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Home My WebLink AboutMINOR SITE PLANW t Z Z i 6 ✓1 W �CHLLxz ON' Wp'7yfvO� y LL z m LPSl w i 30 0 15 30 60 ( IN FEET ) I 1 inch = 30 ft. LEGEND HANDICAP STALL TRAFFIC FLOW DIRECTION O NUMBER OF PARKING SPACES - --- EXISTING WATER MAIN - EXISTING FORCE MAIN - EXISTING EDGE OF PAVEMENT _-7- E3 PROPOSED CATCH BASIN O PROPOSED CLEAN OUT PROPOSED ASPHALT PAVEMENT ❑ PROPOSED SITE LIGHTING W/ 25' MOUNTING HEIGHT 2.375" LIAM. GALVANIZED STEEL TUBE PAINT TO MATCH BUILDING COLOR SURFACE FLANGE MOUNT WITH STAINLESS STEEL ANCHOR BOLTS (TYP.)- (to RtMAIiyl PORTION OF LOT 2, BLOCK 1 ST LUCIE GARDENS CITY OF PORT ST. LUCIE ZONING'. GU/SEU - GENERAL U5E/SPECIAL EXCEPTION FUTURE LAND USE: UTILITIES CURRENT USE: RADIO STATION & TOWER EX. SHELLROCK PARKING AREA (TO REMAIN) EX. ASPHALT PAVEMENT (TO REMAIN) �J 126.6' PORTION OF LOT 2, BLOCK 1 ST LUCIE GARDENS CITY OF PORT ST. LUCIE ZONING: GUVSEU - GENERAL USE/SPECIAL EXCEPTION FUTURE LAND USRI UTILITIES CURRENT USE'. UTILITY TOWER 15" OAK O ill, 24" OAK 20" OOAAK,, 7C� N00°O1'54"W 176.67' y,"S 0 DRY DETENTION AREA O` rn � 7 m PROP. 12'x12' CONC. DUMPSTER PAD r __ W/ 5' HIGH MASONRY WALLS & OPAQUE GATES (SEE DETAIL) I ' "O R\ 5'I 2 -11 SI II WALL PACK8192' LOADING �/ u MOUNTED AT ZONE 11.5 ABOVE FFE (TYP.) PROP. CONC. R12' R3' \ \ PORTION OF LOT I, BLOCK 1 \\ `\ RDENS ST. LUCIEOF STCCC CITY OF PORT ST. LUCIE ZONING CG - GENERALAL COMMERCIAL I FUTURE LAND USE'. COMMERCIAL LIMITED \Vj r,� oa 5 HE CURRENT USE� BSi VACANT 32'OAK I EX. STORAGE i YARD d ( ( PORTION OF LOT I, BLOCK ST, LUCIE GARDENS I ST LUCIE COUNTY 1 ZONING: / IL- INDUSTRIAL LIGHT FUTURE LAND USE: IND- INDUSTRIAL 16.34' I 1 s II I CURRENT USE: FLEX OFFICE/SHOPS/ SERVICES PAVEMENT ,1. 16.47' m PROP. (TYPJ 1-STORY CBS ' DISCOUNT STORE 912' GRO55 FLOOR AREA = 8,593 S.F. o 330 a W F.F.E. = 15.25 N.A.V.D. 1988 ' STAMPED CONIC :O 8 PROP. I0 PAVT. R15 O � R20' EX. BLDG. EX. CONC, PARKING AREA �x CONC. , EXISTING I PROP. ALUMINUM & STEEL I WATER 5. 18 34.6' 18 10' r7 CROSS ACCESS POLE BARN I X. 10.00' SERVICE I ' EASEMENT LONE I m m I PROP. a `- -:O P. $ (6) BIKE _ M - SPACES 'O ° 4 I EX. I .N ASPHALT I EX. i I �'SJ• PAVEMENT I I &-D& 16' oo O ' 0 35' I I m 1 PROP. 12' 12' INGRESS/EGRESS I BLDG, ' EASEMENT S 1266 EWER 8 W RI N H 48" OAR. u0'I U1 w C= PROP. .PROP. o, - u' I a II ,o ¢ w N PAVT. rn PT, .O ¢ � m rn EX. AV U) N ION z CONIC. NO ¢ => p 4 R3' I I PARKING Q L" w 10.17' AREA I t. ON PROP. O©10' PROP. - I L I C 119-991-TH L40 5' SIGNGRINDER _ _ (TYP.) STATION A '>1 PROP PROP PROP EX R-O-W r i v EASEMENT FORCE MAIN OUTFACE 20'x2O' UTILITY I -----.--_ o° '' PIPE EX. ASPHALT LOCATION ESB 'aHT �. DRIVEWAY EASEMENT m®.�®.a.sv.aa.. NPRON ESB EX 6 LONG SIDEWALK N 00°00 00 E 177.24'------------------------ ESB EX. 6' LONG. SIDEWALK - _ - Ex. A-u I T PROP. _ ' y> M I GRATE EL, 11.89 I I 10' UTILITY 4 T� X / a EINV. EL. 8.94 I I y s �_ __._ � - .•__._ EASEMENT--- wx,o _ _T y , f c i - i1 3 uri 1( __ r r> _ F M --- FM -._ N _ -___. _ -`�"- "'---r'`�__.=t.__=�'---{ter------°=�L_ -- '-J r Y 'Y Y r.� `..yA. �, 3. >� � i .. /. % �' T' r£ _ LENNARD ROAD ar y r > D F `<. yT Yxy Yy ^:�'L .13{ <r > yx ;.�T, ,: ,, y�y�r Ty yx 'r T y r `� --- (CITY OF PORT ST. LUCIE OWNED & MAINTAINED PAVED 100' R/W) "� F a ----------------------------------------------------- --- ------------- - ------ - --------------- -- < r EX E A-12 . rEx_T POLY -- TOP EL. 1214 W / WAT k SERVIC.0 - ' EX. A-9 s N INV. EL. 9.22 I h TOP EL i2.73 0 '- EX A-13 .-� 5 INV. EL. 6.48 I I x N INV. E 2 9,44 GRATE EL 12.89 ®._ '-." "-"""'o, ..,_.._®._ EINV. EL 874 ii^ _ - 5INV EL 944 ' NINV-EL649 WINV.EL 84911 `- �-�`. ,EINV EL 892 __ w SINY. EL 6.65 r��_________________________________ ____-______--_--_-__________________________________________________--______--_. _____________________________ _ __ _ _ ___y� Ir_ ___ R y r - ____-I it---___ _ _ _ -_m_ k �.________ _ t-.- EX. 36°RCP _____ _ ___ ________ ____________ ___ ___________________ ___________-_ ________ _ --__ _�_____ e._ .v..._____�r...�..... = ------------------- --'- 4 )%------------M__.�=- --�9"$� _ - k > EX c'WAT.R ir,•.-. Lam._ ��- (/-� •il:-,?--1'IIIvT �r'.'_-- __-rGr.':-----.. _.: ,,a WM WMi--....... WM -.- "-ec- VJM ----- Ntvi ,'.�_._ b•/Mb _Q WM _....._ WM _.._ nr t•, , V,t4t WM.i WM ,a_ r:.y,+P __ ____ ;:.1 ,_ •,a WA'Ir vll EX. B' CONC. SIDEWALK - __-- i�'r�_ - - V<A'+ �-�-_.-� - MELALEUCA BLVD. _ r_ -- ••- _ EX. EX.6 CONC SIDEWALK �. °� PA ) -- ---------_--'____-- 'Siv€wA _ (PAVED 60' R/W SIGN No. FTP-21-06 2. 16 ' 8" I-� 7" PORT. CEMENT CONCRETE PAVEMENT (4,000 PSI) 1.25" TYPE SP 9.5 PRIMECOAT SEALANT TO BE APPLIED PROJECT STATEMENT: AND FTP-22-06 I ON TOP OF BASE COURSE THE PROJECT CONSISTS OF THE DEMOLITION OF THE EXISTING OFFICE BUILDING AND FINE ASPHALTIC 6° WHITE •• '� , , '• •• 4 ,•'A: •�, • •e' ' .'' ' CONCRETE EXISTING PAVED PARKING AREA AND THE CONSTRUCTION OF A NEW 8,593 SQ. FT. DISCOUNT N . ^a : • • .t �,• ,' ' • ' TRAFFIC LEVEL B CONSTRUCT 6" LIMEROCK OR STORE AND ASSOCIATED PAVED PARKING AREA. ACCESS TO THE PROJECT WILL BE AT THE - COQUINA BASE COMPACTED TO CURRENT DRIVEWAYS ON LENNARD ROAD. THERE ARE NO WETLANDS ON OR IMMEDIATELY m �r-r.�To= ---- _ PAWL ITYE.: 8 6 98%MAX. DRY DENSITY PER AASHTO SURROUNDING THE PROJECT SITE. THE PROJECT LIES WITHIN FLOOD ZONE'X' A5 T-180 METHOD, LBR 100 INDICATED ON THE SURVEY. THE PROPOSED IMPROVEMENTS ASSOCIATED WITH THI5 i i �, z - PROJECT WILL NOT INTERFERE WITH THE DEVELOPMENT AND USE OF THE NEIGHBORING 3 m 3 z _ PROPERTIES AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEEN MET IN THE PROJECT sW, STABILIZED SUBGRADE MIN. DEPTW c0 DESIGN. 60° w OF 12", COMPACTED TO 98% MAX. DRY DENSITY MOD. _ PROCTOR PER AASHTO T-180 METHOD, MIN. LBR40, THE PROJECT IS ZONED CG - COMMERCIAL, GENERAL WITH A FUTURE LAND USE OF IND - ;O 4• WHITE m 3 _ _ - -_ - :o INDUSTRIAL. THE SITE TO THE NORTH LIES WITHIN ST. LUCIE COUNTY AND I5 CURRENTLY A (3) 6„ NOTE: WHITE - COMMERCIAL/INDUTRIAL STRIP PLAZA COMPRISED OF VARIOUS BUSINESS TYPES AND IS CHEVERONS S25pFIHE 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE STABILIZED SUBGRADE MIN. DEPTH OF ZONED IL SPACED -LIGHT INDUSTRIAL WITH A FUTURE LAND USE OF IND. THE SITE TO THE NW LIES EVENLY Fs 3TB TB CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE. WITHIN THE CITY OF PORT ST. LUCIE AND IS VACANT WITH A ZONING OF CIS- COMMERCIAL NOTE: 12", COMPACTED TO 98% MAX. DRY GENERAL AND A FUTURE LAND USE OF COMMERCIAL LIMITED. THE SITE TO THE WEST LIES BOT SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS PAVEMENT SHALL HAVE MARSHALL DENSITY PER AASHTO T-180 METHOD, WITHIN THE CITY OF PORT ST. LUCIE AND IS A UTILITY TOWER SITE WITH A ZONING OF GU - OF TWELVE INCHES WITH A MINIMUM L.I.MEROCK BEARING STABILITY OF 1,000 L85. MIN. LBR40, MIXED AND HOM06ENEOUS 18 RATIO OF 40. GENERAL USE AND A FUTURE LAND USE OF UTILITIES. THE SITE IS BORDERED ON THE EAST MATERIAL 6' wHITE BY LENNARD ROAD, WHICH IS A CITY OF PORT ST. LUCIE OWNED AND MAINTAINED 100' PUBLIC 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH R-O-W, AND LAND THAT THAT LIES WITHIN THE CITY OF PORT ST. LUCIE AND I5 ZONED RM-11 12 5 TYpICAL PARKING STALL ADDITIVE OR WITH 6x6 #10l W.W.M. TYPICAL ONSITE ASPHALT PAVEMENT DETAILS WITH A FUTURE LAND USE OF ROI - RESIDENTIAL/OFFICE/INSTITUTIONAL. NOTES: = 5 3. SAW -CUT JOINTS @ 15' O.C. N.T.S. FILL MAY BE REQUIRED IN LIMITED QUANTITIES IN ORDER TO ACHIEVE THE REQUIRED I. HANDICAP STALL IS BASED FROM FDOT STANDARD INDEX EXPANSION JOINTS @ 40' O.C. _ DESIGN ELEVATIONS. ANY REQUIRED FILL WILL BE OF A GRANULAR MATERIAL SUITABLE FOR #17346, SHEET 12 OF 14. COMMERCIAL SITE DEVELOPMENT AND WILL BE OBTAINED FROM AN APPROVED BORROW PIT. 2. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 3. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595a. 4. FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06 SIGN. 5. FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY, REFERENCE FDOT STANDARD INDEX #17346, SHEET 12 OF 14. 6, FOR DESIGN OF THE ASSOCIATED SIGNS, REFERENCE FDOT STANDARD INDEX #17355, SHEET 4 OF 11. HANDICAP SPACE DETAIL No BEFOREYOVDIG �JRE POLE MRERSHALL SUBMIT 4D SEALS DRAWD+GS THAT WDD LOADING TURN MOINEPI FOR FIXTURE AM POLE TION MEETS THE > ENTSOFTHE FLORIDA 3 CODE.. TED ALONG PERIMETER =RTY SHALL BE SUPPLIED E-SIDE" SHIELD TO IGHTING SPILLOVER ONTO !OPERTIES. FINISHED TYPICAL ONSITE CONCRETE PAVEMENT DETAILS ST. L clacOUNTY BUILDING DIVISION THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS N.T.S. REVIEWED USING THE LATEST FDOT STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL OMPLIA FOR C BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC HINSPS SHALL BE OUTSIDE OF REVIEWED Y R-O-W, WETLANDS, AND WATERWAYS, THESE WILL REMAIN IN PLACE UNTIL GRASSING OR 10'-8" CLEAR AREA DATE 0 NS AND PERMIT SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO THE ADJACENT PROPERTIES OR WATERWAYS. 12" x 18" CONCRETE - 100%OPAQUE FOOTING W/ 3 #5 GATES BARS CONT. 8" CONCRETE BLOCK WALL W/ STUCCO (BOTH SIDES) W/ FILLED CELLS & 1 #5 BAR AT LOCATIONS SHOWN B"BAND 4" DIA, x 42" HIGH 8" x 8" BOND BEAM W/ 2 #5 BARS CONT. O STEEL BOLLARD W/ 18". EMBEDDED INTO CONCRETE 10'-8" CLEAR I � I I I � I N I O NOTE: I _ OPENING MUST BE PERPENDICULAR TO LINE OF FLIGHT OF I SERVICE VEHICLE. _ J _ L_ 2' STEEL STUCCO 8" CONCR E BLOCK BOLLARDWALLSW TUCCO L_________ - 12' x 12' DUMPSTER DE AIL 12'-0" ill = 5' MUST BE KEPT ON JOB OR NO INSPECTIO WILL BE MADE �.' � {� V,�� .....ov000._ �;� DRIVEWAY -lll ..s 660' .................................. ............-----�........� LENNARD RD. ................... ..........00u.................. ....... ..........mNIVEWAY _-_- . ....................................... F I t-a E COPY DRIVEWAY LOCATION MAP Ex. SCALE: 1" = 100' PROJECT SITE Q e s rr V) ru, . O 00 �. Of D - SITE < az z0 z' �a Of0_ Ed X I� Z �� + w > Z m 00 �.. ,.. O O W L0 N N _ N L.f� W 50) �- M v0 _j IJL Z (n Q w 46 1- r LOCATION MAP Q (n °� ° N.T.S. LEGAL DESCRIPTION: W Z ui I� �N� A PARCEL OF LAND LYING IN A PORTION OF SECTION 12, TOWNSHIP 37 SOUTH, , Z 00 N Of n th RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. ALSO LYING IN A PORTION OF LL1 � 0_ �° THE EAST HALF OF LOT 2, BLOCK 1, ST. LUCIE GARDENS ACCORDING TO THE w PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 35, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL OF LAND BEING MORE PARTICULARLY T DESCRIBED AS FOLLOWS: 1 COMMENCING AT THE NORTHEAST CORNER OF LOT 1 LENNARD ROAD SQUARE, AS RECORDED IN PLAT BOOK 34, PAGE 7, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID NORTHEAST CORNER AL50 BEING ON THE WESTERLY RIGHT-OF-WAY OF LENNARD ROAD; THENCE NORTH ALONG SAID WESTERLY RIGHT-OF-WAY OF LENNARD ROAD, A DISTANCE OF 446.23 FEET TO THE POINT OF BEGINNING, THENCE N 90°00 00' W DEPARTING SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF 27085 FEET; THENCE NORTH 00001'54" WEST, A DISTANCE OF 176.67 FEET; THENCE NORTH 89052'49" EAST, A DISTANCE OF 270.94 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF LENNARD ROAD: THENCE 5 00°00'00" W ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 177.24 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS 47,937 SQUARE FEET (1.10 ACRES)± MORE OR LESS, OWNER: VAZ, INC. 702 SW PORT ST, LUCIE BOULEVARD !'�A AIAICEI SCANNED PORT ST. LUCIE, FL 34953 HYI'�tlNED INV PH: 772/879-0477 st wy iG PARCEL IDENTIFICATION NUMBER: 3414-501-4702-000-7 PROPERTY A I ICATIO S: CL SS F N ZONING: CG COMMERCIAL, GENERAL i p- I`o FUTURE LAND USE: INC) -INDUSTRIAL _ MINIMUM BUILDING SETBACKS: vi w f FRONT: 25 FEET REAR: 20 FEET SIDE: 10FEET PROP. BUILDING DATA: k `"CIS' RETAIL TECH DISCOUNT = 8,593 S.F. e. BUILDING HEIGHT - ONE STORY = 25 FEET PARKING CALCULATIONS: 4.49 SPACES PER 1,000 S.F. GROSS FLOOR AREA 8,593 S.F.' 4.49 SPACES / 1,000 S.F. = 39 SPACES SPACES REQUIRED = 39 SPACES (2 HANDICAP, 37 REGULAR) SPACED PROVIDED = 42 SPACES (2 HANDICAP, 40 REGULAR) LOADING ZONE REQUIRED = 1 (12'x3O') LOADING ZONE PROVIDED = 1 (24'x3O') DRAINAGE STATEMENT: THE PROJECT I5 SERVED BY SITE GRADING, INLETS, AND CULVERTS THAT DIRECT STORMWATER TO THE DRY DETENTION AREA. DISCHARGE WILL BE TO THE LENNARD ROAD DRAINAGE SYSTEM. SFWMD CRITERIA FOR WATER QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED. UTILITY PROVIDERS: POTABLE WATER = CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT WASTEWATER -CITY OF PORT ST, LUCIE UTILITY SYSTEMS DEPARTMENT IRRIGATION = EXISTING WELL PERMITS REQUIRED: SLC STORMWATER PERMIT CITY OF PORT ST. LUCIE RIGHT-OF-WAY PERMIT FDEP NOI CONSTRUCTION SCHEDULE: CONSTRUCTION START: NOVEMBER 2014 CONSTRUCTION COMPLETION: 180 DAYS SITE DATA: TOTAL PROJECT AREA 47,937 S.F. 1.100 AC 100.00% IMPERVIOUS AREA PROP, BUILDING 8,593 S.F. 0.197 AC 17,93% PROP. PAVEMENT / WALKS 21,926 S.F. 0.503 AC 45.74% TOTAL IMPERVIOUS 30,519 S.F. 0.701 AC 63777 TOTAL PERVIOUS (OPEN) 17,418 S.F. 0.400 AC 36.34% .................. 6 6 0 MASTER AVE. it woo r_ I P I� P`� IJ O LL J � Q z O r Q Z0 U W _ ZD J 1 J Y m O w � tail II o z rc Y� Do g 4 N 3 W U) C U U SHEET NO.: 1 OF _ JOB No. 12-066 ENG 4 0 3 4+ lti g ? +�� 1 I fig+ 0 I ' + 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. g �b E� ry ryg�A e 0 +Y5 ¢t + 1?� BENCHMARK#2 5/8" IRON ROD EL. 15.31 NA.V.D 19881 - ss '-Q2 ego +y EX. SHELLROCK PARKING AREA +l+g +,yry ao HE OHE OHEOHE----OHE--"^OHS 15" OAK 24" OAK 20" OOAyKy x .� TO[ N00°01'54" W 176.67' iw�Vv5 A +fig 22 L.F. 15 RCP @ 0.0% C.S. #1 (CONTROL STRUCTURE) TOP EL. 14.85 NW INV. EL. 10.50 E INV. EL. 10.00 BLEEDER EL. 10.50 OVERFLOW EL. 13.85 .____----------- BENCHMARK #1 5/8 IRON ROD EL 1617 N A V.D. 1980 n \+ryry o� 1E o HE 32" OAK 41 --ll.5--------- DRY DETENTION AREA --- SOT EL. 11.5 (0.05 AC)---J 7ir 1" ��L._-j TOP EL. 14.0 (0.14 AC) 365 r 10.5c� -- MES I4. MES INV.; ��'L1 11 ... _ i 3 eo - ------------------- ------------------- TOP EL.. 13.50 15.15 5,E INV, EL. 10..<- 14.55 ab+ C 3 PROP. 15.21 ++g� 1-STORY 16,37+ DISCOUNT STORE 14.35 +gG.F.A. = 8,593 S.F. H P14.65 F.F.E. = 15.25 N.A:V.D. LL J +'by a0 ab 14.90 14.85 1b' 0 b' + 14.35 a 0 g kq i + n+ Yb� O EX.ASPHALT PAVEMENT H.P. � +V {tl ryg i *11 tibpry 126.6' +btA +tibti LL14.00 r ex j A EXISTING SD #7 SD #6 15.23 t2? I ALUMINUM & STEEL TOP EL. 16.00 I POLE BARN TOP EL. 15.00 14.90 0 N,E INV. EL. 9.35 ' =X I I � . EL. 9.40 - 14.40 � 6 m } corx..ryg' o o)5,��INV �151535 LF. 15" b"I RCP C%�0.1%sue +t -.w-. + }'+g' I 15.15 + + ab 15.00 J �� o I ' PROP. 14.65 �b"o +�g 14.50 m cj b � R, • � I ' - e I ry DRAINAGE 14.65 + 14.20 ''1 i 126.6' 14.60 I EASEMENT 14.35 2 `------ ------MAMA-�_ ---------------------- 10' O 1"9 I, - 10 SD #3 a + SD #5 I + TOP EL 13,50 c TOP EL. 13.95 ( 39 L.F. INV. �L14.40] 66 126 L.F. INV. CR. @ 0.5% S,W INV. EL, 11:15 N INV. EL. 11.35 148 L.F. 15" RCP @ 0.0% -�.. W CR. @ 0.5% �-.- �� SD #4 -�s ©z 170 L.F. 15" RCP @ 0.1 b 74 L.F. INV. CR. @ 0.5% - 74 L.F. V. CR. 0 5% 4 I LP. TOP EL 13.95 H.P. 14.05 Eh.35 N,S.INV. EL. 11.35 14.15 CROWNEL. ---CROWN ---------- .v' +' a 95 L.F. 15" S SAWCUT EX. 14.20 14.60 I I 14.40 0F14.40� 14 30 14.30 14.1 RCP @ 0.1 %._ PAVT. AND 40 I 1" MATCH EL 15.25 A �kl; & .>. +� 1 0b A Ex ASPHALT 1258 ry1 bry AZ 3 DRIVEWAY h• ry 2j ass 2 {" ® -APRON ry __ 6' LONG SIDEWALK N 00°00 00 E 177 24' C Is SB 126 ., - �" ry -__�- °___�____-___-___"__ g+_- 9 _ �� CRATE EL ii SAWCUT, REMOVE, - ry�SEE SIDEWALK tryry LEGEND gP +� EXISTING GRADE ELEVATION T/CURB 21.50 21.00 S/CURB PROPOSED ELEVATION (H.P. = HIGH POINT) .ram RUNOFF FLOW DIRECTION O PIPE INTERFERENCE POINTS --- EXISTING WATER MAIN - - -- EXISTING FORCE MAIN -'--- EXISTING E06E OF PAVEMENT EXISTING LIGHT POLE Ifll • PROPOSED CATCH BASIN " PROPOSED CLEAN OUT ro E INV, EL. 8.94 11 & REPLACE CONC. -_ CONNECTION '+NftlV. °iEL. 9.25 5iDEWALKATEX. DETAIL w (COREA( JOINTS AS READ. Ex. t6" Faut'E Maly �,3� 1301 \ryQg ��ry10 2. ._. - -�-�____ LENNARD RD. vT�>�;)Y>.y , y Y >- > > , r Y > X: >.v �i y�T> > v iT' ' 7>`)�)�r �v r�;Y yti��, C PORT ST. LUCIE OWNED & MAINTIANED PAVED 100' R/W)=u-'-s (CITY OF , --_ � -MAMA__ ___ MAMA__ y---=--__-_-_�___ _��.---•- EX. A-12 I I W '-`�'_ � FX ? VOL TOP EL. 12.14 II 0. .,� WaILZ SE VICE ryg N INV. EL. 9.22 EL.6.46 EX. A-13 -,,,_,__ __..___ ..m..-.---^ 5INV. .�. GRATE EL. 12.89 -�--- •- � � E INV. EL. 8.74 W INV. EL. 8.49 l l • ,-' L. 6.49 N INV, EL. 6.65 r-yl _ _______________ _______________________ __ __- ---____________--MAMA__ ________________________________ _ J MAMA__ ___________ -______________ MAMA__. ____v_� ___________ �' 3o k }ate MAMA__ __MAIN MAMA EX. 3° zP _______.._________________________________________________________-________________________________________________________ �~ EX 36 _ _s _ __ _ MAMA _. _ __ MAMA__�ww __-WM Nu Poi -_. Nr jr Nin f6k M�n�N WM -�I-4- M -_._ INM �__ WM _ A - wb1v1 - rWEWAY �� .R� __-�. _ _ EX. B' CONC. SIDEWALK EX -- EX. 6' COI SIDEWALK ry + N 3 w b2 In 1g. m EX. 5TORA6E YARD EX FI`IC 5 I I I BLDG. SAWCUT EX. PAVT. AND !`!` MATCH EL. 1g m CO C. 4 PARKING AREA bg V3 url m 1 0a EX. ASPHALT EX. PAVEMENT 1 I BLDG. EX. CONC. PARKING AREA '.°'. FM -- FM -. FM-_-AM�- FM - P. (YF "'X y).> m , `> EX. AA-9 TOP EL. 12.73 N INV. EL. 9.44 o m " >' Y>`> 5INV. EL. 944 � , a E INV. EL. 8.92 ---�> Irj --------------- +� D y MAMA__ MAMA__-_�_[4Tf'______________ MAMA _ WM - MElTALEUCA BLVD. - 1 e - (PAVED 80' R/W) a NOTE: CATCH BASIN SCHEDULE SPACING OR REQUIRED ROADWAY /PARKING AREA TESTS ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.DJ. TO CONVERT FROM N.A.V.D. '88 TO N.G.V.D. ' 29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO 5 SIT A BOX TYPE ELEVATION - FT N A V.D. PER F.D_O.L ER F-D- GET N.G.V.D. ELEVATIONS. 1/2" CHAMFER STRUCTURE -. _ 232 BLEE4'= • COVER ITEMS TO BE TESTED F.B.V. DENSITY L.B.R. THICKNESS 3,000 PSI CONCRETE WEST WEIR NO. TOP NORTH EAST SOUTH TYPES NOTE _ a ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE :o PAVEMENT USE 63M C.S.#1 14.85 NW10.50 10.00 - - - (CONTROL STRUCTURE) TYPE USE 621z MAX. SPACING MAX. SPACING MAX. SPACINGMAX. SPACING A FILTER FABRIC JACKET IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC - 4 sS#z 1350 - 10.95 1os5 - - DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION SHALL HAVE 00 ., BASE � LIN.FT. S .FT. LIN.FT. 5 .FT. LIN.FT. 5 .FT. IN.FT. 5 .FT. sD#3 13:so - - 1i.15 n.1s - TYPEYT USE621z COMPACTED OR SLOTS, IN ACCORDANCE TO FDOT INDEX #285.2 OPTION ' B'. SD#a 13.e6 11.35 - 11.a5 - - TYPE usEszlz STABILIZED SU66RADE 300 IQ000 300 10,000 300 10,000 a COMPACTED SUBGRA DE SO#5 13.95 11.36 - - - _ - TYPE'C' 4'eM.H. usE ezlz 170-E LIMEROCK BASE 300 10,000 300 10,000 SIDEWALK SLOPES PER ADA SO#6 iiI - - 9.40 9.40 4'0M.H. 65E E 170 SHELLROCK BASE 300 10,000 300 10,000 SD#7 16.03 9,35 9.35 - - - LENGTH MAX. SLOPE LONGITUDINAL SIDEWALK/PAVEMENT DETAIL ASPHALT - PERINSP. PERINSP. L<6' 1:12 NO HANDRAILS 6'4 L < 30' 1:12 HANDRAILS BOTH SIDES N.T.S. 2" NO HANDRAILS 14.30 PROP. PAVT. ' .. i .�6 13,00 1 13,40 13,50 13,10 �� k) 6 12:1 12:1 in LAND. AND. SLOPE LAND. SLOPE 5 5 5 5 INci -wa � 13.30. 13.40 13.80 I ... _ •H EX. 6'CONC. -MP<-FF. EX. SIDEWALK SIDEWALK EL. 12.5± SIDEWALK CONNECTION DETAIL SCALE: 1" = 10' 6EFOREY000IG uu mn OBUSINMs Avs NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 1 6 < L < 50 1.20 INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT EDGE. TOP EL. 14.85 Z] 13.00 Z (ROUT 8" S F- 12.00 TYP.j e H 2.25' GROUT W f 3 (TYPJ i 35" RCP = O m F 15" RCP LU 11.00 INV. EL. 10.50 BLEEDER W .. EL. 10.50 INV. EL. 10.00 110.00 EL. 10.00 2.26' I BOTTOM C.5. #I SCALE: I"= 3' V C.5. #I CONTROL STRUCTURE WEIR PLATE TYPE 'E' BOX CRO55 SECTION LOOKING NORTH 14.00 PROP. PAVT. EL. 14.0± 13.00 p 12.00 PROP. 15" RCP Q INV. EL. 11.3± Z 11.00 6" MIN. tL W _1 10.00 PROP. 15" LU RCP INV. EL. 9.3± 9.00 INTERFERENCE POINT #4 SCALE: V = 3' H 1"=3'V DETECTIBLE WARNING HANDICAP RAMP DETAIL N.T.S. GENERAL CONSTRUCTION NOTES: -3 w 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO 0 BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING, DRAINAGE, AND UTILITIES. SHOULD UNCHARTED OR INCORRECTLY CHARTED N Ir UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT W ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES p OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND ENGINEER OF 0 00 RECORD. 10 2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE W > < Z CITY, COUNTY, STATE, AND FEDERAL REGULATIONS, CODES, AND ORDINANCES,LLI INCLUDING OSHA AND FDOT SPECIFICAIONS, LASTEST EDITION UNLESS OTHERWISE Z X Q U-! AUTHORIZED BY THE ENGINEER IN WRITING. Z 0- G_ d � 3. LOCATION AND SIZES OF ALL EX. UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR IS W ¢ RESPONSIBLE FOR EXACT FIELD LOCATION AND SIZES PRIOR TO COMMENCEMENT OF X ANY CONSTRUCTION TO ALLOW FOR PIPE RECONFIGURATION IF NEEDED. THE CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES AT LEAST 48 HOURS IN LL ( 1 ADVANCE OF CONSTRUCTION OPERATIONS. V 0)'t 11) 0) 4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCING WORK. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR LL (n j z WRITTEN APPROVAL OF THE ENGINEER OF RECORD. W J 00 0 0 mM Q 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS / LICENSES PRIOR TO O >- W_ � N N COMMENCING WORK. W U 0) I� It 7. THE CONTRACTOR SHALL KEEP COPIES OF ALL PERMITS, PLANS, AND SPECIFICATIONS J M �0 ON SITE DURING CONSTRUCTION. D F _ j 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTING TO BE V) r Q PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER Z 46 F- W r LL OF RECORD. THE CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER OF 0Y U Q 0 RECORD ON ALL SUB GRADE AND BASE. TESTS SHALL BE PREPARED IN ACCORDANCE O (n O J I. W WITH AASHTO T-180 METHOD AT ALL AREAS OF DISTURBED ASPHALT & PIPE / , LLI ix 0) I _TRENCHING. J W (A 00 U 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE RESULTING Z (n w FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC. uj 3 N N � Z00r,w 10. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF W I` 0_ . C) ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED. ALL FAULTY CONSTRUCTION AND/OR MATERIALS THAT OCCUR DURING AFORESAID PERIOD SHALL ui BE CORRECTED AT THE CONTRACTORS' S EXPENSE AND IN A TIMELY MANNER. T 11. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF 1� PUBLIC STREETS OR HIGHWAYS. 12. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTING FACILITIES. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR (/) INSPECTIONS AND/OR TESTING. Z C 14. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AS -BUILT SURVEYS CERTIFIED BY A g LICENSED SURVEYOR UPON COMPLETION OF CONSTRUCTION AND SCHEDULE A FINAL In N INSPECTION WITH THE ENGINEER OF RECORD. 1 15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE W PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS I NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY SURVEYOR WITHOUT DELAY BY TELEPHONE. ~ 16. IF HARDPAN IS ENCOUNTERED WITHIN RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR MATERIAL. m 17. IF MUCK OR ANY OTHER UNSUITABLE MATERIAL IS ENCOUNTERED, THE MATERIAL SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. 06 18. LOCATION OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO ACCOMPLI5H CONSTRUCTION AS SHOWN ON THESE PLANS. r n z Z 19. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES GALVANIZED Z CORRUGATED METAL PIPE. BCCMP INDICATES BITUMINOUS COATED CORRUGATED J METAL PIPE. CAP INDICATES CORRUGATED ALUMINUM PIPE. CPP INDICATES A CORRUGATED POLYETHYLENE PIPE (N12) MANUFACTURED BY ADVANCED DRAINAGE LL SYSTEMS, INC. (ADS). 20. MITERED END SECTIONS SPECIFIED ON THE PLANS SHALL BE IN ACCORDANCE WITH N U FDOT STANDARD INDEX NO. 272. 1 (v 21. COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL BE 90% OF MAXIMUM DRY (/ a LL DENSITY. .. z P 0 22. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ( ^ � VUJ ANY FLOODING OF PRIVATE PROPERTY. Z 23. ALL STORM SEWER LINES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS S fy "� AND ERODED MATERIALS DURING THE FINAL STAGES OF CONSTRUCTION. /\ ® u, O TRU TION OR EXISTING BEFORE C 24. ANY DRAINAGE PROBLEMS CREATED BY CONS CONSTRUCTION AND NOT ALLEVIATED AS PART OF THE PROPOSED IMPROVEMENTS, (� SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNING AUTHORITY AND THE '+ ENGINEER OF RECORD. 25. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN TO REMAIN. IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR SHALL SAVE SAID TREES. SHOULD ADDITIONAL TREES NEED TO BE REMOVED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO REMOVING SAID TREES. 26. IF EXCAVATED FILL MATERIAL IS REUSABLE, STOCKPILE EXCESS FOR USE IN/ LANDSCAPED AREAS. 27. UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO AN APPROVED DISPOSAL SITE. AS AN ALTERNATIVE, BURNING ON SITE WILL BE ALLOWED 11 WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE APPROVED BY OWNER. ® Q 28. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO Q PRE -CONSTRUCTION CONDITIONS OR BETTER. ALL EXISTING SIGNAGE, PAVEMENT 0_ MARKINGS, ABOVE GROUND APPURTENANCES, ETC. SHALL BE RESTORED IN KIND. 4j { �/ 29. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE � LL TOP OF CURB OR SIDEWALK IS 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS r FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR ADDITIONAL CLARITY. Q z 30. ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI . ft0. UNLESS o OTHERWISE NOTED. W 31. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 AND HAVE A TENSILE Z U STRENGTH z J OF 60,000 PSI UNLESS OTHERWISE NOTED. H 32. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED AS APPROVED BY THE ENGINEER ' J U) OF RECORD. `- 33. NO WATER OR SEWER SERVICE IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS_. RECEIVED FROM FDEP, IF APPLICABLE. 34. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND THE FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #600", LATEST EDITIONS. 35. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND n WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO .o o m °w G ADJACENT PROPERTY AND WATERWAYS. - a z w 36. ALL BERMS AND GRASSED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE �n a o csi c WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER OF RECORD. SHEET NO.: 37, BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY VELCON GROUP, INC. DRAWING NO. 12-066. ALL ELEVATIONS PER BENCHMARKS REFERENCED ON SURVEY. OF JOB No. 12-066 ENG j4.11 M'_ Fw ) CY . LEGEND -� = POSTED SIGN Ik = LIGHTPOLE O = WOOD POWER POLE wPB = WIRE PULL BOX Z'Np = BACK -FLOW PREVENTOR � = WATER METER oa = WATER VALVE = FIRE HYDRANT co = CLEAN-OUT •� = CURB INLET TYPE 6 I ® = SANITARY MANHOLE Q = DRAINAGE MANHOLE rT� a = YARD DRAIN V = IRRIGATION VALVE FND. 5/8" IR NO ID CV = IRRIGATION CONTROL VALVE , E0 = BELLSOUTH TELEPHONE RISER % \ �y 9t �h- 0• ® = BELLSOUTH TELEPHONE MANHOLE 0 Q = GREASE TRAP o t ® = TRAFFIC SIGNAL BOX DDCV w = DOUBLE DETECTOR CHECK VALVE V) Y I a a z = FIRE DEPARTMENT CONECTOR 3 m FDC F. = FIRE INDICATOR P05T w w ° I E. = ELECTRIC METER < w ~ w GV X = GAS VALVE N I = CATCH BASIN MES = MITERED END SECTION 3 0+ 5f = CONCRETE POWER POLE Yti• ESOB = ELECTRIC SERVICE BOX LU ilr iI I ® = AIR RELEASE VALVE sv =SANITARY VALVE Al cc O ci ydl Z < N y I ° I zw LOT 1 I w v z o Z N cwi I LENNARD ROAD SQUARE ey Z 123 z Z I , (P.B. 34, PG. 7) I POC LOT SPLIT DESCRIPTION 0 4x4" PRM (#3333) FND IN 2003 DESTROYED 9 FND. 5/8" R/C, LB# 4286 +,1'0 G . itihb i GV 6' CONC. 5/W 31 b% 1% rz6� ,ti. tib 9 1�1_ 6 1284 ,,L9 r2 12.92 ,tib ,ti'� ,ti0 A/C AIR CONDITIONING AC ACRE AL ALUMINUM ANC ANCHOR AP ANCHOR POLE APRX APPROXIMATE ASP ASPHALT BE BUFFER EASEMENT BFP BACK FLOW PREVENTOR BLDG BUILDING BLK BLOCK BM BENCHMARK BOC BACK OF CURB BP BRICK PAVERS BOW BACK OF WALK BRG BEARING BW BARBED WIRE CAG CURB AND GUTTER CAT CULPEPPER & TERPENING C/o CUTOUT C CALCULATED CATV CABLE TELEVISION BOX CB CATCH BASIN CBS CONCRETE BLOCK STRUCTURE CHD CHORD CI CURB INLET CL CENTERLINE CLF CHAIN LINK FENCE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CO CLEAN OUT COR CORNER CONIC CONCRETE CON5T CONSTRUCTION COV COVERED CE COVERED ENTRY COW COVERED PORCH CPP CONCRETE POWER POLE CPPIPE CORRUGATED PLASTIC PIPE CS CONCRETE SLAB 0 DELTA ANGLE D/F DRAIN FIELD D DEED INFORMATION PORTION OF LOT 2, BLOCK 1 ST LUCIE GARDENS 198.04' PARENT TRACT REMAINDER (136,949 s.f, 3.14 ac.) +%b 0 SW CORNER OF SLAB 6 BM ELEV 15.31 by �h y31 CONC. SLAB b0 ''y' o +%y CONCRETE SLABS 1 + tih ✓s�j } 4? 6' WD. F. AROUND ANCHOR FOR RADIO ANTENNA S 00°01'54" E 658.47' (M) W LINE OF THE E 1/2 OF LOT 2 •�F FND 5/8" IR (TP) BM ELEV 15.31 0 yo ti FND 5/8" IRON ROD/CAP ' 1y "LB 4942" 1 +Y 6' CLF END 2' 5 15" OAK TREE 9 +'y zz z H z U 10.00, PORTION OF LOT 2, BLOCK 1 ST LUCIE GARDENS 20" OAK TREE 24" OAK TREE N 00001'54" W 176.671 (D) LOT SPLIT (47,937 s.f, 1.10 ac.) 78.13' in T CLF AROUND ANCHORFOR RADIO ANTENNA 9 TRANSFORMER PAD 6' CLF COR. (1.6' E.) 32" OAK TREE FND 5/8" IRON ROE) CAP "LB 4942" ON 3' OFFSET XLUCalE OCATION MAP N.T.S. NGS RID SE MASLAN AVE E�� SE MELALEIIrA RIVn ITm m ZCANE vPOSLOUGH RD SE MARIPOSA AVE VACANT \ 6' CLF COR, (19.8'S., 3.0'E.) LOT 1. BLOCK 1. ST. LUCIE GARDENS LO 1 0 ^ .1< '0 N a rs °�•s FICAS TREE -9 h ..� tiy. - + J r\ Q C BROKEN ASPHALT/SHELL ROCK ^ i a _ - - - - - - - - - FC 0.15'5 0% of N o FORMBOARD r qti o TOP OF FORM ^v o l ti° O 3 x EL= 15.25 (N.A.V.D.) x - a N N 92 1 3g _ tih tib rn j I 0.10 bti ti 8 ASPHALT APRON x St LUC El�rC�O. �Cit pi W ,It J I 1- - - - LU W ru iy' ra 0.L 126.6' DF 1bti Ov 1b' OL 0h Ob 'Vb h 1bP 268.43' + +, GA ECEIVE A MAR 2 8 2016 ZG- S BY: P 6' CONC. S/W rf 2F 12.61 N 00°00'00" E 446.23' (D&M) ✓`=s FNdR&CL84285 L ASPHALTPAVEMENT 1'u�y EP/FC y, ✓" 0 CENTERLINE OF RIGHT-OF-WAY ABBREVIATIONS LEGEND DC "D"CURB INV INVER- PAVE PAVEMENT D.E. DRAINAGE EASEMENT IP IRON PPE PB PLAT BOOK DI DROP INLET IP&P IRON PIPE & PLUG PC POINT OF CURVATURE DIA DIAMETER IR IRON ROD PCC POINT OF COMPOUND CURVATURE DIP DUCTILE IRON PIPE IV IRRIGAZON VALVE POO PRE55URE CLEAN OUT (SANITARY) DMH DRAINAGE MANHOLE IRR IRRIGATION PCP PERMANENT CONTROL POINT DUE DRAINAGE & UTILITY EASEMENT IW IRRIGAT,ON WELL PF PLASTIC FENCE EC EDGE OF CONCRETE L LENGTH PG PAGE ECP ELECTRICAL CONTROL PANEL LB LICENSED BUSINESS PI POINT OF INTERSECTION EL ELEVATION LFTS LIFT STATION PKAD PARKER KALON NAIL AND DISK ELEC ELECTRIC LIME LAKE MAINTENANCE EASEMENT PK/TT PARKER KALON NAIL AND TIN TAB ELEV ELEVATION LOC LOCATION PL5 PROFESSIONAL LAND SURVEYOR EM ELECTRIC METER LP LIGHT POLE POB POINT OF BEGINNING ENC ENCROACHMENT L5 LICENSED SURVEYOR POC POINT OF COMMENCEMENT EOW EDGE OF WATER M MEASURED PP POWER POLE EP EDGE OF PAVEMENT MAX MAXIMUM PRC POINT OF REVERSE CURVATURE ESB ELECTRIC SERVICE BOX MB MAIL BOX PRO PRORATED DISTANCE ESMT EASEMENT MEAS MEASURED PROP PROPOSED EXIST EXISTING MES MITERED END SECTION PRIM PERMANENT REFERENCE MONUMENT EXT EXTENDED MH MAN HOLE PSM PROFESSIONAL SURVEYOR & MAPPER F FENCE MHWL MEAN HIGH WATER LINE P5WL PLASTIC SWALE FC "F, CURB MIN MINIMUM PT POINT OF TANGENCY FDC FIRE DEPARTMENT CONNECTION MN MAGNETIC NAIL P.U.E. PRIVATE UTILITY EASEMENT FECRR FLORIDA EAST COAST RAILROAD MIT MITERED END PVC POLYVINYL CHLORIDE FFE FINISHED FLOOR ELEVATION MW MONITORING WELL R/C ROD AND CAP PH FIRE HYDRANT MdB METES AND BOUNDS R/W RIGHT-OF-WAY FND FOUND N&D NAIL AND DISK R RADIUS FCC FACE OF CURB N HALL RCP REINFORCED CONCRETE PIPE POW FACE OF WALK NA NON -APPLICABLE RISE RANGE FPL FLORIDA POWER & LIGHT NAVD NORTH AMERICAN VERTICAL DATUM RL5 REGISTERED LAND SURVEYOR GA GREEN AREA NGVD NATIONAL GEODETIC VERTICAL DATUM RPZ REDUCED PRESSURE ZONE GMH GAS MANHOLE NO NUMBER RR RAILROAD GND GROUND NTS NOT TO SCALE RRS RAILROAD SPIKE GRD GRINDER O/A OVERALL S/W SIDEWALK HC HEADERCURB 0/5 OFFSET SAN SANITARY SEWER MANHOLE HDPE HIGH DENSITY POLYETHYLENE OE OVERHEAD EASEMENT SBT SOUTHERN BELL TELEPHONE HGW HOG WIRE OHE OVERHEAD ELECTRIC SEC SECTION HW HEADWALL OHU OVERHEAD UTILITY SF SQUARE FEET HYD HYDRANT OR OFFICIAL RECORD SHP SHIP SPIKE OR BOLT ICY IRRIGATION CONTROL VALVE ORB OFFICIAL RECORD BOOK SLCR ST LUCIE COUNTY RECORDS ID IDENTIFICATION P/C PROPERTY CORNER 5LP STREET LIGHT SUPPORT POLE ILL ILLEGIBLE P/L PROPERTYLINE SMH SANITARY MANHOLE INT INTERSECTION P PLAT SPC STATE PLANE COORDINATES 4.91. ,x FND 5/8" IR NO ID W NORTH LINE OF LOT 2 PER SURVEY DATED 6/23/93 PERFORMED BY VELCON GROUP, INC. SIGNING SURVEYOR BEING ROBERT J. SIPPEL. PLS# 3793 (MONUMENTATION DESTROYED) HQ LE i"3 6EXISTING 10.00' 47.67' 13.33' 00 z lb o 'n I v1 85.10' Z Z oo ALUMINUM & STEEL b� B, a, W a % BUILDING x v N� I r A rn m w a I 8 a" a� tut ` O o LC I « C4 m b ti m 136.81' �y. }fib C m 126.6'51.3' vmz w� N w TE=----------- TC- ----.�- -----�-- ------------------ j0 10.0. Y 6' CHAINLINK FENCE 48" OAK TREE fib' t\ a N NON-EXCLUSIVE CROSS ACCESS EASEMENT MIN od m w �ryy1. rg's3 � O� o - - - (O.R.B. 3687, PG. 416) "�tt_�F R - 0. CID ti 6' CLF COR z tih� N ------T•i ------ 5 --- - - - - - - - - - - - - - - - - - - - - 10 SANITARY RIGHT OF WAY EASEMENT 10 LIFT STATION R (O.R.B. 3604, PG. 664) , Y3' nrvc RETAONDNG POB ® •� WO D SIGNAL MAST (typical) HALT RETAI ING WALLS LOT SPLIT DESCRIPTION WA LS ES e se 8y .y ESB ESB 1.0' W & 5.0' W FND 5/8" IRON ROWCAP "LB 4942"13W 12' �b ESB Vti. ✓ I 12. 3 �ti1 6' CONC. S/W 9- 126 35.00 1 EP/Fc tio�$ OO°00'00" W 177.24'(D&M ?2g EP/FCFNDPK&D4942 titi ✓?� `' tiV• CURB INLET ti 4X4" CM FND IN $3 RIM EL. 11.83 (ASSUMED BEARING BASIS) I o' 0. ti 0 2003 DESTROYED PORTION OF LOT 1, BLOCK 1 ST LUCIE GARDENS rr1 `Ps PAVER BRICK W Ile O_ N w J V Z � W W H LL O Z O G N N Q a LL Tco i HO N J 3 O M ZE - F s w a w a O ° Z O V Z D n Z c j z m m m a �z w 0 o u zC ` w 5 LL 5 OU Q J ti � N �O ON N O N O sv 1O 0. 1ti' ro�� b ASPHALT PAVEMENT 7,9 •sa- FNDPKNAIL sv SIDEWALK EP/FC 1ti' Y EP/FC 8� (typical) Y3� ,�0 oa titi I 1 ti3 STAMPED CONCRETE MEDIAN (�• EAST LINE OF SECTION 12 CENTERLINE OF RIGHT-OF-WAY - I - - - - - - EP/FC ✓ao r� _ 669.26' (M) IN 2003 TO NE COR SECTION 12 - W Q m O X N 00°00'00" E 658.4T (C) FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT U 00 Iry S.E. LENNARD ROAD ORDER NO. 4159973, HAVING AN EFFECTIVE DATE OF NOVEMBER _J r 100' PUBLIC R/W 10, 2015 AT 6:00 A.M. LL o LO ADDRESS: 103315.E. LENNARD ROAD PORT ST. LUCIE, FLORIDA 34952 NOTES; THIS SURVEY MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. FLORIDA BOARD OF LAND SURVEYORS AND MAPPERS, PURSUANT TO SECTION 472.027 OF THE FLORIDA s/w ST SIDE WALK SEPTIC TANK A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. STATUTES AS PRESCRIBED IN CHAPTER 5J-17.050 OF THE FLORIDA ADMINISTRATIVE CODE. 5V SANITARY VALVE SWL TA SWALE TOP OF ASPHALT LEGAL DESCRIPTION RECORDED IN OFFICIAL RECORD BOOK 1862, PAGE 155, ST. LUCIE COUNTY PUBLIC THE ALLOWABLE RELATIVE POSITIONAL ACCURACY FOR MEASUREMENTS CONTROLLING LAN TM TAX MAP BOUNDARY'S ON ALTA/AGSM LAND TITLE SURVEYS I5 0.07 FEET (OR 230 MM)+ 50 PPM. THE ACCURACY TMH TELEPHONE MANHOLE RECORDS. OBTAINED BY MEASUREMENT AND CALCULATIONS WAS FOUND TO EXCEED THIS REQUIREMENT. roB TOE TOP OF BANK TOE OF SLOPE ELEVATIONS ARE IN FEET AND RELATED TO CITY OF PORT LUCIE BENCHMARK NO. 106, HAVING A TP TRAVERSE POINT PUBLISHED ELEVATION OF 12.844 FEET NAVD 1988. CURRENT ZONING CLASSIFICATION: CG - COMMERCIAL GENERAL TR TELEPHONE RISER TRANS TSB TRANSFORMER TRAFFIC SIGNAL BOX BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED MERIDIAN, ALONG THE WEST RIGHT OF MINIMUM BUILDING SETBACKS: FRONT 25 FEET, REAR 20 FEET, SIDE 10 FEET. TT TIN TAB WAY LINE OF LENNARD ROAD, HAVING AN ASSUMED BEARING OF NORTH. ALL OTHER BEARINGS ARE rwP TOWNSHIP MAXIMUM LOT COVERAGE BY BUILDING: 60 SCHEDULE B SECTION 2 EASEMENT EXCEPTIONS EXCEPTION # O.R. BOOK PAGE DESCRIPTION LAND USE S 4 567 1524 ORDINANCE- SNAFFEC 5 568 575 ZONING CLASSIFICATION RESOLUTION -AFFECTS LAND USE DESIGNATION 6 639 2237 ORDINANCE- AFFECTS 7 639 2242 ZONING CLASSIFICATION RESOLUTION -AFFECTS 8 999 1339 DEVELOPER'S AGREEMENT AFFECTS 9 1883 1292 MODIFICATION TO COMMERCIAL SERVICE AGREEMENT -AFFECTS 0 : L I Lo J 00 � U) O 00 x �� Z w �-� 0 � O z 0 (9 O J Zr� `w I TYPICAL RELATIVE THERETO. NP U/C TNDER YPICAL CONSTRUCTION SURVEY CERTIFICATION: LIEUTILITYEASEMENT PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 120285-0293J, DATED 2/16/12. FLOOD ZONES MAXIMUM BUILDING HEIGHT: 50 FEET. UP UTILITY POLE ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. 0 2 w 2 I Q THE UNDERSIGNED BEING A REGISTERED SURVEYOR OF THE STATE OF FLORIDA HEREBY uR UTILITY RISER UPDATE SURVEY FIELD DATE: 11-25-15. FORMBOARD SURVEY FIELD DATE: 03-23-16. m a o UW UNDER WATER CERTIFIES TO HUTTON TEAM, LLC A DELAWARE LIMITED LIABILITY COMPANY, FAMILY Vc VALLEY CURB IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS DOLLAR STORES OF FLORIDA, INC., A FLORIDA CORPORATION, FIDELITY NATIONAL 9 vLr vauLr BY OTHER THAN THE SIGNING PARTY, I5 PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING LEGAL DESCRIPTION: (LOT SPLIT) w0 w000 TITLE INSURANCE COMPANY, PRESTON O. COCKEY, JR„ P.A., FSGBANK, N.A., A DIVISION LU WL WATER LINE PARTY. wM WATER METER A PARCEL OF LAND LYING IN A PORTION OF SECTION 12, TOWNSHIP 37 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. OF ATLANTIC CAPITAL BANK, N.A., A NATIONAL BANKING ASSOCIATION, AS OF THE WP WELL POINT THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE ALSO LYING IN A PORTION OF THE EAST HALF OF LOT 2, BLOCK 1, ST. LUCIE GARDENS ACCORDING TO THE PLAT THEREOF, AS DATE BELOW, AS FOLLOWS; e WPP WOOD POWER POLE RECORDED IN PLAT BOOK 1, PAGE 35, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL OF LAND BEING MORE •• o FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTn N o wv WATER VALVE Y, FLORIDA. PARTICULARLY DESCRIBED AS FOLLOWS: THIS IS TO CERTIFY THAT THIS MAP OT PLAT AND THE SURVEY ON WHICH IT IS BASED ° I z 6 W THIS SURVEY IN PART IS BASED ON 2 PRIOR SURVEY'S PERFORMED BY THE VELCON GROUP, ORIGINAL T 34 PAGE WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL 0 ' < i SURVEY DATED 6/22/93 AND THE UPDATE SURVEY DATED 12/03/03. COMMENCING AT THE NORTHEAST CORNER OF LOT 1, LENNARD ROAD SQUARE, AS RECORDED IN PLA BOOK REQUIREMENTS FOR ALTA/AGSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ° V) o o O 7, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID NORTHEAST CORNER ALSO BEING ON THE WESTERLY LAST FIELD DATE: 01/13/14. SET LOT SPLIT BOUNDARY CORNERS. RIGHT-OF-WAY OF LENNARD ROAD; THENCE NORTH ALONG SAID WESTERLY RIGHT-OF-WAY OF LENNARD ROAD, A ADOPTED BY ALTA, AGSM AND NSPS AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a)(b), 7(a)(bl), 8; 10/20/14. UPDATE BOUNDARY, DISTANCE OF 446,23 FEET TO THE POINT OF BEGINNING; THENCE N 90°00'00" W DEPARTING SAID WESTERLY 9, 10(a), 11(n), 13, 14, 16, 17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS RIGHT-OF-WAY, A DISTANCE OF 270.85 FEET; THENCE NORTH 00°O1'54" WEST, A DISTANCE OF 176.67 FEET; THENCE COMPLETED ON OCTOBER 20, 2014. SHEET NO.: ORDER GRANTING LOT SPLIT APPROVAL PER PLANNING AND DEVELOPMENT SERVICES NUMBER 13-035, NORTH 89052'49" EAST, A DISTANCE OF 270,94 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF LENNARD FILE NUMBER L51020134685. ROAD; THENCE 5 00000'00" W ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 177.24 FEET TO THE POINT OF BEGINNING. SCHEDULE B EXCEPTION TABLE BASED ON THE COMMITMENT SUPPLIED FOR THE PARENT TRACT O F SURVEY. SAID PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS 47,937 SQUARE FEET (1.10 ACRES)± MORE OR LESS. ROBERT F. KEM'ERSON NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER SURVEYOR AND MAPPER. STATE OF FLORIDA (PSM)#6285 F:\Projects\12-70BS\12-066\12-066 ALTA BNDY SPLIT.dwg, BOUNDARY-TOPO SURVEY, 3/28/2016 IL54:21 AM, Velcon Group, Inc., (772)879-0477 CIVIL CONSTRUCTION PLANS &SPECIFICATIONS SECTION 12, TOWNSHIP 37 S, RANGE 40 ST. LUCIE COUNTY, FLORIDA I Il r,d fkw'vM� Y �5 y fiSnecS N N mQ o-f«'elm s L— wn a s, ern.mM ,�. se>a^m,"unw ig, SE 3A'>n Ave 2 Q SE Ponv'.p ;,,yy=c;E �" �s „ F LOCATION MAP N.T.S. LEGAL DESCRIPTION: A PARCEL OF LAND LYING IN A PORTION OF SECTION 12, TOWNSHIP 37 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. ALSO LYING IN A PORTION OF THE EAST HALF OF LOT 2, BLOCK 1, ST. LUCIE GARDENS ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 35, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 1, LENNARD ROAD SQUARE, AS RECORDED IN PLAT BOOK 34, PAGE 7, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID NORTHEAST CORNER ALSO BEING ON THE WESTERLY RIGHT-OF-WAY OF LENNARD ROAD: THENCE NORTH ALONG SAID WESTERLY RIGHT-OF-WAY OF LENNARD ROAD, A DISTANCE OF 446,23 FEET TO THE POINT OF BEGINNING: THENCE N 90°00'00" W DEPARTING SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF 270.85 FEET; THENCE NORTH 00*01' 54" WEST, A DISTANCE OF 176.67 FEET: THENCE NORTH 89"52'49" EAST, A DISTANCE OF 270.94 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF LENNARD ROAD; THENCE S 00"00'00" W ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 177.24 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS 47,937 SQUARE FEET (1.10 ACRES)± MORE OR LESS. e� EEFOFE ywao uu rwo �yy"ugvessays war�ox rxesrrero�.xawao r�FsvEcrrxeettwrs OWNER VAZ, INC. 702 SW PORT ST. LUCIE BOULEVARD PORT ST. LUCIE, FL 34953 PHONE: 772-879-0477 ENGINEER & SURVEYOR VELCON GROUP, INC, ENGINEERS & SURVEYORS 702 SW PORT ST. LUCIE BOULEVARD PORT ST. LUCIE, FL 34953 PHONE: 772-879-0477 EMAIL: info@velcongroup.com ARCHITECT LARRY L. CHRISTIAN A.I.A. 3801 KIRBY DRIVE SUITE 600 HOUSTON, TX 77096 PHONE: 713-664-7974 LANDSCAPE ARCHITECT LANDSCAPE DESIGN ASSOCIATES 10194 NE HIGHWAY 351 OLD TOWN, FL 32680 PHONE: 352-542-4996 ENGINEER'S PROJECT NO. 12-066 ENG f, J � �l nl LJ INDEX OF DRAWINGS Z 07 0 1 N T- Z 00 0 wl COVER SHEET 1. MINOR SITE PLAN Q 2. PAVING, GRADING, & DRAINAGE PLAN AND SPECIFICATIONS � 3. PAVING, GRADING, & DRAINAGE DETAILS 0 4. WATER & WASTEWATER PLAN z 5. WATER & WASTEWATER DETAILS AND SPECIFICATIONS Q 6. GRINDER STATION DETAILS & SPECIFICATIONS Z W 7. DEMOLITION AND SEDIMENT & EROSION CONTROL PLAN J 8. STORMWATER POLLUTION PREVENTION PLAN Q J 4 2015 }- BY:�_ J __ Q N®v 4� �QI§ CITY OF POR`r ST. LUCIE PSLUSD hereby releases those construction plans. PSLUSO ma no aopresentatlons that the plans are accurate rror does PSLL represent that the plans will meet the needs of the project. Engineer of Record and utility contractor are hereby notified that product or Work that fails to meet the specifications and policies of PSLUSD as well as other applicable agencies will not be accep PSLUSD is not responsible for additional project costs or time del due to the inability of protect personnel to meet sold requirements. NO {:OMMENTS RE1AE WED - SEE COMMENTS By: gate: 6/26/2015 See Comments Sheet #4 and #6. FILE COPY RECEIVED By PSLUS©at 1D: "7 am, floe4 i 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. PORTION OF LOT 2 BLOCK 1 ST LUCIE GARDENS CITY OF PORT ST LUCIE ZONING GU/SEU-GENERAL USE/SPECIAL EXCEPTION FUTURE LAND USE: UTILITIES CURRENT USE: RADIO STATION & TOWER -- -- - OIL 15"OAK i x , I I I i I I , ii I I I , I ' I I ' I ' I I I ' I , I I ' I I I At j _ I i _ I r" I E3c cD i (To R A i _ I I I 0.00' ------------- ------------------ I W EX. SHELLROCK PARKING AREA ry j I (TO REMAIN) �ogg �o J^w w <� w I ' I I I I I ' , I I I 1 1 r r , I i I i I , I , I I I I I ' I I , ' ' � i I � , I I I I I ' I I i I I , , I LEGEND HANDICAP STALL �= TRAFFIC FLOW DIRECTION O NUMBER OF PARKING SPACES - wu - EXISTING WATER MAIN -- �M - EXISTING FORCE MAIN --'- - EXISTING EDGE OF PAVEMENT �O PROPOSED CATCH BASIN Op PROPOSED CLEAN OUT PROPOSED ASPHALT PAVEMENT 0 PROPOSED SITE LIGHTING W/ 25' MOUNTING HEIGHT r FORCE MAIN OUTFACE 20'x20' UTILITY EX. FIRE A 3 E' ASPHALT LOCATION EASEMENT HYDRANT P IV I / DRIVEWAY �„�--,- PORTION OF LOT 2, BLOCK 1 ST LUCIE GARDENS CITY OF PORT ST. LUCIE ZONING. GU/SEU - GENERAL USE/SPECIAL EXCEPTION FUTURE LAND USE: UTILITIES CURRENT USE: UTILITY TOWER 24" OAK 20"_rO�vAK,. N OO.01' 54" W 176.67' g s DRY DETENTION AREA PROP, 12'x12' CONC. DUMPSTER PAD W/ 5' HIGH MASONRY WALLS & OPAQUE GATES (SEE DETAIL) `WALL PACK LOADING MOUNTEDAT ZONE 11.5' ABOVE FFE (TYP.) PROP. CONC. ,. . PAVEMENT PROP. (nP') o 1-STORY CBS t DISCOUNT STORE ' GROSS FLOOR AREA = 8,593 S.F. g^o g F.F.E. = 15.25 N.A.V.D. 1988 j! WATER \ SERVICE �� '�"""'�'��` APRON _ EX. 6' CONC. SIDEWALK SIDEWALK CONC. _ ----------=--=-`-'--_�'- - --'=_---max =_-------- -- -_ - -_- _- __ EX. A-11 , ; PROP. EX. R-O- W - D EASEMENT --- N 00`00'0O'E 177.24' \ \ PORTION LOT 1, BLOCK 1 \ `\ I 5T. LUCIE GARDENS CITY OF PORT ST. LUCIE ZONING'. \Q\ CG GENERAL COMMERCIAL y\ I FUTURE LAND USE: �, ❑ '\ \ I COMMERCIAL LIMITED ^' V CURRENT USE: OQ BST VACANT -OHE�-�-�-OHE 32" OAK STORAGE YARD -- �\1 I o I m O� I I PORTION OF LOT 1, BLOCK sf ST, LUCIE GARDENS 1 ST, LUCIE COUNTY ZONING: IL- INDUSTRIAL LIGHT FUTURE LAND USE: •- - s� IND - INDUSTRIAL 16.34' CURRENT USE: I I i FLEX OFFICE/SHOPS/ I I I SERVICES 16.47' 0 PROP'. SIGN R20' a EX, ASPHALT PAVEMENT 35' INGRESS/EGRE EASEMENT I I� z EX. BLDG. EX. CONC. PARKING AREA EX, BLDG, EX. CONC. PARKING AREA GATE EL.11.89 10' UTILITY 2--- ✓�c ,;y'y E INV. EL.8.94 > > �,..._.-... I i .._..._..... _.^-... EASEMENT 3 -- -a - --EX. 16" FORCE MAIN �j __ •_-o-t __---'___-_.-__'___-_- T w -- - r w w .;T.s- _?- __-- •- _..-__: _ 'a'i�•i.-.,------y,ST'Y".^a.-� =r-+ r=< < - FM FM F - FM FM FM FM FM - FM FM FM - FM ________-___o-_-_-_c -- } : ;. :. ,. >. >. >.; . ', rrYi7>;'c < < < < ,<' <` X f ,( , r M •_--F�----_ � �-m.�---...- FW-------------•-r�-----F:.-----'F-PI-----_I-a4-_--'� - F#-----,G4-----=#------F-04--------'-•,� F-F?f-__•-•-•-_FaV a I'�'�.< < FM -.-- FM - Fni -�M I FM ' -- �LNNARD ROAb o,�',:.y,,,y,: , F : �m O ____�- _ _-_ ------ ---- --_� (CITY OF PORT ST. LUCIE OWNED & MAINTAINED PAVED 100' R/W) v ----------------- -------------_-----_--_-i_-�_--"'*__-__�__-_T,y EX A-12 oo -EX. 2"POLY `__. „C TOP EL. 12.14 jj WATER SERVICE -- ->, �).� EX. A-9 N INV. EL. 9.22 i i- �/ TOP EL. 12.73 Ox ` EX, A-13 5INV. EL. 6.48 11=(` - GRATE EL. 12.89 -•-- - e '--' '�'"^ E INV. EL. 8.74 j l 1 -- -- - N INV. EL. 9.44 H rn y N INV. EL 6,49 W INV. EL. 8.49 ''ti . 2, S INV. El 9.44 x x ________------------------ -------------- _ _E_I_N_V.E_L._8._9_2_______ ____ _ w_ „` -- _ _- ; SINV. EL. 6.65 -�________________________________________________________________________________________________�A-`r___________________________________¶ IP>51r _ ______ __ _ _ ----- --- --------------}----, -- -------- - -- -- ------ - -- --- - ----- ----- --- --- --------- - --- ---------------- - --- ----- - ---- - ------ ------ -- - EX 36"RCP,r- EX 36"RC4_____________________________.,,`/A_________________________________ 30_A-____n �y_ _9�_�� _ ____ _ _�________ wWwM.u._r-.....�vawr�•..aar.�rra•mamvr.rw.a•u..m.��c.c '��-•._.`y--1 'W i ,�`T ---__----------_ `1 $ EX 6" WATER MAIN o, > Y EX. 6" WATER MAIN LJy,J _-----_-___-_-_--__--_-_ rnrnn mmn - WM wnn -- WM __E%'.... WM WM nnn ,r,,,, WM WM -- WM -= VUNI- YLOL _ WM W'M-`-�`?e-=NM �iH �- VJM - - WM ,_-!-- WM WM WM WM --- WM ---- VVM WM -- q` V>tl --- - WM WM -- `NM WM SIGN NO, FTP-21-06 21, AND FTP-22-06 (TYP.) 8"WHITE N �H y_ 'n FTP-21-08 TOP V� aF xH SOo �Y ID 4-1 WRITE 3 PARKING BY DISABLED '0 'O 0000 PERMIT (3)6" ONLY WHITE CHEVERONS $250 FINE EVENLY SPACED F.5.3188 PTP-zz.a ROT 6" WHITE 12' 5' I i NOTES: 1. HANDICAP STALL IS BASED FROM FOOT STANDARD INDEX #17346, SHEET 12 OF 14. 2. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 3. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595a. 4. FTP-22-06 PANEL SHALL BE MOUNTED BELOW THE FTP-21-06 SIGN. 5. FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY, REFERENCE FOOT STANDARD INDEX #17346, SHEET 12 OF 14. 6. FOR DESIGN OF THE ASSOCIATED SIGNS, REFERENCE FOOT STANDARD INDEX #17355, SHEET 4 OF It. HANDICAP SPACE DETAIL N.T.S. I Ao.ys G1.8 a O.L n rw d,y� BEFORE YOU DIG CAL l IW O (P) BLBIN695 M YS 2' 16' 18' TYPICAL PARKING STALL 1" -5- LIGHTING FIXTURE POLE MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS VERIFYING THAT WIND LOADING AND OVERTURN MOMENT FOR THE LIGHT FIXTURE AND POLE INSTALLATION MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. NOTE: L16 T5 LOCATED ALONG PERIMETER OP THE PROPERTY SHALL BE SUPPLIED WITH "HOUSE -SIDE" SHIELD To ELIMINATE LIGHTING SPILLOVER ONTO ADJACENT PROPERTIES. PARKING AREA LIGHTING FIXTURE NTS EX, 8' CONIC. SIDEWALK---"----•-�.__-_-__--- ---------------------- 8" 7" PORT. CEMENT CONCRETE PAVEMENT (4,000 PSI) e• ..'_ 'A • .r .. •. •'• 4 STABILIZED SUB RADE MI DEPTH G N. OF 12", COMPACTED TO 98 % MAX. DRY DENSITY MOD. PROCTOR PER AA5HTO T-180 METHOD, MIN. LBR40. NOTE: 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FOOT APPROVED CLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF TWELVE INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40. 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 #SO/#SO W.W.M. 3, 5A W-CUT JOINTS @ 15' O.C. EXPANSION JOINTS @ 40' O.C. TYPICAL ON5ITE CONCRETE PAVEMENT DETAILS N.T.S. HINGES SHALL BE OUTSIDE OF 10'-8" CLEAR AREA 12" x 18" CONCRETE 100%OPAQUE FOOTING W/3#5 GATES BARS CONT. __________________ - - _______in 8" x 8" BOND BEAM -� W/ 2 #5 BARS CONT. STUCCO STEEL-,,, BOLLARD L-------------- 12'-O" 8" BAND 8" CONCRETE BLOCK WALL W/ STUCCO (BOTH SIDES) W/ FILLED CELLS & 1 #5 BAR AT LOCATIONS SHOWN 4" DIA. x 42" HIGH STEEL BOLLARD W/ 18" EMBEDDED INTO CONCRETE O 12' 8" CONCRETE BLOCK WALLS W/ STUCCO 12' x 12' DUMPSTER DETAIL 1"=5' 1 ��ji��/�/. r: --. • - -.v: -: x - r . is -ri: -. �r�%�!� foi,�� :��rio�! i�j r%� : � r:•i�<' %'?�ri� � � r �r� � i �riP% %�i O1 i� Sri?•r t �r�G?%''!'ir �<[ � t :�,�A�<r ��A:.! :i?iri try ! pi!% is . . • .�. ••r . 4 ti -- - - MEI ALEUCA BL D. -- -- --'' PAVED 80 R/VV PROJECT STATEMENT: THE PROJECT CONSISTS OF THE DEMOLITION OF THE EXISTING OFFICE BUILDING AND EXISTING PAVED PARKING AREA AND THE CONSTRUCTION OF A NEW 8,593 SQ. FT. DISCOUNT STORE AND ASSOCIATED PAVED PARKING AREA. ACCESS TO THE PROJECT WILL BE AT THE CURRENT DRIVEWAYS ON LENNARD ROAD. THERE ARE NO WETLANDS ON OR IMMEDIATELY SURROUNDING THE PROJECT SITE. THE PROJECT LIES WITHIN FLOOD ZONE 'X' AS INDICATED ON THE SURVEY, THE PROPOSED IMPROVEMENTS ASSOCIATED WITH THIS PROJECT WILL NOT INTERFERE WITH THE DEVELOPMENT AND USE OF THE NEIGHBORING PROPERTIES AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEEN MET IN THE PROJECT DESIGN. THE PROJECT I5 ZONED CG - COMMERCIAL, GENERAL WITH A FUTURE LAND USE OF IND - INDUSTRIAL. THE SITE TO THE NORTH LIES WITHIN ST. LUCIE COUNTY AND 15 CURRENTLY A COMMERCIAL/INDUTRIAL STRIP PLAZA COMPRISED OF VARIOUS BUSINESS TYPES AND IS ZONED IL - LIGHT INDUSTRIAL WITH A FUTURE LAND USE OF IND. THE SITE TO THE NW LIES WITHIN THE CITY OF PORT ST. LUCIE AND IS VACANT WITH A ZONING OF CG - COMMERCIAL GENERAL AND A FUTURE LAND USE OF COMMERCIAL LIMITED. THE SITE TO THE WEST LIES WITHIN THE CITY OF PORT 5T. LUCIE AND IS A UTILITY TOWER SITE WITH A ZONING OF GU - GENERAL USE AND A FUTURE LAND USE OF UTILITIES. THE SITE IS BORDERED ON THE EAST BY LENNARD ROAD, WHICH IS A CITY OF PORT ST. LUCIE OWNED AND MAINTAINED 100' PUBLIC R-O-W, AND LAND THAT THAT LIES WITHIN THE CITY OF PORT ST. LUCIE AND IS ZONED RM-11 WITH A FUTURE LAND USE OF ROI - RESIDENTIAL/OFFICE/INSTITUTIONAL. FILL MAY BE REQUIRED IN LIMITED QUANTITIES IN ORDER TO ACHIEVE THE REQUIRED DESIGN ELEVATIONS. ANY REQUIRED FILL WILL BE OF A GRANULAR MATERIAL SUITABLE FOR COMMERCIAL SITE DEVELOPMENT AND WILL BE OBTAINED FROM AN APPROVED BORROW PIT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS USING THE LATEST FOOT STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC R-O-W, WETLANDS, AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO THE ADJACENT PROPERTIES OR WATERWAYS, ..................m.........................n.uuu.�..n...TDRIVEWAY'*; ...... ,. . 660 .......................... .. .. ..................................... LENNARD RD. ... ................. • EX,•• .. ................. DRIVEWAY DRIVEWAY LOCATION MAP SCALE: 1" = 100' PROJECT SITE EX. se fl m,as es n.a. � Il'J L ` III111111 F "o CO€ U Ee a VIP C� ao D r , "IRA 0 „ r 0 ITEM ,r�, r - - r -N,.�<.. ..K Z 0 < IL _12 Ld U RI ,E.... Z 0 v, msu SE"w_a,a _J P ro-r<t.,•aoer-a cn<. n"s'lRd M..a"P" SEOkmRd m D � m 0( O SEEnv.. SE Ba,looMo .. LjJ a) / a /�n^•' J ! m V J - � r LL Z a L' i r LOCATION MAP 0 (f) O J c N.T.S. w J w . (f)) a LEGAL DESCRIPTION: W z u c A PARCEL OF LAND LYING IN A PORTION OF SECTION 12, TOWNSHIP 37 SOUTH, Z r RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. ALSO LYING IN A PORTION OF LLJ THE EAST HALF OF LOT 2, BLOCK 1, 5T. LUCIE GARDENS ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 35, PUBLIC RECORDS OF ST. ui LUCIE COUNTY, FLORIDA, SAID PARCEL OF LAND BEING MORE PARTICULARLY °T DESCRIBED AS FOLLOWS: r COMMENCING AT THE NORTHEASTf CORNER OF LOT 1, LENNARD ROAD SQUARE, AS RECORDED IN PLAT BOOK 34, PAGE 7, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID NORTHEAST CORNER ALSO BEING ON THE WESTERLY RIGHT-OF-WAY OF LENNARD ROAD: THENCE NORTH ALONG z SAID WESTERLY RIGHT-OF-WAY OF LENNARD ROAD, A DISTANCE OF 446.23 z FEET TO THE POINT OF BEGINNING; THENCE N 90°00'00" W DEPARTING a ti SAID WESTERLY RIGHT-OF-WAY, A DISTANCE OF 270.85 FEET; THENCE w �w NORTH 00°O1'54" WEST, A DISTANCE OF 176.67 FEET; THENCE NORTH o x a 89°52'49" EAST, A DISTANCE OF 270.94 FEET TO A POINT ON THE Z c WESTERLY RIGHT OF WAY LINE OF LENNARD ROAD; THENCE S 00°00'00" W Z F° a y d ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 177.24 FEET TO THE POINT OF BEGINNING. (n ti uy w Pi f SAID PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS 47,937 SQUARE FEET (1.10 ACRES)± MORE OR LESS. uj I I r N I I 702 SW PORT ST. LUCIE BOULEVARD PORT ST. LUCIE, FL 34953 PH:772/879-0477 PARCEL IDENTIFICATION NUMBER: 3414-501-4702-000-7 PROPERTY CLASSIFICATIONS: ZONING: CG- COMMERCIAL,GENERAL FUTURE LAND U5E: IND - INDUSTRIAL MINIMUM BUILDING SETBACKS: FRONT: 25 FEET REAR: 20 FEET 5IDE: 10 FEET PROP. BUILDING DATA: DISCOUNT RETAIL = 8,593 S.F. BUILDING HEIGHT - ONE STORY =25FEET PARKING CALCULATIONS: 4.49 SPACES PER 1,000 S.F. GRO55 FLOOR AREA 8,593 S.F. 4.49 SPACES / 1,000 S.F. 39 SPACES SPACES REQUIRED = 39 SPACES (2 HANDICAP, 37 REGULAR) SPACED PROVIDED = 42 SPACES (2 HANDICAP, 40 REGULAR) LOADING ZONE REQUIRED = 1(12'x30') LOADING ZONE PROVIDED = I (24'x30') DRAINAGE STATEMENT: THE PROJECT I5 SERVED BY SITE GRADING, INLETS, AND CULVERTS THAT DIRECT STORMWATER TO THE DRY DETENTION AREA. DISCHARGE WILL BE TO THE LENNARD ROAD DRAINAGE SYSTEM. SFWMD CRITERIA FOR WATER QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED. PROVID UTILITY RS: L E POTABLE WATER = CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT WASTEWATER = CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT IRRIGATION = EXISTING WELL PERMITS REQUIRED: SLC STORMWATER PERMIT CITY OF PORT ST. LUCIE RIGHT-OF-WAY PERMIT FDEP NOI CONSTRUCTION SCHEDULE: CONSTRUCTION START: NOVEMBER 2014 CONSTRUCTION COMPLETION: 180 DAYS SITE DATA: TOTAL PROJECT AREA 47,937 S.F, 1.100 AC 100.00% IMPERVIOUS AREA PROP. BUILDING 8,593 S.F. 0,197 AC 17.93% PROP PAVEMENT / WALKS 21926 S.F. 0.503 AC 45.74% TOTAL IMPERVIOUS 30,519 S.F. 0,701 AC 63.66 % TOTAL PERVIOUS (OPEN) 17,418 S.F. 0.400 AC 36.34% 660' MASTER AVE. M m M D x O O Z p y G a a W N O O U SHEET NO.: 01 OF JOB No. 12-066 ENG 50 0 15 30 60 {m ( IN FEET ) ' I I inch = 30 ft. '1 I i 0 0 0 A9 LEGEND +\3 EXISTING GRADE ELEVATION T/CURB 21.50 1 21.0 B/CURB PROP05ED ELEVATION (H.P. = HIGH POINT) �-'�- RUNOFF FLOW DIRECTION O PIPE INTERFERENCE POINTS EXISTING WATER MAIN EXISTING FORCE MAIN ---.n -----^-- EXISTING EDGE OF PAVEMENT I EXISTING LIGHT POLE 101 PROPOSED CATCH BASIN �p- PROPOSED CLEAN OUT \by y. 0 +'y BENCHMARK #2 1 5/8" IRON ROD EL. 15.31 N.A.V.D. 1988 , -- 1 \y. Af ` 1 � EX. CONC. .. I � F1 �j b \A h +\h EX. SHELLROCK PARKING AREA EX.ASPHALT PAVEMENT --------------------- EXISTING ALUMINUM & STEEL POLE BARN 126.6' 9 �OHE ❑m 32" OAK ry9 `iu' FICUS `5A WCUT EX. PAVT. AND !!! MATCH EL. \A�0 EX. STORAGE YARD EX. BLDG. EX. CONC. PARKING AREA EX. BLDG. EX. CONC. PARKING AREA 95LF.15° 14.40 0 14:';4fi 1'44'I 't 1'43�. A C PAVT. AND RCP @ 0.3% D+\hSAWCUTEX. 1 14.20 MATCH EL. --- EX. FIRE > +\ i1 HYDRANT o /� 0y \1 9b 'a EX. ASPHALT r253 \ ry0 - - ESE' y "y �; ^ � o ESB d- - \y'°' ry - '�' DRIVEWAY rya 0ti - h-___..�...�� r� 3 1 .6'LONC, SIDEWALK `'ss N00°00'00"E 177.24' - / ESE 1269 EX. 6' CONC. SIDEWALK �+ E APRON y ___ _ - a F _ E -11 0 M1ry 0A r' y na m M1A .0 GRATE EL. L1A 1,e9 II SAWCUT,REMOVE, +'ySEE SIDEWALK,. E INV. EL.8.94 l i -^' �0, >'�Y ^' u REPLACE CONC. IWVIMV. EL. 9,00 i I �. CONNECTION _ - - � c w <� SIDEWALK AT X I� DEW LK E DETAIL -- ,-.,-------F3a------ ---_ _ ,< . EX. 16" FORE MAIN (CORE JOINTS AS READ. vyg vryg0 >, - FM FM - F M F _H F -- - 1' - - F M FM FM M F M '.-M rM ��A-----F�1 PM11 FM PM M FM F -04--==m,^ FcF,-_�.-_ F--+-f"r---1-#-h ��F 34- -F W. +-�. � M c _ _ •... _ a JIB ,J (, .1 L, �E1 `�1 V�RD RD. - �I `> >, r: > S.-�T. TY, ,� r JT.7"!^"r �-i�-5^T4- I I 5 d ?-,<�,C <'.� l 4 9R ty rJ < �I , , <�,<� < ,<" ,<i .<' ,<' ,c�,:' ,<� ,<' ,<X,IY,<Y,<Y,:�,<' <' F�,<�,< <Y.: <' .<' ,< .< ="! =:_� (CITY OF PORT ST. LUCIE OWNED & MAINTIANEO PAVED 100' A/W) _ T i ;>. ), >` ��>`> ^ %v° %`>_ >' > v ; ';' >' >' >' >' >' v ; , ', ,, . ' ', ', <y,<,',,I, <i <�, ; <y Y_Y" > _ar: _, �.6�6.._ ;_. 'l _( - S TOP EL. NV. EL.16.48 I I� x 2" POLY�> I>.` E%. A-9 � n 2.14 WAT -------- - - ------ ---- -------------- EX. A-12 I I LL v ER SERVICE TCP EL. 12.73 O �i -- ---- GRATE EL. 12.89 --- --- ,Iry "--- < N ]:NV. EL. 9,44 N m N INV. EL 6.49 ll 3 �A• E INV. EL. 8.74 I h 5 >., >, ' W INV. EL. 8.49 yy >' > SINV. EL. 9.44 ALNV. E_L._6._65_ r � __________________________________________________________________________________________ 1J I E%. 36 RCP �� __________ ______________ _ ___ _______ ________________________ __ _ ___________________ _ _ _ _ _______________________________ ___ " it I'' EX. 36 RCP ti plr _________________�9"_T?£?___ ____ ______ _____ __�i � i1'? 9a"'�� 'I EX. 6" WATER MAIN EX. __- __-- �. _ _ __ i- __ EX 6" WATER MAIN`•. _ •"t ; .I>. WM - WMWM_--WMN1M___-____ RIVEWA WM WM tMh4__�4Vd-- WM WM W� VtRi/I'�'---YLA1_ _ vvm N�__._-___-Nfr1 -=�y`t_C`--�1^_GI WM _-_vvRl.1 �WM_--___ WM WM--,�'-�,- WM WM -__ Vi1M -i VyM -._ e`�,�N - WM WM `NM VVM M< -� -- ----- -- --- ---- --� =EX- -_� - �ME�LEUCA BLV�D. -- EX. CONC. SIDEWALK ------------------`-----'---_-- \/'----_^-_� 'bRI'V�WAY - �EX.6' CONC. SIDEWALK a�`1�\` (PAVED 80' R/W) _ _ ___�____________- _ ___- __ �e --------__--_------------ ------ - ---- CATCH BASIN SCHEDULE NOS SPACING BR REQUIRED ROADWAY /PARKING AREA TESTS ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED BOX TYPE UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT STRUCTURE PER F.D.O.T. ELEVATION - FT. N.A.V.D. FROM N.A.V.D. '88 TO N.G.V.D. ' 29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO SEE SITE PLAN NO. TOP NORTH EAST SOUTH WEST WEIR BLEEDER INDEX #232 COVER ITEMS TO BE TESTED F.B.V. DENSITY L.B.R. THICKNESS GET N.G.V.D. ELEVATIONS. 1/2" CHAMFER C.S. R 14,85 NW 10.50 10.00 - - - - TYPE'E. USF 63M 3,0 5I CONCRETE (CONTROL STUCTUREI NOTE a ALL DRAINAGE PIPE JOINTS, INCLUDING ROUND CONCRETE PIPES, SHALL HAVE Co PAVEMENT `r so #2 13,50 10.55 10.55 TYPE'C' USE 6212 MAX. SPACING MAX. SPACING MAX. SPACING MAX. SPACING A FILTER FABRIC JACKET IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC SO#3 13.50 - - 10.75 10.75 - - TYPE'C' USE 6212 LIN.FT. SQ.FT. LIN.FT. 5 .FT. LIN.FT. 5 .FT. LIN.FT. 5 .FT. DRAINAGE STANDARDS. ALL RCP PIPE USED FOR EXFILTRATION SHALL HAVE 00 SD #4 13.95 11.35 - 11.35 - - - TYPE'C' USF 6212 COMPACTED OR " BASE STABILIZED SUBGRADE 300 10,000 300 10,000 300 10,000 300 10,000 SLOTS, IN ACCORDANCE TO FOOT INDEX #285.2 OPTION 'B'. SD #5 13.95 11.35 - - - - - TYPE'C' USF 8212 SO#8 15.00 - - 9.40 9.40 - - 4'0 M.H. USE 170.E SUBGRADE COMPACTED T LIMEROCK BASE 300 10,000 300 10,000 300 10,000 SIDEWALK SLOPES PER ADA 98% MAX. DRY DENSITY PER SD #7 16.00 1 9.25 1 9.25 - - - - 4' 0 M.H. USE 170.E SHELLROCK BASE 300 10,000 300 10,000 300 10,000 LENGTH MAX. SLOPE LONGITUDINAL 4 ASHTO T-99 METHOD ASPHALT _ - _ - PERINSP. PER INSP. L16' 1:12 NO HANDRAILS SIDEWALK/PAVEMENT DETAIL 6'< L < 30' W2 HANDRAILS BOTH SIDES 5 6 13.00 13.40 13.50 13.90 �a q� � 0 12.1 1n LANO. 5 Q E AND. SL E LAND. v 55' 5' 5' N fV �a p Tv) 12.90 13.30 13.40 13.80 MATCH EX. EX. 6' CONC. 5I0EWALK EL, 12.5± SIDEWALK SIDEWALK CONNECTION DETAIL SCALE: 1" = 10' AldeYr V18 L Lih ru diy BEFORE YOU DIG GLLL RW I1)BI/BINE95MY5 WAIT FOR iNE91TE>OBEANRYEO FF6PECT 1NE M4PF5 OttY.GFELY NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" 6'4 L < 50' 1:20 NO HANDRAILS N.T.5. INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE OF THE RIGHT EDGE. TOP 4 13.00 Z GROUT 6^ 1- 12.00 (TYP.) m 2,25' GROUT U- (NPJ a W 11.00 TNVSEL 0.50 m _1 ry -+ BLEEDER 15" RCP uJ Z-� ?. m __ _ EL. 10.50 INV. EL. 10.00 10.00 EL. 10.00 2.25' I BOTTOM SCALE C.S. #1 1"= 3' V C.S. #1 CONTROL STRUCTURE WEIR PLATE TYPE ' E' BOX CROSS SECTION LOOKING NORTH PROP. PAVT. EL. 14.0± 13.00 ® 12.00 PROP. 15" RCP q INV. EL.11.3± 11.00 LL 6" MIN. 10.00 liJ PROP. 15" RCP 9.00 INV. EL. 9.2+ INTERFERENCE POINT #4 SCALE: V = 3' H V=3'V DETECTIBLE \. -I \ WARNING HANDICAP RAMP DETAIL N.T.S. GENERAL CONSTRUCTION NOTES: � W 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO N N Q BIDDING WORK AND SHALL. TAKE INTO CONSIDERATION ANY OMISSIONS, rn UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF N PAVING, DRAINAGE, AND UTILITIES. SHOULD UNCHARTED OR INCORRECTLY CHARTED h- UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT Llj ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND ENGINEER OF 000 RECORD. 2. ALL MATERIALS AND WORkMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE \ w > � Z CITY, COUNTY, STATE, AND FEDERAL REGULATIONS, CODES, AND ORDINANCES, cr INCLUDING OSHA AND FOOT SPECIFICAIONS, LASTEST EDITION UNLESS OTHERWISE z �\ Q LIJ AUTHORIZED BY THE ENGINEER IN WRITING. z d , 3. LOCATION AND SIZES OF ALL EX. UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR IS Wa !�\ RESPONSIBLE FOR EXACT FIELD LOCATION AND SIZES PRIOR TO COMMENCEMENT OF X ANY CONSTRUCTION TO ALLOW FOR PIPE RECONFIGURATION IF NEEDED. THE CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITIES AT LEAST 48 HOURS IN IQ N 6 ADVANCE OF CONSTRUCTION OPERATIONS, �- 4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF z (LC)0't THE ENGINEER PRIOR TO COMMENCING WORK. 0 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THr ENGINEER OF RECORD. QY J 000 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS / LICENSES PRIOR TO 0] W O O Nr7 ^Q N COMMENCING WORK. W Oj > 7. THE CONTRACTOR SHALL KEEP COPIES OF ALL PERMITS, PLANS, AND SPECIFICATIONS _J ON SITE DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTING TO BE V) (\ Q PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER Z 0.5f Li -I I� W OF RECORD. THE CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER OF 0' U �t O O RECORD ON ALL SUB GRADE AND BASE. TESTS SHALL BE PREPARED IN ACCORDANCE J WITH AASHTO T-180 METHOD AT ALL AREAS OF DISTURBED ASPHALT & PIPE / j' W U TRENCHING. W J W N wu 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE RESULTING IIi FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALE5, ETC. u0 N W 10. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF Ld > LLJ ON a- �0 ONE YEAR FROM THE DATE THAT PROJECT HAS BEEN ACCEPTED. ALL FAULTY ui CONSTRUCTION AND/OR MATERIALS THAT OCCUR DURING AFORESAID PERIOD SHALL BE CORRECTED AT THE CONTRACTOR5'5 EXPENSE AND IN A TIMELY MANNER. T 11. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 12. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIR EXISTING FACILITIES. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO ANY F w REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR 0 o INSPECTIONS AND/OR TESTING. 0 ZO 14. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AS -BUILT SURVEYS CERTIFIED BY A 3 LICENSED SURVEYOR UPON COMPLETION OF CONSTRUCTION AND SCHEDULE A FINAL V) " INSPECTION WITH THE ENGINEER OF RECORD. w a 15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE W PROTECTED. IF A CORNER MONUMENT I5 IN DANGER OF BEING DESTROYED AND HAS N NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY w b SURVEYOR WITHOUT DELAY BY TELEPHONE. ¢ -' O 16. IF HARDPAN 15 ENCOUNTERED WITHIN RETENTION AREA OR SWALE5, IT SHALL BE rr REMOVED AND REPLACED WITH A GRANULAR MATERIAL. m 17. IF MUCK OR ANY OTHER UNSUITABLE MATERIAL I5 ENCOUNTERED, THE MATERIAL SHALL BE COMPLETELY REMOVED AND BACK FILLED WITH A GRANULAR MATERIAL AND COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. a( �V 18. LOCATION OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS MAY HAVE TO BE V J ADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. Z 19. RCP INDICATES D TES REINFORCED CONCRETE PIPE. C MP INDICATES GALVANIZED CORRUGATED Z 7 METAL PIPE. BCCMP INDICATES BITUMINOUS COATED CORRUGATED METAL PIPE. CAP INDICATES CORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATED POLYETHYLENE PIPE (N12) MANUFACTURED FACTORED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS). 20. MITERED ENDSECTIONS SPECIFIED ON THE PLANS NS SHALL BE IN ACCORDANCE WITH 4y W U_ FOOT STANDARD INDEX NO. 272. 21. COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL LL BE 906 OF MAXIMUMDRY 0 U. DENSITY. ^ Zfn 22. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE V 1 L IJ ANY FLOODING OF PRIVATE PROPERTY. Z I.i. 23. ALL STORM SEWER LINES AND DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS DURING THE FINAL '^ STAGES OF CONSTRUCTION. V J 24. ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE Qp��t7 CONSTRUCTION AND NOT ALLEVIATED AS PART OF THE PROPOSED IMPROVEMENTS, (� -" SHOULD BE BROUGHT TO THE ATTENTION OF THE GOVERNING AUTHORITY AND THE �+ ENGINEER OF RECORD. 25. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN TO REMAIN. IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR SHALL SAVE SAID TREES. SHOULD ADDITIONAL TREES NEED TO BE REMOVED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO REMOVING SAID TREES. 26. IF EXCAVATED FILL MATERIAL I5 REUSABLE, STOCKPILE EXCESS FOR USE IN LANDSCAPED AREAS. (1-7500 27. UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO AN APPROVED DISPOSAL SITE. AS AN ALTERNATIVE, BURNING ON SITE WILL BE ALLOWED WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE APPROVED BY OWNER. Q 28. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO Ems _0 PRE -CONSTRUCTION CONDITIONS OR BETTER. ALL EXISTING SIGNAGE, PAVEMENT MARKINGS, ABOVE GROUND APPURTENANCES, ETC. SHALL BE RESTORED IN KIND. 0' 0N OJ 29. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE f.L LL TOP OF CURB OR SIDEWALK I5 6" ABOVE THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR ADDITIONAL CLARITY. O Z 30. ALL CONCRETE SHALL DEVELOP A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI UNLE55 OTHERWISE NOTED. < Q 31. ALL REINFORCING STEEL 514ALL CONFORM TO ASTM A-615 AND HAVE A TENSILE Lu STRENGTH OF 60,000 PSI UNLESS OTHERWISE NOTED. U J 32. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED AS APPROVED BY THE ENGINEER OF RECORD, W F 33. NO WATER OR SEWER SERVICE IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE I5 O RECEIVED FROM FDEP, IF APPLICABLE. 34, MAINTENANCE OF TRAFFIC' SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AND THE FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX #600", LATEST EDITIONS. 35. EROSION AND SEDIMENT CONTROL- CONTRACTOR I5RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILT-ATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAYS. 0 0 0 a o w C 36. ALL BERMS AND GRASSED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE w Z Y m WITH THE APPROPRIATE SECTIONS OF THE ABOVE REFERENCED SPECIFICATIONS v ¢ o UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER OF RECORD. m o o 37. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY VELCON GROUP, INC. DRAWING NO, 12-066. ALL ELEVATIONS PER BENCHMARKS REFERENCED ON SURVEY. SHEET NO.: 2 OF JOB No. 12-066 ENG 17.00 16.00 15.00 a 14.00 Z 1= 13.00 EX. CONC. LL SIDEWALK W w 12.00 11.00 10.00 9.00 I 17.00 16.00 15.00 C) 14.00 Z LL 13.00 UJ -1 LU 12.00 11.00 10.00 9.00 91 15' SOD / LANDSCAPE `MATCH EX. i GRADE EL.12.7± 31' 42' 6' 6' PROP. PAVT. PROP, PAVT. CONC. LANDSCAPE SIDEWALK EL. EL. EL. 15.00 15.10 15.15 EL. EL.14.30 INVERTED CROWN EL. 14.50 VARIES 13.50 - 14.15 CROSS SECTION 0 PROP.151, RCP INV. EL. 11.2t 5' 3.5' 10' 29.9' 10, 7' SOD SOD SOD SOD SOD SOD/ LANDSCAPE CROSS SECTION 8" Fes- 7" PORT. CEMENT CONCRETE PAVEMENT (4,000 PSI) STABILIZED SUBGRADE MIN. DEPTH OF 12", COMPACTED TO 98! MAX. DRY DENSITY MOD. PROCTOR PER AASHTO T-180 METHOD, MIN. LBR40. NOTE: 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF TWELVE INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40. 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 #10/#10 W.W.M. 3. SAW -CUT JOINTS @ 15' O.C, EXPANSION JOINTS @ 40' O.C. TYPICAL ONSITE CONCRETE PAVEMENT DETAILS N.T.5. T/BANK I I EL.14.0 __--__-.� MATCH EX. GRADE 14.0± J1 4 I I 5CAL6: 1" = IU' H 1" = 2' V 1.25" TYPE SP 9.5 FINE ASPHALTIC CONCRETE TRAFFIC LEVEL B SCALE 1" = IU' H 1" = 2' V 17.00 @e MI • / Al a Z 13.00LL w to 12.00 11.00 CROSS SECTION PRIMECOAT SEALANT TO BE APPLIED ON TOP OF BASE COURSE CONSTRUCT 6" LIMEROCK OR COQUINA BASE COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD, LBR 100 `STABILIZED SUBGRADE MIN. DEPTH OF NOTE: 12", COMPACTED TO 98 % MAX. DRY PAVEMENT SHALL HAVE MARSHALL DENSITY PER AASHTO T-180 METHOD, STABILITY OF 1,000 LBS. MIN. LBR40, MIXED AND HOMOGENEOUS MATERIAL TYPICAL ONSITE ASPHALT PAVEMENT DETAILS N.T.5 Well I III, v�©_ __ Gerenal : e No. 3. ICI ■�©��©��_ 1r' 1 F16a i&Y11a1�J1 LiP1 ia111 E1� 1Kk1 ta211 �6'.i11Rki �C¢li fikl LE•:-� LN-�l <Ae� L.IF'i:� i3i �'L!!'i� lP� irk 11SF1i11 fE!1lill fa f1 �7 frY� owkw fP1lSf• s11Fg"M 1ia&L.: f1RnZ11 tI�NNIm ifi7f11166l111 F1dK.M 1iAa�B3f1 W*-A iirFErEMdlli 111111itFPil0ue IIIIIIIIII101111 IIIIIIIIIIcs1 szIIIIIIIII owi:>. EYa 111OLsIIIIIIIIIIII �:11+�13-11 i3.211 iG?!1 iEaTtY 113M"'Mill f16:1 Qf• ik� Eb11c>• iTT.tii 11NTWw wsn-wwww 18ki 1&AM EIRM1 E7� 1lIERIN L7 �lrFi11[=E+FY r3PYis 11FE1IFA1iF=1 KXM iiiii �t:F1 �FI1111 1xC>f i.7lra !S!•�I>t li t!i <5.1• EIS 1P11[7Sll iF:11 In" larZl1r111 1R€111rt1 F1rb1 WX141 WIP111 t>Fti 1F11 iSili lackillill }]11[fik'�1E14bi1 fA:El1 FFbFy i1191 iF'7111Ur1 iRF11ar:111FF11fi'_1!f>•EF>•tip irtL7laCFa t'1• 1:LSi 1/Q:3/ Ilia" 1a-Mi 1)C•1 ow"l �F:=li 11F 81 Will ii]i W4I11 1aJ1 b3f311CitTlr sang Ill 1i3F'I13RfJ Illig 1R!-)1 i1r711+YS111r.11ri1 it•� �'7 ii� E31 1Rdi F'Gdi 11pY11C1r li fr3l-111a:,:1l �fi lII ]11IGI•I11F.Fili lii[In1+E.➢1E�ik5111 F=11iZ11.ifT=1 E'>t �>•�i.7� Ali FI6li 16L101[E-J111F'�hill FMIIZ1 i1FL1=KI1liFM111FL1 R51 �T->t t!:>•E!>t ti>• fYli liG)Qli li ffi1{E3Ji il6i•1■ra..rlkSYl fi�ii iC-li1"d_111CIL[=I1 KMAifFm1#rF'Yli rIE[311i3F1fiyAi111[3:71 i1tE)• S�1fiF41 iiirC�k7 tr�Ei�tY7�� ' REM OWANS:rbO90-0wa�I1/t1F1<1�iFY11S:M11 i'Fi111YFi iF3•Mi1 iRk111ki11:]� 11B-f f51C!l frr>t irl�iF>t lfa iFi 116p1i 11FI11.aP�11]E!-111:i[T1 fFJf1 i1S1111aY1 iFF1 f[]pfi 1r71f1i 1F 1111Ci1 fYZY111Qii 1a�t1 ib[Y•] 1Rii i�?Y� fill itiA7f 11F1•li 17FY1 �lr€91r3F71 i&3811dI1 iM7 �FFf 11iZ1 ib>t lY� i.:7 i:•>• fl"ili Illul 119M1•f Ill swim 1Rb'11r=1a •1 F3fiI1 swill! r111xtiy AllWFf•1 f5P/111r�11fcIf 115�II!_-r:>t��i`:1• 1Iti1 i>6i 1w4i 1HM •] 11SL+11Bp}:]-F% 1r{11iLiill maw" IsM. - V 1iEhY 1[.i111r4a f1S di fia$11r1rS1 ikS2i lr]Gl•1 �i113:•11 i6'k1/1r1Vk'/�Sfi11 FF5§ii ilFi:71 �!•':71;1'4f 1S=S11:16:1 >tE7 E3�1:>• <11i [dQ-`i l Ir 1RYi iFxrl lkbl-]111:xa11 i1:i11ai11AsF11 i1kT1 lilt€9 r{a1:y 1161111['u711r'•11r771:1fi1 tip t::� �� 13'7 �1111F]QJi 11rS=16Ei11 r1•aF11M6%1 fr011a •1 iR!11a[11a'y11f7©1T120 alum tim 1#m Ali 1.'IIi112•:i11mho 1[Rf'si#1111 WX1.0 &AAWRFI 13A:di ME" F1MIA iaL-1 fE: 1. RM1 m Ill Ei7 iF1• it:E111161i1 E1 IxP11M rk]rf•]/fil[Fi ik'/11Q.I1 M11RIm1FIF']i 13hI•Ji i�il IWO lx11±f'-1fA:f WMINII ifi'-1 >•1-i:>•tS>tr>• fMY11 i[7Q)i1JFSi Fmil1 rY3�11 r{:a:41 rkSF1 iii111F.1f[7f[711{71Iy W1111RA 1.A]ii-A:1 W-MM ilr?111rZf t:b�11tM11r1fr1 IN ECTION IONCRETE PIPE 272 6' 4' SOD / LA SCAPE 16.00 = 15.25 MATCH EX. I EL. PROP. FFE _ 15.00 GRADE 16.Ot 15.0 1L /- PROP. PAVT. to' SOD / LANL EL.VARIES 14.10 - 14.50 Q l4.UU Q Z LL 13.00 W W 12.00 11.00 10.00 IIIIIIIIIIIEMOX I EL.14.5 I CROSS SECTION EX. PAVT_ I MATCH EX. GRADE 14.5± 1" = 30' H 1" = 2' V SAW -CUT AND TACK COAT 1'-011 EXISTING EDGE EXISTING ASPHALT 0 PROP, 151, RCP INV. EL. 9.7t PROPOSED ASPHALT PAVEMENT EXISTING BASE-/ � PROPOSED BASE EXISTING SUB -GRADE PROPOSED SUB -GRADE ASPHALT PAVEMENT SAWCUT & BUTTJOINT DETAIL N.T.S. y 6" Min. B" 2'-0" - VSTen used on high side of roadways, the cross slope of the to shall match the cross TYPE F The thickness of the Ilp sholl slope of the adjacent pavaroB�pai-ce On Low Side Of Pavement be 6, unless othewi�e ah on plans. Io Be;"Above Lip Of Gutter. Surface Note: For use adjacent to concrete or flexible pavement, concrete shown. For details depicting usage adjacent to flexible pavement, see diagram On High Side To Be Flush With Lip Of right. Curb Or Curb & Gutter, Expansion pint, preformed Joint filler ontl joint seal are required between curb & gutter and concrete pavement only, Boo diagram right. Slope Varies CONCRET-F-yCURB AND GUTTER F• Flexible Pavt. /Jolnt Seal i^- m Applies to both high and low sides of pavement, law side shown. CURB AND GUTTER AND TYPE A CURB Dana. Pav't, �I"Exp. ADJACENT TO FLEXIBLE PAVEMENT Joint And Preformed Joint Filler TYPE D Joint SealO Note: For use adjacent to concrete or flexible pavement, concrete shown. e� Expansion joint, preformed joint filler and Joint seal are required between curt' and concrete Pavement only, see diagram right, c Concrete Concret CONCRETE CURB j Gutter Pavement 3,�'Max. r Depth Of Sowcut �4"Exp. Joint And Preformed Joint FilletO O" M. '•." 5" Max. ❑ Applies to both high and low sides of pavement, low side shown. 0" Max' EXPANSION JOINT BETWEEN GUTTER TYPE AND CONCRETE PAVEMENT Sawcuts should be avoided within valley gutter and within curb and gutter endings. CONTRACTION JOINT IN CURB AND GUTTER GENERAL NOTES 1. For curb,gutter,and curb and gutter proide }" contraction joints of 10' centers (max.). Contraction joints adjacent to concre pavement on tangents and not curves ore to match the pavement joints, with Intermediate joints not to exceed 10' centers. Curb,gutter and curb & gutter expansion joints shall be located In accordance with Section 520 of the standard specifications. 2. Ends of Curbs Types B and D shall transition from full to zero 4" Min. heights in 3 feet. 4" Min., 5" Max. 2" 3" �361M, Sawout 33 Min. TYPE D CONTRACTION JOINT IN CURB F CONCRETE BUMPER GUARD CURB & GUTTER DETAIL F.D.O.T. INDEX NUMBER 300 1 of 1" = 1U H 1" = 2' V CONSTRUCTION FIELD OBSERVATIONS Mn W I. DRAINAGE N A. LAYING OF PIPE (BEFORE BACKFILL) rn PV B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. 1n C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND Q:� SWALES. O LLDD D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS p N cc EVIDENT. IY II. UTILITIES (PERMITS) � _J J Z A. PIPE LAYING IN RIGHTS -OF -WAYS. w > B. JACK AND BORING / DIRECTIONAL BORING. LLJ z z LiC. WET TAPS. Z D- d D. ABOVE GROUND MANHOLE INSPECTIONS AND INSTALLATIONS. z a. w � III. CONCRETE A. CONSTRUCTION OF CURBING, SIDEWALK, NON -BUILDING SLABS, X < AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. LL U I N IV, PAVEMENT M �t a) A. LINE. AND GRADE (CERTIFICATION). Z ( S. SUBBASE (PRIOR TO ADDING BASE MATERIAL) C. BASE (PRIOR TO PRIMING AND SAND SEAL) D. BASE (AFTER PRIMING, SAND SEAL AND BEFORE PLACING OF / L.L I O z ASPHALT) Q/ J 00 E. ASPHALT OR CONCRETE (WHILE PAVING I5 IN PROCESS). = O 07 F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD 1-) (ABOVE INSPECTIONS APPLY). BASE AND ASPHALT. O Li j w In N N U a G. TEST RESULTS ON SUBBASE, n/ O H. FINAL PROJECT OBSERVATION. r� . �LIL� _J PROJECT CERTIFICATION REQUIREMENTS V N F_:J_ � I. PAVEMENTTESTING Z qfy W r A. FLORIDA BEARING VALUE (FBV) OR LIMEROCK BEARING RATIO (5 O (LBR) TEST RESULTS. 0 N O ::) O B. COMPACTION TEST RESULTS. ' ` a -i W C. BASE MATERIAL TEST RESULTS. v W Q D. ASPHALT TEST RESULTS. W !n 00 U II. WATER AND SEWER W Z N H N A. DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATION \ Z D W FOR BOTH WATER AND SEWER (OPERATION AND MAINTENANCE), / W O r 0-�U IF APPLICABLE. B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. W t C. BAC`r'ERIOLOGICAL AND PRESSURE TESTING FOR WATER MAINS. D. VIDEO AND EXFILTRATION TESTING FOR GRAVITY SEWER MAINS, IF APPLICABLE. lesses ` E. PRESSURE TESTING FOR FORCE MAINS, IF APPLICABLE. F. UTIL.ITY ACCEPTANCE FOR OPERATION AND MAINTENANCE, IF APPLICABLE. III• CERTIFICATION AND RECORD DRAWINGS A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE WITH APPROVED PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE PROJECT. Z V) U Zo 3 I- n. OK V) J y to \W O � W a. W 0_ N N i W m O NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT FROM N.A.V.D. '88 TO N.G.V.D. ' 29, ADD 1.48' TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. Mimi Alv pall e:. b. G,e yu Jfa BEFOREYOUOIG 0a .ry OlVSINEssoays warmF MESRE roes AwHxEn RE4P£Csm, waKH aIGGFELY its 0 9 m " 3 0 .. O m a' 0 _1 Val W� L. b $ O Z X y u J O1 lil 3 U o 0 U Q Q O m X Q L`L (N 0 0 U U SHEET NO.: 3 OF s JOB No. 12-066 ENG 30 0 15 30 60 ( IN FEET ) I 1 inch = 30 ft. I f I L.�_-- -- -- -- -- -- -- -- I I I 1 ' I I I I I I I I I I 1 I I i i I i EX. FIRE r HYDRANT will LEGEND gv +� EXISTING GRADE ELEVATION T/CURB F221.50 1.00 B/CURB PROPOSED ELEVATION (H.P. = HIGH POINT) '�- RUNOFF FLOW DIRECTION OPIPE 1 INTERFERENCE POINTS -- wM - EXISTING WATER MAIN .- FM - EXISTING FORCE MAIN ---� EXISTING EDGE OF PAVEMENT )' EXISTING LIGHT POLE PROPOSED CATCH BASIN Op PROPOSED CLEAN OUT r E$( EX. CONC. EX. EX SHELLROCK PARKING AREA EX.ASPHALT PAVEMENT EXISTING ALUMINUM S STEEL POLE BARN ,Pitt`727, ,rr ... 2" 90° ELL 2" CHECK VALVE � F f EX. ASPHALT DRIVEWAY - lgiwrl- 126.6' 191 L.F. 2" DRII POLY FORCE MAIN (DIRECTIONAL BORE) ESB E%. 6'CONC. SIDEWALK O _ �-mz� _ems--sazazzr�smansz¢�s_--s Wiz__- SAWCUT, REMOVE, z :___-___�__ --_--'-__- _-__-_---------- Z ----___"_----------_-'-"---_--'-_'-'-__'__ G REPLACE ASPHALT o < " 6 CONIC, CURB AS REQD. xo w � X 36" FORCE A FM FM - F - F. - F - FM FM -- FM FM:-_D �^ RW�_:-.- ENNAR D. (CITY OF PORT ST. LUCIE OWNED & MAINTAINED PAVED 100R/W) s -- ------.J.--.__--------.r----_�_-----_-----�__�--- ®®-. __._® ..--•- GRATEEL. 12.89 NINV. EL. 6A9 _____ _________________ ______ .EL. 6.6 ________ ____________ _ _____ _ ___________ _ _______ ___ _____________________________________________ _____ __ ___ _____SN _ ____ ______. > EX 6 WATER MAIN VVM 'rNM'--•._1(mA WM WM _ �- EX VJM - WAA - WM VIM RIVEWA �__-.-----'--- --� WM - vVM VVM �(JhL_--�'/dNi'---"-'�-WT___ _[} Vy.�.E___-_-�___ -_\ypd__'_ EX. B CONL. SIDEWALK PROP. PAVT. EL.13.71 itI 12.00 Lo > PROP.151, RCP Q EL. 11.21 ZINV. Z 11.00 L j 1811 MIN. W LU 10.00 -, (j W PROP. 1" DR9 POLY WATER SERVICE INTERFERENCE POINT #1 SCALE: 1" = 2' H V=2'V AI"ri 8."eto,<re�iy BEFOFEYOUNG uu iwnmeuvxssruave WarFCp iNE&IEIOBFM4N'FO xemfxrmenwnm demaav 14.00 PROP. PAVT. EL. 14.01 PROP. 151, RCP INV. EL. 11.31 6" MIN. PROP. 6" PVC SANITARY INV.I LATERAL - INTERFERENCE POINT #2 SCALE: V = 2' H 1" = 2' V PROP. PAVT. EL. 12.31 12.00 INC z t~ 11.00 LL LU J 10.00 L11NV. LU 9.00 8.00 PROP. 2" DR11 POLY FORCE MAIN INTERFERENCE POINT #3 SCALE: I" = 2' H I" = 2' V 15" OAK 6" PVC BLDG. SEWER @ 1.0% MIN. PROP. CL GRINDER STATION 0 TOP EL. 15.25 INV. EL. 7.25 PROP. 20,�x20' UTILITY -� 3 EASEMENT ----- -�� u D� )HE Q -OHE OHE OHE OHE OHE--r��OHE -- -- tab -- �Kv). 24" OAK 20OAK a-32" OAK ----------------- T2.6----------- 12.5 \ -\ \ I I 11.5 _-.____-� i _----_-.�.,` (' I1.51 � I t DRY DETENTION AREA BOT. EL. 11.5 (0.05 AC) TOP EL. 14.0 (0.14 AC) --- r C�}-L_i; RE�VE LE PROP. s e o (R MOVE , W RP 10' W UTILITY Esa EASEMENT EX. 6' COW. SIDEWALK N DD"00'00" E 177,24' 60 L F. 1" DR9 POLY EX STORAGE YARD EX, CONC PARKING AREA GRATE EL. 11.89 a SAWCUT, REMOVE,- "- EINV.EL.8.94 ii WATER SERVICE &„REPLACE CONC. SEE DETAILA' _� ; •.� .. ; SIDEWALK AT EX. �' THIS SHEET FOR I I JOINTS AS REQD. 3/4" HOSE BIB . .�, sv WATER SERVICE DESIGN ,-.,- -FN F ,Fp'. may}-� FM FM - FM �M FM - __ ;a=4m 9zaers- v -mzmzzr.+�-=�z4z=r-r r'•-r-,P ram"--sanri+-e-y '"_c .< ,cam' - > T � 1 � it EX. 2 POLY s �' TOP EL 12.14 i i, ' EX. A-9' c WATER SERVICE N INV. EL. 9.22 � i m �. ` TOP EL. 12.73 � 5INV. EL. 6.48 I I: Illrf /- N INV. EL 11 N m E INV. El. 874 I'-S INV. EL. 9.44 W INV. EL.8.49 J1i` ! E INV. EL. 8.92 w ___It m _ __ - --- - ',D;I --- - -- --- ----------------- W77777 ------------ ------- --------------- ---- - =r- -- - - --- -- ----------- �----- - EX. 6" WATER MAIN -- WM - VVM1A WM - M `.VI WM I W VVKA WM .: WM _' x�_ VIM - WM ...-:- VVAA WM VJM M c , ��° m 4. I I.Nn T __OL �c1,+✓�S __ EX-.-__�/ EX. 6'CONC SIDEWALK \ ME�rPAVGh RO' R/W1 z Per P Detail GENERAL UTILITY CONSTRUCTION NOTES: q i 1.) LOCATION OF UTILITIES AND SERVICE POINTS ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES.2.) WATER 4 FORCE MAIN PRESSURE TESTING:150 PSI. 3.) HYDROSTATIC TESTS CONSISTING OF PRESSURES TEST AND 00LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLEDWATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH w>z AW WA C-600 OR M-23 AS APPLICABLE. w O 4.) DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BEO- PERFORMED IN ACCORDANCE WITH AW WA C-651, DISINFECT1146 w WATER MAINS. 5.) ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF THE PSLUSD. V d- 6.) FOR ITEMS NOT ADDRESSED IN PSLUSD SPECIFICATIONS, FOLLOW 7 in O FDOT STANDARD SPECIFICATIONS, LATEST EDITION. z (0`r 7.) BACKFLOW PREVENTER SHALL BE REDUCED PRESSURE ZONE UNIT IN ACCORDANCE W1:TH DEPARTMENT OF ENVIRONMENTAL PROTECTION r+ (n j � Z AND PSLUSD STANDARDS. D W m co O B.) SLOPES FOR 4" SEWER SERVICES TO BE MINIMUM 2 % AND SLOPES ® o W LO N N FOR 6" SEWER SERVICES TO BE MINIMUM 1 Y, UNLESS OTHERWISE L+-I U f` SHOWN ON PLAN.�O 9.) SPACE CLEANOU'TS NOT MORE THAN 75' APART. N 10.) POTHOLE TO VERIFY ELEVATION OF EXISTING UTILITY LINES. U) r` C Z $S I- Ld r` LL. 11.) SEE GENERAL CONSTRUCTION NOTES SHEET 3 FOR ADDITIONAL 0 x U �tO O SPECIFICATIONS. 0_ J Ld J w � 000 W z vi 1 > Z 0 0 Lit W h a_ C� 2 PROP.10, UTILITY EASEMENTI GRINDER BLDG. WATER WATER SERVICE) ( SERVICE dilater Meter PSLUSD RPZ P.O.S. )LUSD I CONST. PS-05 t't EX. 2" WA7ER'" t "'EX COW, , d 2"x2" TEE (2) 2" 90" ELLS SERVICE SIDEWALK" _ ------- - (n5/8"x3/411WATER METERS ------- 13/4" RPZS EX. TYPE F CURe (2) P' DR9 POLY WATER SERVICES DETAIL ' A' SCALE: 1" =10' CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT PSLUSD hereby releases these construction plans. PSI USD me no representations that the plans are accurate nor dots PSLL represent that the plans will meet the needs of the orop t Engineer of Record and utility contractor are hereby notOiied that product or work that fags to meet the specifications and policies of PSLUSD as well as other applicable agencies will not he accep PSLUSD is not resp rsible for additional project costs ot'time del due to the inability of project personnel to meet said requirements. REVIEWED - NO COMMENTS By: DS ri s REVIEWED - 7X'l SEE COMMENTS Date: 6/26/2015 NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.). TO CONVERT FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1,48' TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. zo a Da 3 NU a a w L a a m 7 W o N 0 r � � m Z AJ Z li �060 06 re W J Q L �WU. WU /A, v0 EL%� `J\4 r/ m ..°n ImD:o o Jv°I F w O = o N N K O O U Q U SHEET NO.: 4 OF JOB No. 12-066 ENG I x� S� r _ z F �� C1 a LL Q j m m 0 F g 7i VA_ Vk N b W IS 3 = 4 yr �j IS W o � I'll � f s�l�q � IN a 113 t o gs r�r� SA�a ii5 istill 4W 2m _w a: m m 1,0 czs FL F .y da 3U' 2F z 0 m a w �� zz �aaS Lr� w ilea J jsq LF J+ n-N W Oz L z 666 - a��IS �a MINIMUM CONSTRUCTION STANDARDS FOR DETAIL:O-01 CITY OF PONT W. LUCIE A OAT@: OSt01tl 800 S.E. 000EN LANE STANDARD SEPARATION PORTST.WCIE,FL34883 REQUIREMENTS SCALE:I OF PHONE (TI2)8]9.8800 FAR I>421 ST38833 9MEET:1 Oi 1 24"-'y WATER, SEWER OR REUSE I CAST IN COVER AS APPLICABLE q" I WIRE PORT I 3.0 X ;" THICK BRONZE DISC ANCHORED IN CONCRETE PAD WITH HOOK DISPLAYING b' DEEP A 6•GV A LETTERS CAST INTO DISC STATING NUMBER OF 24 TURNS TO OPERATE & SCHEMATICALLY IDENTIFIED %N. TIaNS MAIN & VALVE LOCATION 1 ' ��4., CONCRETE VALVE COLLAR PIN FOR_y ANCHOR L-J SECTION A -A WIRE #4 REBAR 24" X 24" X 6" THICK r CONCRETE COLLAR FINISH GRADES I RISER MATCH EXISTING SURFACE ROAD MATERIAL CAST IRON VALVE BOX VALVE BOX ALIGNMENT DEVICE (SEE NOTE $2) VALVE PIPE PER APPROVED PLANS EXCAVATED SOLID COPPER LOCATOR WIRE TRENCH WIDTH SHALL BE PLACED ON TOP OF PIPE AND LOOPED AT EACH BELL FOR ALL WATER AND FORCE MAINS IX FINAL BACKFILL LM A" RAIN. , 'A" MIN. I \ z 12" MAX. W, a INITIAL f- o BACKFIL L \ w w PIPE m F w HAUNCHING BEDDING BASE REPLACEMENT ` TRENCH WIDTH FINISHED GRADE _-- - SEE NOTE 1 (SAW -CUT AND REMOVED EXISTING y.� �/ ASPHALT) I -SEE NOTE #4 TACK COAT PLAN VIEW ALL SURFACES 12" & EDGES OF 12" 12" 6" (FLAT TAMP) OF EXISTING MIN. PAVEMENT PONE APPLY TACK SIDE TAMP EXISTING COAT TO ( ) rnn:rorrc LIMITS OF NEW PAVEMENT TRENCH WIDTH_ MECHANICAL SAW CUT EXISTING PAVEMENT IN A NEAT STRAIGHT LINE (TYPICAL) 12"" 12"�{�'ASPHALTIC CONCRETE MI-.N. TYPE & THICKNESS TO MATCH THE ADJACENT ROAD -}��.-/� " I / I (MIN. 1THICKNESS) EXISTING BASE FINAL BACKFILL CONCRETE UNDISTURBED SOIL (SEE NOTE 5) NNi z BACKFILL i NOTES: 1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. IF THE MAXIMUM TRENCH W ST B EXCEEDED, TH 2 E WIDTH MU E E CEEDE E AREA OUTSIDE OF THE MAXIMUM EMBEDMENT SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12" MIN. COVER BEFORE INSTALLATION OF PIP 0 ER BE 0 LA 0 . E 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. 4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. A APPROVED LOCATOR R THE IFS PRODUCTS LIST. 5. N ED COCA 0 WIRE SHALL BE USED PER E QUALIFIED 6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS- MININYM CONSTRUCTION STANDARDS POP DETAIL: O-0A Cm OFFORTSI.LUCIE STANDARD PIPE TRENCH CROSS DATE:0312010 Y HOD S.E. CODE" WNE FORT W. LUCIE, FL 3A9S3 SECTION SCALE: N.T.S. PHONE (T!2) 8T3-0400 FAX S]3<883 SHEET:1 OF 1 UTILITY I CUSTOMER PLAN MAINTAINED, MAINTAINED * ANGLE VALVE METER VALVE W/LOCK (BRASS) PACK JOINT 90• LOCKI G CURB 90• BEND STOP (TYP) (TYPICAL) �K METER BY PSLUSD (TYP) REDUCED PRESSURE ZONE (RPZ) PROFILE BACKFLOW PREVENTER ASSEMBLY TEES AND BENDS FOR MULTIPLE CONNECTIONS BALL VALVE (TYPICAL) BALL VALVE (TYPICAL) 12" 12" TRENCH WIDTH SECTION VIEW NOTES: 1. PAVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE WIDTH, WITH FULL LANE WIDTH RESURFACINGE WITHIN THE LIMITS OF TH F0R EACH E CUT. 2. WHEN AN ARTERIAL OR M S S PEN CUT WITHIN T IT F T MAJOR COLLECTOR STREET 0 HE AIMS 0 HE ROADWAY INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE. 3. WHEN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN CUT MORE THAN TWO TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE TWO OPEN CUTS OR LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY IN THE OPEN CUT AREA. 4.THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL PAVEMENT MARKINGS PRIOR TO OVERLAY, THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCATIONS. PAVEMENT E E E M MARKINGS SHALL BE IN ACCORDANCE TO F. D.O.T. STANDARDS. 5.3,000 PSI CONCRETE WITH FIBER (8" MIN.) 6.EARTHWORK, EXCAVATION, SACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS, ALL BACKFILL SHALL MEET DENSITY REQUIREMENTS OFA100% T-180. MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: O-0S E CITY OF FORT Rt. LUCIE ROAD CUT PAVEMENT DATE: 0312010 900 SO, ODDEN LANE PORT ST. LUCIE FL 3 90 SCALES N.T.B. 3 RESTORATION PHONE tT2 ST3-0400 PAN ]] ] 3 l 3 8 9 BA9 1 1 1 9HEET:1 OF t COVER MARKED "SEWER" AND PAINTED GREEN a 4 A O ACCESS BOX AND COVER MARKER BALL (SEE NOTE #3) MATCH FINISH GRADE CONCRETE COLLAR W/ (1) #4 REBAR SCREW CAP/PLUG 6" RISER 6" 45' PVC ELBOW 45' PVC WYE * ANGLE VALVE * LOCKING METER VALVE CURB *METER i _ _ - _ _ - ,';-;,•:,;y'_, W/LOCK (BRASS) STOP - BAG OF CONCRETE MIX >: ��• PACK JOINT FINISH GRADE `v N PVC Np1Fc: 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE _ - - _ REQUIRED TO BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED * TYPE "K" COPPER OR BRASS TO THE EXTENSION, IS ALSO REQUIRED. SEE DETAIL W-2A FORD PVC CAP AT 2. A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX CONNECTION TO MAIN TERMINUS AGAINST THE OPERATING NUT, �� TO BUILDING NOTES: 3. BOLT DOWN COVER SHALL BE USED IN ALL AREAS, NOTES: 1. AN ACCESS BOX AND COVER ON THE QUALIFIED PRODUCT LIST SHALL BE USED. 4. C900 P.V.C. RISER PIPE SHALL BE ADDED TO EMEND THE VALVE BOX IF NEEDED. 1. SEE DETAIL W-02A FOR ADDITIONAL NOTES. 2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL 5. RFM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS. 2. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE FROM ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION. PSLUSD UTILITY STANDARDS. 6. THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTED BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS. * ENGINEER -OF -RECORD TO CALCULATE PIPE AND FITTING SIZES TO ACCOMMODATE 3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW. 7. VALVE SHALL BE INSTALLED SO THAT OPERATING NUT AND VALVE BOX ARE LOCATED ON THE NUMBER OF & SIZE OF METER PROPOSED. THE NUMBER OF METERS SHALL BE A MAXIMUM r -OF-WAY SIDE OF THE MAIN. OF 4 AND THE MINIMUM SIZE SERVICE SHALL BE 2". DETAIL: G-0] OETA14 WA2R DETAIL: W W-0S MINIMUM CONSTRUCTION STANDARDS FOR MINIMUM CONSTRUCTION STANDARDS FOR MINIMUM CONSTRUCTION STANDARDS FOR CITY OF PORT ST.LULIE DAZE: OW2010 CITY OF PORT ST. LUCIE COMMERCIAL MULTI -SERVICE DATE: 10120t1 CItt OP PORT ST. LUG;! DATE, 0312010 90S.E.00DENLANE TYpICALVALVEBOXANDCOLLAR SODS.E•COVERLARS d" NoS.E."DEN"ME SANITARY SEWERCLEANOUT FORT ST. LUCIE, FL MMLI SCALE:N.T.B. PORTST.LUCIE,FL SOM3 METER BANK ASSEMBLY SCALES N.T.S. FORT ST.LUCIE, FL 3Ap63 SCALE: N.T.B. PHONE (T]2) 8Tb8100 PAR (772) STY80.19 1:_ PHONE (TYS) B]3 1"(7/2) 84 33 SHEET 2 OF 2 PHONE (]Yq 8]3-0A00 PAK (772) 8T3-0A33 SNEET:1 OF t SHEET. 1 OF 1 "'"" SEFOREYOUOIG cau rwa (z/MAv�senays warFwv rxemF roPFuaw¢o RFsvecr RENaua O(P&FE(Y WATER DISTRIBUTION NOTES: AN L ALL CONSTRUCTION MATERIAL, INSTALLATIOND TESTING SHALL CONFORM TO A N THE STANDARD SPECIFICATIONS OF THE PSLUSD. 2. WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC), SHALL CONFORM TO AWWA C-900 OR C-905, PRESSURE CLASS 150, OR (18). WATER MAIN WHERE SPECIFIED AS POLYETHYLENE (PE), SHALL CONFORM TO AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO, OR (9), 3. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR. 4. FITTI:NGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND ANSI A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED. T AT P BY AN APPROVED MANUFACTURER 5. GATE VALVES SHALL BE RESILIENT SE TYPE A SHALL CONFORM TO AWWA C-509. AS DETERMINED BY THE PSLUSD. VALVES H LL F M 6. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH PSLU:iD DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY THE CITY, COUNTY, OR FDOT, AS APPLICABLE. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE LESS 'THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 7. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE PSLUSD AND THE ENGINEER OF RECORD. 8. THE CONTRACTOR SHALL NOTIFY THE PSLUSD AND CITY/COUNTY/ FOOT ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND PRIOR TO ALL INSPECTIONS. 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, PSLUSD, AND CITY COUNTY/FDOT REPRESENTATIVES SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 10. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OFTRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEERING SECTION. 1 V SHALL 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES 1 . MINIMUM COVER H LL BE E ENGINEER AND PSLUSD, 14 DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. 13. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY THE CONTRACTOR. 14. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE. 16. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED BY THE ENGINEER AND PSLUSD STANDARDS. 17. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE PSLUSD ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND SLEEVE. 18. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 14 GAUGE INSULATED SOLID COPPER WIRE (BLUE IN COLOR) AND IDENTIFICATION TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE PSLUSD SPECIFICATIONS. 19. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PSLUSD REQUIREMENTS. 20, ALL WATER MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO AWWA C-600. - 2 HR MINIMUM TEST 21. PRIOR, TO ANY TESTING, ALL MAINS 6" IN DIA. AND LARGER SHALL HAVE A LINE SIZE SWAB PASSED THRU THE ENTIRE LENGTH OF THE LINE. NOTE: SWAB SHOULD BE PLACED IN 1st JOINT OF NEW LINE. END OF MAIN SHOULD BE "TURNED UP" AT 45% AND EXTENDED 50 THAT SWABBING AND A FULL BORE FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSEMBLY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED. 22. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. STANDARD POTABLE WATER SEPARATION STATEMENT; 1. SANITARY SEWERS (INCLUDING LATERALS), FORCE MAINS, GAS MAINS ,AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS, GAS MAINS, AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. ALL CROSSINGS SHALL BE ARRANGED 50 THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING) 2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT I5 NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN I5 AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. 3. MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET (CENTER TO CENTER) OR THREE FEET (OUTSIDE TO OUTSIDE), SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. A MINIMUM VERTICAL CLEARANCE OF 18 INCHES MUST BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND POTABLE WATER MAINS OR SEWAGE COLLECTION LINES. AT CROSSINGS, PROVISIONS OF FAC PULE 62- 604 AND "RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES" (10 STATES STANDARDS) LATEST EDITION SHALL APPLY. 5. HORIZONTAL SEPARATION OF 15 FEET TO BUILDING, TOP OF BANKS OF LAKES AND CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED, IF POSSIBLE, AN ABSOLUTE MINIMUM OF 10 FEET MAY BE ALLOWED ONLY WHEN UNADVOIDAB LE. 6. ALL UTILITY SEPARATIONS & CLEARANCES SHALL BE IN ACCORDANCE WITH E CLE E PSLUSD STANDARDTECHNICAL SPECIFICATIONS, LA TEST EDITION. TE � E 5 HYDROSTATIC AND LEAKAGE 'TESTING A. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT SUCH AS PUMPS, GAUGES AND WATER MEASURING TANKS AND SHALL PERFORM ALL WORK REQUIRED FOR PIPE PRESSURE AND LEAKAGE TEST. HYDROSTATIC AND LEAKAGE TESTS SHALL T EACH BE MADE BETWEEN VALVES AND/OR CONNECTORS FOR H SECTION TESTED USING THE PROCEDURE OUTLINE IN ANSI/AWWA C600. B. HYDROSTATIC TESTING SHALL BE PERFORMED AT 150 AND 100 POUNDS PER SQUARE INCH PRESSURE, FOR A PERIOD OF NOT LESS THAN TWO HOURS FOR WATER/FORCE MAINS AND LOW PRESSURE MAINS RESPECTIVELY. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LE55 THAN THE NUMBER OF GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: L=SD P^ 148,000 L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR. 5 = LENGTH OF PIPE TESTED, FEET. D = NOMINAL DIAMETER OF THE PIPE IN INCHES. P = AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE. C. THE TESTING PROCEDURE SHALL INCLUDE THE CONTINUED APPLICATION OF THE SPECIFIED PRESSURE TO THE TEST SYSTEM FOR THE TWO-HOUR PERIOD BY WAY OF A PUMP TAKING SUPPLY FROM A CONTAINER SUITABLE FOR MEASURING WATER LOSS. THE AMOUNT OF: LOSS SHALL BE DETERMINED BY MEASURING THE VOLUME DISPLACED FROM SAID CONTAINER. ANY EXPOSED PIPE, FITTINGS, VALVES, HYDRANTS, AND JOINTS SHALL BE EXAMINED DURING THE TEST. ANY DAMAGED OR DEFECTIVE PIPE *FITTINGS, VALVES, OR HYDRANTS THAT ARE DISCOVERED FOLLOWING THE PRESSURE TEST SHALL BE REPAIRED OR REPLACED WITH SOUND MATERIAL, AND ALL TESTS SHALL BE REPEATED. D. THE PRESSURE SHALL NOT VARY BY MORE THAN 25 P5I FROM THE REQUIRED PRESSURE FOR THE DURATION OF THE TEST. IF AT ANY POINT DURING THE TEST THE PRESSURE LOSS EXCEEDS 5 PSI, THE TEST IS CONSIDERED FAILED. SHOULD THE TEST FAIL, NECESSARY REPAIRS SHALL BE ACCOMPLISHED BY THE CONTRACTOR AND THE TEST REPEATED UNTIL WITHIN THE ESTABLISHED LIMITS. CITY OF PORT ST. LUCIE UTILI Y SYSTEMS DEPARTMENT PSLUSD hereby releases these eonstructiori plans PS'i.USD ma no representations that the plans are accurate nor dues PSLL represent that the plans Will meet the needs Of the project Engineer of Record and utility contractor are hereby notified that product of work ttrat fails to meet the specifications arid policies of PSLSSD as well as other applicable agencies will not be arcep PSLUSD is not responsible for additional project costs cfr time del due to the inability of project personnel t0 meet said requirements, Rcv1IEWED- X NO COMMENTS By: CIS PI s REVIEWED - I ® SEE COMMENTS Date: 6/26/2015 e_JJJLU (n Q N 0 E77 0 N O 00 Lo Z Lu > p WO zx aw EDa o Z Q W Q UIN �0) Z �O _ LD n I tl+ V) > Z 0 M 000 0 OD O W LO N N W U0)� 61. J 7 10 S •^' J H V UY V) U Q t` Z W O o0 xLLJ UJ � y W O) H V Doa J w wU WZ V; "1- U N >ZOOrW W III Q. U W 2 J � aZ �. W E- �%(� 06 C�ry0 WWti QQW a (n LW 1//�/� W Q I\ O LL �O Q Z1") L) ON Z::) J WU) J U' 0 O ..if MO 1m O Z K wW Jn �� U Q O SHEET NO.: 5 OF B' JOB No. 12-066 ENG i 6`PVC BASIN COVER W/HINGED, LOCKABLE ACCESS DOOR, BLDG. SEWER /4" ALUM. FLOOR PLATE W/ VENT CPLG. 40"x50' FIBERGLASS REINFORCED VALVE VAULT WITH S.S. TOP RAIL SUPPORT HINGED ALUMINUM ACCESS (BOLTS TO COVER FRAME) DOOR1 4PVCOVENT S.S. FASTENERS 3" " BALL K CAP W/ SEALCATO 1/4" BALL VALVEANG 30" T-2" PLUG VALVE 31" PROP. 15" RCP STORM SEWERDUCT CTRICA DEVICE PRESSURE (3) 2' ELECTRICAL DEVICE GAUGE - CONDUITS (TO u CONTROL PANEL) IFTING CHAIN <. 2"CHECK VALVE 2 FITTIN (ADAPT -A -FLEX)" GASKET "-6" :. : �;: .• EL.7:30 VARIES = �.,�•:, ,A,.: PROP. PAV STABLE ! 13" SCH 80 PVC PIPE SUPPORT JV HIGH WATER ALARM ti C.O. INV. GASKET EL. 9.65 LAG PUMP ONI 2" DISCHARGE PIPING PVC SCH. 80 15 L.F. 6" PVC SANITARY (PSLUSD �'10' P 0 5) f PROP, UTILITY LEAD PUMP ONi 316PS.S. GUIDE RAIL PUMP OFF LATERAL ;.EASEMENT W/ 6" CAP L_ -- - - - o uMPUMP PROP.& HOSE BIS T0::0R0_P. PROP. 1" DR9 POLY WATER 5GRINDER BASE ELBOW STATIONTOP EL. 15.25INV. EL. 7.25 - SEE NOTE II:', f .� .'PROP. VAULT - - - - - - - - - - - - - - y ..., ..,, .. .-'.,; .,VALVE i�JTOP (1 EL. 15.25 ` 10, 20'x20' UTILITY 1. THE DESIGN SPECIFICATIONS FOR THE WET WELL, PUMPS, CONTROL ELEVATIONS AND VALVE VAULT SHALL BE AS PROP. UTILITY EASEMENT SPECIFIED BY THE ENGINEER -OF -RECORD (EOR), IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS, EASEMENT W t 2. ONLY PUMPS AND APPURTENANCES APPROVED BY PSLUSD QUALIFIED PRODUCTS LIST (QPL) SHALL BE PROVIDED. 3. A MINIMUM 20'x2O' EASEMENT SHALL BE PROVIDED FOR THE GRINDER SYSTEM SITE. A SITE PLAN MUST BE a_ 251 SUBMITTED FOR APPROVAL TO PSLUSD BY THE FOR AS REQUIRED IN THE UTILITY STANDARDS MANUAL. ---- ----------------------- FOR SHALL VERIFY AND SUBMIT BUOYANCY CALCULATIONS FOR THE ANTI -FLOTATION SLAB. THE WET WELL AND -- - - - - - -- -- - - - - - - - --4. g O 5AWCUT, REMOVE, VALVE VAULT BASE SHALL BE PROVIDED WITH SUITABLE SUPPORT DURING INSTALLATION TO ENSURE COMPLETE G REPLACE CONC. SIDEWALK AT EX. EX. CONC. SIDEWALK ENCAPSULATION OF CONCRETE FOR ANTI -FLOTATION. S. IXCAVATION, DEWATERING, BACKFILL AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PSLUSD PROP. 191 L.F. 2" DRiI POLY FORCE MAIN -r-_ T �T _�-- }----(DIRECTIONAL BORE) _ '----JOINTS AS RE(QD.--------------- U7Ntt STANDARDS. DENSITY TESTS SHALL BE PERFORMED AND SUBMITTED AS REQUIRED. -----L--------------------------------- --- 7�--------------- PRESSURE CAGE W/ DIAPHRAM AND BALL VALVE O W FLOOR ELBOW, / HOS CONNECTION SE SHALL.SHALL.BE E 3' PLUG VALVE WITH 2' OPERATING PLAN VIEW $ON RO PVC E180W (YR) ON TES: 1. THIS DETAIL SHALL BE USED IN CONJUNCTION WITH DETAIL PS-04A. 2. ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL BE 3" SCH 80, FLANGED PVC, GRINDER PUMP STATION MINIMUM OF CONSTRUCTION W.LUCIE STANDARDS FOR GRYOFPGRTBT.LYCIE OETA U P8,02A DaTE:8312094 " MINIMUM CONST. LUCIE BTANDAROB FOR OITY.&OGDEST.LUCIE BOB B.E.OGDEM LANE THREE PHASE DUPLEX SITE PLAN Z BOB 0.E. OODlN LANE FORTST.LUCIE,FL 34883 SCAL&N.T.S. o3w,''' FOATST.LUCIE,FL 34063 COMMERCIAL GRINDER SYSTEM PHONE lM) 8T3.E4BB FAX pT2) 3T3F4433 COMMERCIAL GRINDER SYSTEM PHONE(772) 87MMOFAX(772)81164339EALEA 1' 10" BMEET:1 OF Z •o�.m.+x., PUMPING STATION DATA TABLE - PUMP MODEL NUMBER WGL20 - PUMP MANUFACTURER MYERS . PUMP TYPE GRINDER - HORSEPOWER 2.0 HP - IMPELLER 5.5 IN - PHASE 3 PH - VOLTAGE 230 V . CYCLES (Hz) 60 Hz - RPM 3450 RPM - SHUT OFF HEAD 105 FT - BEST EFFICIENCY POINT FLOW N/A GPM . BEST EFFICIENCY POINT HEAD N/A FT . PUMP EFFICIENCY @ BED POINT N/A - RUN OUT FLOW 45 GPM - RUN OUT HEAD 20 FT A WET WELL RIM ELEVATION 15.25 FT NAVD B WET WELL DIAMETER 4 FT C WET WELL BOTTOM ELEVATION 3.25 FT NAVD D INFLUENT PIPE INVERT ELEVATION 7.25 FT NAVD E INFLUENT PIPE DIAMETER 6 IN F LAG PUMP 2 ON ELEVATION (TRI-PLEX ONLY) - FT NAVD G LAG PUMP ON ELEVATION 6.55 FT NAVD H LEAD PUMP ON ELEVATION 6.17 FT NAVD I PUMPS OFF ELEVATION 6.17 FT NAVD J ALARM ELEVATION 6.90 FTNAVD K EMERGENCY OFF ELEVATION FT NAVD L DISCHARGE PIPE DIAMETER 2 IN M PUMP OUT DIAMETER 3 IN N DISCHARGE PIPE ELEVATION 12.25 FT NAVD O PUMP SUBMERGENCE 23 IN P PUMP DISCHARGE DIAMETER 2 IN Q CIL WETWELL TO CIL OF PUMP N/A IN R CIL OF WETWELL TO CIL OF PUMP BOLTS N/A IN S CIL OF PUMP TO CIL OF PUMP 20 IN T WET WELL HATCH 24 IN U WET WELL HATCH 36 IN V EXTERIOR VALVE VAULT 40 IN W EXTERIOR VALVE VAULT 50 FT X VALVE VAULT HATCH 30 IN Y VALVE VAULT HATCH 36 IN Z CIL OF WET WELL TO INSIDE EDGE OF HATCH N/A FT GRINDER STATION PUMP PERFORMANCE DATA (2) MYERS WG20-23-15 GRINDER PUMP 2 HP, 3450 RPM, 3 PHASE, 230 VOLT, 60 Hz 5.5" IMPELLER, WILL DEVELOP 40.5 GPM, @ 55' TDH 1" REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION ASSEMBLY - 1" METER NEMA 4X SQUARE U MUUtL - 611- HIGH LEVEL ALARM LIGHT HSiDS ERATIO-L-F-Ym-VIBIBLE FROM STREET _FUSED DISCONNECT SERVICE METER 1P" IT'ONDUIT ISCONNECT HANDLE SHOULD I I ANGLE VALVE E LOCATED AS SHOWN DISCONNECT _STAINLESS STEEL CONTROL METER VALVE PANEL (SEE NOTE 46)FEEDERS&CONDUIT W/ LOCK (BRASS) RIGID GALVANIZED 1ESTALAROUNDSIDE B"MIN CONDUITSEAL OFF TO BE PACKJO NT F PEOESTPL 06 IN 1"CONCUR _t" HOSE BIB (BEE NOTE N2) TAINLESS STEEL TRAPS PPROVED MECHANICAL ONNECTOR IV SON SO PVC I" REAR VIEW PROVIDE CONCRETE PEDESTAL W1 iN RECAP 1T O.0 &E.W. (SEE NOTE k6) T" X 10' COPPER GROUND BALL VALVE (TYP) QJ W � P LLJ H N � C7S LL - CO 0 N 000 W U7 J Z wo Z Of p Q LLI cia Z �i Q W � _L PLACED WITHIN I B" OF Z Q Q -ELECTRICAL ENCLOSURE a IS-1hREQUIRED) g FINISH GRADE U U_ N N O) � NEMA4X 24"LX6"WF6"M N/� 7 In 0) STRPTWITTH BA KTPLATE TERMINAL `�%\/U/// \//^\//\/��\//\/\ \/ / /�� \\/\/\\/ ! CO �' 1V� ' 18" 4 N`�' J _TO WET WELL x-T (SEE NOTE Ei) PROVIDE THREE I? SEPARATE CONDUITS FOR MOTOR CABLES AND LIQUID LEVEL REGULATOR CABLES. CONDUIT SHALL BE SCH BO PVC, SIDE VIEW NOTES 1. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF 6'. 2. A SACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER DETAIL PS Ol. 3, -SEALED WITH CHICO COMPOUND 4. THE PEDESTAL. CONTROL PANEL AND REUSED COMPONENTS SHALL NOT BE PAINTED. S. A TRANSFORMER MAY BE ALLOWEi0 ON A CASE -BY -CASE BASIS WHEN REQUESTED IN ADVANCE BY THE ENGINEER -OF -RECORD (EON) AND APPROVED IN WRITING BY THE PSLU5D. 6, THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY THE EOR. PS-026 MINIMUM CONSTRUCTIONSTANDARDS POR THREE PHASE DUPLEX GRINDER SYSTEM DETAIL: PS-038 312010 !- : �^ ! � F GDE ET. CIE OITYO P LU BOO B.E. OOOEN LANEI L DETAIL C ONTROL PANEL E 1 DATE. 03 z0f0 M.T.R. PORT ET. LUGS, FL IMFLE OUTSIDE PSL CITY LIMITS SCALE: N.T.S. Z OF 2 PHONE (772) ST884DII FAX mS) 8736433 SHEET: Z OF Z N -6 ASS OR TYPE "K COPPER-'- D 0� J � DO O 00 - U_N 1" POLYETHYLENE 90' ELBOW / BRASS TO HOSE BIB ® O W - J I0 N WATER SERVICE LINE PACK JOINT i � � 1,ry J n v0 In ]_� IL. U) Q LLI NOTES' ®0_ O C) O PP� a- __J IW 1. BOTH RISERS SHALL BE BRASS OR TYPE 'K COPPER TUBING (HARD DRAWN) WITH V W COPPER/BRASS THREADED FITTINGS AND ADAPTERS. LI'1 000 2. PROVIDE ADDITIONAL SUPPORT AS NECESSARY TO SECURELY SUPPORT BACKFLOW W N PREVENTION ASSEMBLY. > ZOO Li Ldrd�O W 2 - DETAIL: Pd-0S MINIMUM CONSTRUCTION STANDARDS FOR M WATER METER OF POR CITY TBT.IUCIE II Y BOO B.E.00OEN LANE '; PONT WCIE PL 84083 PRONE 2 0T' m 1 18400 FAX TT2 893,3433 .� 1 r GRINDER SYSTE I DATE, 0=018 AND BACKFLOW PREVENTION ASSEMBLY SCALE: N.T.S. CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT PSLt3SD hereby releases these construction Clads. PSLUSD ina To representations that the plans are accurate nor does PSL L represent that the plans Will meet the needs 1 the project_ Engineer of Record and urllty contractor are hereby notified that product Or wank that fails to meet the specifications and Policies of PSL SUD aswell as other applicable agenI L.re;1l not be accep PSLUSD snot responsible for additional project costs or time del due to the mab#fity of project personnel to meet sad requiralT Bats. REVIEWED - NO COMMENTS By Dsprl s REVIEWED - SEE COMMENTS Data: 6/26/2015 NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.), TO CONVERT FROM N,AN.D. '88 TO N.G.V.D. ' 29, ADD 1,48' TO THE N.A.V,D, ELEVA'iIONS TO GET N.G.V.D. ELEVATIONS. IF .. ., 0,18 BEFOREYOU SO G11=0 WANEWS N. WAIT FOA ]ME SI]E ]O BE AHR.YF� FCSFEC]]NE AVAI[5 I` 6'G S4FEiY z Z 0AREM Z �060 IENNNE U) J Q U W�� WU Z_0W CL r^ rn vJ � r rd Q Q 71 O 0 LL i /0z ../ O Z5 Z J W� J L rl 11 m 3 Z O Z X Y m JIA �j N 3 W 00 u ¢ o 0 x °a- of o 0 U U' SHEET NO.: 6 OF JOB No. 12-066 ENG I I I I 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. i II ' I i I j t I _. I jI _1 I I, f I li I a i EX. SHELLROCK PARKING AREA I i I I I I' } ` EX. ASPHALT -•_-•-____.__.w_________________.____�.• PAVEME I__-_------M""______"_____-_-______ ________________ t26,6� � I • EX. }-�- CONC. EXISTING ALUMINUMSTEEL POLE B RN i EX. i 126,6' ---- "------------ -"---- -- ---------------------- I ti OVE 6AW-___ RE VE h EX. SPHALT II VEMENT ;. � I• EX. PIKE EX ASPHALT HYDRANT oA A' .._. -, __ _ .._ DRIVEWAY � � -- D ...-_ _` .. -- v: /Ta>z ESE ..................�...��....�.�. .. _ EX. 6' CONC. SIDEWALK m 9 Es _APRON.r.z.w....+�r --� - aa__=z:%'� ".ysyzsca�-�cz-z-_v__zc-a-eezexa�zaa_rs__ez_me_ssaso___ra/ Wa 16 FORCE FM — FM — F — FM — F — FM M — - FM — FM — FM — F��.--tM_ ",. _•,�",_,FJy_.:•••.�•-_ - _� eH"________'-i�4_ j_::'_�a-'�S_-' z'-fX. _ - -a EX. A-13 — ---- GRATE EL. 12.89 ---- "- �' N INV. EL 6.49 EX. 6" WATER MAIN 1iz-1L.-' WM - WM WM — WM — WM EX, 8' CONIC, SIDEWALK i (TYPJ E INV. EL, 8.94 EX. A-12 TOP EL. 12.14 N INV. EL. 9.22 S INV. EL. 6.48 E INV. LE 8.74 W INV, EL. 8.49 ..1 WM 15" OAK ... r EX. DIRT PARKING AREA 48" 24" OAK rFENCE 007 (TYP') / EX. C.O..O REMO CCONC EX. 6' CONC, SIDEWALK EX, -- 20"OAK TO AS N 00°00'W' E 177.24' exxmacszmsxze-azams=se_ r. --- EX. 2" POLY WATER SERVICE WM WM , - WKI �IN WATER WM � — WM M WM — WM laa>=aaa3S-J-CaaO V TCSOaaSa__-L�__.NSAaaLSa_�caS�eaapCCaa��C--'N�Ni --cr: EsX.'..r----A EX. 6' CONC, SIDEWALK ILIEX. '0 M' 32" OAK II I 1 I I �I FICUS EX. ASPHALT PAVEMENT EX. STORAGE YARD EX. 8LD6, EX. CONIC. PARKING AREA EX, BLDG, EX. CONC. PARKING AREA SV FM — FM — FM --j®M� FM > J � ti EX. A-9 a a TOP EL. 12,73 O N INV. EL. 9.44 N m S INV. EL. 9.44 `l E INV, EL. 8.92 -- WM -FWM — WM WM NOTE: SON AND SEDIMENT CONTROL - CONTRACTOR I5 RESPONSIBLE FOR PROVIDING AND MAINTAINING EROSION AND SEDIMENT CONTROL USING THE LATEST RD.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS, THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTIES AND WATERWAYS, SILT FENCE SHALL OF IN PLACE PRIOR TO CLEARIAK PROJECT AREA: 53,689 S.F. (1.232 AC) AREA TO BE CLEARED/DEMOLISHED: 53,689 S.F. (1.232 AC) DESIGNATES AREA TO BE CLEARED LEMNO HANDICAP STALL `Cr TRAFFIC FLOW DIRECTIO ��- RUNOFF FLOW DIRECTION O NUMBER OF PARKING SPACES — EXISTING WATER MAIN — EXISTING FORCE MAIN —FM — EXISTING EDGE OF PAVEMENT - --- EXISTING EDGE OF PAVEMENT TO BE REMOVED EXISTING LIGHT POLE Q PROPOSED CLEAN OUT broe�,xfu,e'loo Jay BEFORE YOU DIG c 11+ nreuaWMDare W W 2! l 0 N 0 c» w N F- C 0O N J J O pZ ZY QW z < W U,N 0)'t Z °' �. nz (Y m �U oO Lu LO N N W U O) r rLL In . o V 0 L I Q r Z �S�Uto 0 O �d--i Iw J Ld LipV)ro0 W ��N r uj W r- �U ui 0 Z0Q Z060 ry �Z>0 U�V W N 0o 4� LL Z N� LV 0 ZU U Z� J WE] 701 m O m p> G J a WU O OC J°M UW 3 a 0 00 pp fV/I 0 0 U U SHEET NO.: 7 OF JOB No. 12-066 ENG GENERAL NOTES EROSION CONTROL Section VII (SWPPP Narrative) 1,0 SITE DESCRIPTION La Nature of Construction Activities Construction activities consist of the construction of a new discount retail building, associated paved parking and a dry detention area that will serve the project site in St. Lucie County, Florida. 1.b Sequence of Major Soil Disturbing Activities The following sequence of major activities shall be followed unless the contractor can propose an alternative that is equal or exceeds the erosion and sediment control practices described in this document, and is approved by the Engineer. The detailed sequence for the entire project can vary significantly from contractor to contractor. The contractor is responsible for providing a detailed sequence of construction for all construction activities. 1. Placement of all erosion control devices. 2. Clearing and grubbing, earthwork, filling of the existing lake, and excavation of the dry detention area. 3. Storm sewer construction; all storm sewer shall be constructed in the upstream direction. 4. Water & wastewater utility construction, 5. Earthwork associated with roadway, curb, subgrade, base and pavement, 6. Final seed and mulch and landscaping and sodding of the unpaved project area as called for in plans. 1.c Area Estimates Total site area: 1.23 acres Total Area to be Disturbed: 1.23 acres 1.d Runoff Data Runoff Coefficients: Before: 0,81 During: 0.30-0.81 After: 0.81 Soils Data: The soils are silty fine sand to clean sands. The small sand particle size will make the potential for erosion high. Drainage Areas for Each Outfall: Le Site Map The construction plans will substitute as site maps, Locations of the required information are described below. Drainage Patterns: The drainage flow directions are shown on the Paving and Drainage Plan. Approximate Slopes: The slopes of the site can be seen on the Grading and Drainage plan and cross sections. Areas of Soil Disturbance: The areas to be disturbed are indicated on the plan. Any areas where permanent features are shown to be constructed above or below ground will be disturbed. Areas not to be disturbed: Those areas shown outside of the limits of the silt fence will not be disturbed. Locations of Controls: The erosion control devices and locations are shown on the Sediment 81 Erosion Control Plan. Areas to be stabilized: Temporary stabilization practices are also shown on the plans, if applicable. Areas of permanent stabilization are shown on the Paving and Drainage Plan. Surface Water: Surface water discharge is shown on the Paving and Drainage Plan. The surface waters of the project will discharge to the detention area on the west side of the site. 1.f Receiving Waters Currently, the project sheet flows to the east and west. After construction, runoff will be directed to the dry detention area located on the west side of the site. The dry detention area will discharge to the Lennard Road drainage system. Ultimate outfall is the North Fork of the St. Lucie River. 2.0 CONTROLS 2.a Erosion and Sediment Controls The following defines general quantities for the sequence of construction and the use of stabilization and structural practices. The contractor is also responsible for documenting this portion of the SWPPP. The construction of this project is expected to last twelve months. Install stabilized construction entrances at all common areas where construction vehicles will be entering and exiting the construction site. The driveways shall be constructed per FbOT Index #106. Install silt fences, Type III, around all ditch bottom inlets on the project, and the project perimeter. Filter cloth under the grates on catch basins may be used in lieu of a silt fence. Install staked turbidity barriers at the locations as indicated in the Paving and Drainage Plan (discharge points). 2,a.1 Stabilized Practices Temporary: Seed and mulch, and sod in accordance with Specification Section 104, Permanent: All stabilization practices shall be initiated as soon as practicable In portions of the site where construction activities have temporarily or permanently ceased, but in no case more than 7 days after the construction activity in that portion of the site has temporarily ceased, The contractor is also responsible for documenting this portion of the SWPPP. 2.a.2 Structural Practices Temporary. Silt fence in accordance with FDOT Index 102 and Specification 104. Staked turbidity barrier in accordance with FDOT Index 103. Soil tracking prevention device in accordance with FDOT Index 106, A stabilized construction entrance to be constructed per FOOT Index 106. All sediment controls shall be in place prior to any soil disturbing activity upstream of the control, 2.b 5tormwater Management Stormwater will be conveyed in storm sewer system, cross details, and swales to Stormwater retention/detention ponds. 2.c Other Controls 2.c.1 Waste Disposal The contractor is solely responsible for documenting this portion of the SWPPP. 2.c.2 Off -Site Vehicle Tracking The contractor is responsible for documenting this portion of the SWPPP. 2.0 State and Local Regulations (Waste, Sanitary, and Septic) The contractor is solely responsible form documenting this portion of the SWPPP. 2.d State and Local Plans This project qualifies for a No Notice General Permit from the South Florida Water Management District (SFWMD). I MAINTENANCE ITEM MAINTENANCE POSED REPLACEMENT INTERVAL Silt Fence In accordance with specification 6 Months Section 104. Ponds Remove sediment when it becomes As Required 6" deep. Straw Bales Remove sediment when it reaches 3 Months 1/2 height of bales. The contractor shall maintain rain gauges on -site and record daily rainfall. The contractor is also responsible for documenting this portion of the SWPPP in the Section 104 Erosion Control Plan. 4. INSPECTION Qualified personnel shall inspect the following items at least once every seven calendar days and within 24 hours of the end of a storm that is 0.50 inches or greater, Where sites have been finally stabilized, inspections shall be conducted at least once every month. Points of discharge to waters in the United States, Points of discharge to municipal separate storm systems. Disturbed areas of the site that have not been finally stabilized, Areas used for storage of materials that are exposed to precipitation. Structural controls, Stormwater management systems. Locations where vehicles enter or exit the site. 5. NON-STORMWATER DISCHARGES The contractor is required to submit a dewatering plan to 5WFWMD for approval prior to commencement of any construction activities that require dewatering. This plan shall include any stockpile areas and excavation areas. The contractor is responsible for documenting this portion of the SWPPP, If contaminated soil or groundwater is encountered, contact the District Hazardous Materials Coordinator. 6. RESPONSIBLE ENTITIES This SWPPP must clearly identify, for each measure identified within the SWPPP, the contractor(s) or subcontractor(s) that will implement each measure. All contractor(s) and subcontractor(s) that will be responsible for the implementation and maintenance of the measures identified in the SWPPP must sign the following certification: "I certify under penalty of law that I understand, and shall comply with, the terms and conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities and this Stormwater Pollution Prevention Plan prepared there under." NAME AND TITLE COMPANY NAME, ADDRESS, RESPONSIBLE ITEMS I DATE I AND PHONE NUMBER "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete, I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations," Name (Operator and/or Responsible Authority) Date A`inyl Sheathed SAW Steel Cable 19800 Lbs. Breoking Strength) With Galvanized Connectors (Thal Free Disconnect) Closed Cell Solid Plastic room Slotted PVC Connector Pips Claeetl Plastic Foam Flotation (6" Dia. Equiv.) (12 Lb.. (Matol Collor Reinforced) FCell Solid lotation (8" Dia. Equiv.) (77 lbs. Per Ft. Buoyancy) Per Ft. Buoyant r i'Polypro Rope �18 Oz. Nylon Reinforced ylonReinforced Stre It Breakin PVC Fabric (300 pal Testy ric (300 poi Strength) Stress Plate Atl Golvanizatl Chain h Lacing Grommej 'Galvanized Cho TYPE D, =5' Ste, (Single Panel For Depths 5' or Less). TYPE IS D1=5' Sid. (Additional Panel For Depths 5'). Curtain To Reach Bottom Up To Depths Of 10 Feet. Two(2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Callud For In The Plana Or As Determined By The Engineer. GENERAL NOTES NOTICE: COMPONENTS OF TYPES - AND - MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS, ANY INFRINGEMENT ON THE PROPRIETARY borders are to be paid for under the RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF 1. Floating turbidity bar contract unit price for Floating Turbidity pay Barrier, THE USER. SUBSTITUTIONS FOR TYPES - AND -- SHALL BE AS APPROVED BY THE ENGINEER. 2. unitkp to for Itbarriers edt Turbidity Baabe r ie, LF or under me contract FLOATING TURBIDITY BARRIERS z1�idn. oia wa e; eStoat _, „ 1.33 Lbs/Ft. Min.) - �� r^,�� 18 Oz. Nylon Reinforced PVC Fabric (300 psi Test) Proposed Toe Of Slope g _ Ei Existing 4 - � '" �-JIU.11- w �s^°reL'"a STAKED TURBIDITY BARRIER e • y \°q'0o,� t0 typical Shore Line Limits Of i.onst. 'rv!/ • • • • Limits Of Cans Share Line current LEGEND • Plle Locations • •Structure Alignment Turbidity ® Dredge Or Fill Area -Barriers NOTE; -^i Mooring Buoy w/Anchor Turbidity barriers for flowing streams and tidal creeks may be either iti floating, Anchor will suit site conditions and -' or stoked types or any combinations of types That s t t n NOTES: meet erosion tractor and wafer quality requirements, speci 'the the plane, type(s) will Barrier Movement Due 1. Turbidity barriers are a be used In all permanent bodies of water be at the Contractors option unless otherwise specified in the piano, however C' To Current Action regardless of water depth. payment will be under the pod item(s) established In the plane for Floating 2. Number and spacing of anchors dependent on current velocities. Turbidity BoandStaked Turbidity Barrier. Posts staked turbidity 3. Deployment of barrier around pile locations may vary to occomrtwdatebbe installed to be nstalledled In vertical position unless otherwise directed by the Engineer. construction operations. 4. Navigation may require segmenting barrier during construction operations, 5. For additional information see Section 104 of the Standard Specifications. TURBIDITY BARRIER APPLICATIONS TURBIDITY BARRIERS F,D.O.T. INDEX NUMBER 103 1 or 1 SlHEET FLO lW 1 1 BALES OF STRA W STAKED DOWN SINGLE ROW OF BALES OF STRAW TO BE PLACED PRIOR TO THE START OF ROUGH ORA01i"NI PLAN VIEW WIRE TI� n 1-2 STAKES 111-1/2' TO 2' IN I I I THE 6ROUN0 BALE TIES �- l4„ SECURELY BOUND BALES ANCHORING BALES REQUIRED FOR DURABILITY ANCHORING BALES DETAIL NO. SCALE TYPE III SILT FENCE NOTE: DO NOT DEPLOY IN ANY MANNER THATSILT FENCES WILL ACT A5 A DAM ACROSS PERMANENT FLOWING WATERCOURSES, SILT FENCES ARE TO BE U5ED AT UPI. ANO LOCATTON5 AND TURBITYSARRIER5 USED AT PERMANENT BODIES OF WATER. EROSION & SEDIMENT CONTROL PER FD0TINDEX 102 .�- sri rFLOW TYPE III5IL T FENCE NOTE SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART 1, SHEET I OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2OF3. TYPE III 52L T FENCE PROTECTION AROUND DITCH BOTTOM INLET 6'MAX --_ti200 POST OPTIONS: U WOOD 2112" MrNDrA. WOOD 2'X4" OPTIONAL C14 PRINCIPAL P05T OAK 11/2"XI 1&` POST P05ITION (CANTED STEELL33LBS/FT MIN POSITIONS 20°TOWARD FLOW) FILTER FABRIC � r 576T FLOW FILTER FABRIC (IN CONFORMANCE WITH ELEVATION SECTION SEC985 FDOT SPEC.) NOTE: SILT FENCE TO SE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKF. D FENCE(L.F.) TYPE III SIL T FENCE kVireY' °all ad 6.1. .reo Jig. BEFOREYOUOIG J W W � Ln O N rn U) W N (.DCD ON LO of n J of J O WO za �Z ¢w c�a Z a'ri Q w � 1i • UN LZ Z I 0- Ul > z �+co D QL __1ao O OO WN NN y W v o r LL. > �O /� n 2 V V) I Q Z8d F- LL o0U o0 � w V J w (n Do W\rCr Z� / 0 N� W r d �U W � Z WZ0. ®_ �loo-®_ J�sossw 0 0 W Is- W (J n/ W m ro 3 0 O m K ° N wZ � QzY��"m aQ u a r s °1 m ❑ O U U SHEET NO.: 11 OF : I� JOB No. : 12-066 ENG