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HomeMy WebLinkAboutTemp Fence Location 0 Atlantic Ocean MEAN HIGz 0'NAVD CONTOUR C,s0 E EVAT ION 0.51'(NAVD88) K (n 1jIQ AS LOCATED NOV.27,2020 G`-550 Ld GRAPHIC SCALE RTC 0' c_so o_ 50 0 25 50 100 200 0' 1 SEASONAL HIGH WATER LINE ELEVATION=5.2T(NAVD88) AS LOCATED NOV.27,2020 Xk0 x�. ( y R IN FEET ) X^ 9 SEAWARD DUNE b X Xh x xO0 1 inch = 50 f1 VEGETATION LINE X X9 x11h X bk x p 41�x X x ox �y h0 x x CONSERVATION EASEMENT •y 0 ^Ix yx x _x X ^� ^,max 6 (PER ORB 2424.PG 292) 1• X Oi X COASTAL CONSTRUCTION CONTROL LINE 1 1� r�O �9 0 •� .` 1 110 RECORDED 11Y20772 IN PLAT BOOK U \ ZONE "VE" ZONE "VE" soh (BFE 9) y o II (BFE 9) o r o m o i 1 Xti• w w Z Z Y CONSERVATION EASEMENT )? o �+ (,-) -, W (PER ORB 2424.PG 292) X �.`ti' cn w w a 0 M U N 0 LINE OF CONSTRUCTION 1 X Z_O-O() ~pW ?J K1. d' W 6 =(.OH WOwYHN7 a.s< W p =c 1 , N 7 Q f f F 7 7 I, 7 W W S Z QQ PROPOSED SILT FENCE A• - 1 "+r '+,l ' ,f" 'POOL' ;.'/( ::: : +f, 71 71, ::lr (0 p= t F O Z O W J ZONE "A 0" '+7,1",1 '+a, +u, n „'' ' u „+ o f OPROPE T SOUTH z o p W o m '��f�' "+11r17!' ll'llllfl' "71,17171'+ ,.�f+l. I ._:'' ,'/I,I,:�l!' .':!' 11" "71 '+tf �1 I7'+71,"If ��I PROPERTY LINE �i a, p �V d'J Z S (2' TH) ir' i' \ 'r'+ " lii " rIr " tir' ��W F-p o-z z_ "1 rp 4r \ ly \ X pwx=pW�ww3pp_ , 7 I \ ,t♦1 I�, �' ����� '\ W Z J p ww OWOL C O X 7p' <, < < <V I I] <, 4- <, <, ;yq �. < < < ZONE "AO" _�__"� YZV 7p r < < < 'I- F-a33w�'�3w�ac) Sos xo' 7°' 10, 70, 10, °' 70, 7°. 70, 70, I ( ) (im �. _ 7°• 7°• 7°• 7°• 70, 70, 70, 7°. 70, m' 70' 70' 2' DEPTH 0 / 1ST LEVO T O 6 O O 11 1 \ 7g7THIR 13 14 tut OTEL (b PROPOSED IMPORTED FILL ST LEVEL SST LEVEL 1ST L EL 1ST LEVEL 1ST L 1ST L 1ST LEVEL 1ST L xT LEVEL 1 c R' 1ST LEVEL iSTXEVEL1 ST 1ST LEVEL 1S1 LEVEL 1ST LEVEL 1ST LEVEL 1ST LEVEL 1ST LEVEL �• MATERIAL TO BE USED SEAWARD OF ''I / FF EL=9.1 FF EL=9.1 TLEVEL FF EL=9.1 ` FF EL=9.1 FFE =9.1 FF EL=9.1 FF EL=9.1 FF EL=9.1 FF EL=9.1 FF EL=9.1 PROPOSED3 X FF EL=10.1 1SEL=10. FF EL=10.1 FEL=10. FF EL=10.1 STL=VEL FF EL=9.1 FF EL=9.1 FF EL=9.1 FF EL=9.1 FF EL=9.1 FF EL=9.1 FF EL=9.1 THE CCCL SHALL COMPLY WITH THE mac/ GARAGE GARAGE FF EL=9.1 GARAGE GARAGE G GE G GREASE TRAPS FGARAGE.1 FGARAGE.1 FF EL=10.1 GARAGE GARAGE f^ FF EL 7.1 FF EL 7.1 GARAGE S GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE b• SPECIFICATIONS/CRITERIA OF V FF EL 7.1 FF EL 7.1 F L7.1 EXHIBITS L7.1 FF EL 7. FF EL 7.1 1,200 GALLONS EACH FF EL 7.1 FEL 7. n / FF EL 7.1 ^ FF EL 7.1 FF EL 7.1 0_ CLUBHOUSE FF EL 8.1 FF EL 8.1 FF EL 8.1 FF EL 8.1 FF EL 8.1 FF EL 8.1 FF EL 7.1 FF EL 7.1 FF EL 7.1 � FEL 7.1 FF EL 7.1 SUBSECTION 62-B-33.005(7),F.A.C. 1ST FLOOR F LE � O J X NOTE: I\\ EXISTING OVERHEAD POWER AND PROPOSED TEE � � D$-11 p:• (SEE SHEET C-503) 200 LF PROPOSED TEE h O CABLE LINES TO BE PLACED V DS_25 F (SEE SHEET C503) P 210 LF k' FLOODPLAIN D E 2"ADS-N12 DS-26 291 LF 12" 200 LF12" PROPOSED TEE UNDERGROUND. I � I 12 ADS-N12 � X (SEE SHEET C-503) (PENDING UTILITIES APPROVAL) CV A _ ADS- D$-27 7� ADS-N12 X D$-28 BOUNDARY --- ?FLFj _ G J DS 6 41 LF Y 66.5 LF 8" CSEWER PE DCUR - - AD N-12- (TYPICAL) --rt - -- - --- 457 FS+��- �� Qo X a 84 LF 12" - -- - - - - - - -- �X C WATER MAIN / o - - - ---_ - - - s�� --�� \ N. ' N ADS-N72 O _ $$.y �' TYPE DP_URB_ - T $.P� 41 LF P SEEWE - Y/ TVPE����- - 7!� Soc J Q $$-2 L 8'PVC S ER M D.MIAMI C RB TER MAN p OP.DOUBL 180 LF r /C S V $-1 TYPE FCUR 0.40%SLO SEW SERVICE P S DS_5 �` 8"PVC 1 UR k ROP SIN PROPOSED SI TFENCE Q \� WATER MAIN I TYPE F CUR TYPE F URE X OD MIAMI CURB TypE F CURB 3W LF 8"PVC SEWER 8"PVC WATER MAIN S RVICE 1 J\ O 1 1 s LF of s°Pvc 5-14 II ,, g WATER MAIN / \ W 2 O - • _ _ _ _ FIRE HYDRApNT `` `\ �� -'' �''ER K /7 / \ U- COASTAL CONSTRUCTION JJ //7 1 ❑ •❑ •❑ •❑ 16 F 8"PVC CONTROL LINE 4 5 6 7 0.40%SR10s.� �� �'� a x 1 CONTROL LINE O / PROPOSED 1 O'1 PROPOSED• / 8"PVC WAVER MAIN RECORDED 09/15/88IN O .40%S 1 •• ^ • •• 11 ,12 , 0' TYPE DCURB 34 LF gSTAL CONSTRUCTIO FIRE HYDRANT PB 26,PG 26. FIRE HYDRANT v _ •i D$-$ D CURB h' E FF EL=].5 14.7' PROPOSED / PB 26,PG 26. CO C) ❑ ❑ RECORDED 09/15/8 (fl 3 4 ^6 \ FIRE HYDRANT / FF EL=7.5 x 7 , 16 `-TOCENTRAL AMENITY5,627 BE 3 4 6 C % 0 �J FF EL- 12' 12' 12' O L 12' -TOTAL AREA=5,627 SF X / �� Q 0 FFO.5 FF EL FF EL FF EL ` 6 17' 10' FLOODPLAIN I� , 6 OUANALAO NORTH / � FF EL -IMPERVIOUS AREA FF EL FF EL=7.5 PROPERTY LINE / / FF EL=7.5 ALLOWANCE=4,000 SF �� W O w J � � X � BOUNDARY Q o m (L ZONE "X" / / 1❑ x ELIDS-15 y (TYPICAL) Q (0.2% ANNUAL ANCE) i R x hti DS-9 DF / i C'so6 C\\� o %_j w DS-12 , X l �� ZONE "X" O ' Z LL Cl) ` C. p 7 / O J 140LF8"PVCSEWER of GATE 17 Xh l x (0.27. ANNUAL CHANCE) `� Z LJJ C\ISOV FF EL=7.0 0.40%SLOPEHHHHH I WALE O N \ ti • FF EL=7.5 I 12.6' T PVC WATER MAIN O / / N ' 132 LF 8"•C ER • �• PROPOSED 14,207 F 77 LF 18' 1 0 • REMOVE EXISTING W PLUG N v, N \ / 3 / '� 0.44% L E x 16.1' ADS-N12 INSTALL 8"PVC WM N153LF / X o SS-7 f I ♦ 1 I OF ADH STORMTAMBERSE H 6 18 (EL 0� u FF EL=7.,, •, / Ax [� o/ N /6 8"PVC / .• 68 LF 24"ADS-N12 10' C W `j VJ (V �7ATER MAIN / 14 7 1•] 14 � $$_B a- FF EL=7.0 J � fi].5LF 24"ADS-N12' 45 LF24'ADSN12 1D� FF .0 'FF EL=7.0 45.5 LF Q I w ZONE "AE" l / �l Og 11 O I X 15 FEL=7.0 LIFT D$-16 36• 8"=VC WATER MAIN W O Q BFE IS / / 90 LF 18° FF EL=7.0 STATION - DS 18 FF EL=7.0 -- FF EL=7.0 DS-19 f TMP F 15' EXISTING 8'GV COUNTY ( 1 ING PUMP ST N D$-1 • ADS-N12 FF EL=7.0 0'' / _ w L� Q NV.ELEV.=1.27 / / FF EL X SWAL FIRE HYDRANT ELEV.=2.73 . Q 1_ TOP=7.12 FF EL=7.0 50 LF 6" DS-24 EXISTING TOP OF VALVE = \ �' R EXISTING 4"FM WET WELL=9.50 FE DE / 16' 15' TROL DS-17 qpS_ 12 REMOVE EXIS ING LUG PROPOSED SILT FENCE SW •FH Q p( DS-23 OPOSED INST 35 OF ' in x - - - EXISTING FH CONNECT TO EXIST.SAN N J b 10 15' 15 LF 8"PV SEWER LT FENCE TH FIR ANTA X�N „o$ TOP FBERM=7.7' TOP OF � EXISTING I4"PVC RE _ MATCH ELEVATION 1A_ X �' 31 LF 18"ADS-N12 � � TWCi CE RELOCATED TOP OF BERM=7.T oLLu lJ NIXIE Z EXISTING 2"REUSE MAI ( , O q� tE HYDRANT X • . . EJI • IX IX EXISTING 16"SAN.FM u PLUG TOP OF MAIN _ 90 LF OF 4"PVC FM 0�- ., � � IX EX FM � � O � 5 LF 18"ADS-N12 SWALE �� T -� EX � EX FM \ 38 LF 12"RCP ELF OF 4"D�RECT BORE _ . • jE� ISXTING 12"WM J Q /j I 53 LF D PROPOSED SILT FENCE _ (STUBOUT TO WES ry -''1 `1• _ IX x� IX M �i U m Q / I 8"PVC �X W.I = 4"x4"x4"TEE TOP OF BERM=7.T , • R 7 1- W WATER MAIN 1 DS-20 •©� .. . . WAI WM C' EX FM X 0� LO LL J )UT i(-- ZRE�CATE�D X 4" ° i ' J' ISTING 14'r• E MAI• IX WM EX WM EX RE nj' -tEX F�-�- �;^ _ 0 Of D_ / T01'OF BERM=7.7' �� SIDEWALK s • X RE EX o CHANCE I..V a^Gv - ��- - Ex "o7rfrvrt[DE -E 1 -N� TOPI FBERM=7.T . FOF. X WM EX FM 4 _ � XISTING 12"WATER MAIN � E RE �T P��VE� M1p-� ^ X � L.LJ LU EXIST NG FH - ux • W FM ,r- EX ) FM t� k• EX WM - Q (� I- '^9m aLLu >• EX EX _ U / N d S70 FT.FROM NW CORNE ` �• • ' EX VIM EX E' Q� STATE ROAD A-1-A - EXISTING 2"REUSE MAIN �(YIM yXEX FM h 'S' h �x�' V - - FIA O EXISTING TOP OF.3 MES INV=3.8 -EX WM - - - ` ' ♦♦�) • • •• EX - EXISTING 16"SANITARY ��A E � - �( � � V./ ELEV.X VM �y p� FORCE MAIN i I\ H -FIRE HYDRANT - - l- V - -��-+�7( -IX = EXISTING 16"x 8"TAPPING M k - ZONE "AE" EXISTING 16"WM - TO REMAIN �.,7� EX wM FPL EASEMENT -yr EX RE p(FM 18"x4"TAPPING VALVE AN 4)' O X SLEEVE AND VALVE - _ X RE - - EX RE X E (PER ORB 2640.PG 2402) - p ? J . r . SLf�EVE WITH 4"GATE VALVE p• o X R , 1_ t• • EX / - o� -�►�� X X - -Ex WM -Ex FM -x- -Ex FM - y. a -X _ _ •► _ - - - yo 705'± X - I� Q - - - -- - Ex x Z \ -EX RE EX I m EX .EXISTING 14"REUSE pryry x �1• ^D9 Ex �'� 9 x nI O �y EXISTING I6"SANITARV ti' \ ° `•+`+ EXIST110C^Mi X18"TAPPING A EXISTING IT x 8" o FORCE MAIN ^E� EX WM \ x O + + SLEEVE AND VALVE TAPPING SLEEVE AND VALVE M• EX VIM �,• +` +��`+` ` . V _ EX Si / EXISTING 2"REUSE MAIN. 89°56'21"E O EXISTING 8"WM -Ex wM - Lu U - -EX wM -EX RE - - -EX E95't - � 2eE 4"GVON4"PLUG xa z z 3 =!• ;A+` ` 21.35' U T U) EX wm - - -EX 120 -EX RE - -EX RE `. _ EXISTING 2" I 1 I K,.yssy:-�1'•.�p.�sK.;t•.0.t•.CL t•.C.;,t,.C�i•.e.;i•`}.�e.;S•.e.;i•.e., `I,,`Kp Q MAIN PLUG .�'•i .•(r•.,bn..'ia.:. Y- ?1.r' �`+•` + • + Z - '± REUSE ;7^r'z^7• ''•xa•;>r'•xa•',r.•xa•;�'•za +27':.•+27'::5. ` `•`++ a 150'± O \ EXISTING 2'REUSE MAIN TOP OF EL U EXISTING 16"x 8"TAPPING PELICAN \ \ EXISTING 2'REUSE MAIN 0 / S SLEEVE AND VALVE �/ I TOP OF MAIN ••� z TOP V.VALVE L POINTE / I / �1C+ + + ///��� ELEV.=A +ti� z 1 I TREATMENT / ?s ` ` Q V/L PLANT UJ z z V z ZONE "AE" / `•`+ •`+ z J z (BFE 5) +�.�.` ++ •� •/ Q J I `•`ice / COTTAGE WATER SERVICE TABLE VILLA WATER SERVICE TABLE J J J o x-xx PROPOSED STORM WATER STRUCTURE TABLE ��/ / BLDG# SERVED BY DOMESTIC FIRE BLDG# O GEN R GRADING NOTES: a >MALL SIDEWALKS, NEW & RECONSTRUCTED SHALL / METER# METER METER SERVED BY DOMESTIC FIRE N - METER# METER METER Q J INV Q �TRUCTTREE TOP NORTH SOUTHERWEST EAST STATION OFFSET MISC , /TS i 1 MEETMAXA2%REQUIREMENTS: CCROSS SLOPE NOTES:1. ALL UTILITIES MUST BE PLACED UNDERGROUND PURSUANT TO THE ST. LUCIE COUNTY LAND O1 0 YES NO 0 Q YES YES w z (n DS 01 TYPE'C' 5.80 4.60 / 1.2. MAX 5% LONGITUDINAL SLOPE DEVELOPMENT REGULATION (LDR). > - DS 02 MOD. MIAMI 6.30 3.00 3.00 3.00 / 1.3. MIN 5' x 5' LANDING AT CHANGE IN DIRECTION, 2. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITY LINES AND STRUCTURES PRIOR Indian River Lagoon O2 ❑2 YES NO O2 © YES YES O 0 o AT 2% MAX SLOPE ALL WAYS TO CONSTRUCTION. (n DS-03 TYPE'C' 6.40 3.60 3.60 �j 1.4. MAX 12:1 SLOPE, MAX 6' IN LENGTH FOR 3. THE PROJECT SITE DOES NOT APPEAR TO CONTAIN ANY JURISDICTIONAL WETLANDS OR O3 ❑3 YES NO O3 © YES YES Q z ARCHAEOLOGICAL RESOURCES. LL = DS-04 MOD. MIAMI 6.30 2.90 2.90 2.90 / RAMPS. LENGTH MAY BE INCREASE IF HANDRAIL O4 ® YES NO O4 ❑D YES YES v IS PROVIDED 4. EASEMENTS AS REQUIRED SHALL BE RECORDED AS SEPARATE INSTRUMENTS. ff nn DS-05 TYPE'C' 6.30 2.70 2.10 2. ALL SLOPES 6:1 OR STEEPER SHALL BE STABILIZED 5. PROPOSED FT. PIERCE UTILITY AUTHORITY PUBLIC WATER. V = DS-06 TYPE'C' 6.50 2.70 2.70 / WITH SOD. 6. PROPOSED FT. PIERCE UTILITY AUTHORITY PUBLIC SEWER. O5 ❑5 YES NO O5 ❑E YES YES (n 3. PAVEMENT SHOWING ® 2%. IT SHALL NOT BE LESS 7. GARBAGE SHALL BE HANDLED WITH THE DUMPSTERS INDICATED ON PLANS. CONDOMINIUMS w DS-07 TYPE'C' 6.30 2.10 2.60 THAN 1.5% HAVE A DEDICATED EXTERIOR CURB-SIDE PICK-UP AREA. LEGEND SYMBOL LEGEND © YES NO © ❑F YES YES Fn DS-08 TYPE'C' 6.80 2.10 4. SIDEWALK SHALL NOT BE MORE THAN 2.0% OR LESS 8. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL ST. LUCIE COUNTY STANDARDS AND Q Q DS-09 MOD.MIAMI 6.60 3.00 THAN 1.0% SPECIFICATIONS. rP-z10 FTP-21-06 HANDICAPPED 7O ❑7 YES NO O7 © YES YES W 9. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER FT. PIERCE UTILITY AUTHORITY UTILITY PARKING SIGN ` PROPOSED STORM DRAINAGE PIPE 0 z DS-10 MOD.MIAMI 6.60 4.40 2.90 2.90 STANDARDS AND SPECIFICATIONS. GENERAL CONSTRUCTION NOTES: E 1❑ YES NO H❑ YES YESLoQ DS-11 TYPE'C' 6.70 2.70 2.70 10. ALL TRAFFIC SIGNS SHALL MEET THE STANDARDS OF THE 'MANUAL ON UNIFORM TRAFFIC Ta-zz-a FTP-22-06 HANDICAPPED -^-- DIRECTION OF FLOW � � Ln 1. SEE SITE PLAN SHEET FOR PAVEMENT MARKING AND SIGN PLACEMENT. PARKING SIGN w DS-12 TYPE'C' 6.50 2.40 2.50 2. ALL PIPE NOTED AS ADS SHALL BE ADS N-12 OR APPROVED EQUAL. CONTROL DEVICES,' LATEST EDITION. O9 1❑ YES NO Og I❑ YES YES 0 O J = 11. ALL PROPOSED TRAFFIC CONTROL DEVICES SHOWN ON SITE TO BE PER THE 'MANUAL ON EXISTING GRADE n DS-13 TYPE'C' 6.80 2.80 2.70 3. PROPOSED FFE MAY CHANGE BASED ON AS-BUILT CONDITIONS. UNIFORM TRAFFIC CONTROL DEVICES. 10 2 YES YES 10 J YES YES 0 z M r) ACTUAL HOME SITE STRUCTURE LOCATION AND OTHER FUTURE ❑ ❑ DS-14 TYPE'C' 6.30 3.20 3.25 CONDITIONS. 12. ANY ABANDONED FLOW WELLS FOUND ON SITE SHALL BE PLUGGED PURSUANT TO D.O.H. AND STOP �'� PROPOSED GRADE Q " d S.J.R REGULATIONS. R1-1 R1-1 30"STOP SIGN 11 3 YES YES 11 ❑K YES YES W uJ =DS-15 TYPE'C' 6.20 3.45 3.45 4. ALL WATER SERVICES MUST BE CONTINUOUS FROM THE MAIN, NO 0 8 ❑ 0 13. ALL CROSS WALKS SHALL HAVE TRUNCATED DOME WARNING SURFACE SYMBOL ON THE U(� DS-16 MOD.MIAMI 6.70 2.70 3.30 2.70 SPLICING. EXISTING FIRE HYDRANT ASSEMBLY U N 5. SEWER CLEANOUTS IN DRIVEWAYS MUST BE TRAFFIC BEARING SIDEWALK ADJACENT TO THE PAVED DRIVEWAY PER FDOT STANDARD PLANS INDEX NO. 12 ® YES YES 12 © YES YES Q z DS-17 MOD.MIAMI 6.70 2.50 2.50 MINI-MANHOLE TYPES. 522-002, LATEST EDITION. 0 W 14. CONTRACTOR SHALL PROVIDE TEMPORARY WORK ZONE PAINTED PAVEMENT MARKINGS FOR PROP ASPHALT PAVED ROAD pd EXISTING VALVE 13 5 YES YES 13 N YES YES Q z DS-18 TYPE'C' 6.00 2.40 2.40 2.40 2.70 6. WHERE DRAINAGE PIPE WILL HAVE LESS THAN 24" OF COVER MAINTENANCE OF TRAFFIC IN CONSTRUCTION AREAS IN CLOSE CONFORMITY WITH THE LINES O ❑ 0 ❑ J = m O DS-19 TYPE'C' 6.00 2.10 2.30 2.30 2.10 AND DETAILS SHOWN ON THE PLANS AND REFERENCED STANDARDS. APPLY WORK ZONE PROP CONCRETE AREAS STRUCTURE TAG 14 © YES YES 14 ❑O YES YES Q ~ z U PAVEMENT MARKINGS, INCLUDING ARROWS AND MESSAGES, BEFORE THE END OF THE DAY IF XX-XX Q DS-20 TYPE'D' 6.40 3.10 3.10 O (SEE THIS SHEET FOR TABLES) z � W W � THE ROAD IS TO BE OPEN TO TRAFFIC. THE WORK ZONE PAVEMENT MARKINGS SHALL BE o DS-21 TYPE'C' 4.10 3.70 STRIPING KEY MAINTAINED AND RE-STRIPED AS NEEDED UNTIL FINAL PAVEMENT MARKINGS ARE APPLIED. 1:12 SLOPE(MAX)AT SIDEWALK, MAX 15 ❑7 YES YES 15 © YES YES Q O � - } 15. ALL PAVEMENT MARKINGS IN THE RIGHT-OF-WAY SHALL BE 90 MIL., EXTRUDED TYPE, ALKYD " U w DS-22 TYPE'D' 6.50 3.00 3.00 A=6"SOLID WHITE BASE THERMOPLASTIC. 6'LENGTH, MAX 2/o CROSS SLOPE PROPOSED CATCH BASIN 16 ® YES NO 16 ® YES YES Q O LLJ DS 23 TYPED' 6.00 2.20 2.20 2.10 TRAFFIC SIGNS O J B=8"SOLID WHITE 16. ALL STRIPES AND PAVEMENT MARKING AREAS IN PARKING AREAS AND DRIVEWAYS SHALL BE z DS-24 TYPE'C' 5.00 2.20 C=12"SOLID WHITE PAINTED; EXCEPT AT THE INTERSECTION WITH A PRIVATE DRIVE TO A PUBLIC ROAD: THE STOP ® PROPOSED M. E.S. 17 ® YES NO 17 ® YES YES Q DS-25 18"YARD 6.60 3.20 3.20 3.20 D=18"SOLID WHITE BAR, CROSSWALK STRIPES, ARROWS AND C.L. STRIPE (MIN. 40 FT) ON DRIVEWAYS SHALL ALSO DO NOT ti p E=24' SOLID WHITE BE THERMOPLASTIC. 0 R5-1 R5-1 30'Do NOT o? PROPOSED MOD. MIAMI INLET 18 ❑9 YES YES 18 S❑ YES YES (n DS-26 18"YARD 6.60 3.10 3.10 3.10 17. ALL STOP SIGNS SHALL BE HIGH INTENSITY RETRO-REFLECTIVETY GRADE. ENTER ENTER sIGN F=6"SKIP WHITE TYP(10'-30') 19 10 YES YES 19 T❑ YES YES m DS-27 18"YARD 5.00 3.00 2.90 EXISTING OVERHEAD POWERLINE o G=6"SKIP WHITE TYP(6'-10') GENERAL NOTES: w DS-28 18"YARD 5.00 3.40 3.40 3.45 H=6"SKIP WHITE TYP(2'-4') 1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT LOCATION -w w- 20 11 YES YES 20 U❑ YES YES I=6"SOLID YELLOW SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES PROPOSED WATER SERVICE U) ENGINEER CERTIFICATION J=18"SOLID YELLOW SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY 21 12 YES YES 21 V❑ YES YES X-XX w11-z w11-2 PEDESTRIAN -S s- PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER STRUCTURE TABLE K=6"DOUBLE YELLOW CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. CROSSING SIGN ❑JOSEPH W. SCHULKE 2. THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF 22 13 YES NO 22 W YES YES FL. REG. NO. 47048 � L=6"SKIP YELLOW TYP(10'-30') O ❑ �, STRUCTURE TOP INVERTS STATION OFFSET MISC M=6"SKIP YELLOW TYP(6' 10') ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT COMPANY REPRESENTATIVES CAN BE ❑JODAH B. BITLE # TYPE NORTH SOUTH WEST EAST N=6"SKIP YELLOW TYP(6'-1 PRESENT. 23 10 YES NO 23 X❑ YES YES FL. REG. NO. 57396 SS-01 MANHOLE 6.30 0.80 P=RPM MONO DIRECTIONAL WHITE/MONO 3. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH ❑WILLIAM P. STODDARD N FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. ONE 24 11 YES NO 24 Y❑ YES YES FL. REG. NO. 57605 Q(V SS-02 MANHOLE 6.20 0.50 0.40 0.91 Q=RPM BI-DIRECTIONAL AMBER/AMBER 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN WAY R6-2L R6-2L ONE WAY SIGN N SS-03 MANHOLE 6.60 (-)0.96 (-)2.13 (-)2.23 R=FDP WHITE PLACE. ♦ 25 12 YES NO 25 ❑Z YES YES N S=FDP YELLOW 5. THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS 48 SS-04 MANHOLE 6.90 ( )1.47 (-)1.37 T=RPM BI-DIREC.WHITE/RED HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. DATE: o SS-05 MANHOLE 7.30 (-)0.60 (-)0.50 6. KNOWN UTILITIES: METER M TO SERVICE CLUBHOUSE SHEET Q SS-06 MANHOLE 6.50 1.00 NOTE: FDP DENOTES FLEXIBLE DELINEATOR POST. AT&T (772) 460-4443 O 0 F_ SS-07 MANHOLE 6.50 1.50 COMCAST CABLE (772) 567-3444 PRELIMINARY PLANS CO SS-08 MANHOLE 6.90 (-)3.10 (-)3.00 SLC UTILITIES (772) 462-1150 FPUA (772) 466-1600 NOT APPROVED FOR CONSTRUCTION PROJECT NO. SS-08 LIFT STATION 7.00 (-)3.30 20-137