV=14.26' S.INV=14.85' S.INV=15.10' S.INV=15.25' x S.INV=15.56' 16" CMP N.INV=15.68 S.1NV=15.92' Q 0 z Iga tS v.,� II LO �. W 6 opt 0.q V W }} 3} aorCQ SEBASTIAN HIGHLANDS UNIT 11 t z? PB 7, PG 56 CID.- �Z�I�`S�'irS«Ir} • 06, -A- A —d « x p n. O� rn 0 Co Porn rh � U }i II �� U II 11 SAd r2 L`ZV� R CID II �'z z �zcn F rn z � •�Q .,�} co 0 I ✓9 a a d' O IS w� i?s I�C�� Cc7 rpt Ilk 4 U ^' I n II yI� cv S S`r SURVEYOR'S NOTES 1. BEARINGS ARE AS SHOWN. HOLDING A BEARING OF S 89.43'11" E ALONG THE NORTH LINE OF THE NE 1/4. ALL w ngn BEARINGS SHOWN ARE RELATIVE THERETO. 2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND EXISTING MONUMENTATION. 3. irirrj& HAS BEEN NO SEARCH OF THE PUBLIC RECORDS BY THIS FIRM. 4. FIELD WORK COMPLETED ON JULY 12, 2004. 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN. 6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS SHOWN ON F.E.M.A. MAP NO. 12061CO089 E, DATED 5/4/89. 7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF RESIDENTIAL SURVEYS. 8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH CORNER 87TH ST. AND C.R. 510, 45'f SOUTH OF CENTERLINE 87TH AND 50't WEST OF CENTERLINE C.R. 510, EL= 21.435. SITE BENCHMARK IS AS SHOWN. FA 'Vjkojan� BM BENCH MARK (C) CALCULATED CBS CONCRETE BLOCK STRUCTURE CL CENTERLINE CB CATCH BASIN CONC CONCRETE ESMT EASEMENT EL ELEVATION EB ELECTRIC BOX FEMA FEDERAL EMERGENCY MANAGEMENT ASSC. FH FIRE HYDRANT FD FOUND ID IDENTIFICATION IP 3/4" IRON PIPE UNLESS NOTED OTHERWISE IR 5/8" IRON ROD UNLESS NOTED OTHERWISE FF FINISH FLOOR FH FIRE HYDRANT GT GAS TANK LP LIGHT POST GUY GUY ANCHOR IRS IR WITH CAP SET, PLS #5243 PLS/RLS SURVEYOR'S NUMBER NGVD NATIONAL GEODETIC VERTICAL DATUM OHW OVERHEAD WIRES ORB OFFICIAL RECORD BOOK PB PLAT BOOK PLT PLANTER PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PP POWER POLE PT POINT OF TANGENCY WM WATER METER SMH SEWER MANHOLE TSP TRAFFIC SIGNAL POLE RS REGULATORY SIGN TMH TELEPHONE MANHOLE TJB TELEPHONE JUNCTION BOX CMP CORRUGATED METAL PIPE WV WATER VALVE SV SEWER VALVE DMH DRAINAGE MANHOLE SCO SEWER CLEANOUT PE POOL EQUIPMENT PAD LEGEND >a VALVE ® ELECTRIC BOX 0 DRAINAGE MANHOLE 10 FIRE HYDRANT I— GUY ANCHOR ® TELEPHONE BOX —o— POWER POLE CURB INLET Q -� TRAFFIC SIGN Q WATER DIETER LIGHT POLE O TELEPHONE MANHOLE OO SEWER MANHOLE WELL TREE (UNKNOWN SPECIES) SHRUB OAK TREE (SIZE NOTED) CYPRESS TREE MAPLE TREE PINE TREE BOUNDARY/TOPOGRAPHIC SURVEY CERTIFIED T0: WAYNE KOZLOWSKI SCHULKE, BITTLE & STODDARD, L.L.C. 1 REVISIONS BY LADDER TREES & WETLANDS CCB \ 7i194b / 3 OF DRAWN CCB CHECKED DMT DATE 05/11/04 WAL t: 1"=60' JM NO. 04-1124 fm T 04A0