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HomeMy WebLinkAbout2008 - Survey448 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ON CALL OF FLORIDA, INC. SHEET N0. C-1 BRUCE A. MO/A, FL. P.E. ,4 29 OF ZO ENGINEER'S PROJECT NO. 06-1058 ° PRo�ECT No. DAM: FEB 4 2068 f 06-1058 SITE DATA QESCRIP TION LGOVT STORMWA TER POLLUTION PREVENTION NOTES ABBREVIA 770NS a TOTAL SITE AREA = 3.86 Ac PARCEL 1 PARCEL 2 EGEND - : o GOVERNMENT AREA TO BE DISTURBED = 3.86 Ac N° = NUMBER 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM FDEP c PROPERTY LINE " - POB = POINT OF BEGINNING AS REQUIRED TO MEET NPDES STANDARDS Q THAT POR77ON OF THE FOLLOWING L}?NG NORTH OF THE LINE DESCRIBED THAT PORT70N OF THE FOLLOWING LYING SOUTH OF THE WESTERLY 2. CONTRACTOR SHALL INCORPORATE BEST MANAGEMENT PRACTICES IN THAT CERTAIN BOUNDARY LINE AGREEMENT AS RECORDED IN PROJECTION OF THE LINE DESCRIBED IN THAT CERTAIN BOUNDARY LINE EASEMENT LINE PDC = POINT OF COMMENCEMENT AND EROSION CONTROLS AS SHOWN OR N07FD ON THIS PLAN TO �h SI ZE• DESC E71ON OFFICIAL RECORD BOOK 1401, PAGE 2456 OF THE PUBLIC RECORDS OF AGREEMENT AS RECORDED IN OFFICIAL RECORD BOOK 1401, PAGE 2456 FENCE X X R/W = RIGHT -OF -RDW MINIMIZE OR ELIMINATE THE POTENTIAL FOR POLLU77ON THIS PROJECT CONSISTS OF THE DEMOLInON OF ALL EX/STING INDIAN RIVER COUNTY, FLORIDA. OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA." = CENE7ERLINE DISCHARGES. STRUCTURES, THE "COTTAGES; AND DRIVEWAY, AND .THE 1/2 RB & CAP SET, LB #5633 PROP. = PROPOSED J. CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM ALL WORK AND CONSTRUCTION OF. TWO 1 -STORY RETAIL BUILDINGS, ONE 2 -STORY 774E SOUTH 165 FEET OF THE SOUTH 1/2 OF 774E SOUTHEAST 1/4 OF THE SOUTH 165 FEET OF THE SOUTH 1/2 OF 7HE SOUTHEAST 1/4 OF WA7ER LINES EXIST. EXISTING MAINTAIN ALL DEVICES IN ACCORDANCE WITH FDEP NPDES RETAIL/RES/DENTA/L BUILDING, & ONE 1 -STORY BANK. THE NORTHEAST 1/4 OF SEC77ON 20, TOWNSHIP 31 SOUTH, RANGE 39 THE NORTHEAST 1/4 OF SECT70N 20, TOWNSHIP 31 SOUTH, RANGE 39 E.O.P. EDGE OF PAVEMENT STANDARDS EAST, INDIAN R/VER COUNTY, FLORIDA, LYING WEST OF US HIGHWAY 1, EAST, INDIAN RIVER COUNTY, FLORIDA, LYING WEST OF US HIGHWAY 1, SANITARY SEWER LINES D C F.D.O.T. - FLORIDA DEPARTMENT 4. CON7RACTOR SHALL PERFORM ALL REQUIRED INSPEC77ONS AND MORE PARTICULARLY DESCRIBED AS FOLLOWS, MORE PARTICULARLY DESCRIBED AS FOLLOWS; OF 7RANSPROTARON REPOR77NG. (n FDEP NPDES CERTIFICATION STATEMENT OVERHEAD ELECTRIC OE OE NGV929 = NA77ONAL GEODETIC 5. CON7RACTOR SHALL PROVIDE ADDInONAL EROSION CON7ROL zo FOR A PO/NT OF BEGINNING BEGIN AT THE SOUTHWEST CORNER OF THE FOR A POINT OF BEGINNING BEGIN AT 7HE SOUTHWEST CORNER OF THE VERTICAL DATUM DEVICES, AS MAYBE NECESSARY, TO PREVENT OFF-SITE POLLU77ON U) I CER77FY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SOUTH 1/2 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID U77LITY POLE OF 1929 DISCHARGES. S � ATTACHMENTS WERE PREPARED UNDER MY D/RE SSU OR SUPERVISION SEC77ON 20, THENCE RUN NORTH 165.00 FEET, 7HENCE RUN EAST SECT70N 20, THENCE RUN NORTH 165.00 FEET; THENCE RUN EAST ORB = AS ICTAL R 6. , CONTRACTOR SHALL MAINTAIN UPDATED AND REVISED SWPP TO =� !N ACCORDANCE W/TH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED ORB = OFFICIAL RECORD BOOK MATCH S/TE CONDIT70NS THROUGHOUT CONSTRUCRON. - 1104.75 FEET TO THE WEST RIGHT OF WAY LINE OF US HIGHWAY 1; 1104.75 FEET TO INE WEST RIGHT OF WA Y LINE OF US HIGHWAY 1; SPOT ELE VA TION x 28.00 PERSONNEL PROPERL Y GA THERED AND EVALUA TED 77 -IE INFORMA 77ON N M3 SUBM/TIED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO THENCE SOU7HEAS1E-RLY ALONG SAID RIGHT OF WAY LINE, A DISTANCE THENCE SOUTHEASTERLY ALONG SAID RIGHT OF WAY LINE, A DISTANCE _ (BREVARD COUNT); FLORIDA) 7. � CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES ONLY OF 183.72 FEET, THENCE WEST 1188.00 FEET TO THE POINT OF OF 183.72 FEET; 7HENCE WEST 1188.00 FEET TO THE POINT OF OAK TREE DESC - DESCRIP77ON AFTER ALL DISTURBED AREAS ARE ADEQUATELY STABILIZED. AS MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR (SIZE NO Q PG PAGE ACKNOWLEDGED BY APPLICABLE AGENCY INSPECTION.w t;_i BEG/NN/NG, LESS RIGHT OF WAY OF THE FLORIDA EAST COAST RAILWAY BEGINNING, LESS RIGHT OF WAY OF INE FLORIDA EAST COAST RAILWAY I� � GATHERING THE /NFORMA T10N, THE /NFORMA RON SUBMITTED /S, TO THE S.R. = STATE ROAD 8. CONTRACTOR SHALL F/LE AND OBTAIN ALL REQUIRED O Q , -i AND ALSO LESS THE RIGHT OF WAY FOR US HIGHWAY 1 AS RECORDED AND ALSO LESS THE RIGHT OF WAY FOR US HIGHWAY 1 AS RECORDED PALM 7REE SIZE NOTED °� .. Q BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE: ) 41 RCP = REINFORCED CONCRETE PIPE . CER70CARONS OF COMPLE77ON FROM FDEP TO MEET NPDES O I v v IN DEED BOOK 107 PAGE 331 AND .DEED BOOK 111 PAGE 495 OF THE IN DEED BOOK 107 PAGE 331 AND DEED BOOK 111 PAGE 495 OF THE � g I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBM/T17NG PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. AND PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA. PARCELS 1 & 2 CONC = CONCRETE STANDARDS O II N FALSE INFORMA77ON, INCLUDING THE POSSIBILITY OF FINE AND PINE TREE (SIZE NOTED) (o I N F: CONTAIN 168173 SQUARE FEET OR 386 ACRES IMPRISONMENT FOR KNOWING VIOLA77ONS O O SURVEYORS' N07ES \ ,� � � 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS X� � \\ \ z >_ m m \ THEREOF. \ 2. THE LINE AS DESCRIBED IN THAT CERTAIN BOUNDARY LINE\, \\ \ w z r w m AGREEMENT AS RECORDED IN OFFICIAL RECORD BOOK 1401, PAGE E \ OE 0 2456 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. - \ \ \ \ o in - w BEARS N 89olJ'270W AND ALL OTHER BEAR/NGS ARE RELA77VE a � THERETO. - SAW CUT AND DMO EXIS77NG o U J. PARCELS 1 & 2 CONTAIN 168173 SQUARE FEET OR 3.86 ACRES \ \ E.O.P. AND TAPE REMOVE n REMAINDER OF THE SE 1 4 OF THE NE 1 4 OF \ \ \ExisnNc EDGE s E: N M o SECTION 20 NOT INCLUDED / CONTRACTOR TO REGRADE \ \\ \\ r W � cli VACANT \ 0 6 1g - }- N LLLL X \\ \ U Oa L TO BE REMOVED & \\ \ C)-? Z C� U) c') � REPLACED \\ \ \ -;0- Z U) o N �N Lij c CONSTRUCT TEMPORARY SETTLING BASIN .. AREA= 1,925 SF EXIST. \\\ 6 \\ W p� i -PROP. SILT FENCE. CONTRACTOR SHALL INSTALL DEPTH= 3 FT 45.0'X11.8' BLDG. �o,� \ _ - �/ a a Z to PER DETAIL (SEE SHEET C-3) & MAINTAIN DURING VOLUME= 3025 CUBIC FT. F.F.E. = 14.58'-- rn 04 CONS7RUC77ON. SILT FENCE SHALL BE REMOVED CONTRACTOR SHALL MAINTAIN BASIN \ EXIST. EXIST. EX/ST. \� \ \ ' Z WHEN ALL DISTURBED AREAS HAVE BEEN DURING EXCAVAnON AND SHALL SOD AND 7.TX31.5' TRAVEL 47.3'X9.8' BLDG. 57.1'X11.8' BLDG EXIST. EX/ST. EX/ST. " \ �r W w j� M ADEQUATELY STABILIZED MULCH OR SOD BASIN AS NECESSARY. TRAILER OF EX/ T. 2 _ 56.1 X23.8' BLDG � FOUND 3/4 IRON � \ G Y NCYdOR \ � �� W a z F.F.E. = 14.09 -- F.F.E. = 14.18 30.1 X20.2 BLDG. 30.4 X20.2 BLDG. �. PIPE NO CAP _ _ _ C� o_ cr FOUND 4X4 CONCRETE 1104.75 DESCR/P nON 0 0.18 W E0.18'N \ _ - Q F F.F.E. = 13.73 F. F. E. = 13.78' F. F. E. = 13.42'F -� _ _ Z Z MONUMENT NO CAP ,?aIAHE 11037 MEASURED 000 OE OE OE OE �o� �� G 1 I .E 4roAK 2v " • i. 11. l t. i �. l -1 G OE-- - OE OE OE'� OE Q \\ = J = w tip1 .!� - - 1 ACM ��' 2`° _" tos "- - li 30. ��' ' T� ��` -� - - .,_ A - "����.-- r0 _ T OL 2 ( n iaPACM v �e n f - - , u rn \ U 2 / W I -2 _1' COVERED CONC. f Y _ Z w �- IP.T� 8. OAK � "1�i'TALM �. .� a'F7W5 •?PALM a PALM f9PALN 24iH 0 PALM �r T PifIE'"� �i / \ \\� - ' " > m MO FOUND / » 'i M . , Wi-3 g C \ \� \ \ o / W Z LU F - PIPE NO C I sPACM � s"hALM b 55, 0' ,.. r PAL '9P"Ir * 24Pv4F ,, �' � w r . �� 14. g'y%�PALM 13.E v JTAiN ir. to. WETLAND 1 r2. \ ,\ s" 1 �° \ \ \ OU > is. 4 (0.06 AC) \ 1 \ ALM fall- dTALM 70. 12.5X 20' ro. \ � � \ y i z � --� ' Gl=2- - +g»'pAur / s4 r OAK72. 1 1 a°%irri 11. tapAcv spACM CONCRETE \ G \ N� ` > SPALM X 3 i2PACM w f A_w 12 J. 0 7-0- 1 Wl -1 CONCRETE CARPORT so aAx i / e yAw 1 \ - 00 TOP OF BANK 16.x( sPALM aPrars t \ �'�\ \ m 1.35 w w \ P�SPALM mars W1-4 2oP�ie fo•0AK f�4 u - \ \\� G z SCREENED o o z a�, o �rt. COVERED CONC. CONCRETE '� c \ \ z m a ,sPavr ipww. �biz'PALM � � 4 -5 Wl -6 7�tOiALM - - _ L _PAW COVERED o PALM s- srA GRAPE COVERED \ \z �� \ \ O i � 8 OAK 577x15 42'OAK 1• t RAILROAD TRACKS I �i�C4PALM f3. 2oroAK 4ac $,tar0s �, ' ts77cus � WOOD WDO �+ X18.1 14. toPa�" PARCEL 1 ta7 !4 top&m _ L L� 42. 10. � • �taPALM � s \\� � � ul 2a cA PALM SUBJECT PARCEL tsf 0,"WK -_CONC 1a \ \ \ CD FOUND 4X4 CONCRETE P .M iroAK , ars SCREENED \ 0 ' to 4pACM to o w sxraa 11. ra'uA s a 1 r• C VERED WOOD s MONUMENT & 4416 xPUM aPAtM x $PALM a -a cvs PAur sPAw Pour C ,n CD t s77Gus>Lvs ONCRETE E 1 biTrAW - - 12. 0 \ G N CAP 21.34N, 10V Al �f P $FLIM q 4 s%weroAK 2roAk 3.87 ACRES WETLAND 2 W2-4 '� ��,'�,zPAULp 1 C \ \\� z -t2 aAri 0 / JOP,nf '9pei ALM ■ 24Px�E 2O {�jebAx � t'oPALM FOUND 4X4 CONCRETE (0.02 AC) / �,, la \ " ,PALM 9P eroAK 1 r.IoAK MONUMENT & 4416 CAP- to rr.1� W2-5, 10. # j . -- k? ro. \ J YYC< t . FOUN. 5/8 IRON *4 PAur t 13 / 2.7C �' 2-r2 oAK oPAw a °A" sPAw $PALMI 07 2 X R00 4416 CAP�aPALM :.roAx-,PAL1J �C 10.WK �\ \ 19. p-Tr57'W 4PALM*'AU PAtu 2-2 4 0AK ,�� W2-1 W2-3 \ G NC OR \\ Z PALM X '�_v_ "PAMP 14.� ,�p� y aPACM f t. 'S ZOP&M #I '' _a 4a+KBLOCK PUMP HOUSE �,F., 324.6T� ALM. �eroAK �2o"aK t< .Pue� �/J�8 TO BE RELOCATED E t3PALM ■ * N8973 W ( ) j� 0 �\ �� Q \ 19.56 �/ " PALM �!PALM f a�LM �O t�AtM F N to i i t JD'F711F '�( ■p ` 7*�ARCE4 6t2bAK rPAw AREA OF OVERLAP - - - - _ t1. rr. 1. I �zA 141.1 �r �..... w U. 247 . r ,� �� -, ■ _f * - - ■- It M I! 1< 1< 1! -�! - J % %� �r _in - - �- - - - _ \ h 123.61 ' �\ M 314.98 SOO i�0 42 W ExlST. - - D 4 ~ Q J \ S89 5105 W 0.10 EXIST. LEXIS x/ST.� 14.48 44.0 X12.1 BLDG. > � �-CONIROL-1 64.3 X11.3 BLDG. 45.6 X12.0 BLDG. 57.3'X11.9' BLDG. EXIST. 135'X � Q o 13 EXIST FENCE F.F.E. = 15.21 ' F.F.E. = 14.7T \ �c FOUND 4X4 CONCRET9• I k F.F.E. = 14.59 F. F. E. = 15.11 30.3X19.9 BLDG 8.3 SHED ON `\\ 4 E CAP '`� MONUMENT NO CAP 10.0' EASEMENT PER EXIST. EX/ST. FFE. - 12.50' CONCRETE \ c� 'y .43 W, 6.66N PLAT BOOK 16, PAGE 6 20.6X20.5' BLDG. WOOD STORAGE 30.3 X20.2 BLDG " U F. F. E. = 12.44' ON CONC. FO 5 8 , �-.,�� ' k -EXIST. F.F.E. = 12.87 `\\ !RO OD '�� ff^ Z \ 43 P N. � v O W � O 30.4X20.14' BLDG • • O' , .70 \ _ Z -� F.F.E. 12.87 EASEMENT PER OFFICIAL \ RECORD BOOK 1401, 7LIMITS OF PROPOSED PROP. CONSTRUCRON ENTRANCE PAGE 2456 \ ~ SET 518- IRON � � BOUNDARY LINE PER AGREEMENT / STORMWATER MANAGEMENT ROD & 3909 CAPD NOT PLATTED TRACT (WET POND) EXCAVATION. PAGIE 2456 CORD BOOK 1401, (SEE SHEET C-3 FOR DETAIL) \ V-� CON7RACTOR SHALL DIRECT ALL w w \ DEWATERING DURING EXCAVA77ON 0 TO TEMPORARY SETTLING BASIN. N N PUBLIX INDIAN RIVER SUBDI VISION 0 o PLAT BOOK 16, PAGE 6 LOT 2 1 ao p W � V EXISTING CONDITIONS, DEMOLITION & STORMWA TER POLLU77ON PREVEN77ON PLAN' Q N � SCALE : 1 40' 2 WETLAND TABLE GPS COORDINATES (FLORIDA EAST ZONE): A - CONTROL -1 (SW PROPERTY CORNER): 0 W h 008-34-285 E, 012-49-967 N o CONTROL -2 (NE PROPERTY CORNER): 008-35-242 E, 012-49-875 N WL -1: 008-34-708 E, 012-49-819 N WL -2: 008-34-693 E, 012-49-862 N V WL -3: 008-34-647 E, 012-49-856 N WL -4: 008-34-663 E, 012-49-814 N WETLAND IMPACT SCHEDULE 4 WL -5: 008-34-671 E, 012-49-805 N - SHEET N0. g 48 HOURS BEFORE DIGGING WL -6: 008-34-701 E, 012-49-805 N WETLAND DESIGNA77ON TOTAL AREA (AC) IMPACT AREA (AC) RETAINING AREA (AC) CALL TOLL FREE WL2-1: 008-34-718 E, 012-49-737 N - C2 1-�,02-4770 WL2-3: 008-34-746 E, 012-49-738 N K12-2. 008-J4- 725 012-49-720 N Wl 0.06 0.06 ,0' SUNSHINE STATE ON CALL WL2-4: 008-34-755 E, 012-49-772 N W2 0.02 0.02 ,B ®BRUCE A. MO/A, FL. P.E. 147529 OF 20 OF FLORIDA, INC. t WL2-5: 008-34-724 E, 012-49-753 N O. DA TF• FEB 0 4 2008 PROJECT NO. 06-1058 C EROSION AND SEDIMENTA TION CONTROL NOTES CONSTRUCTION AC77N77ES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS /S SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL PROPERTIES -TRANSPORTED SEDIMENT . CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER BOD/ES OF FLOODPLA/NS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER N WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWN/NG SUBSTRATES BY SILTATION. oq EXCESSIVE. SUSPENDED SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PR/MARY PRODUCTIVITY. w or 2 041114ki`10 MINIMUM STANDARDS - Rall ( P0Y'' I sae .. j 50� � J 1. SED/MENT BASIN AND TRAPS, PERIMETER 13. WHEN WORK IN A LIVE WATERCOURSE IS optic n, POs, Pos•hdns �,; ICntd O'TwardF wJ , /rppa lofe, Past options, Saltwood t�• are. Ito M t0 oworo o - - ` - PERFORMED, PRECAU77ONS SHALL BE TAKEN TO safrwoadt; , �;:r.h;J NQDIKES, SEDIMENT BARRIERS AND 07NER i CMax. r--MEASURES INTENDED TO TRAP SEDIMENT MINIMIZE ENCROACHMENT, CONTROL SED/MENT ss�eeel'J At:►� ' F,11er I ab.k rk " Conformance with Z I WI U Set. 985 FOOT SDK.) >I , - _ Sad 11"_ V� TRANSPORT AND STABILIZE INE WORK AREA TO f 7 o°ft°n°7Potf PotNr°nt -_ :. :F Jemm. •; • - Ditch 011th O II Filfer Fobrk - SHALL BE CONSIRUC7ED AS A FIRST STEP " F .I-'--- e+ I - P,Ihetp/e Pest Position a'. z porn, � \ - - - - `tura & - �� .. S'` Curb 8 Cveffer - --' PLAN I Q I N IN ANY LAND AC71VI1Y AND THE GREATEST EXTENT POSSIBLE DURING {1p��. Slit to w lh 8 =' I I I I '--^- Post Opgpnsi soflwaod ,� Ola. _ _ Poultry Mesh 120 eo. IA.n.) : Itanfed 20- Taware Flow) _ _ _ `•Rook cops • • Q O MADE 7TONAL BEFORE CONSTRUCTION. NONEROD/BLE MATERIAL SHALL - - - _ \ Softwood + x+ I or Type A Fence Fabric _ _ O SHALL BE D FUNC II- - -I}- PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Post O [• PE LAND DISTURBANCE TAKES PLACE. BE USED FOR THE CONSTRUCTION OF N°d,eadJ'ar °Max. llndaxNo.Bolo Section UNSLO E T SteelL3Jlbs//!Nin. ` - FOOT Spec.! j( �re Aftsh or Fence Fabric , _ _ - - I . - f Y/n. Recommended CAUSEWAYS AND COFFERDAMS. EARTHEN FILL ELEVATION S ° Finer Foerc ffh Coefortance -� l/f,Her Fobrc PROTECTION ARWND INLETS OR SIMILAR STRUCTURES wrrn sec sBJ FOOT spec.) fi 2. ALL SEDIMENT CONTROL MEASURES ARE TO. MAY BE USED FOR THESE STRUCTURES IF SII a II I I ELevArroN z m m BE ADJUSTED TD MEET FIELD COND177ONS AT ARMORED BY NONERODIBLE COVER MATERIALS. THE TIME OF CONSTRUCTION AND BE TYPE SILT FENCE Ii I) I �- m a seN Flaw BARRIER FOR PAVED DITCH �C w 2 w Q CONSTRUCTED PRIOR TO ANY GRADING OR 14. WHEN A LIVE WA 7ERCOURSE MUST BE CROSSED -� ++ A - /,yyam� a e -L I I - - - - { - l ! { - (Edge o/ S/aulder. Grade Varies Q ' 6ve q woven finer fabric m Absence Or - - 4 J DISTURBANCE OF EXISTING SURFACE.. BY CONSTRUCTION VEHICLES, A TEMPORARY b� � � sEcr�w � � Established amaa I .. r , J. V) MATERIAL ON BALANCE OF SITE. PERIMETER STREAM CROSSING CONSTRUCTED OF Silt Fence ELEVATION s "-1 Apprp 2 2 o w U NONEROD/BLE MATERIAL SHALL BE PROVIDED. / Extend Edges cgs ore Bales. AM a Extend Under Baps and Bolos. Fabric I Q n SOMI Boos Shall Meet The Requirements of SEDIMENT BARRIERS SHALL BE CONS7RUC7ED I • f-�--r i O X Glade, tenpin varies j - _ _ section 981 of The slondard-�� . TYPE S SILT FENCE (�'j E'Min. specifications. TO PREVENT SEDIMENT OR TRASH FROM �--- sfarmwaf�. FLOWING OR FLOATING ON TO ADJACENT 15. THE BED AND BANKS OF WA 1ERCOURSE • "" °" �! _ . „ See 8e,ow Far I ' I . n - - - M `^' - SHALL BE STABILIZED IMMED/A TEL Y AFTER WORK PrafeGNan At Tat of slaps , ..1..1..1.. , .. , .. i W PROPERTIES. i..r..... ............l.r..,..., o IN THE WATERCOURSE IS COMPLETED. L c sEcrlanr AA I F I N W 6 PERMANENT OR TEMPORARY SOIL Slit Fence Protection P0J1 Pte, ' N J. ; . !n D)1aAea wr/A Intermittent flaw STABILIZA77ON SHALL" BE APPLIED TO 16. PERIODIC INSPECTION AND MAINTENANCE OF ALL «► "` ® Note. PLAN PLAN F' ^ N - - where rhe slope length exceeds t5 feet. - A� DENUDED AREAS WI7H/N SEVEN DAYS AFTER SEDIMENT CONTROL STRUCTURES MUST BE ._, \ �a< Q • � � � , � � '� � aol,slrutl one row of mk barriers ar OX lonpttuAnel Toe Or Stage ENSURE INTENDED PURPOSE IS - PROVIDED TO E '�• © + - - - - - pro°e midway w the slope.. Godhruct foo rows of or Olfa 8mffam, Grade voiles Rat/ Pall .. FINAL GRADE /S REACHED ON ANY PORTION 'b Place the and post of oat force behind mfr terriers where Mx slap. length exceeds se reef. � � X OF THE SITE: TEMPORARY SOIL STAB/LlZA710N ACCOMPLISHED. THE DEVELOPER, OWNER kF,d� n, end paa,af,Ar atAerftnet ae,Aawn. Q (� LL �. SHALL BE APPLIED WITH/N SEVEN DAYS TO AND OR CONTRACTOR SHALL BE CON77NUALLY%" �' i ALONG FILL SLOPE ELEVATION ' u , ' " �I U U c - � Rotate m/h posts ti lees, 180 degrees rt, a clockwise � - � FY1n. RecommeMed . _ _ P Mrn. Reeomme� Ip DENUDED AREAS THAT MAY NOT BE AT RESPONSIBLE FOR ALL SEDIMENT LEAVING THE Siff Fence Protection direction to create a fight seat with the faarrc materia. A BUT L REMAIN UNDISTURBED PROPERTY. SEDIMENT CONTROL MEASURES Silt Fence Around Ditch Batt" Inters. Anchor Tap &Jos To Lower Bales wilt, t Stakaa Per Bale. _ Z � 9 to FINAL GRADE WILLr. - R THAN 0 DAYS. PERMANENT SHALL BE IN WORKING CONDITION AT THE END - L .. . � ELEVarroN ELEVArlON Z (n � FOR LONGE N 3 D ^ N SO'On Centers f Typ. l STABILIZA77ON SHALL BE APPLIED TO AREAS OF EACH WORK/NG DA Y. SILT FENCE APPLICATIONS _ ora AafA pasts IntofAe alcoved and bury 1,k,. As Rtoarea � � -r- TYPE II TYPE. � Q N �, THAT ARE TO BE LEFT UNDISTURBED FOR 1 = Flaw `- ;BARRIERS FOR UNPAVED DITCHES `'' W C _ UJ MORE THAN ONE YEAR. 17. UNDERGROUND U77LITY LINES SHALL BE L- LL-q - INSTALLED IN ACCORDANCE W/TH THE IL 7 NOTES FOR SILT FENCES PLAN VIEW Natural PUUv Overlap End's Z 0- ,r, 4. DURING CONSMUCT70N OF THE PROJECT, FOLLOWING STANDARDS IN ADD/77ON TO OTHER Growl PLAN NOTES FOR BALED HAY OR STRAW BARRIERS 000 cr) SOIL STOCKPILES SHALL BE STABILIZED OR APPLICABLE CR17ERIA: k Type III St// Fence to be used of most laopllmns. Where used in art "as. 'y Ft11 Stupe - 6' L Type land d Banners amore be spaced !n apmrdonce with Cmrl l; Sheol L _ _ Z to M the spacing for Type H Slit fence shell be in ocsordon°e with Chart 1. Sheet 1.. " _ - - - Yin. Fin slops PROTEC7ED WITH SEDIMENT TRAPPING JOIN/NG TWO SILT FENCES „ 2. Ndy boles th°N be fronched J^ to 1' one anchored with 2 - r• s 2' roe r d°.) r ,' wood W W C, �y !CANT IS RESPONSIBLE A. NO MORE THAN 500 LINEAR FEET OF 2. Type 8 51,11 Fence to be used where krge sediment leads are anticipated. Suggested use ELEVATION v pm•'%ding eglnalent Strength MEASURES. THE APPLICANT by The Slaxes pr la other material t sha aapmay be Mere ;f approved M - - - - - lS where /il! slope 1,s 1.2 Or steeper and length or slope exceeds 25 /°e1,. Avoid use where TO BE USED WHERE THE NATURAL GRIX1Na 6y The Engineer. Slakes other /mit wad shall be removed fps, conplelipn 01, the proJee/. I 1 ' w FOR THE TEMPORARY PR07EC770M AND TRENCH MAY BE OPENED AT ONE the detained water may back into feovet kites at off the right of way. ELOPES TOWARD THE TOE OF SLOPE TO 8E b5E0 NEGATION RAC DRWNO J. Roils and posts slaw be 2- x ,' wood. Other saterkts pmvldlnq equNlolent strength may b< used N W 0 � o Z PERMANENT STABILIZA77ON OF ALL SOIL T7ME. 3. Do not coostmef slit fences across permanent fdowPog watercourses. Silt fences SLOPES AWAY FROM THE TOE of SLOPE approved by the Engineer. Z 5 STOCKPILES ON SITE AS WELL AS SOIL to be of Mpidns tat tions and fMradify barriers used d'1 permanent Aadtts of wftr. _ ,. Adlacenl mid soon be burled firmly together. Unavoidable papa anon be phpgee with hay or arrow INTENTIONALLY 7RANSPOR7ED FROM 77-IE B. EXCAVATED MATERIAL SHALL BE I. Where used as shape protection. Silo Fence ;s to be constructed an Ot fanglfudinar grade AT TOE OF SLOPE to prevent sill from passing. - F- LL m to amid ehannehzin , runoff a" the length of the fence. J w PROJECT SITE. PLACED ON THE UPHILL SIDE OF V _ S. Silt Fence to 6e paid for under the conhocf unit price for Stoked 5111 Fenn, t LF). 3. where used !n confuncfJon w//A silt fence, aoY mfea shall be plated on the upstream side of the fence: - - � � � I U � TRENCHES. G BARRIERS FOR Fl,l SLOPES B. Boles to x pole for under Me contract unit price for Bored Hay or Straw, EA. the Mon Arte Shall 1tCkede � -r Q f FIENCiHES. - - - - - - - - - - - - - - the -cost of finer fabrk for Type 7 end II Barriers. Saco hops shall be paid for under the unit prke _ 7 �JJ _ for Sandbagging• CY. Rock bras 10 be paid for under the contract toll price for Rock Bogs. EA. - - - ` ' 5. A PERMANENT VEGETATIVE COVER SHALL BE m th ESTABLISHED ON DENUDED AREAS NOT C. EFFLUENT FROM DEWATERINGZ C4 W W a OTHERWISE PERMANENTLY STABILIZED. OPERA77ONS SHALL BE FILTERED OR 2°°6FDOTDesignStandards R a , j Sheet No, � w �' PERMANENT VEGETA77ON SHALL NOT BE PASSED THROUGH AN APPROVED 07/01/051 3 °r3 2006 FOOT Design Standards �°si snick Na. U W > Revision - TRAPPING DEVICE OR BOTH _ TEMPORARY EROSION AND SEDIMENT CONTROL '^a'x " = ' 00Inde x N . 3 .� CONS/DARED ESTABLISHED UN71L A GROUND SEDIMENT1 02 COVER IS ACHIEVED THAT, IN THE OPINION ' AND DISCHARGED IN A MANNER THAT - _: EMPORARY EROSION AND SEDIMENT CONTROL 02 T OF THE REVIEWER, IS UNIFORM, MATURE DOES NOT ADVERSELY AFFECT J m ENOUGH TO SURVIVE AND WILL INHIBIT FLOWING STREAMS OR OFF-SITE 0 w= J EROSION. PROPERTY. m w a a � 6. STABILIZA77ON MEASURES SHALL BE APPLIED D. RESTABILIZA77ON SHALL BE TO EARTHEN STRUCTURES SUCH AS DAMS ACCOMPLISHED IN ACCORDANCE WI7N DIKES AND DIVERS/ONS IMMEDIATELY AFTER THESE REGULATIONS -moi i., ExistingRoodwdy O r INSTALLA TION. Edge Of Pavement c C � o 18. WHERE CONS7RUC77ON VEHICLE ACCESS -ROUTES _ 1 W G N LL) 7. SURFACE RUNOFF FROM DISTURBED AREAS INTERSECT PAVED PUBLIC ROADS, PROVISIONS G ON TRANSPORT . oENtRAt rrnra THAT IS COMPRISED OF FLOW FROM SHALL BE MADE TO MINIMIZE THE TRA A DRAINAGE AREAS GREATER THAN OR EQUAL OF SEDIMENT BY TRACK N PAVED Approach Length I--� 1. A SoftTracting Prevention Device ISTPO) smllbe cotitnmdee or 1 locations designated by The engroeer for points of egress from - TO THREE ACRES SHALL BE CONTROLLED BY SURFACE, WHERE SEDIMENT IS TRANSPORTED I I i unsfobrllzed areas of the project to public roads where offsflt tracking A SEDIMENT BASIN. 'THE SEDIMENT BASIN ONTO A PUBLIC ROAD SURFACE WITH CURBS ( p* jMd shacoull a didur. Traffic from MnalpA,rrie arras of lite rother :;pt, T �` �` _ project shall be 1*11 bed Mro °STPD. d to limit 1 one i ire t other SHALL BE DESIGNED AND CONSTRUCTED TO AND GUTTERS, THE ROAD SHALL BE CLEANED I positive means Ekon used as required f mit and direct reArrakr egress across the STPD. I( - 2. The Contractor may propose do alternative ftehnrque to mlermlze - ACCOMMODATE THE AN71C/PATED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT LOADING FROM THE SEDIMENT SHALL BE REMOVED FROM THE ROADS SO'Sid. cAPar v`ea ;nage F'gsi°« Orta, to lis us've must be reviewed and LAND-DISTURBING ACnWTY THE BY SHOVELING OR SWEEP/NG AND TRANSPORTEDJ. - Aft m°ferrossallied. dropped. or tracked onto public roads Construct Paved Turnout I I I fodWlrg the STPD aggregate and mnslnelionud m) shall be removed _ OUTFALL DEVICE OR SYSTEM DES/GN SHALL TO A SEDIMENT CONTROL DISPOSAL AREA. ; w f fndez No 515 L May Be ` dotty, "°r= frequently ;f s° d"=°f=d q the Engineer. v TAKE INTO ACCOUNT THE TOTAL DRAINAGE STREET WASHING SHALL BE ALLOWED ONLY o By DeletThe sneApper. AggregatesshalbeosdescribedInfIbis size sendnpsmle.T J O u _ By TAe Engineef. ov Aggregates s smN De f00T size 1. If this s$e is not h the approval nest AREA FLOWING THROUGH THE DISTURBED AFTER SEDIMENT /S REMOVED IN 7H/S MANNER. T + 3 3 Engines smallerontaning size aggregatemay be ll one"of whet, track a/afr/x 1 I I _ Eng%neer• S;zessulfa containing esessivr smell oggregofe will Iroek off foe project _ J AREA TO BE SERVED BY 77-IE BAS/N. THIS PROVISION SHALL APPLY TO INDIVIDUAL Q `'_ i I °r` ""�"°°" S. The sediment Ort should prake o rtttnllon vDlMeie of 3600 salt - O SUBD/VIS/ON LOTS AS WELL AS TO LARGER I i retf/acre °r surface area draining to the pit. 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT LAND-D/SIR/BU77NG ACTIVITIES.>1 15 �: o;`gym;M� swP9,s; y`;;,�m��t°raiaagr crew, the fakwidg (� CONTROL STRUCTURES WILL BE I I As ,3011-�M sediment 30' 'x the 2W it',he swore bottom can -�� INSPECTED FOR INTEGRITY ANY DAMAGED 19. ALL TEMPORARY EROS/ON AND SEDIMENT I I I be Increased to obtain the volume. When the sediment pit Or swats _ _ - R _ _ I _ I - - -�, rohmx hos been reduced to one half. it shall be cleaned. When a swore - DEVICES SHALL BE CORRECTED 1MMED/A TEL Y. CONTROL MEASURES SHALL BE REMOVED W/7N/N y i Y - - �^^i" AS used, W butts or alit fence sholibe plo=d olanq the entire 1mgrA SOD REQUIRED _ - - - - - ^...:.�.+- - - -i- - - "r.`^"' Slope To Drdfn -- - - "s•-"'" ' , O 30 DAYS AF7ER FINAL SITE STABILIZA77ON OR T T� - T T Berm �' I I 6. The swage ditch draining the 5TPD sholl have a 0.2= minimum and 1 9. CONCENTRATED RUNOFF SHALL NOT FLOW AFTER THE TEMPORARY MEASURES ARE NO a 1,D: maximum grad` sono thea STPD and rm the sediment pit. \ 7. U;1 red end Seth clear err not required eAen 1,M s;dedrain « DOWN CUT OR FILL SLOPES UNLESS LONGER NEEDED, IN THE OPINION OF THE \ sWafe u pipe saflsres fAd,,earzant rd,Mnemdnfs Q N L--- A o CONTAINED WITHIN AN ADEQUATE 1EMPORARY REVIEWER. DISTURBED SOIL AREAS RESULTI G _ / t I W OR PERMANENT CHANNEL, FLUME OR SLOPE FROM THE DISPOS177ON OF TEMPORARY sediment Pit ' i I B- The ,for shall be frommolaop rt, n offs1f°° that ng.wilthe S N " to rinsed Its ,when . To prevent move ooe ulateda• the STPD shall - • �� k E De rinsed /dmlry when !n use J to cave otmaxukled mAr downward fMu- - - - - the shone. Addl,lanal stabilization of the vehAwlier roult kodln, to the - SEED PERMI T7ED DRAIN STRUCTURE. MEASURES SHALL BE PERMANEN R Y STABILIZED I I TO PREVENT FURTHER EROSION AND _ �f. �- Hay Bpres i i STPD may be rxav:rtd lo 11.1? At end Mocked.24 _Approach Length ' - d . 9. � � ,�„ 11 9 :lal Taq I 9. A STPD shaft be paid for Mer the contract priceunit for soft Trocking - - - - - - 10. WHENEVER WATER SEEPS FROM A SLOPE SEDIMENTA TION As Required / \ --- Prevention Device. EA. The unit price shall constitue full compensofion 1 for construction• aaintenonce, replacement of materials, removal. and FACE, ADEQUATE DRAINAGE OR 07HER 1 .ti restoration of She area utnized for the STPD: including but not limfled Q to erdrvution, grodrnp• temewaryplot t ifth drag MES when required)• filter l PR07EC77ON SHALL BE PROVIDED. 20. PROPER77ES AND WATERWAYS DOWNSTREAM • ' ' ' • ' Pit volume is Below The Inlet fabrk,vggrtgota.paved turnouttrnchedhg°spholfandbase construction). NOTE.• REFER TO SPECIFICATIONS AND CL 'Elevation Or The Outlet Elevation, - - - ditch sloWilzatfon, operoach mute stabilization, sedlment removal and disposal; FROM CONSTRUCTION S/7E SHALL BE PROTECTED fray edea water. rinsing and cleaning of the STPD and clawing of pblf rocs. POND CROSS SEC77ONS AND 11. SEDIMENT WILL BE PREVENTED FROM FROM SEDIMENT DISPOS1 TION AND EROSION. )J1, )) wAftAeyer is Lower orHagrossing and sad. Hoy Gates Sid dfet be paid for under the contract the price FilfG/ Fabric i j � for Noy or straw Baird. EA. srN ranee :mit be pale for under tna oonfrocr . _ DETAILS FOR SLOPE PLANT 1NG AND • ENTERING ANY STORM DRAIN SYSTEM, DITCH 4' Min. Type 0•!, Index No, l99 I i B� SECTION B-B _ uni+price for Stoked Slnrence•LF. ANY SPECIALTY EROSION AND OR CHANNEL. ALL STORM SEWER INLETS 21. PHASED PROJECTS SHOULD BE CLEARED IN >D. TAe neIst h own of a standard STPD Id' volume or mess CONTROL MEASURES TRANsI%ION DE%AIL olAerw/se shown rt, the plans. N net roAvme Or enieling one exiting c - vehicles wmrranl, a JO'wlWh STPD miry ha used r1, approved by /Ae - THAT ARE MADE OPERABLE DURING CONJUNCTION WITH CONSTRUCTION OF EACH Aggregate ; d�X Per ba i ' S I Engineer. . Whent°ch�;,width 1JD•I STPD is used. the paygaant,lr GRASS OPES CONSIRUC77ON SHALL BE PROTECTED SO PHASE. S. THAT SEDIMENT-LADEN WATER CANNOT 15'Or 30' ENTER THE CONVEYANCE SYSTEM WITHOUT 22. EROSION CONTROL DESIGN AND CONSTRUC77ON I Aggregate FIRST BEING FILTERED OR OTHERWISE SHALL FOLLOW THE REQUIREMENTS IN INDEX ,� 1i4 N � � - Filter fabffG .. . 7REA7ED TO REMOVE SEDIMENT. NOS 101, 102 AND 103 OF FDOT ROADWAY AND r°°`T°°aln'o,1f/ft Mi TRAFFIC DESIGN STANDARDS filter Fabric compacted Backrll Exfsdrag or pe Temporary Srdetlrdfi Pipe 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED Z STORMWA7ER CONVEYANCE CHANNELS ARE 23. THE REVIEWER MAY APPROVE MOD/FICA77ONS OR To Be Stobnlzed As Required RURAL CONNECTION. SECTION A-A Based On Flow And Grade DETAIL W MADE OPERATIONAL, ADEQUATE DURST ALTER PLANS TO THESE EROSION CONTROL PR07EC77ON AND ANY REQUIRED TEMPORARY CRITERIA DUE TO S/7E SPECIFIC CONDITIONS, V OR PERMANENT CHANNEL LINING SHALL BE 2006 FOOT Design Standards Re"i on sha.l Na. I INSTALLED IN BOTH THE CONVEYANCE SOIL TRACKING PREVENTION DEVICE 00,ndex H °r r �eI CHANNEL AND RECEIVING CHANNEL. `.. TYPE A 106 Q _ W z } � Q W STORMWATER POLLUTION PREVENTION DETAILS SCALE: N. T.S. SHEET NO. 4 � g 48 HOURS BEFORE DIGGING CALL TOLL FREE C-3 1-8010-432-417 SUNSHINE STATE ON CALL MBRUCE A. MO/A, FL. P.E. {47529 OF ZO OF FLORIDA, INC. �' IIIIZ � r DA TE.- FEB 0 4 2008 PROJECT N0. 06-1058 A- FRON T -0' CLEAR INSIDE 11��O` CLEAR INSIDE S1 7E* INFORMA Rw 6' STEEL BOLLARD 6' STEEL BOLLARD 08VZWP_PL/CAN 2�-O' RUM WICONCRETE numWICONCRETE MA I BUIL r. covEgaa MR. CHARLIE BLOCK Tp. MAXIMUM IMPERWOUS AREA = BOX VERO MINI STORAGE, LLC: MINIMUM PERWOUS AREA = 20X 4. P.O. BOX 1206 VERO BEACH, FL 32961 BUILDIN DA R MBV ENGINEERING, INC. CA '(F—Aq z=- i4 1600 W EAU GALLIE BLVD., SUITE 203 UILDING HEIGHT 35. MELBOURNE, FL 32935 -1510 PH. (J21) 253 PARKIN cn PARKING REQUIRED FOR RETAIL I SPACE1250 SF = 19,5671250 z ol 0 I ON PARKING REQUIRED FOR RESIDE77AL 2 SPACESIUNIT = 7 UN17S X 2 14 4: M, 00 rz - %_ SUR VE FX. (J21) 253-0911 V) PARKING REQUIRED FOR BANK 1 SPA CE1200 SF 3950 SF1200 20 0 4COMPACTED SU6GRA` DA WD M. JONES N X\ w 6"x 6m I0xI0 HAWF PROFESSIONAL SURVEYOR & MAPPER L: . ..... 10'x 10'X 6' THICK CONCRE 3899 J97H SQUARE VERO TOTAL PARKING REQUIRED = 111 14 cq m 14 Ad fa 6- 10" PAD FOR DUMPS7ER COMPACTED BEACH, FL J2960 TOTAL PARKING PROWDED = 125 To. GRAwL nLL (772)567-9875 w REA R SZCWML ELEVA it' PERMITS W, GENERA L S TA T_ EA EN —J:R co Q < < OPENING & MIS PROJECT CONSISTS OF CONS7RUCTFON OF: aTY OF SEBAS77AN S17E PLAN APPROVAL 4z w N. TS. ON -SITE CATE OP 77ONAL V.. �- — (n ch AISLE FLOW ARROW DETAIL TWO I -STORY RETAIL BUILDING < C1 TY OF SERA S 77A N TYPE 'A' S TORM WA 7ER PERMI T N. TS. ONE 2 -STORY RETAILIRESIDENTAIL BUILDING INDIAN RIVER COUNTY U77LI77ES PERMIT ONE I -STORY BANK S.J.R.W.M.D. 40C-42 DISCHARGE w 6" S7EEL FDEP NOI 0 _80LLARD RIU.ED SITE A TAX PARCEL I.Q. sj- FDEP WA TER 6- JWTH CONCRETE W&EM 9707 U.S. HIGHWAY 1 31-J9-20-00000-10001-00018.0 rDEP WASTE W47ER 0 SEBASTIAN, FL 32958 FDOT STORM WATER z m M m TOP OF TOP OF' FDOT DRIVEWAY CONNEC77ON PERA41T F - CONCRETE PAD ASPHALT '71-1 SANITARY aWER 0 w czt- w ui Z y 'd ----DRILL HOLES IN CONCRETE ft- —DRILL HOLES IN CONCRETE'-- CG COMMERCIAL GENERAL ) 0 0 a. -.4 `1127 EXIS77NG IRCUD FORCEMAIN 0 FOR GATE STOPS FOR GATE STOPS Zn w w 3: ND POTABLE WATER SO CL CG COMMERCIAL GENER;Z4 EXIS77NG IRCUD WA 7ERMAIN PLA R -i - c1q - "it *OR RBREMESH(PBREGLASS REINFORCING) C., N. TS CONCRETE TO 2500 PSI 0 25 DAYS LIGHZING NO P, co c) NO NORM = CG (COUNTY) 1. LIGHT SHIELDS SHALL BE INSTALLED ON ALL LIGHTS TO PRE VEN T THE 06 ALL HARDWARE 70 BE HOT -DIPPED CALVAN12ED BOLLARD DETAIL COMME PAD DETA - CG (CITY) 7RANSMISSION OF 5 FOOTCANDLES ON THE OUTSIDE OF THE BOUNDARIES OF cul STAIN FEWCE WTH T1VO COATS OLYMPIC SEMI N. TS. N. TS. SOUTH 77 -IE SITE. TRANSPARENT *FATHERED GRAY. (SUBMIT EAST = CG (CI TY) C14 AT PROPERTY LINE. 04 SAMPLES FOR APPROVAL BY ARCH17ECT) 2. NO LIGHT SOURCE SHALL BE WSIBL& BULB OR LENS WEST CG (CITY) J. AL 7ERNA 7E LIGHT F7X7URES MA Y BE U 77LIZED PRO VIDED THEY MEET 774E CITYS PERFORMANCE STANDARDS. 1LE SPANG WOOD GA QUIRESTER ENCLOSURE DELA 4. EX7ERNAL LIGHT FIX7URES: MIN. 2' DIAME7ER CONCRETE BASE, X ABOVE N. TS. FLOOD ZONE. X PER FIRM MAP NO. 126 79F, JULY 2, 1992 to N. TS, 0 to GRADE, LIGHT POST5 TO BE 20' HIGH POST5, LIGHT HEADS AS SHOWN. Z o 0 S1 TE DA U) in z 04 ENTER TOTAL AREA 168,17J SF786 Ac = 100.0 EXT. LIGHT RXT U) BUILDING AREA 2J,516V SF = 0.54 Ac = 14.0 t/ X SMBOL OUANnTY ARRANGEMENT I LUMENS DESC ARM < cq M PA VEMEN T AREA 74,641 SF = 1.71 Ac = 44.4 X 8 s1NaE 1 32000 KAD 400M R4 HS 0.767 w SIDEWALK AREA 8,704 SF = 0.20 Ac = 5.2 z -------- w 06 z TOTAL PROJECT IMPER14OUS AREA = 106,86i S. 2.45J Ac = 63.57. TOTAL PROJECT PERWOUS AREA = 61,312 SF., 1.407 Ac = J6.57. co z eq m -j w N R5-1 w z b Z 00 Le _j _j :f Mm Z) 0 co c" a 11j 0 U) 0 N w C) w > co _j EASTSIDE WES TSIDE im ADJAMT PROPER u =w) L ZONING: CG (COUNTY) z TAX ID. 31-J9-20-00000-1000-OOOlZO (D 6.0' MUILDING SE7BACK D PROP. PROP. 10.0' BUILDING AND DUMPS7ER AREA 10. 0' BUILDING AND DUMPS7ER AREA PF SFZELACKD., 10.0' LA LAU2�" — Lo L_Ann— ou-) to ANDSCAPE SE7BACK LINE LANDSCAPE SEMACK LINE 0 0� m A. ov� A ,A nx Mul ON. MW w TOP X OF BANK-� 1�05 �0% 4 4�5 , gi -37 R" -4. Vs W 6; EA 01! - 14, 0 NJ Z) V 1 7�y RET JIL S7L JR) PROP. 7OR TORE'' NIZ - IN S Y 'RECIA. PROP. TR S7VRY BAW s F. 6J260 S.F.1 0_2 >1 J950 a F. FFE­ M 15 FFE-4 15.15 6,26p 7,Of 7 SF I v RE7ENT7ON AREA FFE- 14.75 1A L 4! h N, g 4 "NTX14 -A ow "Al, A:: 0 "a �_q IWIP -u- '�W VR A =1--14 4\&L D J 2 C) �05 3M W. fm .1 .,4: �'.Ioor m ...... t o �o g zn,- io, g, NM K w RP a gt, 'p, Vli` ',o "40 0 S 7= W n, % ig� WT A DING JJ OA IF R If 1`4 i .04 w W2 2�> 2,_ w Y 7_7 _A NA' N _'��EXIS T 10. 0' EA SEMEN T I '--COMP�CT PARKING 10.0.' BUILDING AND 10.0 Bi LANDSCAPE SETBACK LINE LANDSCAPE SE7BACK LINE An #A 0%mf T PROPER iY: &WAMT PROPER ADJACENT PROPER 1-K CG tC1 TY) ZONING. CG (CITY) ZONING: CG (CITY) C, ----- ---- ------ I ... - __ __ __ __ __ __ __ - 6� ADJAjT PROPERTY ,,,-• _ Q ZONING. CG (CITY) TAX IB: JI-J9-20-00000-1000-00017.0 J o > 5 Q 6 1Q PROP. 6' GATE n2 3 n 4 N89"51'05 E 11.2GO 14 4 3 • V ?:: y: ' r r.. 7O. x 18.1 17.1 :r .8 ., - . 1 if .. .,.:v ,_=„,,., -• ,..... .... . ....:. _ ..',, ,,.. X PROP. 6 FENCE t _ p s Y y Y Y Y Y:4 30 Y ! . 22J. ry O y ♦ t t l E t l t 11.3 + • ; ° :. .. 10.3 x►- w 18:r r 13.4 11.7 x e A AL .. ♦ L.r J J c h moo, 6Q s o ^O J + • ♦ 9.., /.i' kh o I. ' 'ao X'ao I v N v N d y 1 • ° •• k e ' a : • • O II N i) X ,• . x1 3 16.4x1k It r-1 O O • 11.2 = } r ♦ hh 21 I f#ROP. 1 S70RY R TAIL STORE f f 11.7 • a .. = f "JAROP. 2 STORY i ETAILIPESIDENTIA f z Im °° ao x • 6,260F. 7,047 Ef: o p 1f6 x F.F.E.- ills _ F.F.E. 15.15 ( m I I I I ` I 1 W o W U Z Y Q d 19.8 x 18.1 14. , < ' • ,d. Z o w = .. .2X A A I I-e I I f i f f i f 20.0 ♦ - v W I f 11.3r I I I 11.2x I Z 'f .. V • A 't ,; -. _ • X31 • . dV\j A co • • •' •lJ. ! } t : • ` +. l - U) M _ : { 14.0 X `si p p p !s ,gyp ,gyp • W ^ 04 N 18.8x 16.9x ^M aa LL ♦ 11.1 X 11.8 x U U U o '" 19 13.7 x . ' z o U) M V/ 8 13. i x p0 O O 15 Z U oai N L r v 20.1 ♦ h (, ' ' , . 0 7 LLJZ a ♦ 1 5 17 16 ' 0 L - cn 1.9 U aCD M 18 14.Ox x Z wo M 5 ► W w 18. X 04 LJLW s_=W U c doh EX/ST. 10.0' EASEMENT - z Z Q ow ♦ '•p0p ix w. - 11.1X _ J J o w -- S 129X_ 14. S89'51 5 W $ r L \ _ WoU)c,, ®STORM TAGS U W X o _ R AiIJACENT PROPER TY• ,.J o ZONING: CG (CITY) PROP. TYPE "C" CONTROL PROP. 287 LF OF PROP.. 59 LF OF TAX /D. 31-39-20-00000-1000-00003.0 a STRUCTURE 15" RCP 0 0.17X 19 15" RCP 0 0.34X 0° 16.0 r3 w x h TOP 13.50' 0 Z '► X < INV = 10.00' (E) PROP. 183 LF OF 20 PROP. MES m > a 15 15" RCP 0 0.31X ❑ PER FDOT INDEX 232 a EXIST. RAILROAD 7RACKS El PROP 23 LF OF INV = 8.50' (E) Q 15" RCP 0 0.17X 1 g PROP. TYPE "F" SMUC7URE - v . TOP = 14.00 21 PROP. 116 LF OF - `o ' PROP. JUNC77ON MANHOLE INV. = 9.28(N) 15" RCP 0 0.35X G N co crN a RIM = 14.00' INV = 9.28(E) " 2 INV = 9.96' (E) BOTTOM = 8.78 22 TOP PROP."PE 13.45TRUCTURE INV. = 9.96' (W) BOTTOM = 9.46' 17 PROP. 186 LF OF INV = 9.11(S) _ 15 RCP 0 0.31.x, BOTTOM 8.61 ' FPROP. 300 LF OF 4] 15" RCP 0 0.17X 18 PROP. TYPE "F" STRUC7URE o TOP = 14.00' A ' c 5 PROP. JUNC77ON MANHOLE INV = 8.70' (E) Q x x x x x x x A A A A A x RIM = 11.85' INV = 8.70(W) Q fi = 9.45 (E) BOTTOM - 8.20' I N89 5f'05"E INV - INV. = 9.45' W 276.29' B BOTTOM 8.95' i) w J PROPOSED DRAINAGE EASEMENT ADJACENT PROPER rl' 1 Ti7 BE RECORDED PR/OR To C.O. ZONING: CG (CITY) .0 10'-051 , TAX ID:. 31-39-20-00000-1000-00001.0 10.5 11.8 22.4 65.0' 20.0' 10.5' ...10.11, Q i p e\ aLij pp POND SLOPES POND SLOPEc jAo • g WES TSIDE PA VING GRADING c DRAINAGE PLAN %\//\ \ _ TO BE SODDED BE SODDEL o l. SCALE. "=20_ ' I v \\/ \ '.✓ \i MAX. STAGE MEAN ANNU R .&0' \✓/\- - - - 10.50' 8.50. 8.50 / ' / \`\liAl . ° NKK ` J BOTTOM OF \ \' / ' POND = 1.50' lit SEC77ON A-A o N. T.S. ' vim/Ai I -6.5 ✓ / y/ 1.5' R 0.5' ,,X ✓ 5' 5 5' i 1 .0' 20.0' 1/1.0' 20.0' 120' 11.0' 15.0' 22.0' 20.0' SIDEWALK Z W i 6' CHAINLINK PARKING 1.0' 6' CHAINLINK 0.5 OR PVC FENCE & I V OR PVC FENC_" O F.F.E.- -POND POND / g. h SLOPES TO SLOPES TO Ao 6Q ` 15.15' - J 7 BE SODDED BE SODDED - j I - . „"'1 Z A ANNUAL 24HR 11.80'.%/ % ` y i %f 10.50 1- , - - 10.50, \ \ 8.50 8.50. BOTTOM OF POND - 1.50./\i % \ 7\/\\%/\f\j\\/\ SECTION B- N. TS, SHEET NO. g 48 HOURS BEFORE DIGGING ZJKLij CALL TOLL FREE C-7 1-8010-432-4%%0 BRUCE A. MO/A, FL. P.E. 7529 OF 20 SUNSHINE STATE ON CALL OF FLORIDA, INC. DATE: PROJECTNO. - O ' FEB 0 4 2008 O. 06-1058 ON TA' CTOR TO EGRADE Ai CROWN TRENCH IN SWALE AVD FDO .0. W. TO \ TRENCH WIDTH VARIES 2 O \ R UNIMPROVED AREAS _ - WOVEN OR NON -WOVEN ROVIDE P\OS71VE OW. 0.5' (3., MIN) (SEE TYPE B W/ SIZE OF PIPE FILTER FABRIC TYPE D-3 (SEE FDOT INDEX #199) 10.0' 7.0' BEDDING AND TRENCHING c Ir,s \ \ OVERLAP 1 MIN. I 3 0 i DETAIL FOR OTHER + + + _ k' RESTORATION,) FINISHED GRADEdk • + + + + + + + + + + + + + SECURING DEVICE D \ SEE OFFSITE ROADWAY + + + + - + + + + I- + + + + .. \ \ \ PLAN SHEET C-17 FOR Ff 11 • ID. TAPE 7 .. o \ s I • + + + + + + - H + + + + + + + + + = + . + + + . + + + + +00 OFFSl1F IMPROVEMENTS. J \ \ N \ ,r• > r , \,Y REMOVE AND REPLACE . + + + - + + + + + + .t• + + + JOINT _ + + + + + + + + + + + + + JOINT + + - + + . + + + + , } + + \ W7H 194 LF OF 14" X / // / \ w + +. - + + + + + + + + + ¢ 23 RCP AND MES \ \ \ /\ \ \/\ + + + + + + + + + + \Ad m o \ \ \ SEC710N F --F + ♦ Q x .6 + T c w (ELLIPTICAL PIPE SHOWN) 6 \ ASHED \ N. TS, /. + + - ++ ++ ++ ♦ ++ ++ ♦+ + vn, o: WH \ QAN O LLJ V) wi - + + + + ♦ + 40 SHOULDER LCl QISOMETRIC VIEW PIPE SECTION Q COMMON FILL (.) PIPE O.D.-- + + + o n. ON II ii ° x \ \ R 0.5' took Na I=: + + +t+ + + \ + + -ID, TAPE'- + + FILTER FABRIC JACKET x 0 \ I 15.2' 7.0' p 12" (TYP.) ♦ + T T + + + + SELECT (FOR ALL PIPE CONCRETE PIPE SHOWN) \ \ \ z ' m m +++/ + ++♦ COMMON o u, 0, h z SELECT COMMON + , + FILL o o sl \ I F- °° o o FILL + + + + , FDOT #280 MISCELLANEOUS DRAINAGE DETAILS \ s I ` w z oe Y Q M Z + + / (N.T.S.) O Q U m BEDDING ROCK + Lj + + + / N W •o••o•o•o 0 0 0 0 0 0 0\ l\/\/ a V PIPE BEDDING °o°o°o°o°o o°o°oo°o°o° _ \ // / / °o°o°o°o°o o°o°o°0 0 0 0 0 0 0 0 0 0 0 0 0 0 UNDISTURBED EARTH6. (SEE NOTE 6) \ \ //° ° /f y / / NOTES: 1 F 0.5' S/DEWALK 0.5' SIDEWALK 2.9' 00 ( M o . 7.7' 110.0' 24.0' 30.0' 0 0.3X 39.5' 0 5.49 7.6' ' :. 33.4` \ N G-( W ^n N 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS .PER AASHTO T-180. (fo.o' 22.0' 20.0'. , 1 S CT/0 TRENCH BACKFILL- COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 'ARKING STALL I .5 I 6 \ N. TS. C4- 2. N 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING ' ' EXIST. EDGE I S7RlPl \ Q c AND TRENCHING DETAIL h F.F.E.= . F.F.E.= g OF PAVEMENT 6 \ Q 4. (*): 15 MAX. FOR PIPE DIAMETER LESS THAN 24 , AND 24 MAX. FOR PIPE DIAM. 24 AND LARGER. F a►o 15.15 F gb. - 14.75 o> o (, U o FOR PIPE DIAM. 24" AND LARGER. f 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. / / 1 ° s , / . ' / f , Ilis r- oLn 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. \`v d\;s\\ \\ ; /\/\f\f \%' f\ \ ,°tS Ti (n o „ f O - /... / O ! / a / / \ l f / / f r. / f f f I f / / ';: `*/ / r 7. SHEETING IF USED SHALL BE DRIVEN A MINIMUM .OF 3-'0" BELOW PIPE INVERT. TIMBER SHEETING MAY /° , ,\ cP'., \%\ ,,°PL ;,. ,/ t// \\ F, \\ \\ \,,; \\ '. / / y/ /f // , ,,,./ ! > ,//`/ f, ,/, /j / \ Q N v \\ , \, rte °- ` \ ` ,.\ \ .r\\ \ \ / /s' /i\f' / jjjqq \f\/\ 1 \` \ \ ' { \\ \\ \\ '.` \ bll- ' ` S r \ \\ \`` \ W ONLY BE USED FOR EXCAVATIONS LESS THAN 10 IN DEPTH AND SHALL BE LEFT IN PLACE BELOW THE j ` /j `4'fj / %/ /0,/ f /,// c / / / // ./% // °°/ // //`\./\i\ ` i`\f' /\/°\i'' fr f ' ;, \f\/\/' \ \ t,1 _ / /. / REMOVE AND 00 a CUT-OFF POINT. TIMBER LEFT IN PLACE SHALL BE CUT OFF NO LESS THAN 30" BELOW GRADE. e \\ -y`e.= \ , \ ; ' ` \ ' \ °\\ \ \ % f/ i.,/,//moi.,/i°,fiyif`o..fi..i., \, \fes\°.\, \, \° \, \° \,4\\`\ REPLACE \ Z %/s1✓°/i//i/`/%f/if/i/ifi.//i /`/i/°/iffi,/°i/fr E FOOT ,n 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF \ SEC D -D SEC77ON E -E TYPE C INLETcl GOVERNING AGENCIES AND *SHALL BE ACCOMPLISHED IN A MANNER ACCEPTABLE. SSECRON C -C \ \ Z 0 CD M N.Ts. - N. TS M -j DWN.BY: DATE: N T c u J J cq u - TYPE 'A' BEDDING REMv.K.L 6-01-03 - W aLi \\ \ zw 12.0 ■ Z o 0 AND TRENCHING DETAIL FIG 1 1p6 Z I- Q LL m 5 F - o x 10.7 r n J - W 11.2 7 1 k 8 x \\ \ V -) v x o _ _3. ; G --W, A N89'51'05"E 11 .3 ,r _ _ ,! - - e _ ..r. M 11.7 . _ , 11.1 % , ..,., . _...,, , :, :.1. .,--_..:; .... °x W x -, O _ ._ W : F N' obt 0 03 --- A _ 14 4 12.5 !, '24 1°` 2 A s 10.7 x 0. - to x 1 \ • s 13• \ U) o A ,, , . . . . .. 1.2 X 12.4x ` 66 i 11 0 /'k0' sa END CURB- N _ 1 f.1 ; • y. 11.0 x % ►' \ ' , 26 27 D ' 1'.6X k 24 25 I o,- o • •., A y .{ 6 1 a A t ^ A. d, I I : N . I :< : I I ( I I ( •• ` s , y ft 11.0 ' Qlz PROP., 1 STORY RETAIL (STORE I112h h I 11.9 x by . PROP. 1 STORY BANK 10 x • 6,260 SF. ,`;' .-37 .I - Ff%- 15.15 11. s x I 11 { .4 x _ F , . 3, 95Q S - • 1 1 1 ° F.F.E.- 14.75 ' rr ^^" I 11.2 d y _ V x rliI ( -n'- C l I I E CURB28 ` Z. • ♦' .. . •• a j dv ♦ • • ♦. , °!/ d k { 1 r/ <• • 4 4 4: •` \ °?' o .I-A , X60 , g r , ` 60 `o, h As a i , , , 1 ! 0.6 x \\ \ ilk 'ao r 1 ` ` I ryp/1p. . S , -26 + % { 1 1 Q V C f 0. . I d x Q . 12.5 k• 13 \ Ig ![f.3. / 10.62.7 13 x 1 , `• 10.3 i :........ \ \\ \ 10 Q 12.6x 12.5 12 -- x t k i X 0 29 11 o p , °,yh 31 11 \\ v1 0 y Pi Ai ter.- .,....,. ..,-.-.- .,,. .,.- „ _ _.,.._._- .. _...,-- ...----Y••...-, -.,.• ..,- r - r•tii 14 R 32 I ° , k p0 30 ° • . . . . . . . . O . . . \ N897328W '`a 9.9„ -- - 85 - \\ - 741.27' 1 '• 4 x o ,w \ 11.6 x 11.3 10.8x 11.5X 10.8, X ' 12.0 -------------------- --- - - _ -- - --- ---- -= --- \ - - - STORM TAGS \\ \ ElPROP. 287 LF OF 9 PROP. ✓UNC77ON MANHOLE 12 PROP.P TYPE wFm STRUCTURE 23 TOP = 13. PROP. TYPE IRUCTURE 26 PRORCP ®0.359 29 TOP PROP. E 13.85 UCTURE 31 P5"ORCP 3® 0.31% ' \ \ 11 lb 15" RCP 0 0.177 RIM = 10.75' F-1 - INV. = 8.50 (W) INV 10.40 (E) INV = 10.97 (W) INV = 10.54 (N) ADJACENT PROPERTY.• \ 2 PROP. ✓UNC77ON MANHOLE '*F" PROP. 46 LF OF INV = 8.50 (N) INV = 10.40 (W) BOTTOM = 10.47 PROP. TYPES1RUCIURE INV 10.54_ (W) 32 ZONING. CG (CITY) El RIM = 11.50' lNV = 8.50' (S) BOTTOM = 9.90' F27 TOP = 13.75' INV = 10.54 (E) 15 RCP ®0.319 TAX ID: 31-39-20-00000-1000-0000X.0 \ INV - 8 95 (E) BOTTOM - PROP. 47 LF OF INV BOTTOM = 10.04 \ 'K - 8.00 PROP. 179 LF OF 24 15" RCP ®0.359 11. 07' (Wj ` \ \ m INV = 8.95' (W) BOTTOM BOTTOM = 8.45' Fi-ol PROP. TYPE "F" S1RUCIURE 13 15" RCP 0 0.31X PROP. TYPE "F" STRUCTURE - 10.57'30 PROP. TYPE F STRUCTURE ) \ \ Cl TOP = 13.20' [25] TOP = 13.60' TOP = 13.20' PROP. 284 LF OF PROP. TYPE "F" STRUCTURE PROP. 77 LF OF INV = 10.77' W INV = 11.18 (W) 14 /NV - 10.81' (S) 28 ,. O 15" RCP 0 0.16X BOTTOM = 10.68' TOP = 14.00' - 15 RCP 0 0.357 INV = 10.77' (E) 81 (W). INV = 9.85 (E) INV = 10BOTTOM. = 10.2T INV. = 10.81' (E) C3 PROP. 74 LF OF INV = 9.85' (W)LLij BOTTOM 15" RCP 0 0.319 BOTTOM = 9.35' = 10.31' SHEET NO. EA S TSIDE PA VIN G, GRADING & DRAINAGE PLAN NC 8 g 48 HOURS BEFORE DIGGING • CALL TOLL FREE •" 1-8W-432-4;70 SCALE 1 =20'BRUCE A. MOIA, FL. P.E. 7529 OF 20 SUNSHINE STATE ON CALL El OF FLORIDA, INC. r DATE. FEB O 4 2000 PROJECT NO. - 06-1058 X y y y - y '--EXIST. RAILROAD TRACKS x n A A A n n WATER NOTES 1. ALL WATER DISTRIBUTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH IRCUD TECHNICAL SPECIF7CAT70NS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS. IT IS REQUIRED THAT NEW AND RELOCATED WATER MAINS AND APPURTENANCES BE INSTALLED AND TESTED IN ACCORDANCE WITH IRCUD REQUIREMENTS AND ANY APPLICABLE AWWA STANDARDS AND/OR THE MANUFACTURERS RECOMMENDED PROCEDURES IF ANY CONFLICTS BETWEN THESE REQUIREMENTS EXISTS, THE MOST STRINGENT SHALL GOVERN. THE TESTING SCHEDULING, COORDINA77ON AND NOTIFICATION OF ALL PAR77ES IS THE CONTRACTORS RESPONSIBILITY 2. ALL WATER MAIN PIP/NG UPSTREAM OF 7HE RPZ SHALL CONFORM TO AWWA C-900, lF PVC, AND AWWA C-151, IF DUCTILE IRON, UNLESS OTHERWISE SHOWN ALL DOMESTIC WATER MAIN PIPING DOWNSTREAM OF THE RPZ SHALL BE SCH, 40 PVC. J. BACTERIOLOGICAL SAMPLE POINTS SHALL BE PLACED AS SHOWN OR AS OTHERWISE REQUIRED BY THE FLORIDA GENERAL NOTE'S DEPARTMENT OF ENVIRONMENTAL PROTECT70N. 4. NO UTILITY CONNECTIONS, METER BOXES OR VALVE BOXES SHALL BE PLACED WITHIN THE PROPOSED OR EXlS77NG 1. THE CON7RACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING WATER MAINS, SIDEWALK OR DRIVEWAY, REGARDLESS OF PUBLIC OR PRIVATE OEDICA770NS FORCE MAINS, REUSE MAINS, SANITARY SEWER, STORM MAINS AND 07HER U77LI77ES 5. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE AT THE 77ME COMBUSTIBLES ARE BROUGHT ON AND MAINTAIN MINIMUM CLEARANCE BETWEEN WATER MAINS AND OTHER U77LI77ES SITE AT ALL POINTS ALONG THEIR LENGTH AS REQUIRED IN THE PLANS, DETAILS AND 6. LANDSCAPING OR ANY OTHER OBSTRUCTION SHALL NOT BE LOCATED WITHIN 7.5 FEET TO THE FRONT AND SIDES SPECIFICATIONS. OR 4.5 FEET TO THE REAR OF ANY FIRE HYDRANT OR FIRE DEPARTMENT CONNECTION. 2. ALL NECESSARY /NSPEC77ONS AND/OR CER 77nCA 77ONS REQUIRED BY CODE AND/OR Z ACCESS SHALL BE PROVIDED BY AN UNOBSTRUCTED, 20 FOOT WIDE, ALL WEATHER DRIVING SURFACE CAPABLE U77UTY SERVICE PROVIDER COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED OF SUPPORTING A 32 -TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE MAINTAINED DURING ALL BUILDING PROCESSION AND THE RNAL CONNEC77ON OF SERVICES. PHASES OF CONSIRUC77ON. J. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING 8. DUC77LE IRON PIPE SHALL MEET REQUIREMENTS OF AWWA C-151. DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND INVERTS 9. POLYVINYL CHLORIDE PIPE (PVC) FOR PIPE SIZES 4"-12" SHALL MEET THE 4. REFER TO SEPARATION N07ES ON THIS SHEET AND IRCUD /F'DEP TECHNICAL REQUIREMENTS OF AWWA C-900 (DR 14 OR DR 18). PROVISIONS FOR PR07ECT70N OF POTABLE WATER. 10. PVC FOR PIPE SIZES 3" OR LESS SHALL MEET THE REQUIREMENTS OF ASTM 5. THE GENERAL CONTRACTOR MUST SUBMIT THE UTILITY AS -BUILT DRAWINGS, 11. BACKFLOW PREVEN7ER ASSEMBLIES SHALL CONFORM TO AWWA M-14. PREPARED BY A SURVEYOR LICENSED TO PRA C77CE IN 7HE STATE OF FLORIDA, TO 12. ALL WATER METER COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM WITH NSF IRCUD FOR APPROVAL PRIOR TO FlNAL ACCEPTANCE AND ISSUANCE OF CERTIFICATE STANDARD 61. OF OCCUPANCY. 13 NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT 6. NO U77UTY LATERALS, METER BOXES, VALVES, ETA. SHALL BE LOCATED IN LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF PROPOSED SIDEWALK AREAS. ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR Z SI7E CON7RACTOR SHALL BE RESPONSIBLE FOR CONS7RUC77NG WATER AND PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART N OF CHAPTER 62-610, F.A.C. THE SEWER SERVICES TO WI7H/N 5 FT OF BUILDING UNLESS 07HERW/SE NOTED. MINIMUM HORIZONTAL SEPARA77ON DISTANCE BET KEEN W47ER MAINS AND GRAVITY -TYPE SANITARY SEWERS 8. CONTRACTOR SHALL ADJUST INLET/STRUCTURE OR CONNEC77ON LOCATION AS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES REQUIRED TO ENSURE PROPOSED STRUCTURES AND PIPES ARE IN PROPER ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXIS77NG OR ALIGNMENT AND MATCH SLOPE OF EXIS77NG PIPES OR CONNECTIONS. PROPOSED GRAVITY- OR VACUUM- TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF 7HE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, ySEWER NOTES IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER AT THE U77LITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE 07HER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE 07HER PIPELINE. AL7ERNA77VELY, AT SUCH 1. IT IS REQUIRED THAT NEW AND RELOCATED SEWER MAINS AND APPURTENANCES BE CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WA7ER MAIN JOINTS ARE AT LEAST THREE FEET FROM INSTALLED AND TESTED IN ACCORDANCE WITH THE CRITERIA FOR WATER AND SANITARY SEWER SYSTEMS WITHIN INDIAN RIVER COUNTY. (LATEST EDITION AND ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART N OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR ANY APPLICABLE AWWA STANDARDS AND/OR THE MANUFACTURER'S RECOMMENDED PRESSURE-TYPE SANITARY SEWERS, WASTEW47FR FORCE PROCEDURES IF ANY CONFLICTS BETWEEN THESE REQUIREMENTS EXISTS, THE MOST MAINS, OR PIPELINES CONVEYING RECLAIMED W47ER NOT REGULATED UNDER PART III OF CHAPTER 62-610, PER STRINGENT SHALL GOVERN. THE TESTING SCHEDULING, COORDINATION AND IRCUD MINIMUM HORIZONTAL SEPARA77ON BETWEEN WATER MAINS AND ANY SEWER, STORM, OR RECLAIMED LINES N07117CA770N OF ALL PAR77ES IS THE CONTRACTORS RESPONSIBILITY. IS 10; 2. ALL SANITARY SEWER SLOPES ARE APPROXIMATE. 14. DOUBLE DETECTOR CHECK VALVES, WATER METERS AND BACKFLOW PREVENTERS WILL BE PLACED IN GRASSED J. NO SANITARY SEWER LATERAL SHALL BE LONGER THAN 75' WITHOUT AREAS. A CLEANOUT. 15. ALL WATER LINES AR£ TO BE SWABBED. 4 a g 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-8W-432-4770 SUNSHINE STATE ON CALL OF FLORIDA, INC. jr WESTSIDE UTILITY PLAN A A A A n n ADJACENT PROPERTY ZONING. CG (CITY) TAX ID: 31-39-20-00000-1000-00001.0 FIRE FLOW CALCULATIONS ADJACENT PROPERTY ZONING. CG (CITY) TAX ID: 31-39-20-00000-1000-00003.0 FLOOR CONSTR. Q = ORD. HAZ SPRINKLER SUBTOTAL Q EXPOSURE REQUIRED HYDRANT HYDRANT BUILDING # AREA TYPE (C) 18(C)(A)^0.5 % % GPM % GPM REQ. SUP. 101 Bank 3,050 1 1,131 0% 0% 1,131 10% 1,244 2.0 2 201 Retail 6,260 1 1,424 0% 0% 1,424 35% 1,923 2.0 2 301 Retail/Residential 14,094 1 2,137 0% 0% 2,137 50% 3,205 4.0 4 401 Retail 6,200 1 1,417 0% 0% 1,417 25% 1,772 2.0 2 O WA TERMAIN TAGS Q SAN/ TARY TAGS PROP. FIRE HYDRANT & VALVE WITH OO PROP. 736 LF 8" SDR -18 10 LF OF 8" SDR -18 MANHOLE (SEE SHEET C-13 FOR DETAIL) RIM = 13.58 (SAMPLE POINT #4) 10 8" X 1" TEE AND 1m VALVE AND 1- E. INV. 9.73 METER (TYP.) S INV. = 9.83 OPROP. 11 LF 8" SDR -18 PROP. (1 OF 6) 27 LF I- PE PROPOSED 27 LF OF 6" SANITARY 11 SERVICE LINE (TYP.) A SEWER LATERAL 0 1X MIN. (TYP.) O PROP. 63 LF 8" SDR -18 12 PROP. 64 LF I" PE SERVICE LINE 33 CLEANOUT (TYP.) O PROP. 15 LF 8" SDR -18 PROP. (1 OF " 5) 69 LF 1 PE 13 SERVICE LINE (TYP.) O5 PROP. 284 LF 8" SDR -18 " Q PROPOSED 389 LF 8" SEWER LINE 00.44X S PROP. 476 LF 8 SDR -18 OPROP. FIRE HYDRANT & VALVE W77N 6 8"X8" TEE & 5 LF OF 8" SDR -18 25 PROP. 8" GATE VALVE (SEE SHEET C-13 FOR DETAIL) (SAMPLE POINT #3) OPROP. 136 LF 8" SDR -18 26 PROP. 8"X8" TEE PROP.. LF 8". SDR -18 27 PROP. 45 LF OF 8" SDR -18 OS Q w Z O 5 Gi w N J. J WW ) UNUN QO O p F ^ ^ O zm m m w zym of uj w = p U 00r^ r rn I\ VW/ coo 04 F- N . Q V LL LL U U O Z M O fh Z 0) Lo N WN .z W 06 v _ ? w a f I M l/ O W -c" W N _ M LL Ww C7 o Z z Z Q 00 % CO 'c" Lu W U W >:3 J o J m w w 0 Z m Q , Q = O v u > o N co O O W V Q W 2 A „ m 0 O ' U SHEET NO. C-9 MBRUCE A. MOIA, FL. P.E. 147529 OF ZO O DATE: FEB 0 4 2003 PROJECT N0. 06-1058 Q 0 \\\IN \\ EDUCER\ DEFLECT WATERMAIN 4 NORTH OVER 200.0 FT OF LENG774 23 \ \ \ \\\ 9'51'05"E \\ 17 \ \ \\ — — — cn _w. — — 748 — — .• ,., a ,. v.>.. , ..;,..,. _ ;we _ . -.. - G z rol — — — ► 57..3 ".:,. - . —• _ —. __ ___—\ _ 14 _—_- - in -.. ° •= - .. \ 16 APPR X. LOCA N F 24 /P 5 FOR C A/N. CO A TOR T Aj \ VER/FY EXACT L Tl( N AND\ S '.: N M 4 ki m 15 \ S/ZE OF X/ TING \17L1 j'lES \\\ ' J, i 13 \ 22 \ \ _37 a.. 3 674 12 14 21 \\ \ \\ \ \ p . N a lU a opo 6 — o . 13 . 10.0 MIN. (OUTSIDE PIPE 11 TO OUTSIDE PIPE) \\ \ \\ \\ \ Z m m m d . . • a • d •.. O W Q • ° \ \ \\\ \ U WQ a • . • i I I I I I I \ \\ \ :. • PROP. 1 STORY BANK • PR®P. 1 STORY6AIL STORE' 395Q. 00 S.F. \ \ \\ \ 6,260.0 S.F. \ \ \\ \\ \ W N i I 1 \\ \ I— d • \co) \\ \ \ = W \ \ \\ \\ U U o . :x 4 \\ \ to L0 z W d \ \ \\ \\ \ N 1 C17 a t Ib ,• • \ / Q • i • ` `J7i W _. _.._•..... _ -.. - - z o04 --ol). \ W W \ 04 M ...--:.,z•.*.r.—,.-..,.G: —Y.. _.. _ :r= w,•• . -. - w,. .., —.. sE....— '4::a.w:. - ..:... 41 .—°sVw.d :.G...;.._T'r+w aVioz.. k.,/ -'_ - - - - \ - i Ld 0 0 mr. • — J J u-m - 24 - \\ \ \ z w > o —. ..... ... .. .... ... ... ... .l. .. ... .:. ... .. ... ... .. \\ \ z ON 748973'28"W I" I" I som—_ _ -- \ \ \ W >> 741.27' \ " 16 19 \ >J J \ O = J z \\ \ m W a ADJACENT PROPERTY: - ZONING: CG (CITY) . \ \\ O ' TAX ID: 31-39-20-00000-1000-0000X• 0 \ c \ N AoSAN/TARP TAGS \\ \\ PROPOSED 22 LF OF 6" SANITARY 5 SEWER LA7E'RAL ® 1% MIN. (TYP.) \ PROPOSED MANHOLE \\ \ J Q6 RIM = 14.20' W INV = 8.02' " APPROX. LOCATION OF 12 PVC E. INV 7.92' WATERMA/N. CONTRACTOR TO HORIZONTAL f VERTICAL SEPARATION REOMEMENTS WATERMAIN TAGS ` VERIFY EXACT LOCATION AND APROPOSED 24 LF OF 6" SANITARY SIZE OF EX/STING UT1L/TIES. . PRoroeEv GRAWTy SEWER FDEP STANDARD SEPERA TION NOTE SEWER LA7FRAL ® 1x MIN. (TYR) J UTLM POTABLE WATER RECLAIMED WATER (GRA WT" & F•M.) STORM SEWER ACCEPTABLE 9 PROP. 736 LF 8" SDR-18 M HOR/Z. VFgT. HOR/Z. VERT OR/Z• VERT. HOR/Z. VLRT VARIANCES NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE HORIZONTAL DISTANCE OF AT LEAST SIX FEET AND PREFERABLY TEN FEET BETWEEN THE OUTSIDE OF 774E WATERMAIN AND THE PROPOSED 25 LF OF 6 SANITARY 5' C/C OUTSIDE OF ANY EXIS77NG OR PROPOSED GRAVITY— OR PRESSURE TYPE SANITARY SEWER, WAS7E'WA7FR » A SEWER LA7E'RAL ® 19 MIN. (TYP.) POTABLE --- --- " " " 14 PROP. 476 LF 8 SDR-18 WATER f8 f0 1s 10 f8 FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER. PART 111 OF CHAPTER 3' 0/0 62-610, F•A.C. THE MIN/MUM HORIZONTAL SEPARA77ON DISTANCE BETWEEN WAIFR MA/NS AND PROPOSED 26 LF OF 6" SANITARY GRAVITY--TYPE SANITARY SEWERS SHALL BE REDUCED TO 7HREE FEET WHERE THE BOTTOM OF 774E WA7FR 15 PROP. (1 OF 7) 54 LF 1" PE Ag SEWER LA1E'RAL ®1.`6' MIN. (TYP.) SEE GENERAL MAINS IS LAID AT LEAST SIX INCHES ABOVE 774E TOP OF 774E SEWER. NEW OR RELOCATE, UNDERGROUND SERVICE LINE (TYP.) Q RECLAIMED 5' C/C 5' C/C N01ES 740. 4 --- WA1FR MA/NS CROSS/NG ANY EX/S77NG OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY SEWER SHALL » PROPOSED 27 LF OF 6" SANITARY WATER f8" --- --- 1a" --- 8 X 1 TSE AND VALVE WITH 3' 0/O 3' D/0 BE LAID .SO THE OUTS/DE OF 774E WA 7E'R MAINS IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, 16 1 " METER {TYP.) 10 SEWER LA ]FRAC ®1.° ' MIN. (TYP-) ABOVE OR AT LEAST 12 INCHES BELOW THE OUTS/DE OF THE 07HER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY 774E WATER MAINS ABOVE THE 07HER PIPELINE. PROP. FIRE HYDRANT &VALVE W/7N 11 PROPOSED CLEANOUT (TYP.) SANITARY f0' 18" 5 C/C 18" --- --- --- --- 17 8"X8" TEE & 38 LF OF 8" SDR-18 Q SEWER 3' 0/0 AT INE U77LlTY CROSS/NGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE (SEE SHEET C-13 FOR DETAIL) PROPOSED 389 LF OF 8" SANITARY CENTERED ABOVE' OR BELOW THE 07HER PIPELINE SO 774E WA 7ER MAIN JO/NTS WILL BE AS , FAR AS 12 SEWER LINE ®0.44XMIN. POSSIBLE FROM 774E OTHER PIPELINE. AL7ERNARVFLY, AT SUCH CROSS/NGS, 774E PIPES SHALL BE 18 PROP. 42 LF 1" PE SERVICE LINE ARRANGED SO THAT ALL WATER MAIN JO/NTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN GENERAL NOTES A PROPOSED 36 LF OF 6" SANITARY VACUUM—TYPE. SANITARY SEWERS, OR PIPELINES CONVEYING -RECLAIMED WATE-R REGULATED UNDER PART l/I CONTRACTOR TO REMOVE EXISTING SEWER LATERAL ®1.°G MIN. 1) 774E TABLE REPRESENTS 7HEMINIMUM SEPARATION REQUIREMENTS AS OF CHAPTER 62-610, F•A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY— OR PRESSURE—TYPE 19 BLOWOFF AND EXTEND 12" PVC DESCRIBED IN IN F.D.E.P RULES OF 774E FLORIDA ADMIN/S7RA17VE CODE. SANITARY SEWERS, WASTEWA7L R FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT PROPOSED LIFTSTA710N WE7INELL Q (F.A.C). THESE SEPARA77ON REQUIREMENTS SHALL APPLY BETWEEN REGULATED UNDER PART // OF CHAPTER 62-610, F.A.C. WAIERMA/N 175 LF {SAMPLE POINTS 1) O NEWLY PROPOSED U77UTY LINES AND EX/S77NG OR PROPOSED U77UTY (PROVIDE TEMPORARY JUMPER) 14 RIM = 13.90' [ LINES PROP. FIRE HYDRANT &VALVE WITH S INV. = 6.21 O * 2) FOR 774E PURPOSE OF 7H/S TABLE, RECLAIMED SHALL MEAN 20 8"X8" TEE & 13 LF_ OF 8" SDR-18 UNRES7R/C7FD PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. THE CONTRACTOR IS SPECIFICALLY CAUT70NED THAT 7HE SEE SHEET C-13 FOR DETAIL 10 LF 2" SANITARY SEWER LOCATIONS OF EXISTING U11L177ES ARE BASED ON PR/OR ( ) FORCEMAIN WITH REDUCER f7-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED A RAW SEWAGE AND SEPARA77ONS LISTED FOR SANITARY SEWER LOCATION AND/OR ELEVA110N OF EX/S17NG UTILITIES AS CONS7RUCT70N PLANS OR AS-BU/LT INFORMA77ON BY OTHERS SHALL APPLY. SHOWN ON 7HESE PLANS IS BASED ON RECORDS OF THE NO WARRANTY IS MADE AS 70 THE ACTUAL LOCA77ON OF 21 PROP. 69 LF 8" SDR-18 W VARIOUS U77UTY COMPANIES, AND WHERE POSS/BLE, EXIS77NG ORnSHALL FIELD VER/CON THE LOCATI O*N 3) ALL SEPARA77ON DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMA77ON IS ONS OF ALL M " PROPOSED 18 LF OF 4" SANITARY + OF PIPE UNLESS OTHERWISE SPECIFIED. CR17FR/ON PRODUCING NOT TO BE RELIED ON AS BE/NG EXACT OR COMPLETE: 7HE EX/S77NG LANDSCAPING, APPUR7FNANCES, U77LI77ES AND 22 PROP. 12"X8" TEE AND 8 VALVE 16 SEWER FORCEMAIN G?EA7FR CLEARANCE SHALL BE USED. CON7RACTOR MUST CALL 774E APPROPRIATE U77LITY 07HER CONNEC77ONS. lF ANY DISCREPANCIES ARE (SAMPLE POINT) 2) J COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVA77ON TO DISCOVERED BETWEEN THE LANDSCAPING, APPUR7FNANCES, CIC - DEN07ES CENTER OF PIPE TO CEN7FR OF PIPE REQUEST EXACT FIELD LOCA77ON OF U77U77ES. IT SHALL BE UTIU77ES OR THE OTHER CONNEC77ONS SHOWN ON ]NESE 12" GATE VALVE W17N 7HE RESPONSIBILITY OF 774E CONTRACTOR TO RELOCATE ALL PLANS AND ACTUAL FIELD LOCA770NS, CON7RACTOR SHALL 23 PLUG AND 2" BLOWOFF CONNECT TO EXISTING 24" * 0/O - DENOIFS OUTSIDE OF PIPE 7th OUTS/DE OF PIPE EXIS77NG U77U77ES WH/CH CONFLICT WITH 774E PROPOSED CONTACT 774E OWNER AND ENG/NEER IMMEDIATELY AND SHALL 17 FORCEMAIN WITH 4" TAPPING IMPROVEMENTS SHOWN ON THE PLANS NOT PROCEED W17H CONS7RUC770N UN77L DIRECTED TO BY SLEEVE & VALVE 2 4) NO WATER PIPE SHALL PASS 7HROUGH OR COME IN CONTACT W17N OWNER. 24 12" x 8" TEE, VALVE & RPZ ANY PART OF A SANITARY OR STORM WATER MANHOLE OR S7RUCTURE. Q N NO TE: THE WORD "MAY", AS USED ANYWHERE IN 7HESE SPEC/FICA770NS, INDICATES C/TY m ENGINEER'S DISCRE77ON TO BE TAKEN ON A CASE BY CASE BASIS ALL FDEP RULES AND REGUAL 77ONS SHALL BE MET. O UTILITY PIPE MINIMUM SEPARATION REQUIREMENTS TABLE SHEET NO. g 48 HOURS BEFORE DIGGING • o CALL TOLL FREE EASTSIDE UTILITY PLAN NC-10 1-800-432-4770 SCALE: 1' = 20' SUNSHINE STATE ON CALL ' 1 BRUCE.A. MO/A, FL. P.E. 147529 OF 20 OF FLORIDA, ..INC. _ DATE.•FEBO 4 ZOOO P F ROJECT NO. 06-1058 DIMENSIONS AND QUAN7777ES M 5 'CONCRE7E SLAB (Cy) O SODDING (SQ- YDS) , » EDGE OF TRA VEL LANE SAW -CUT AND TACK 1 -0 OR CURB LINE EXTENSION D X A B C E F C Single Double Wale Quad. N Single Double Trlple Quad S/ngle Double Th Is Quad COAT EXISTING EDGE : Pipe I Plpe I Plpe I Plpe Pipe I Plpe r Pipe Pepe Pipe I PIN I Plpe Pipe TRENCH WIDTH VARIES O 1. ry ' r ' ` '( (moi 1 EXIS77MG ASPHALT I PROPOSED ASPHALT PAVEMENT W SIZE OF PIPE CROWN TRENCH IN a %- - UNIMPROVED AREAS _i 5.91 ` WHITE THERMOPLAS77 3 MiN.) 2 1 Lis •a ,:.:.,:,: ::* SEE NOIE 8) ,' - v FINI Slope _-Zgu4 ;•,. o. :: " ,; .t. = • y SHED GRADE ,r..: • . ` ,y.• y..,.tr 15'.,.. ID. TAPE _. r- z r 5 26 29 J2 ; 5 EXIS77NG BASE -1\ -PROPOSED BASE U) - o 12 UNLESS NOTED 017-1ER{MSE • • ... _ Z PROPOSED SUB -GRADE N o 4.1 = _ EXIS77NG SUB -GRADE Q Slaps - 1 = w X-4" CIPL Z 4.28 5.68 2.76 PA VEMEN T SA W- CU AND BUTT JOINT STOP BAR DETAIL X -O" Precast z w _ 41 IJ .52 1 21 N. N. TS. _ SEE NOTE 4 F , v m ` COMMON FILL PIPE- O.D. w W i o J DOWfL DIAMETER - T/8 (lN) "- 8' _ 2r-0" _ 8" CIPL 00 00 .. I < VI i vi DO LONG SMOOTH 4 6' E•-0- 6" ereacsf I A V) / DOWEL o rs- DWG O sow P / FD r A n) L, ID. TAPE o - -Seve/ed Or Round Comers VERTICAL SAW -CUT DOWEL DIAMETER T N - 12„ TYP.) O Z 1/4" MIN. OFT SEA TO COMPOUND 16' LONG SMOOTH DOWEL O 18' O.C. 2# " Q e SELECT Z ~ / T ow PAVEMENT `r - \ x THICKNESS } COMMON a J' POURED JaNT DOWEL SLEEVE CLOSED END W O / Q { 1`'•'1 •.' 4 i r ► 1 7H/CNNESS SEALING COMPOUND TO RT DOWEL AND BE SECURED ` ttca ' FILL m Z / + UNDISTURBED w L,J r_._ - _ ' •,: ••y; r.'," 'r;: ;:;:':;:,."r >: t ':: precast SEE NOTE 3) a z m m CO + .. r• Ld O W `r • . aU,',,. r.•w , `,.,1• f K e; e l '; • • f tr r :C}'• tt: ;'i:' ' f,Rr; , .4,r :. ..,. y r.. ' 1- 1 4 " 0 C3 , S . •::=`_ ;, r. r ': rtii . :'._ • . CLEARANCE FLAN w Z k Y Q No SEALING COMPOUND _jy r, •... O < w m TOP 118, NO DOWEL 70 BE LUBIB IED , ^ W 0 Ld = 3 -4 CIPL p U NO 7E. SEALING COMPOUND 3 6' M/N. 5jx CIPL 3`-0" Precast 5j" CIPL a 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT QPANSFON S Pre=t- , HORIZONTALLY BY USE OF A MECHANICAL RIG. JaNT FILLER " _ 2 O _ / 3" Pretest F 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL NOTE h . J N (%) M o BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. o I Gn7fe _T Eye Solt NOTES: W °b A see Index 20! < 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95 OF THE MAXIMUM DENSITY AS PER AASHTO T-180. I; " Concrete Slob, s' or Thea'vo BUTT JOINT 3 oi• 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. - M N Reinforced With WWF 6 WI.4xW1.4 '° S o - 4 Bars o / N 7RANSVF'RSE EXPANSION JOINT ° 4 12" Ctrs. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING _Q 3' N AND TRENCHING DETAIL. " " Q V s•soa, TOP VIEW -SINGLE PIPE DOWEL DIAME ! T/ (7N) - , - 4. (*): 15 MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24 MAX. FOR PIPE DIAMETER 24 AND LARGER. U 0 o me 4 ears o 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. z o GO f6' LONG SMOOTH DOWEL O 18' D.C.--»•- . y e see RTIc SAW -CUT Nr CIPL SECTION 12 Ctrs. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. z 0 U) 4 to A J" or5 "O Notes NO" f ? r/4- Ment of r 7. SHEETING IF USED SHALL BE DRIVEN A MINIMUM OF 3-T BELOW PIPE INVERT. TIMBER SHEETING MAY ONLY Z U) (D " Deepen Around Outelde T ' THICKNESS rIfTECOM PouNDDOMM sr (aOSED END) BE USED FOR EXCAVATIONS LESS THAN 10' IN DEPTH AND SHALL BE LEFT IN PLACE BELOW THE CUT-OFF (Y NEdge Of Pipe For51 Slab '' _•.( ST POURD POUR TO FIT DOWL AND BE SECURED VERDCAL SAW -CUT rr nnW ` .. i 1/4 MIN OF r HORIZONTAL WALL REINFORCING POINT. TIMBER LEFT IN PLACE SHALL BE CUT OFF NO LESS THAN 30" BELOW GRADE. V W 06 C = / / / •.r: ? T ,; : • . r;,., .i: SCHEDULES (TABLE ! ) /// $. ANAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF Z Z a a . : / r - PAVEMESS PEURm , OMP GOVERNING AGENCIES AND SHALL BE ACCOMPLISHED IN A MANNER ACCEPTABLE TO THE CITY OF PALM BAY coLO :: r " DEATH N - UTILITIES DEPARTMENT. o Concrete i L .:',;'• ,aw 1 LEA4 MIN. -.t ' , s :: Y cr , •_ •" "" sr' PIPs Connect a >; :`'r... jj CE ; •• :••.:. = •':.M:'• • '' '' « .,••...:1.-(':•;, .t..+. . o^Yr1J ..I .JI 1IF _ * G • • ,.r ,'•., r r a J Sada? 'o ` S/de Ditch Grode Joh ti •.ti .1, L; , r -a' ;T`` 0 -I5 At,- O.ZO 18 tiff W W N 7nP 1 ' NO •r , ... .: ;.. •. : ,. f ,•. ; ,•:_ Cl) w 4WWAV, SEAUNC COittPOUND TOWEL T2? BE LUBRICAIEL ;•a'': e -: *' '11: i = .'r • ;vr . :" :.y. •< .i : esti' I I ! I I' I W 2' , Not Less Than }r 'r `.. .. P t. w, aar...1 :• ,r • . . Q Z Unless Aooroved By 11►e Ena/neer i4 Ba 6' S' Sod sEAUNc PVUNu OWN.BY: DATE: Z Z Q m No Pipe .hent eTh@ E NOTE- No ' " M.K.L. 6-01-03 o 0 TYPE B BEDDING REV. DWO. NO. E mope: 4:1 Meter. To I V. For elpes 18' And Smatter. 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. •Y1PE C _J _ j - w Paid For As Plpe Culvert F (Plve To Be lndudea! Under Unit Price For Mitered End Section) 2:1 For P'Ipes 24 And Larger. r J = 2 J 2.• 1 Miter. To I Pipe For P/pes 18' And Smaller. CON TROL JO/N ]- ReC0MTen4FVd Maxl/rx m Plpd SI=e, A FlLE: C: PBUC ST1 Fl o2 AND TRENCHING DETAIL v - 1:1 For Floes 24' And L CONSTRUCT70N JOINT RG 2 U) SEC77ON °def 2`-0" Wall - 18" Pipe % m ro CONCRETE JOINT DETAILS 3` -Id Wail - 24" Pipe rte' where on le" Alpe _ Z O N SINGLE AND MULTIPLE ROUND CONCRETE PIPE Q CONTROL STRUCTURE voters a 2`-0` wall! - W 0 U) w TYPE 'C' INLET FDC T INDEX 272 N. T. S 15" RCP 14.00 1-1/2" TYPE S-1 CONSTRUCT 6" LIMEROCK BASE C) W GRATE EL.= 1,350' ASPHAL77C CONCRETE COMPACTED TO 983x; MAX. DRY J o MITERED END SECTION •, , , , , , tt t, 41 rr rr rr r DENSITY PER AASHTO T-180 N. T. S METHOD, LBR 100 0 m W w p = J 8" 6" 2"R 15" RCP-- a 1/8' THICK HOT - DIPPED GALVANIZED STEEL 30' - . Q ; O u o STABILIZER PLATE 1 a cp PAVEMENT 6" ORIFI -. C °" STAINLESS STEEL SOLI STAINLESS STEEL LOCKNUT I I PIPE EL = 10.00' G CV :° F.D.O. T R1-1 - Q l INV.= 10.5 61 STAINLESS STEEL AI D LOCKING WASHER a ro STABIL/ZED SUBGRADE MIN. DEPTH TCP NEW c>:. v - _ _ . i M - - - OF 8", COMPACTED TO 987' MAX. _ - 0 6 AN71 CLOG PIPE (PVC) DRY DENSITY PER AASHTO T-180 " -1 K17N BOTTOM CAP. DRILL SIDE SECTION METHOD, LBR 40 D/A.IN V 10.50E FRONT SECTION 4.39" DIA HOLE IN CAP BAFFLE A7TCHED TO BASIN W/ REGULAR DUTY ASPHALT PAVEMENT SEC 6"- R1-1 \' "' / _ ` » ALUMINUM POLLU770N RETARDANT ' " TION `r J 3.5 34"BORDER6" _ _ _ ;, „ » i HOLE INACAP PLAN K 771H RAM NEKS TOP7EEL EL. = SONRY BOLTS AT 1 .00' AND BOTTOM"EL.C=AND 1J.00' ALSO _ ., ` N T. S 12 112" 12 112 TYPE D CONCRETE CURB COLORS N. r.5PRE-CAST TYPE "C" CATCH BASIN (CONTROL STRUCTURE) N ^ BACKGROUND -RED (RETROREFLECTIVE) LEGEND AND BORDER - WHITE (RETROREFLECTIVE) N. T.S. O f-1 0 0 2"X2' HOT DIPPED GALVANIZED 4 r ALL - PUNCHED SQUARE POST 0 ATURAL GROUND OR SIGN POST ANCHORING SEE DETAIL. 6, To 8• STOP SIGN HVSTALLA77ON DETAIL TRAFFIC SIGN SPECIF/CA 77ON SHEET 1. SIGN REFLECTIVE SPEC/F/CAT/ON 3M "HIGH /N, SITYSHEEANG 2. MOUNTING SPECIFICAT10NS. SHALL QBE MOUNTED ON UARE A L -PUNCHED GALVANIZED POST OF THE APPROPRIATE LENGTH. (MINIMUM 12 FT.) J. MOUN77NG HARDWARE. CHERRY-MATE-ALUMINOM RIVETS- BALMBB 4'SHALL BE USED TO ATTACH STREET NAME SIGN BLANKS TO POST. TWO SETS OF RIVETS PER SIGN BLANK- STREET SIGN BLANKS SHALL BE RIVETED TOGE774ER AT EACH END BY USING A 3/16" SMALL FLANGE AVEX RIVET. ALL OTHER SIGNS SHALL BE ATTACHED TO POST USING 5/16" X 2 1/2" STAINLESS STEEL BOLTS {MIH 5/16' STAINLESS STEEL LOCKNUTS: 4. GALVANIZED ANCHOR PLATE. • A FORMED ANCHOR PLATE (SEE DETAIL) SHALL BE MOUN7ED ON POST BY USING 5/16' X 2 1/2" STAINLESS BOLT, WASHER AND 5/16' LOCK NUT. TOP OF PLA 7E' SHALL BE MOUNTED APPROXIMATELY 20" FROM THE BOTTOM OF POST. 5. NOTE.- WHEN EREC77NG STOP SIGN AND STREET NAMES SIGNS ON THE SAME POST A 14 FT. POST IS REQUIRED. 6. MAXIMUM LATERAL DISTANCE MEASURED FROM THE NEAR EDGE OF THE ROAD PAVEMENT TO SIGN POST SHALL BE 8 FT., AND THE MINIMUM LATERAL DISTANCE SHALL BE 6 FT. Z HEIGHT REQUIREMENTS.' SIGN EREC77ONS SHALL BE SUCH THAT THE BOTTOM OF THE SIGN IS 7 FT. ABOVE ROAD SURFACE. 8. EXCEP770N. (COMBINED MOUN77NG) WHERE TWO OR MORE SIGNS ARE MOUNTED ON SIGN POST, THE CLEARANCE MAYBE REDUCED TO 6 FT. 9. 30' STOP SIGNS SHALL BE USED. 10. ALL SIGN INSTALLA77ONS SHALL BE APPROVED BY CITY OF SEBAS77AN ENGINEERING INSPECTORS. STOP SIGN /NSTALLA TION DETAIL N. T.S. WALL MOUNTED 1 a•e • PL i s - I - I - Z-1 Plpow HANDICAPPED J a A B'I¢ •re«at h ~ r cr.l-sura *4 ea. r C f PARKING SIGN PER I Q ; e se's Index 2a ' fF A - - I -Earn side Mrd I / B BLUE / 1 Above PIP, C FTP -26 a ; I ' L - openlr> J, cloor WHITE PARKING BY a 1 DISABLED ^ Moswx,ry seal / Wf /ITE PERM, h M I I For Precast Inlets " -w - ®_ se. lMex 2Cl NOTE. PROVIDE 1/2 EXPANSION Q O SLY - j JOINT BETWEEN SIDEWALK ( B " t TYPE F sltowN, Tree o sIMrLAR, AND ALL FIXED OBJECTS LOCATE SIGN AT CL I 250 FTNd PLAN PIPE OPENING SCHEMATIC ,q A Qa AND HEAD OF EACH II 5e X-C' 51 CiPL HANDICAP STALL. SIGN e o' 3' r o• 31 Preoost ON EACH SIDE OF PIPEI 7• CMmfer or Rattus I 2 „ SLOPE AWAY FROM SITE UILD/NG • cixanfor or Radius 1/2 RADIUS TOOLED JOINT OR B WHERE APPLICABLE 3 • - 1 6: PLAN VIEW 1 1/4" DEEP SAWED JOINT (TYR) ~- BLUE Nor/r. WC/I . a s I a 2, Cf• Rernfarotrp i I r-•.iF a , ,m " - SEE SITE PLAN _ O (See ToNe u-- _ - s ..114 THICKNESS PREMOLDED EXPANSION JOINT nLLER SPACED ® 35' O.C.. MAX. Q 5 i _ 12.00 pr Q P P -6 • -- g o I' I3•. a. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" » O 3' Clear 3' Clear 5 $ ` g o . M - ' - -1tl- s >® z -6 6 • Prea767 (Typ) e4 Bora 0 d a! 4 Datrrsa. 0 j 1 _- - - - - •• i 5.0' 5.0' ISI5.0' 5.0 SLOPE 2.0 K 5.0 50r _MAXAwl" 112 R 4 I2• Ctrs. ,ears . r2• are. .0' i Jw•4 Bars o l,' Chs. td• stabl ie4 Sore • •• • O 00 r2Ctrs. SECToN BB ora• Ctrs, rPreats• sae, •` C,8" SECTION AA iia NOTE "i T)'APC CONCRETE Q ( s soder • ire s'pxap7 Bar:, C WHERE REQUIRED REINFORCEMENT (TyP) WILL BE No. 3 BARS 24. 0. C. 4" AGGREGATE BASE SECTi01V CC COURSE COMPACTED TO m m 13 -2 - thief 7 Noirh P#Mltted EACH WAY MAX. SPACING, OR 90$ STD. PROCTOR TYP s 7 tAt The Dpt aw Of T7ro SEC %70N A -A s x s - W1.4 X W1.4 WW ( ) SECTION B -B SLOPE SIDEWALK AS INDICATED SOD ONLY% 3 z 3 x f ONSI TE CONCRETE SIDEWALK AWAY FROM S17EISUILDING q " q q iy PDN SOd O Inlet 6- -s s - 6 I s D SECTION OD N T. S Q ?2 2' IF HORIZONTAL WALL REINF. SCHEDULES *For Est noting ZJ x 7 x j TYPE F INLET (TABLE l) m "aa Thor,t.. Perp ktt"r with TN Q NOTES: furpaces Onh D TALL j' SpA010 Curb ems• rN Dome POHe h smn n-uN T -s• STEEL GRATE C ( %R B IIIIF s r,•. with The or.s<,ro•, or T.erer. m, rromw w 1. TOP POR77ON OF FTP 26 SHALL HAVE A REFLEC77VE BLUE Sod steel Grattnq, stroipM Bars a•x a - 4 Mf o,20' Z J. Mo, rhter:ea,no ",ae on , Reetta, TN Dom. h-•. 2•.-I rortern smile, h, -use with Th. avectroh rA 3' Coni eta Paveme rt i' 12• 9' Ecb. a o.rmbe ri I Of rrm-er To rN Enenr Prmnwr. vJ BACKGROUND WITH REFLEC77VE SYMBOL AND BORDER, PAVT. AND SOD RetiarNne Bars 2•x e- 7' As 0.20 s• 5• T Notes, 7' - /2' 95.5 0.24a'orhrrp 2. BOTTOM PORT70N SHALL HAVE A REFLEC77VE WHITE o.r Oil I. Poveorent oM wTYPE F r2'- a' Spector/ o. /or and fe be ed only where 2b7 5• 4• BACKGROUND W/TN BLACK OPAQUE LEGEND AND BORDER. ooued Form the pians. o.r a o.oz L. Cosi of povtnq to be mowed In cost or inOjlet. Mr vke ee Do.e Mr.. er Dahe J. F7P 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. PAVEMENT AND SODDING RECOMMENDED INSIDE MAXIMUM PIPE SIZES ------0 O O (51" INLET INSIDE WIDTH PIPE SIZE. " - - 2-6' (Type F1 I8• ' - - Q Q Q 4. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR - - - rN „o Width a ,N smr, be e Wh, : SHEET NO. ^ " 4'-0• (Typo f 1 .30• oro a moxrecm or as[ or `e ease drorrt,r. SIDEWALK TO THE BOTTOM OF PERMIT ONLY SIGN OR 6 FEET TO THE BOTTOM OF $250 FINE" SIGN. + ro• s o• (Type oI rz• NOS.. v O O O O TRUNCATED DOME Nets, Rewmmended sires ore for wrrrete prpe. USE OF PAVEMENT SYMBOL IN HANDICAPPED eoee•to-rose ,po0v 0,/1 b. 0.65' m,hl- bef-h eom.e. eeJ sizes rot oteer types ofvice brit be M. For PARKING SPACES IS OPTIONAL. WHEN USED C for er l oarores sew Note Sex No. to. For THE SYMBOL SHALL BE 3 OR 5 FT HIGH AND PLAN VIEW HANDICAPPED PARKING DETAIL limper pipe vire, see Nate a. WHITEW COLOR. •n Srebro,`aura ft'"SmtrHae aetxtabre wo hrna SLhfas Tho, E.rehe rho FW, wkrh _ N. T S I 2006 FOOT Design Standards Rewe sheer Nc. HANDICAPPED m rN nh., h rN orecra or r mare, ono rs rep r ,From rN eGt or asa ®BRUCE A. MO/A, FL P.F.1, 47529 OF 20 01/011,5 or CURB RAMP DETECTABLE WARNING DETAIL DITCH BOTTOM INLET PAVEMENT SYMBOL TYPES F & G 233 (N. T.S) DA TE.- FEB 0 4 2006 PROJECT NO. 06-1058 Q 6 ANCHOR COUPLING FOUR HYDRANT GUARDS METERS SHALL BE LOCATED IMMEDIATELY 1-1/2'0 RE LOCKING ADDITIONAL GATE VALVE AS REWD BY IRCDUS ' ' INSIDE THE RIGHT-OF-WAY UNLESS SERVICE LATERAL CURB STOPS M.J. SEE NOTE l(BELOW) REQUIRED IF DISTANCE 90 - OTHERWISE DIRECTED BY IRCDUS IS MORE THAN 5' / / METER BOX ® ® W (METER NOT SHOWN , z 1 0 P E, \ / \ PPROVED METER BOXES , 90' ANGLE LOCKING CURB STOP SHALL BE ,POLYMER W .~. SERVICE i + 4; . ._. (BALL VALVE TYPE TO ACCOMMODATE ONCRETE & FIBERGLASS z }. LATERAL 00 5/8'Ox3/4'0 METER)J . • -F 2'0 PREPUNCHED GATE VALVE J PLAN VIEW 1', lY , OR 2' HOLE FOR TOUCHTONE 2' -N CORP STOP METER LID (AS R QD. w z MEGA -LUG RESTRAINT \®/ P®/ ROADWAY FINISH GRADE o y f o OR EQUAL / 3 / \ GRADE ROADWAY GRADE (SWALE> 2'-0' 2'-0' 2" 2 + CL BRASS C❑MPRESSI❑N / w 0 M.J, VARIES 't ' WYE BRANCH 2 2 \\ L \ a o IN LINE DUAL N MS 3 ANCHOR TEE FOR 6 \ x \ \\ =' • 'r // / / // II. BRASS LOCKING CURB J W AN V .\ \ \ \ - 1 MECHANICAL JOINT 6' /\/\ \ ` `- \\ \/\ ` - CHECK BY IRCDUS z STOP WITH INTEGRAL PLAN VIEW PUMPER NOZZLE \i\\ > 112• . METER COUPLING :co p U (MIN) FACING ROADWAY VALVE 2' L❑(KING- . zZ 2 PREPUNCHED - > po .. 1 v ACCESS CURB STOP M HOLE FOR TOUCHTONE VALVE BOX BOX i W/PV P ARKER BALL CENTER HINGED OPENING _ W I a pj 2 GRADE a C LUG APPROVED :__ _ IN LINE DUAL C43 'x7'MIN) W/STAINLESS STEEL PINS METER LID CAS R QD) pop ri 2 f METER BOX . t. CHECK BY IRCDUS o 0 0 x 24'x18' CMIN> l _ ^z L J '° g C❑MPRESSI❑N ° LONGS RVICE METER METER x z .. ° 1 CUBIC FOOT PROPERTY LINE x B❑X a ' `> i (SEE NOTE 5> ¢ z } m m .c o - - - iu ., FITTINGS ° ° 3/4' GRAVEL OR /(NO. SEE NOTE z m " 6'GATE VALVE ` ° , CRUSHED ROCK C CASING SLEEVE SHORT 3) a w w 2 0SERVICE RACE WIRE'" 00 o a w z Y Q 6' DIP PIPE ° e WATER MAIN _ 2 a - M `METER 2' - BRASS - w W o w = -}- - - ♦ 1.5 CU. FT. - ° ° RADIO READ DOUBLE ' STRAP ELEVATION, +CL 0 \ CONCRETE - SERVICE SADDLEt + ° ° 1'(MIN) CUSTOMER) ,. DIRECT CONNECTION (ANCHOR TYPE) 2' POLYETHYLENE I PIPING (BY OTHERS) N (n ° °' \ UNDISTURBED J L+ NOTES T E S 6 (MIN) LOCATE MARKER BALL (WATER) r, W N ELEVATI❑N SOIL ELEVATI❑N WATER MAIN "_'_' L SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18. ON CENTER.. I- N RESTRAINED PLUG (M.J.) 2. ALL SERVICES REQUIRE 36' MINIMUM COVER. Q C NOTES - HORIZONTAL DISTANCE EQUAL - • 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1 4 , DUAL SERVICES SHALL BE A MINIMUM 1-1/2't , Q r, 1. HYDRANT.GUARDS TO BE 4' DIAMETER GALVANIZED STEEL OR DUCTILE IRON _ TO DEPTH OF COVER N❑TES U PIPE FILLED w/ CONCRETE, GUARDS TO BE PAINTED SAME AS HYDRANT. 2 CORPORATION TRIPLE SERVICES, SHALL BE A MINIMUM 2'0 AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. U U o STOP1. METERS OVER 2'0 MUST BE APPROVED BY IRCDUS AND INSTALLED M to 2. OF THE PUMPER CONNECTION SHALL BE 18' MIN, ABOVE THLE C 4. 1'0 & 1-1/2'0 LONG SERVICES REQUIRE A 2 MINIMUM S.D. CASING PIPE. 2'0 LONG SERVICES REQUIRE OF THE NEAREST ROADWAY OR FINISH GRADE.. ELEVATION A 3' MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C. BY CONTRACTOR, Z 4 to 3, ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. A 2. ALL METERS 2'0 AND SMALLER WILL BE SUPPLIED AND INSTALLED Z Uo m 5. ALL METERS 2 0 OR SMALLER SHALL BE INSTALLED BY IRCDUS.-REFER TO APPRdVED MANUFACTURERS 4. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE, NOTES PRODUCT LIST FOR METERS GREATER THAN 2' . BY IRCDUS. Q 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 3. MINIMUM , - `./ w a " SIZE OF METER, 1 0 SERVICE <12 X 18 )J 1 1/2 AND 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED W i 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 2' SERVICE <1T X 28'). - dS TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. BY IRCDUS. ON ALL LOCKING CURB STOPS,. SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT.THE TIME Z Z i 8. OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 4. METERS GREATER THAN 2'0 SHALL BE COMPOUND METERS. REFER TO IRCDUS - a M 8• ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. APPROVED MANUFACTURERS PRODUCT LIST, N ALL NUTS SHALL BE STAINLESS STEEL. 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. Z CD c, 9. MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. B. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14, - W Lv M U. MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. - L 10. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF T-6' IN FRONT AND TO THE 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24 FROM SURFACE. 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND W ¢ z 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE. o z SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT ALL METER BOXES WITHIN 24' FROM SURFACE. 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2'0 METERS. Z z O m TO FIRE PREVENTION CODE 3-5.6. u. INDIAN RIVER COUNTY DRAWING INDIAN RIVER COUNTY AUTOMATIC DRAWING DRAWING DRAWING z V J v ❑ I C Nd. INDIAN RIVER COUNTY p SERVICE r No. INDIAN :RIVER COUNTY No, Z ( ' o DEPARTMENT OF FIRE HYDRANT DETAILS - DEPARTMENT OF a - DEPARTMENT OF WATER SERVICE / _ I DEPARTMENT OF METER B ❑ / _ w Z N UTILITIES SERVICES ,► W - 2 UTILITIES SERVICES ,► * 2 B L ❑ W - ❑ W 3 UTILITIES SERVICES w 4 UTILITIES SERVICES * * W - 5 o M J TRENCH WIDTH O W DETECTION TAPE _ - ! Z (SEE NOTE NO 6) PROVIDE TRENCH m w ¢ SLOPE AS REQ'D TRENCH WIDTH 'W' + 4' MIN a MECHANICALLY Q PROVIDE TRENCH SAW EXISTING SURFACE RESTORATION 6' SLOPE AS REQ'D - GRADE MIN - EXISTING ASE ING O o A C❑RP❑RATION STOP SHALL BE INSTALLED WITH Aco N LENGTH OF 1'0 COPPER TUBING EXTENDING ABOVE THE FINISHED GRADE. THE TUBING SHALL BE INSTALLED WITH A 180' DOWNTURNED BEND. - WHEN METERS CAN NOT BE LOCATED (SEE NOTE 4) z T / / / / / / / > / / / / / / / / /,• z IMMEDIATELY INSIDE THE RIGHT OF WAY THEY MAY BE LOCATED INSIDE THE 1' GATE VALVE- 6' MAX LAYERS PROPERTY LINE AS DIRECTED BY IRCDUS 110 COPPER TUBING OR OTHER APPROVED MAINTAIN TRENCH 90 ANGLE LOCKING CURB STOP w METHOD TO ACHIEVE REPLACEMENT r -APPROVED METER BOXES > DETECTION TAPE - (BALL VALVE TYPE TO ACCOMMODATE _ WIDTH 2'-0' ABOVE o 98% COMPACTION _ (SEE NOTE N❑ 8) / / / / / / , / / LIMEROCK BASE a SHALL BE POLYMER IN 3 LIFTS AT 4, O r,, 5/8' x3/4' METER) w CONCRETE &FIBERGLASS TOP OF PIPE . 98% ' J NCD - Z FINISHED ' a M 6' (MAX) LAYERS OR _ 2 PREPUNCHED GRADE ' cit OTHER APPROVED METHOD (SEE NOTE 6) O • } HOLE FOR TOUCHTONE T . CORP STOP 2 w METER LID (AS R'QD) w ` ,` TO ACHIEVE 98% COMPACTION Q ROADWAY 5'-0' 1,_0• a INISH GRADE > / Q 2'-0' , SIDEWALK a 2" CORP❑RATION STOP WITH _ MAXIMUM WATER LEVEL - \/S\ - 4 MAX ' U MAXIMUM WATER - 4 MAX ALLOWABLE DURINGr . / LAYERS J ., I PLUG WHEN ABANDONED LEVEL ALLOWABLELZ (.. LAYERS CONSTRUCTION //\AT 98% z \\/\'\/ /\\"\ o SERVICE DURING CONSTRUCTION A 98% - .. - \ w /R M 3/4' DIA BEDDING ROCK • \i\\ 12 PIPE 12 o Z RACE WIRE 3/4 DIA BEDDING ROCK OR PEA ROCK WHERE UNDISTURBED SOIL ,, OR PEA ROCK WHERE 12` PIPE 12' CONDITIONS REQUIRE OD W Q ARKER BALL - - - UNDISTURBED CONDITIONS REQUIRE OD S❑IL TRENCH WIDTH .}. - :' - LINE DUAL TRENCH WIDTH 'W' ELEVATION z CHECK BY IRCDUS .W. LONG SERVICE J METER WATER MAIN oo ) } (SEE NOTE 5, w-4) ELEVATI❑N NOTES C CASING SLEEVE F- ELEVATION 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED WATER MAIN (EXTEND UNDER SIDEWALK) w NOTES METHOD OF CONSTRUCTION. 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, p -BRASS a L WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATERIALS AND SHALL DOUBLE STRAP 2, METHOD OF CONSTRUCTION. HAVE LAPPED AND FEATHERED JOINTS, (1-1/2' MIN, THKJ SERVICE SADE E DLLEVATI❑N N❑TES SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180, 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE 4• MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, WORKS/FDOT STANDARDS, J MATERIALS AS APPROVED BY IRCDUS. 5• TRENCH WIDTH 'W' =PIPE O.D. PLUS 2'-0'. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, DRAWING SEE NOTES INDIAN RIVER COUNTYW A T E R SERVICE z, NO SAMPLING POINT SHALL BE CONSTRUCTED AT FIRE HYDRANTS. 6. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN V 7, TRENCH WIDTH 'W' = PIPE D.D. PLUS 2'-0', Q NO. DEPARTMENT OF BELOW SURFACE. TAPE TO BE MARKED-'CAUTIONi WATER LINE BELOW', CAUTIONi FORCE W - 4MAIN BELOW', OR 'CAUTION, REUSE WATER MAIN BELOW'. TRACE WIRE SHALL ALSO BE 8• 2' . WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN V W - ^ ^f-1 UTILITIES SERVICES * * ❑ U T S I D E ❑ F RIGHT ❑ F WAY) USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-14), BELOW SURFACE, TAPE TO BE MARKED-'CAUTIONi WATER LINE BELOW', CAUTIONi FORCE `t 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER MAIN BELOW', OR 'CAUTION, REUSE WATER MAIN BELOW'. TRACE WIRE SHALL BE USED JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE CONTINUOSLY ON ALL PIPE, (SEE DETAIL M-14), OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 9, 98% COMPACTION IN SHOULDER OF RIGHT OF WAY.. 8. ALL PIPE TO BE LOCATED 5' D.C. (TYPICAL) FROM EDGE OF PAVEMENT, PER FDOT INDEX 105. 10. ALL PIPE TO BE LOCATED 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT, PER FDOT INDEX 105. O 2 DRAWING INDIAN RIVER COUNTY NO, INDIAN RIVER COUNTY DRAWING DYDIAN RIVER COUNTY DRAWING = Q TEMPORARY SAMPLING P❑INT TRENCH DETAIL NO. TRENCH DETAIL N c DEPARTMENT OF DEPARTMENT OF r DEPARTMENT OF 5 (BACTERIOLOGICAL) fin/ - 6 UTILITIES SERVICES UTILITIES SERVICES (UNPAVED EASMENTS) M-1 UTILITIES SERVICES (PAVED AREAS & SHOULDERS) M-2 roMwrr coot ;wn nMTA ,• M 0 SHEET NO. g 48 HOURS BEFORE DIGGING CALL TOLL FREE C-12 1-8W-432-4770 SUNSHINE STATE ON CALL WA TER DIS TRIBU TION DETAILS AND SPECIR %C* A TIONS BRUCE A. MO/A, FL. P.E. P!7529 OF ♦ZO OF FLORIDA, INC. N.T.S. 0 DA TE: FEB 0 4 2003 PROJECT NO. 06-1058 rn O_ 2' -0' VARIES 2' -0' -PRESSURE GAUGE FINISH GRADE INsr. LOCATE O j 0 0 C MARKER BALL IN I I (SEE W -12A 10) \\ALL METER BOXES 2 k 4 0 o DOUBLE CHECK VALVE EDGE OF^, PAVEMENT ,.-' f M Box DOUBLE DETECTOR W.M. - VALVE (TYP 22' GATE' SCH 40 ' Tee' 12' _ A W CHECK VALVE FLOW OR 'Wye' (TYP.) -- w VICTAULIC LOCATE TAPE ) 10 O Q W COUPLIN REDUCED PRESSURE BACKFLOW PRESENTER PLAN VIEW 2 METER ' O» 2 1 0 F -Z0 0 Z N FOR DETAILS OF LINE BEND & PIPE MAY I WITH GATE VALVES COPPER R o RE FILLING SEE W -12(A) r T -rR4 - - - - -, o W.M. COPPER TRACE WIRE p I j BE USED FOR FULL >- - -E- ` - - - -- !' ♦ E'LFVATlON-SERVICE DETAIL O 0 1 - \ STRIP 4' (MIN) _ FLOW FLUSHING w b oo .. 3 EXISTING MAIN 0- ¢ P M r HALF HrTCH AT ALL SONICE TAPS. -# O j- J- OC I LOCKING CUR P L. rAaH EHu aF ALL frrnnos Z m m m a STOP VALVE 1' CHECK VALVE: 2' SERVICE v v > N • . STRIP 4 MINIMUM f- p UNION SADDLE cu EXISTING GRADE U w Z w Q BY-PASS METER DETECTOR BYPASS • w < 0 Um X/lXX//1 QX(/1X/ / \ 1 - _ =oma o W _ + 31-0- CUSTOMER p ,-AN V} I / W.M, j %/ % Z STEP PIPING \ \ UTILITY PIPING TO DETECTOR CHECK VALVE CU oo FINISHED v L NEW WATER MAIN - PLAN VIE_1N M o PROPERTY LINE GRADE CORP STOP--.,, r N cb $ (TYP) 3 TWISTS W 'n LIMITS ❑F FLUSHING INLET GAT . 04 ^ $ 2°O TRACE WIRE HOUSING P7 EXISTING OR NEW _ - VALVE GATE VALVE _ I 1 _ I STEP 2 YY(iH CAP Q GATE VALVE W/ INDICATOR ' I I ONE SECTION D.I.P - 90' BEND ELEVATION DIRECTION ❑F FLOW U V o R'QD ON EACH SIDE (TYP) s wR4as MIN) ' ' TIE-IN VALVE T❑ BE . c OF CHECK VALV - ♦ w 7 O co a ASSEMBLY rn NATES CLOSED AND LOCKED 2' SERVICE DOUBLE Z ELEVATION a NEW WATER MAIN SADDLE SS <TYP>' 3 CONn"nous f10 srwwflED I z 9 to0) C14 18 MINIMUM DISTANCE FAMILY COPPER TRACE WIRE - . "' > 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING SINGLE SOLDER Q a • - : Y}:;a ::.c: " - RESIDENTIAL ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER . .fa . s •L_ ••.f• -s;•. Lir. •,'ti„.. ".^:: ^, , mow.. r•.*.••."•" •.}y .'sa "- i-_ r ;'ire,"; '' _!_ ' ' ' ` `''4'''' =fr1 i• .' '''" .1 ► WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY, \ E1_I EXISTING WATER MAIN LLl v = 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL • a .. ELEVATION . ,.. _STEP 4 .. // Z z = c NCRETE SUPPORTS RPZ BACKFLOW PREVENTORS. HALF HITCH J HALF HITCH 0 - - a M NOTES (OR APPROVED BY IRCDUS) I - 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BEHIND EACH EACH SIDE OF C Z 1. A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS. BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. MAIN LINE SPLICE DETAIL BELL ALL VALVES LL.•11.•.• z M ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES SHALL BE INSPECTED AND TESTED ELEVATION 4, SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE Fl -CATION -VALVE E30X DE=TAIL W W TO ENSURE THAT NO FOREIGN OBJECTS IMPEDE THE FLOW OF WATER. WATER MAIN WATER MAIN SUPPORT SYSTEM, PIPE SUPPORT SYSTEM SHALL BE BRASS, LdW F HE FLUSHING POINT. COPPER OR D.I.P., AS APPROVED BY IRCDUS. o o Z 2, A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM D T NATES 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED NOTES NOTES Z THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT _J OJ m 3. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 1. ALL BUILDINGS WITH SPRINKLERS MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE LEAST 1'-0' ABOVE THE HIGH WATER LEVEL. 1, TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE 1. TRACE WIRE IS REQUIRED ON ALL PIPES. J J LL' W AND METER TO BE INSTALLED ON THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE PRESENCE OF THE ENGINEER OF RECORD. 2. INCLUDE ALL COST OF MATERIAL do LABOR IN PRICE OF PIPE. _J U 4. INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OFA 48 HOUR INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND IRCDUS STANDARD, 6, PIPING 2-1/2' OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. 2. ALL LINES TO BE FULL PIPE FLUSHED. w NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING CHECK VALVE AND METER SHALL BE MOUNTED ABOVE GROUND. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED {30/30 RESIN CORE), Z (n m ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. WRAP W/3 A_TERNATING DYERS TAPE, COVER WITH WATERPROOFING COMPOUND AND HEAT SHRINK WRAP. O N 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL COR APPROVED EQUAL). 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. Z 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 5. FOR TRANSMISSION MAINS 12' DIAMETER DR LARGER, 'PIGGING' IS REQUIRED. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 9, ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE 4. A 2' TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST, I- CERTIFIED FORM SUBMITTED TO IRCDUS. Wco DRAWING DRAWING DRAWING INDIAN RIVER COUNTY DRAWING J J DRAWING INDIAN RIVER COUNTY DOUBLE -DETECTOR ND. INDIAN RIVER COUNTY N° RIVER COUNTY TEMPORARY NO. TRACE WIRE m INDIAN RIVER COUNTY FLUSHING NO. DEPARTMENT OF CHECK VALVE DEPARTMENT OF B A C K F L W P R E S E N T E R DEPARTMENT of DEPARTMENT OF M -14 0 W W DEPARTMENT OF - 8 UTILITIES SERVICES • W-9 7 UTII,TTIES SERVICES * W UTILITLEs SERVICES 1 ' . CONNECTION W - 7 UTttITrls SERVICES ASSEMBLY ;JUMPER DETAIL W -12 UTILITIES SERVICES DETAILS Z wow 0 NOTES: ASPHALT SURFACE FINISHED GRADE ASBUILT 8' PLUG NOTEi A MINIMUM TEXT SIZE C o _ *mr r o STA. 0+00 G 04 c0 0 o 0 o o o o N. GRADE - OBSTRUCTION 36 (MIN) ` 36 SQUARE I 24 SQUARE I o 1/8 SHALL BE REQUIRED 1. A temporary jumper connection is required at all connections between existing active + T.D.P. EL. 4.83 w COVER V •, }- s ; ..• W •: -:: ASBUILT 8' P.V..,R-6 TURNS ON ALL ASBUILT SURVEY'S water mains and proposed new water main improvements. _ + _ b Uo 0 0 0 0 0 0 0 o t` CU W) r ° .' ' I I '. ,' I I .o PRM TTO.P.oE'L.r 4.40 in of an -, L• -L L- •,' 2. The Temporary Jumper Detail (W-12) is to be used for filling any new water ma y mains u to 6" A o 0 0 0 0 0 0 0 0 PRESSURE MAIN • . G - _ ,• `' - - / R/W size from the existing active water mains and for the flushing of newp W 0 , in c a; w ° a) NO. 30 • diameter (2.5 FPS minimum velocity) and for pulling bacteriological samples from any a RESTRAINED - • ° ' . °, I . • CONTINUOUS < JOINTS e • • ONE c1% T "' 7, ASBUILT 8 90 BEND _ in ! 45 ❑R 22 1/2 I STA. o+ez new water main of any size. pC m o 0 0 0 0 0 0 .+ R ° °.• ° , e °° ° e • ° CONCRETE NO, 34J MONUMENT C3 ., .. N BENDS (M,J.) I PAD T o.P. EL. 4.4z 3. The jumper connection shall be maintained until after the filling, flushing, testing and 1` o 0 o b a ENCASE AS REQ'Df CONTINUOUS STATE PLANE COORDINATE =lV o 0 0 N Zn SACCTAL L Ti1 TTY L7tOSSIt FITTiPC TYPE LIMEROCK SLIDE TYPE Na SHOV °" ASBUILTS ASBUILT 8' FORCE MAIN O disinfection of the new main has been successfully completed and clearance for use from W ., .. %a .. N N J ELEVATION BASE TYPE I VALVEBOX SVALVE ox TYPE II PAVEMENT the Florida Department of Environmental Protection (FDEP) and other pertinent agencies W = c ASBUILT 8' 22 i/2° BEND ` O has been received. Adequate thrust blocking and/or restraints shall be provided t; o 0 0 c o o b b b' F.af UNDER II Y. STA. f+1b OFFSET 7'R p r I'ii N N 18' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. /--DUCTILE IRON STAY -PUT COVER 3A, 123+18 18' L Z O temporarily, as required. Z•, ~ IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT POLYETHYLENE RAISED LETTERS MARKED" lI/ENCASEYENT T.O.P.oPEL. 4.88 • _ o 0 0 0 n b b $ cbi z IS REQUIRED (SEE NOTE 5A) CURB STOP BOX 'WATER; 'SAN, SEWER; 'BRINE' OR W.M. T.O.P. EL. 8.44 p _ ASBUILT 8 22 1/2 BEND F.Y• UNDER SAN. S. 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected CU N N N a 'REUSE WATER' AS APPLICABLE Q with new pi e to t LATEST EDITION: The tapping RASS VALVE INDICATOR AIR RELEASE STA. 1+22 OFFSET TR F.Y. T.O.P EL. b.60 prior to installation in accordanceZ = o 0 o b b o rh m a ` r , r^ GRADE ' I VALVE OVER W.M. T.O.P. EL. 8.52 SAN. S.T.O.P. EL. 8.40 E ; f °. sleeve and exterior of the main to be tapped shall be disinfected by spraying or swabbing J m .. ., .. .. N N N w OBSTRUCTION SLOPE TO W STA. 1+38 ASBUILT A.R.V, TAP per section Two of AVVWA C651. The use of tablets is strictly prohibited. 36' (MIN) COVE 12' f • ' • I -ASBUILT 8' SLEEVE (/ V F.M. T.O.P. EL. 8.43 STA 1+28 OFFSET TR STA. 122.25 18' LEFT W - N N N 12' (MAX) • . . • ' • .: .. , . " LIZ ion shall also be used to maintain a minimum pressure of 20 PSI in I • • I. 5. The Jumper connect Z W T.O.P. EL. 5.32 P the new mains continuouslyafter disinfection and until FDEP clearance letter is obtained. o , b ib ;n b b g ' , N SEE NOTE NO. 2 - _ PRESSURE MAIN ••. ..:•; •, f : , oe 11 R -f/4 TURN 4C co In r- T N.. •+ N .. - N N G - - - - FOR ACCEPTABLE CORNER V 6. The Contractor shall provide documentation demonstrating that the double check H _ DEFLECTION --- CENTER A FULL LENGTH OF PIPE TYPE Y TYPE I , k ❑F BLDG. backflow prevention device is in good working order at the time of installation, and W = _ _ _ _ c m N e ENCASE AS REQ'D AT THE POINT OF CROSSING STA. z+7s o P QQL provide documentation that the double check backflow prevention device has been tested ao a m m 0 N m CQ CQ c) co ? _ F.Y. UNDER TIL. R/W coil ( P J ELEVATION ROCK r0 EAP WITH F.Y. T.O.P. EL. 6.36 w + " J in the last 12 months, and is in good working order one year from installation by a qualified backflow technician as approved by IRCDUS. ABOVE EXTENSION FILTER CLOTH TO TEL. EL. 8.26 0 N in NOTES R/W Wr b b 6 a N o 0 0 PROVIDE EXTENSION . 7. Except as required to flush lines greater than 6" diameter, the tie-in valve shall remain 0 -11. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC AS SHOWN ! 1' LnE e's' LLI L) to ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE CROSSING BE ALLOWED. TRACE VIRE-------. T 3+)T_--F-J closed and shall be locked in the closed position by the utility company. The tie-in valve a ; b b ih b b D, b o 0 o W shall remain locked closed until the new system has been cleared for use by the FDEP H Fd NNN r► •r v'Z ¢ 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION.and all other pertinent agencies. Vfin W 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM) 121+00 122+00 123+00 N N V N N r- OD T o 0 o y LJ J- i 8. Upon receipt of clearance for use by FDEP and all other pertinent agencies,. the W (l Z = 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. - - - - 8' SAN. S. ASBUILT 8 P.V., - Contractor shall remove the temporary jumper connection. The corporation stops are toas It b N r 0 0 o A W 5A r USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS _ - _ (EXISTING) R-4 TURNS be closed and plugged with 2" brass or PVC stops. W ¢ w LESS THAN 16 INCHES. DIP SHALL BE USED FOR GRAVITY SEWER AT WATER LINE CROSSING WITH A STA. 122+74 L,I w J LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS ELEVATION N Ca _J AT A POINT OF CROSSING, AND TO LOCATE THE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. T.O.P. EL. 4 40 43 9. All installation and maintenance of the temporary jumper connection and associated b b b( Z , p = 5B. ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION REQUIREMENTS `J SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE backflow prevention device, fittings, valves, etc., shall be the responsibility of the L- ti BE WAIVED AND ENCASEMENT BE UTILIZED BETWEEN WATER MAINS AND FORCE MAINS, Contractor. --i Eq •, ii, N M ch v r In o y W L ENGINEER O PRINTING, b b b Yf N b N b N o b NOTES T E S ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE (MYLAR) ASBUILT SURVEY DRAWINGS) ORIGINAL ASBUILT 6. SEE TRACER WIRE DETAIL. M-14. SURVEY'S TO BE SIGNED, SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL than 6° diameter or such length that a full pipe Z e I- w C4 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL ALSO BE PROVIDED ON A CD IN AUTOCAD 2000 FORMAT OR LATEST VERSION. 10. If the water main to be flushed is greater9 P P W A b , b n o o L7 I- q ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS following procedure shall be .r .. -7 N r' M w V ^ 0 C Z Z TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND 2. BASELINE OF CONSTRUCTION 6 STATIONING OF ITEMS TO BE ON THE CENTERLINE OF. THE ROADWAY. flush at the 2.5 FPS velocity cannot be accomplished, the o g p J w z W 1. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES (SEE M-11) J o as STRUCTURES G.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION 2. ALL VALVES REQUIRE A LAT &LONG IN DEGREES &MINUTES 3, TOP OF PIPE ELEVATIONS 6 STATIONING TO BE TYPED, LISTED, SEALED 6 SUBMITTED FOR THE ENGINEER utilized. A . b 'v, b Cr TO LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS. a) Install pressure gauges as indicated on Temporary Jumper Detail (W-11). Z M D a 2 w c EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (LE. GAS MAINS, TELEPHONE LINES, 3. SEE TRACER WIRE DETAIL. M-14 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTON AND NUMBER OF TURNS TO CLOSE EACH VALVE. b) Open all downstream valves in the new system prior to flush. Q Z w m CABLE LINES, IRRIGATION MAINS, ETC.) 4. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES, (SEE W-1) main thru tie-in valve maintaining a 10+/- PSI pressure p ¢ x 8. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL 5. REFLECTIVE MARKERS FOR" FIRE HYDRANT (WATER) BLUE s. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS AND TAX I.D. NUMBER . c) Flush new water9 differential between gauges during flush. y d, 00 ap o 14 N m I- Z TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM THE TOP OF THE - FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS WATER MAIN VALVE - WHITE 6. ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE. EXISTING UTILITY LINES SHALL BE n he presence of the Engineer of Record shall operate tie- W Ell W <y BANKS OF ANY BODIES OF WATER (LE. STORMWATER PONDS, CANALS, ETC.) FORCE MAIN VALVE GREEN d) IRCDUS personnel, I t p 9 W Oa ¢ SHOWN WITH A THIN DASHED LINE. in valve to insure that the required pressure differential is maintained. 9• ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM HORIZONTAL SEPARATION REUESE MAIN VALVE - PURPLE 7. ALL COMMERCIAL AND SrNGLE FAMILY RESIDENCE PROJECTS MUST HAVE PARCEL ID # INDICATED IN PLAN. OF 10' EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN. BRINE - ORANGE DRAWING DRAWING = O Z DRAWING DRAWING DRAWINGTEMPORARY NO, INDIAN RIVER COUNTY NO INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY AS -BUILT DRAWING NO. INDIAN RIVER COUNTY RESTRAINING N°' RIVER COUNTY W- 1 2 DEPARTMENT OF DEPARTMENT OF UTILITY C R❑ S S I N G S DEPARTMENT OF ._ VALUE AND B❑ X - DEPARTMENT '(EXAMPLE) A M P L E) M -15 DEPARTMENT OF JUMPER D E T A I L UTIL.I'I'IES SERVICES . . E W .. UTII,ITIES SERVICES M 5 vTL1dTIES SERVICES • UTILITIES SERVICES C A UTIIITIES SERVICES SCHEDULE AND N O T E S M- 3 » M- 4 , W NOTES IMOMM o g SHEET N0. 13 ao _ d _ 4 48 HOURS BEFORE DIGGING - CALL TOLL FREE BRUCE A. MOIA FL. P.E. 7529 OF 20 1 800-432 477o W A TERDISTRIBUTION ® DETAILS AND S / SUNSHINE STATE ON CALL OF FLORIDA, INC. DATE N. TS FE B Q > 2001 PROJECT N0. r - 06 1058 Q 0 Qx4 MARKER PAINTED GREEN MANHOLE FRAME 6' CAP MANHOLE NOTES FINISH GRADE AND COVER W OF ROAD CROWN Z ELEVATION OF ROAD 1 - CONCENTRIC., 1 . _ 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO LEVELING RINGS C3 2'-0• - ` MANHOLE COVER LETTERS TO CONE .. I a COURSES (MIN) X COVER o LJ BE MARKED 'SANITARY SEWER' MEET OR EXCEED A.S.T.M. A 185. 6 COURSES (MAX) ¢ N CL MINIMUon , M SLOPE 1/4' . PER FT W a 2. ALL CEMENT 70 BE TYPE I. SEE PIPE OPENIN 24 3/4' CD o USE GREATER SLOPE ao 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO DETAIL (S-10) WHERE POSSIBLE a M a a MEET OR EXCEED A.S.T.M. C 478. N w 22 3/4 2• N J I _ 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL w c CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. SEE MANHOLE N M r a EFFLUENT & 5, CONCRETE MANHOLES TO HAVE A MIN, WALL THICKNESS OF 8'. FILL CONCRETE . ... ;. . > v I i DEPTH TO BE + .,... INFLUENT DETAI n W J OR BRICK W/TYPE I { . DETERMINED IN THE ❑ ❑ 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR .. v . ¢ FIELD AS REQUIRED TO ELEVATION COVER SECTION EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). CEMENT MORTAR I N V) FIELDI AVOID UTILITIES (TYP) ❑ PIPE INVERT ( ¢ p r-1 r -1n 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. ,I 4'-0' ID No o ni 2 2 MARKER BALL TAPED - 8 - p p m o: TO 6'x4' WYE (TYP) SL LR 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD, , - O W> 6 z ❑ ❑ 22-15/16. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED. 6 4 ❑D c} m m DOUBL wVICE SINGLE SERVICE 20-5/8' m TYPICAL 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL . w p STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE Q; w e 6'0 I I I STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE E L E V A T I❑ N 'Q- - ' w Z v m STANDARD 'Y' BRANCHES - = r ' POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION _ A A 0 X u w TO BE LOCATED IN THE FIELD I SECTION A A 2 /FT o o U 3'-0• 7• DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. a - I 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL MANHOLES. W NSTALLED PLU `WRAP WIT I 12. NO. 40 BARS 9' O.C. EACH WAY IN SLAB (TOP AND BOTTOM), 00 o (TYP) DETECTION TAPE J I CONCEALED WATERT N 2 PICKHOLE 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING I W R N w AND EXITING MANHOLES. -•- N 6'0 / C ao aAN VIE_✓ 14. 2 COURSES BRICK MINIMUM, 6.000RSES BRICK MAXIMUM BETWEEN ALL Q C v BENDS AS • - - - - 24-3/4 PRECAST.. MANHOLE TOPS AND CASTINGS. I Q REQUIRED WATERTIGHT BOOT • r , U V o to 6, 3'-O' 15. 3/4' CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12' PLAN VIEW ' U Q Z SHALL BE PROVIDED AS REQUIRED BY IRCDUS. M Li RAIN GUARD OF SEWER MAIN TO BE (AS REQUIRED) 9 N ON OF STREET UNLESS FRAME - SECTION 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). Z o, OTHERWISE APPROVED BY IRCDUS -6' DOUBLE 'Y' COMMERCIAL 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE TO BE USED WHEN CUT CLASSIFICATION IS 6'-0' ❑R LESS r1 Q^' M w (6'x4' 'Y' RESIDENTIAL) AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE v W a o_ 06 t IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. Z Z s = PLAN VIEW o_ 18. A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS' ( a rn N❑TES PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. NOTES Z Q M NOTE 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 W w N N 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS _ Mui 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS ' FIBERGLASS LINERS SHALL BE 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 W ( o 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. APPROVED MANUFACTURERS PRODUCT LIST. 2 a Z 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL AND APPROVED BY INDIAN RIVER COUNTY. INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 Z Z Q O O SERVICE LATERALS, 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. F m 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 20. PUMP ❑UT MANHOLE SHALL BE LOACTED WITHIN 20 OF LIFT STATION 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 J J w 4. MARKER BALLS TO BE TAPED TO 6'x4' WYE 24' BELOW FINISHED GRADE. AND CONSTRUCTED OUT OF RIGHT OF WAY. J v 5. PLUMBING CONTRACTOR TO INSTALL 4' CLEAN OUT IN EASEMENT AT TIME OF TIE-IN. _ Z Z o DRAWING DRAWING - DRAWING DRAWING O U) INDIAN RIVER COUNTY N INDIAN RIVER COUNTY IND > 5 INDIAN RIVER COUNTY STANDARD LATERAL N0 STANDARD ° : _ N°. IAN RIVER COUNTY MANHOLE N°• v W DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF _ J o UTILITIES SERVICES * S -1 UTILITIES SERVICES ,► MANHOLE N H D L E CASTING S - 3 UTILI'T'IES SERVICES * * MANHOLE NOTES S - 4 UTILITIES SERVICES <sHA L❑w SEWERS STANDARD SHALLOW m , . =W, Lu m J - - W j a - MANHOLE FRAME & COVER SEE MANHOLE SEE PIPE OPENIN Q EFFLUENT & SPACE AROUND OUTSIDE OF PIPE SHALL BE DETAIL (S-10) Lo N co INFLUENT DETAIL COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING 0 o REINFORCING STEEL AROUND .OUTSIDE OF PIPE 0 0 0 0 (FOR FIELD INSTALLATION) J A o00o A 000 Q PIPE CONNECTION TO BE II l RRF E B❑0T WITH STAINLESS STEEL ACCES ❑ IER S ADDITI❑NAL REINFORCING BAR REQUIRED AT OPENING. SLAB TO H.P. ELEV. OF FILL CONCRETE TO BE TRAFFIC BEARING. SUBMIT TO BE SAME AS ❑D ❑F PIPE Q SHOP DRAWING FOR APPROVAL 2 PER FOOT SLOPE PLAN VIEW - . - kl...}:.u .e: ta.4*.a'a t. £e - _ -. _ '. ••e•:%; '!tet 4= _}La,-+'•'• '•. ' . ^ - _ - 1 LEVELING RINGS Z 3/4' ROCK - (20' UPSTREAM) J . GASKET -N,.,. z couRSEs anw o • 6 CMRSES MAX) ►-+ ` s- x v PIPE TO MANHOLE C❑NNECTI❑N g a '. _ a TO BE NEOPRENE BOOT WITH I 24# I e O N 6' (TYP) :.a• STAINLESS STEEL ACCESSORIES _ o A. ' :::,•::.::::: 320 DOWNS O w J M FILL CONCRETE OR BRICK ( DOWNSTREAM) 8'•--- 4'-0' 1D -8' w k . W/TYPE I CEMENT MORTAR W Q SEE PIPE OPENING >Lj DETAIL (S-10) m w LQ 6' =MIN - - ---~ T ELEVATION (TYP) _ ;:-' :'••; . -.0. _' _.. ',..i 3' (MINIMUM) Q FILL CONCRETE OR BRICK W/TYPE 8 CEMENT MORTAR I } ELEVATION _ ELEVATION PIPE INVERT PIPE JOINT DETAIL AT MANHOLE SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS 6'-0' OR LESS Q NOTES W NOTES NOTE 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS _ 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 1. ALL MATERIALS' ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. PRODUCT LIST. ; - 3. 3/4' ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. Cl 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. Q 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. m - - W DRAWING DRAWING DRAWING INDIAN RIVER COUNTY MANHOLE OINDIAN RIVER COUNTY OINDIAN RIVER COUNTY MANHOLE EFFLUENT p DEPARTMENT OF DEPARTMENT OFPIPE OPENING DETAIL DEPARTMENT OF ' UTILITIES SERVICES ,► S L A B I O P S- 6 UTILITIES SERVICES S -1 O UTILITIES SERVICES ,► i5c I Nr L U E N T SHEET NO. w • 4 48 HOURS BEFORE DIGGING CALL TOLL FREE C-14 • w 1-800-02-4770 SE WER COLLECTION DETAI ND SPECIFICATIONS LSBRUCE SUNSHINE STATE ON CALL A. MO/A, FL. P.E. 7529 OF 20 S OF FLORIDA, INC. r NTS O DATE: FEB ® 4 2008 PROJECT NO. 06-1058 OO • 48 HOURS BEFORE DIGGING 4 LL n CATOLL FREE 180►D-432-4770 SUNSHINE STA TE ON CALL OF FLORIDA, INC. OF • N _ ELECTRIC CABLE HOLDER W/ STAINLESS STEEL -0•x 5'-0' DOUBLE LEAF ACCESS DOOR THE LIFT STATM VET WELL SIIALL CONFORM SINGLE LEAF ACCESS DOOR - HARDWARE AND STRESS RELIEF 'CHINESE FINGER' TO THE FaL ING SUE, ELECTRIC METE L-' - 1/4 CU. YD. CONCRETE -DEPTH 2'-0' EACH W/STAINLESS STEEL HARDWARE - _ aW/SAFETY CHAINS BOTH ENDS AND STAINLESS (2) 4'b STAINLESS STEEL OR ALUMINUM / ' STEEL HARDWARE. FOR DOOR SWING OPEN (TRUE 4' DIP VENT W/(2) DIP -4'x 90• BENDS X'xl' SS SUPPORT 'J' HOOK - - ORIENTATION) SEE PLANDI M 901 FDR CLARITY) f HETVELL ' hENSIQlS 1' WATER SERVICE LRE WITH REDUCED PRESSURE SCHEDULE 40 SUPPORT POST (SEE S-16) WITH STARLESS STEEL HARDWARE CLOTH R'QD, - - - (n 2 DEPTH (ft) MAI (ft) BAC*lOV PREVENTER AND WATER METER OUTSIDE TO BE PAINTED 1, _ SS UPPER GUIDE - / - 4i BRACKET W/S \ / ,O 0-10 6 LOCATION OF CONTROL PANEL TO BE 6• CONCRETE PA BOLTS - T. 4 E W/ - 1" 'CONCRETE PAD GFdADE ELEVATION -11-15 8 ,R ADE NO. 33 AT 12' (TYP.) I IsaErKlLe Bo Pvc `P APPROVED BY IRCDUS ELEVATION 10' w16_20 10 -_- 2' (MIN) ' 2' (MIN)of 21_2'5 f2FDR POYQt ANDAND WSTRIB£NTATD?r TO CONTROL PANEL 0MRE LENGM' ' . ».. `: re, 4'r.' ZDR AS APPROVED BY IRCDUS ENGI R. ^WET \ MALE DISCONNECT V `J N (ti STAINLESS STEEL BRACKET ANE `4'fTYP) 4' COUPLER (BRONZE) (2) 3/4' x 90• BEND WELL i : 8' I 5, , CON( OPENING ' 4, 12' -DC VERT + HATCH 3 -NCI. 5 ASSOCIATED HARDWARE TO ;' + HINGED SIDE HOSE BIBB HATCH HINGED SIDE Ld SUPPORT PUMP POWER CABLES z'' ': . _.re, ATE VALVE WITH BOL( ^ _3 J - SLOPE FILL GROUT _ 6•) 'x90' BEND ;.; B. i 4 FLEX CII G 'DIA SPOOL PIECE O Q 0 U SET PRECAST TOP SLAB 4 8' -DC HORZ TO CENTER OF PIT HDPE 4' C.V. W V GATE VALV : ,'t OPE1 T I- r*- T* , WITH BOX NON -M METALLIC GRON OUT €PUMP '. MOTOR _i ; Q In t.: ( I '. ` e' s p 12' H.• PRECAST .,,c• ir.& Qw CONCRETR SS GUIDE RADS BY DISCHARGEPIPE 44' DIP) Z S :. • ; » . • . CONTRACTOR AS PER t 1 r. Of -el MANHOLE RISER SECTIONS • TRAP .R :% 41+.;. • .,... :-1 -' `:`.`T i a r 4' DIP OR PVC O / 4' CV 4' PV 4' WYE MANUFACTURED IN ACCORDANCE PUMP EQUIPMENT := WITH ASTM C 475 MANUFACTURES SHS _{ DRAWINGS -,_____--SLOPE FLOOR TO DRAIN ELEV A' AT 1' PER FORT Z } CO m s :,• NEOPRENE BOOT L- NO S, 9' OC EW. EF. (STAW m ' COMPACT TO - 6' (MIN) 3/4' STONE 0 _ _ _ F ELEV ' 12' Y-4' 6'-O'x 6'-0' 1'-4' 98% MAXIMUM AROUND ALL STRUCTURES V l(n W Z W Q t - JJ r FLEX COUPLINGS , = 1 : _ , DENSITY < c) m 1: INFLUENT PIPE• 2' PVC VALVE BOX DRAIN Wfii P -TRAP LOCATED IN VETVELL O M F W (DIP OR PVC C-900) e• THE LIFT STATION MET WELL SHIALL zz 4- DDI ,- f W = FORCE MAIN (SHOWN 90' FOR CLARITY) (MIN) 'c' PAINT INSIDE AND OUTSIDE WALLS AIID UNDERSIDE ff' TOP SLA! COiORN TO THE FOLLDMING SIZE/ 0 .. U i''• ; OF WET WELL AND VALVE BOX W/ P COATS OF COAL TAR OW n ': RUBBER SEAL, FILL JOI T .. r'D' kr HETVELL IIHMMNS j E 4` CV 4' x 43• BEND W/GROUT N.; ELEV 'E' NO, 4, 6' OC IViM qq >rMtikR iItl L- - I X, ; A` " STAINLESS STEEL BOLTS AND 0-10 6 V J M GROUT CORNERS OF WET- 16' 16` ANCHORS FOR PUMP BASE ON r'•- . :: ... WELL (FULL CIRCLE) ? '" STAINLESS STEEL BASE PLATE 11-15 8 N c / j \-EMERGENCY PUMP OUT HEIGHT 2'-4' (TYP) r ' / - (SEE SECTION 8.07B) 16-20 10 w h N 4' DIP VENT W/(2) DIP _t_- I 4'x90• BENDS WITH STAINLESS HATCH HINGED SIDE -4-- ELEV 'G' 21-25 12 C.4 .- 04 STEEL HARDWARE CLOTH REQUIRED, • 'O r OUTSIDE TO BE PAINTED .::: • ..; ;4. •., I - . , • :• .; ...+ , ., ..:..: - NO, 4, 6. OC IN CENTER OR AS MPRDVED BY 1RC1!<)1S ETR Q n /^ , .• .;... • .,,,/" 1, e.?n:":' (SEE PUMP STATION f 6'(MIN) ao' ' ' 1• " ; ,, , •..: , f T _ R •.. :. GENERAL NOTES FOR WET ■ Q x boTEzr"q;''• y. •, .• a : 1 11 WELL WALL REINFORCING) NOTE t LL -2' PVC VALVE BOX DRAIN P N 1. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO - 1' 1. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO 0 O PLAN A 1 ♦ VIEW - PUMP STATION CONSTRUCTION. - 6' (MIN) 3/4' STONE t ELEVATION PUMP STATION CONSTRUCTION. - O O NO 5, 6' OC 4'x9Q• BENDS 2. SEE NOTES AND PLAN VIEW DRAWING NO S-13 AND 5 14 COMPACT TO NO. 5, 6' OC, E•W., E.F. 2. SEE NOTES AND PLAN VIEW DRAWING NO. S-13 AND S-14 (n / / M EACH WAY -EACH FACE 3. FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE - 987• MAXIMUM 3. FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE V V/1 ' DRAWINGS -15. a 0(RO 6'-0' (MINIMUM DIA) 2' (MIN) XT.S. OR NGS -15 to SCHEMATIC NOT INTENDED FOR CONSTRUCTION. 1. FOR ELECTRICAL DETAILS SEE DRAWING S-16. A. FOR ELECTRICAL DETAILS SEE DRAWING S -IS. Z (V INFLUENT PIP 5. STRUCTURE DIMENSIONS MAY VARY UPON APPROVAL BY THE SCHEMATIC, NOT INTENDED FOR CDNSTRUCTII]N, 6. STRUCTURE DIMENSIONS MAY VARY UPON APPROVAL BY THE - - n tD n _ SEE PROJECT DRAWINGS. - IRCDUS DUE TO BaYANCY COMPENSATION OR OTHER - SEE PROJECT DRAWINGS, IRCCUS DUE TO BOYANCY COMPENSATION OR OTHER (y / 10 N (DIP OR PVC C-900) - REQUIREMENTS. f REQUIREMENTS.\1 6. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. 6. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. 1 1 n v w i STAINLESS STEEL LIFTING BAILS SHALL BE USED. 7. STAINLESS STEEL LIFTING BAILS SHALL BE USED. - - 6. GRINDER PUMPS SHALL BE A MAXIMUM OF 10.0 HORSE POWER t GRINDER PUMPS SHALL BE A MAXIMUM OF 10.0 HORSE POWER - W wi v [ , UNLESS OTHERWISE APPROVED BY IRCDUS. - - T T'1 r7 - UNLESS OTHERWISE APPROVED BY IRCDUS, 06 DRAWING INDIAN ALT Rl Y L: R COUNTY 9. ELECTRICAL CONTROL PANAL SHALL CONFORM TO PUMP DRAWING JDL!'!1\ Rl RIVER C°UN COUNTY 9. ELECTRICAL CONTROL PANAL SHALL CONFORM TO PUMP - z A' = a NO. 11\ 1/1111 I TYPICAL PUMPING STATI ❑ N 10. SAFETY NET WITH SSCADA TAILESS STEEL HARUDWARE SHALL COVER N❑. TYPICAL PUMPING STATI ❑ N 10 SAFETY NET WITH STAILE SYSTEEL HARUDWARE SHALL COVER ' r a Lo DEPARTMENT OF WETWELLS DEPARTMENT OF r: WETWELLS 6" co 11. LINER FOR ALL WETWELLS SHALL BE HDPE OR FI£ERGALSS. 11. LINER FOR ALL WETWELLS SHALL SE HDPE OR FIBERGALSS 1 - T Tr f p` (PLAN) 12.FOR WETWELLS GREATER THAN 12' IN DAIMETER, TOTAL DEPTH 14 - 12. FOR WETWELLS GREATER THAN 12' IN DAIMETER, TOTAL DEPTH Z M S-13 UTILI I S SEL{, Y ICES * * \PLAN) CANNOT EXCEED 25'. - UTILITIES IES SERVICES * * `PLAN) - CANNOT EXCEED 25'. 13. LIFT STATION SHALL BE LOCATED IN A DEDICATED EASEMENT 13, LIFT STATION SHALL BE LOCATED IN A DEDICATED EASEMENT - WW N J 200' MINIMUM SETBACK FROM HOMES, CUL DE SAC 6 AWAY 200' MINIMUM SETBACK FROM HOMES, CUL DE SAC d AWAY M IL FROM SURFACE BODY WATER. FROM SURFACE BODY WATER. ■ . ■ L W C3 Z J o00 - J 3 W ZV) Z o PUMP STATION GENERAL NOTES RED COLOR FLASHING ALARM ANNUNCIATING LIGHT o Vr// W w_ LIGHT WITH CAGE (VISIBLE 2' (MIN) 1' (MIN) U W 1. CONTRACTOR SHALL TAKE NECESSARY PRECAU77ONS 360• IN AN UPRIGHT POSITIOME N NAPLATE AGA/NST FLOATA77ON OF WET WELL UN77L ALL BACK FILL (TYPICAL) + r ( )- IS IN PLACE. EMERGENCY GENERATOR 1' (MIN) FROM ' J RECEPTACLE SEE - 2'0 PRE-PUNCHEDCONTROL PANEL} ° ' ► ' i ' m 2. ALL CONCRETE SHALL ' BE CLASS A -A (4,000 PSI ELECTRICAL .' FOR PRECAST AND J,000 PSI FOR CAST C:3 - CONNECTION HOLE w UNLESS OTHERWISE SPEC/PIED. 1' (MIN) J FLOAT CONTROL 3liSTE1[ REINFORCED CONCRETE m w Q J. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED I W SLAB 6'THICK (MIN) ¢ 0 AND PLACED IN ACCORDANCE WITH ACI CODE SPLICES PUMPING STATION DATA TABLE RESET TM TM ET SILENCER F- ■ AND SHALL BE SIX (6) 77MES THE BAR DIAMETER } RUN INDICATING LIGHTS •" ' •r.•';' r:••,' • NUMBER SIZE OR 18" MINIMUM UNLESS OTHERWISE LIFT STATION NUMBER MOTOR CABLE (TYP) ® ® HOA ' 1 0 o NOTED STAG. SPL. TVP). PUMPING CAPACITY G,P.M, 16.8 r i' (MIN) - ••, .•• '`- CURB STOP C)4. ALL BACKFILL AROUND THE PUMP STATION SITE CQm1T107( TOTAL HEAD Ct) FEET 94.4 PANEL TO BE 304E N WATERTIGHT CONNECTOR ,': • !! • • SHALL BE COMPACTED ®98. DENS/TY, PER T-180 EFFICIENCY % el% W/NEOPRENE GLAND To STAINLESS STEEL ', ,..: G x6 10x10 WW MESH MATCH CABLE (FURNISHED EMERGENCY ❑R FIBERCRETE (TYP) 5CHAMFER EXPOSED CONCRETE EDGES ?" (TYP). , VM_ PUMPING CAPACITY G.P.M. -- WITH PUMP) 6. WET WELL WALL SHALL CONTAIN A MINIMUM OF .022 ' ATc TOTAL HEAD FEET -- Q TERMINAL FOR GENERATOR • . , crFmN EXTERNAL ALARMS :': . • ,: ' T❑ BE CONSTRUCTED ALARM HORN SQ IN/LINEAR FOOT REINFORCEMENT, EACH WAY TOP TO EFFICIENCY % - - ;'; ,, ` :' ;'.'`. PER ACI 318 (TYP) BOTTOM. PUMPING CAPACITY G,P.M. -- \ PLAN VIEW :: ', 7. ALL PIPING AT INE PUMP STA77ON S/7E SHALL BE SAY TOTAL HEAD ao FEET -- 4ATERt1GHT ca+ncTm \ 14 14 r0 RTU t REINF❑ICED CONCRETE SLAB v 1 CONDITD?I ?. •, RESTRAINED. EFFICIENCY % -- TURNISHED PUMP) a I 2 3 A L T E R N A T I V E g_ 8. ALL PUMPS AND PUMPING EQUIPMENT SEE IRCDUS 2' PVC CONDUIT TO STATION (MIN) y "•' 4'THICK (MIN) I MIN. SOLIDS PASS. IMPELLER INCHES 0' FRMT VIEW CONFIRM WITH PUMP MANUFACTURER 1' (MIN) APPROVED MANUFACTURERS PRODUCT LIST. PUMP MODEL NUMBER NO. 08D 60HZ 9. STAINLESS S7FEL CABLE HOLDER SHALL BE LOCAlFD PUMP IMPELLER INCHES 25.31' z , PROVIDE HUSHING TYPICAL CONTROL PANES i' (MIN) 1 12' (MIN) ON OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PUMP SPEED (DESIGN) R.P.M. 3405 TO FIT CABLE ` -Lu - PIPE. MOTOR NAMEPLATE H.P. H.P. 2.01 ® ' 10. BOUYANCY CALCULA77ONS SHALL BE REQUIRED FOR __ 1' (MIN) : - . Q MAX, PUMP BRAKE H.P. H.P. } r. ' •' ' • ' •' • ' ALL PUMP STA77ONS ALONG WITH THE REQUIRED PUMP MAX. NPSHR E SECONDARY FEET -- COUPLING CONTROL PANEL 3X ° •f ,, : •• , EMERGENCY STATION CAL MAX. MOTOR SPEED R.P.M. __ ADAPTER f (STAINLESS STEEu GENERATOR M 11. NO UNI -FLANGE PIPE CONNEC77ONS ALLOWED. __ INITIAL INFLUENT PEAK G.P.M. t2) 4' ALUMINUM '' •' PCH 40 SUPPORT ` `• `' '; 12. MAINTAIN MINIMUM OF 6" BETWEEN ANY PIPING, MIN. PUMP CYCLE TIME MINS. -- PVC CONDUIT 1 ;' O POSTS (TYP) + ' ; ; :' -; •' ' '; ' ' • r.,. ;,. • . 1' (MIN) \ TO STATIINJ / t t > ; . , . , ': ,... • ,. FITTINGS ETC. AND PRECAST CONCRETE. ALARM SIGNAL ON ELEV. ELEV'A• -- _;__ SERVICE DISCONNECT •' , , . •' • .; , INFLUENT PIPE INV, ELEV. ELEV.*B' CONNECTOR DETAIL METER L_ (STAINLESS STEEL) 1' (MIN) .• 13. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL • • -- ENCASED ' '• ''' : •r•. '» ' MANHOLES RECEIVING PUMPED SEWAGE. LAG PUMP ON ELEV ELEV'C'-- CURB STOP 14. PUMP STA77ON CONTROL PANEL SHALL BE PROVIDED LEAD PUMP ON ELEV. (+) ELEV,'D• -- PLAN VIEW 1' (MIN) FROM CONTROL PANEL--,:- ft-. " W774 APPROPRIATE LIGHTNING ARRESTOR. VER/FY ALL PUMPS OFF ELEVATION ELEV.'S• -- _ VARIES 1. ELECTRIC SERVICE SHALL BE 3 DRIVEN GROUNDS PER N.E.C. ALARM SIGNAL ON ELEV, ELEV'F• - PHASEMET I CONTROL PANEL 2' (MIN) _ ;: ` : ' : ? .:' .` •, REINFORCED 15. AN ACCESS DRIVE SHALL BE PROVIDED TO ALL BOTTOM OF WET WELL ELEV.'G' -- 2, ALARM HORN SHALL HE SEALED TO ALUMINUM UNISTRUT CONCRETE SLAB IRCDUS MAINTAINED LIFT STATIONS ALL ACCESS DRIVES PUMP MANUFACTURER ABS PREVENT LEAKAGE' D BRACING ` °' "< ";•,, 4'THICK (MIN) 3. CONTROL PANEL TO BE APPROVED + SERVICE REINFORCED CONCRETC SHALL BE A MIN/MUM OF 12' W/DE. IF FENCE IS No BY IRCDUS BEFORE INSTALLATION. DISCONNECT SLAB 6'THICK (MIN) : ; _-"'•:, • 4 ::A INSTALLED, GATE SHALL HAVE A 12' OPEN/NG. 4. REFER TO SECTION 8 FOR PUMPING G + (2) 4' ALUMINUM j ;', y R `. „ . • ` 16. ALL PROPOSED PRIVATE STA77ON OWNERS ARE TO STATION SPECIFICATIONS. - SCH 4o SUPPORT 1 -- SIGN AN AGREEMENT ACKNOWLEDG/NG STA77ON lS TO THE LIFT STATION WET WELL SHALL CONFORM 5. BOTTOM OF PANEL TO BE 28' TO POSTS (TYP),:''! •'' % .` .R ' ; 'ti " . * , n # 3/o BARE COPPER vDZE 1 (MIN) ' • . .r 12' MIN. REMAIN PRIVATE UNLESS SUBJECT STATION IS TO THE FOLLOWING SIZEI 34• ABOVE GROUND. GROUND CLAW CONS7RUC7ED TO IRCDUS STANDARDS WETWELL -)IMENSIONS 6. DISCONNECT BETWEEN METER AND + 4 IZ PUMPS SHALL BE DESIGNED TO PROVIDE A MINIMUM DEPTH (ft) zAmm(ft PANEL TO BE STAINLESS STEEL f- % :':'.'.;:';' TURN APRON - PUMP RUN TIME EQUAL TO HALF THE CYCLE TIME. 0-10 6 NON FusABLE. ; ''' " (TYPICAL) `K 18. PUMPS SHALL BE DESIGNED TO PROVIDE A MAXIMUM 1f -f5 8 7, ALL HARDWARE AND FASTENERS 2t MI - I POURED -1/4 10' -(MIN) r ., :;.cz CLEARANCE OF IFN FEET OUTS/DE OF LIFT STATION WET 16-20 10 TO BE STAINLESS STEEL. ' CONDUIT TO POWER UNDISTURBED SOD. ' 4 • ,•q %' . ` : ". WELL FOR FUTURE MAINTENANCE. 1-25 12 e, SPARE PARTS (SEE SECTION 8,05). POLE SEE SITE PLAN LE- - O - HAVE B/0 -CUBE ENGINEER. 9. CONTROL PANEL SHALL MEET THE ' • 5/ 1 PLAN VIEW 19. ALL RE PUMP STA77ONS SHALL OR AS APPROVED BY IRCDUS ENGI EE . REQUIREMENTS OF SERVICE ENTRANCE 12' MIN ODOR CONTROL SYSTEMS AS REQUIRED BY BY PROPERLY BONDING OR SHALL BE PVC TUBE ALTERNATIVE 'B' 10' (MIN) 10' (MIN) MANUFACTURER, AND APPROVED BY IRCDUS, UL SERVICE ENTRANCE RATED, 20. LIFT STA770N IS TO BE LOCATED IN A DEDICATED 10. CONTROL PANEL SHALL HAVE A DATA FRONET ELEVATIaI CONDUITS TO PUMPING NOTES U77L/TY EASEMENT, 200' AWAY FROM HOMES, CUL DE FLOW, FLOAT BY-PASS SWITCH. STATION (SEE PLAN) Q SACS AND SURFACE BODY WATER. 11. THE MAXIMUM HORSEPOWER RATING FOR 1. LOCATION OF CONTROL PANEL PER IRCDUS INSPECT❑R. 21. A SAFETY NET WI7H STAINLESS STEEL HARDWARE IS A Y4o VOLT LIFT EATERSTATIOTHASERN 20E IS 20 H.P. ANY PUMP SIZE GREATER THAN 20 H.P. NEEDS TYPICAL SERVICE ENTRANCE STRUCTURE 2, NATURAL GAS TO BE USED TO POWER GENERATOR IF AVAILABLE. REQUIRED FOR ALL WETWELLS A 480 VOLT SERVICE DRAWING DRAWING DRAWING INDIAN RIVER COUNTY TYPICAL PUMPING STATI❑N "°' INDIAN RIVER COUNTY TYPICAL PUMPING STATI❑N No, INDIAN RIVER COUNTY TYPICAL PUMPING STATION, -15 N0. DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF ' UTILITIES SERVICES * * (DATA TABLE & NOTES) S-15 UTILITIES SERVICES , (ELECTRICAL DETAILS) S-16 UTILITIES SERVICES ,► * (DETAIL SHEET-) Q DC1m7! aOOi , . AnwomC A ) - m 0 SHEET NO. C 15 t LIFTSTATION DETAILS ©BRUCE A. MOIA, FL E. 7529 OF 20 O N. T. S. DATE. FFR ® 2n9A PROJECT NO. 06-.1058 :. N SUBMERSIBLE WASTEWATER PUMPING STA TION A. GENERAL STA71ON SHALL BE COMPLETE KITH PUMPS, MOTORS, PIPING, VALVES, A.GENERAL ELECTRICAL WORK (INCLUDING MOTOR CONTROLS), STRUCTURE, CONNECTIONS 1. THE PUMPS SHALL BE TOTALLY SUBMERSIBLE CENTRIFUGAL PUMPS WITH B. OPERATION REQUIREMENTS AND APPURTENANCES, TESTED AND READY FOR SERVICE PRIOR TO THE CLOSE COUPLED MOTORS DESIGNED TO PUMP SEWAGE. THE DESIGN 1. THE CONTROL PANELS SHALL CONSIST OF A MAIN CIRCUIT BREAKER FIELD PA TING SIGN -OFF OR ACCEPTANCE BY IRCDUS. SHALL BE SUCH THAT THE PUMPING UNITS SHALL BE AUTOMATICALLY AND GENERATOR BREAKER WITH MECHANICAL INTERLOCK, AN A. THE PRIMER AND PAINT USED /N THE SHOP SHALL BE PRODUCTS OF B. THESE SPECIFICATIONS ARE INTENDED TO GIVE A GENERAL DESCRIPTION OF CONNECTED TO THE DISCHARGE PIPING WHEN LOWERED INTO PLACE ON EMERGENCY POWER RECEPTACLE, A MOTOR CIRCUIT PROTECTOR (MCP) THE SAME MANUFACTURER AS THE FIELD PAINT TO ASSURE REQUIREMENTS, BUT NOT ALL DETAILS, WHICH WILL VARY IN ACCORDANCE THE DISCHARGE CONNECTION. THE PUMPS SHALL BE EASILY AND MAGNETIC STARTER FOR EACH PUMP MOTOR, AND 15 AMPERE, 120 COMPATIBILITY WITH THE REQUIREMENTS OF THE EQUIPMENT AS OFFERED. /T /S, HOWEVER, REMOVABLE FOR INSPECTION OR SERVICE, REQUIRING NO BOLTS, NUTS VOLT CIRCUIT BREAKERS AS REQUIRED. A LOW AND HIGH LEVEL ALARM B. ALL NAMEPLATES SHALL BE PROPERLY PROTECTFDDURING.PAINTING. INTENDED TO COVER THE FURNISH/NG, THE SHOP TESTING, THE DELIVERY OR OTHER FASTENINGS TO BE REMOVED FOR THIS PURPOSE, OR NEED AND PUMP SHUTOFF SHALL BE ACCOMPLISHED BY FLOAT TYPE LIQUID N / AND COMPLETE INSTALLATION AND FIELD TESTING OF ALL MATERIALS, FOR PERSONNEL TO ENTER THE PUMP WELL. EACH PUMP SHALL BE LEVEL CONTROL SYSTEM, WITH ALL COMPONENTS MOUNTED IN ONE UFT STATION LINERS 2 . EQUIPMENT AND APPURTENANCES FOR THE COMPLETE PUMPING UNITS AS FITTED WITH A 316 STAINLESS STEEL LIFTING CABLE OF ADEQUATE COMMON ENCLOSURE. CONTROL SWITCHES SHALL PROVIDE MEANS TO A. THE LIFT STATION LINER SHALL MEET ALL REQUIREMENTS OF ASTM (11 HEREIN SPECIFIED, WHETHER SPECIFICALLY MENTIONED IN THESE STRENGTH, AND SHALL BE FIVE (5) FEET LONGER THAN WET WELL OPERATE EACH PUMP MANUALLY OR AUTOMATICALLY. WHEN OPERATED SPECIFICATIONS D-3753 FOR GLASS FIBER REINFORCED POLYESTER S SPECIFICA77ONS OR NOT. DEPTH CONTROL PANEL TO PERMIT RAISING THE PUMP FOR INSPECTION IN THE AUTOMATIC MODE, THE CONTROL ASSEMBLY SHALL PROVIDE MANHOLES OR LIFT STATIONS af o C. FOR ALL UN/TS THERE SHALL BE FURNISHED AND INSTALLED ALL NECESSARY AND REMOVAL. MEANS TO MANUALLY SELECT OR AUTOMATICALLY ALTERNATE THE B. LINERS SHALL BE INSTALLED AT ALL P LIFT STATIONS AND AS , Z AND DESIRABLE ACCESSORY EQUIPMENT AND AUXILIARIES, WHETHER POSITION OF THE "LEAD" AND "LAG" PUMPS AFTER EACH PUMPING REQUIRED BY INDIAN RIVER COON Y AR7MENT OF UTILITY SERVICES, N SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS OR NOT, AND AS 2. THE IMPELLER SHALL BE CONSTRUCTED OF NODULAR IRON SP. CYCLE. A THREE POSIT70N ALTERNATE SWITCH LABELED C. AFTER THE LIFT STATION LINT E A77ON HAS BEEN COMPLETED, THE REQUIRED FOR AN INSTALLA77ON INCORPORATING THE HIGHEST STANDARD THE HYDRAULIC DESIGN SHALL INCORPORATE SINGLE VANE CENTRIFUGAL "TEST -OFF -AUTO" SHALL BE PROVIDED TO MANUALLY SELECT WHICH LIFT STATION SHALL BE V/SU INSPECTED BY THE CONTRACTOR /N ^O J FOR 774E TYPE OF SERVICE, INCLUDING FIELD TESTING OF 774E EN77RE IMPELLER. THE DESIGN SHALL PERMIT LOW LIQUID VELOC177ES AND PUMP SHALL BE THE LEAD PUMP (WHEN NECESSARY), AND ALSO BE THE PRESENCE OF THE S REPRESENTATIVE. IN ADD/TION, AT + v INSTALLA77ON AND INSTRUCTING THE IRCOUS'S REGULAR OPERA77NG GRADUAL ACCELERA770N AND CHANGE OF FLOW DIRECTION OF THE ABLE TO TEST THE ALTERNATOR TO SEE IF IT IS S77LL OPERA77ONAL. THE COUNTY'S REQUEST, E CONTRACTOR WILL BE REQUIRED WITHIN H to N PERSONNEL IN THE CARE, OPERA77ON AND MAINTENANCE OF ALL EQUIPMENT. PUMPED MEDIA. THE IMPELLER/CASING DES/GN SHALL RESULT IN A 2, A FLOAT TYPE LIQUID LEVEL CONTROL SYSTEM SHALL CON77N000SLY ONE YEAR TO VISUALLY INSPECT THE LIFT STATIONS THAT WERE LINED. Q 4z) D. A MANHOLE SHALL BE CONSTRUCTED 20' UPSTREAM OF A LIFT STATION. PASSAGE FREE OF SURFACES TO WHICH SOLID OR FIBROUS MATERIALS MONITOR WET WELL LIQUID LEVEL AND CONTROL OPERAT70N OF THE ANY WORK THAT HAS BECOME DEFECTIVE SHALL BE REDONE BY 774E o p 2af THERE SHALL BE ONLY ONE PIPE CONNEC77ON FROM THIS MANHOLE TO THE CAN ADHERE. THE OVERALL PUMP DES/GN SHALL COMBINE HIGH LOW-LEVEL CUTOFF FOR THE PUMPS, AND SHALL OPERATE ON A CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE COUNTY. O LIFT STA 770N. 774E PIPE BETWEEN THE LIFT STATION AND MANHOLE SHALL EFFICIENCY, LOW REQUIRED NPSH, LARGE BALL PASSAGE AND THE 24 -VOLT CIRCUIT. BE SDR -26 OR C-900 PVC PIPE. UNLESS THE DOWNSTREAM INVERT IS >16 ABILITY TO HANDLE HIGH SOLIDS CONCENTRATIONS EFFICIENTLY. ALL J. AN UNFUSED SAFETY SWITCH SHALL BE INSTALLED BETWEEN THE METER BELOW GRADE IN WHICH CASE DUC77LE IRON PIPE WILL BE REQUIRED IN 07HER PARTS SHALL BE OF CLOSE GRAIN GRAY IRON CONSTRUCTION, AND PANEL. THIS SWITCH SHALL BE IN A NEMA 3R, UL RATED, WASTEWATER PUMPING STATIONS INTO CONTACT 1N SEWAGE PROTECTED BY A WIA. AN RTU SHALL BE INCLUDED . IN ALL REGIONAL PUMP STATIONS . Z r 5-: m ACCORDANCE WITH THESE SPECIFICATIONS WI1N ALL PARTS COMING KITH STEEL WATERPROOF ENCLOSURE, AND SHALL BE BY SQUARE IDENTIFIED BY INDIAN RIVER COUNTY WASTEWATER MASTER PLAN AND m COAT OF RUBBER -ASPHALT PAINT. ALL EXTERNAL BOLTS AND NUTS D OR EQUAL. AMPERAGE SHALL BE AT LEAST EQUAL TO THAT TO THE /N ALL SUBREG/ONAL/REMOTEL Y LOCATED PUMPING STATIONS AS U w Z w Q D SCR/PTION OF SYSTEMS SHALL BE OF STAINLESS STEEL. THE IMPELLER SHALL BE OF A . MAIN BREAKER. O PRISED OF CONCRETE WET WELL, CONCRETE CENTRIFUGAL TYPE, CAPABLE OF PASSING 3 -INCH MINIMUM DIAMETER REQUIRED BY THE INDIAN RIVER COUNTY U71U7TES DEPARTMENT. Q 0 v m 774E PUMP STA77ON SHALL BE C M B. WASTEWATER PUMPING STATIONS SHALL BE DESIGNED FOR PEAK o N w VALVE PIT, RTU, A T LEAST TWO SUBMERSIBLE WASTEWATER PUMPS, CONTROLS, SOLIDS, FIBROUS MATERIAL AND HEAVY SLUDGE. G. CONSTRUCTIONui ' EA ULTIMATE DEVELOPMENT FLOW FROM ALL CONTRIBUTORY AR DISCHARGE PIP/NG AND ALL APPURTENANCES AS SPECIFIED HEREIN OR NEEDED.MASTERm v AW UNSCREENED DOMESTIC WASTEWATER INTO A J. EACH PUMP SHALL BE PROVIDED WITH A TANDEM DOUBLE MECHANICAL 1. 774E ELECTRICAL CONTROL EQUIPMENT SHALL BE MOUNTED WfTH/N A ACCORDANCE WITH THE INDIAN RIVER COUNTY WASTEWATER THE PUMP STATION WILL PUMP R SEAL RUNNING IN AN OIL RESERVOIR, COMPOSED OF TWO SEPARATE PLAN. DES/GN AVERAGE DAILY FLOW AND PEAK HOUR FLOW SHALL BE FORCE MANN. MODIFIED NEMA 3R, UL RATED, STAINLESS STEEL, DEAD FRONT AS SET FORTH IN SUBSECTION 11.01. LAPPED FACE SEALS, EACH CONSISTING OF ONE STATIONARY AND ONE ENCLOSURE. THE ENCLOSURE SHALL BE EQUIPPED WITH A DOOR AND F QUAL/fICATION ROTA77NG TUNGSTEN -CARBIDE OR SIL/CON CARBIDE RING KITH EACH MAY INCORPORATE A REMOVABLE BACK PANEL ON WH/CH CONTROL C. DESIGN OF PRI VA TE LIFT STA TIONS SHALL MEET IRCDUS DESIGN N U) `D 0 PAIR HELD IN CONTACT BY A SEPARATE SPRING, SO THAT INE OUTSIDE STANDARDS AND SHALL BE AS APPROVED BY IRCDUS. W to A. TO ASSURE UNITY OF RESPONSIBILITY, THE MOTORS AND CONTROL SYSTEM COMPONENTS SHALL BE MOUNTED. BACK PANEL SHALL BE SECURED D. AT LEAST 2 PUMPS SHALL BE PROVIDED FOR STA77ONS HANDLING 04 SHALL BE FURNISHED AND COORDINATED BY THE PUMP MANUFACTURER. PRESSURE ASS/STs SPRING COMPRESSION IN PREVENTING THE SEAL TO ENCLOSURE WITH COLLAR STUDS. ALL LINES ENTERING THE r 04 FROM OPENING. 774E COMPRESSION SPRING SHALL BE PROTECTED DIAPHRAGM TYPE SEALS AT THE FLOWS OF 700 GALLONS PER MINUTE" (GPM) OR LESS A MINIMUM OF Q n M THE ENG/NEER OF RECORD SHALL ASSUME RESPONSIBILITY FOR THE FACES F ENCLOSURE SHALL BE PROTECTED BY D _ SA77SFACTORY INSTALLATION AND OPERA77ON OF THE EN77RE PUMPING AGAINST EXPOSURE TO THE PUMPED LIQUID. THE PUMPED LIQUID SOURCE AND SHALL BE BEHIND THE DEAD FRONT ENCLOSURE, 3 PUMPS SHALL BE PROVIDED IN STATIONS WHERE PEAK DES/GN FLOW SYSTEM, INCLUDING PUMPS, MOTORS, AND CONTROLS AS SPECIFIED. SHALL BE SEALED FROM THE OIL RESERVOIR BY ONE FACE SEAL AND ENTERING FROM THE SIDE OR BOTTOM ONLY. THE SEALS SHALL EXCEEDS 700 GPM. IN ALL CASES, STANDBY PUMPING CAPABILITY Q U u . COVERED BY THESE SPECIFICA770NS ARE INTENDED TO BE THE 0/L RESERVOIR FROM THE MOTOR CHAMBER BY THE OTHER. THE PREVENT MOISTURE FROM ENTERING THE ENCLOSURE. TWO SHALL BE PROVIDED SUCH THAT /F ANY ONE PUMP IS OUT OF SERVICE, U U o B. 774E PUMPS CO SEALS SHALL REQUIRE NEITHER MAINTENANCE OR ADJUSTMENT AND AN ALTERNATE UNIT IS AVAILABLE AT EQUAL OR GREATER CAPACITY. O M STANDARD PUMP/NG EQUIPMENT OF PROVEN ABILITY AS MANUFACTURED BY CROUSE -HINDS TYPE "CGB" CABLE CONNECTORS, OR EQUAL, SHALL BE E. THE SEWAGE PUMP SYSTEM SHALL BE CAPABLE OF PUMPING DESIGN Z (q SHALL BE EASILY REPLACED. CONVENTIONAL DOUBLE MECHANICAL A REPUTABLE MANUFACTURER HAVING EXTENSIVE EXPERIENCE IN INE PROVIDED TO TERMINATE THE MOTOR CABLES IN INE CONTROL PANEL. PEAK FLOW AT MAX/MUM COMPUTED SYSTEMS TOTAL DYNAMIC HEAD, Z ( rn N PRODUCTION OF SUCH PUMPS THE PUMPS FURNISHED SHALL BE DESIGNED, SEALS NG A SINGLE SPRING BETWEEN THE ROTATING FACES, THE CONNECTORS SHALL BE SUITABLE FOR A 2" CONDUIT WITH A — CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE BEST PRACTICE REQUIRING CONSTANT DIFFERENTIAL PRESSURE TO EFFECT SEALING AND NEOPRENE BUSHING SUITABLE FOR THE MOTOR CABLES SUPPLIED. AND SHALL BE COORDINATED WITH FORCE MANN SYSTEM SIZING. ! SUBJECT TO OPENING AND PENETRATION BY PUMPING FORCES, SHALL F. PUMPS SHALL BE CAPABLE OF PASSING SPHERES OF AT LEAST 3 W Q v AND METHODS, AND SHALL OPERATE SATISFACTORILY WHEN INSTALLED. NOT BE CONSIDERED EQUAL TO TANDEM STEEL SPECIFIED AND INCHES IN DIAMETER, AND PUMP SUCTION AND DISCHARGE PIPING SHALL w r- _ PUMPS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE HYDRAULIC REQUIRED. 2. COMPONENTS MOTOR STARTERS AND BE AT LEAST 4 INCHES IN DIAMETER. °- INS77TU7E STANDARDS. A. ALL MOTOR BRANCH CIRCUIT BREAKERS, G. WET WELLS SHALL BE A MINIMUM OF 4 FEET /N DIAMETER AND SIZED _ Z a C THE CONTROL SYSTEM SHALL HAVE AN ESTABLISHED RECORD OF 4. A SLIDING GUIDE BRACKET SHALL BE AN INTEGRAL PART OF THE CONTROL RELAYS SHALL BE OF HIGHEST INDUSTRIAL QUALITY, SUCCESSFUL PERFORMANCE FOR SIMILAR SERVICE AND BE APPROVED BY SECURELY FASTENED TO THE REMOVABLE BACK PANELS WITH A PROVIDE A MINIMUM PUMP CYCLE TIME OF FI MINUTES. - U rn PUMPING UNIT, AND THE PUMP CASING SHALL HAVE A MACHINED ADDITIONALLY, WHET WELLS SHALL PROVIDE SUFFICIENT SPACE FOR Z o M IRCDUS CONNECTING FLANGE TO CONNECT WITH THE CAST IRON DISCHARGE SCREWS AND LOCK WASHERS BACK PANELS SHALL BE TAPPED INSTALLED EQUIPMENT AND REQUIRED SUCT70N PIPE SUBMERGENCE AND W W _ N D. ALL EQUIPMENT FURNISHED UNDER THIS SPECIFICATION SHALL BE NEW, AND CONNECTION, WHICH SHALL BE BOLTED TO THE FLOOR OF THE SUMP TO ACCEPT ALL MOUN77NG SCREWS. SELF -TAPPING SCREWS SHALL BE THE STANDARD PRODUCT OF MANUFACTURERS HAVING A SPACING. THE WET WELL FLOOR SHALL HAVE A MINIMUM SLOPE OF C a ui THE EQUIPMENT WITH STAINLESS STEEL ANCHOR BOLTS AND SO DESIGNED AS TO SHALL NOT BE USED TO MOUNT ANY COMPONENT. ONE-TO-ONE TO THE HOPPER BOTTOM. W Z G m Z SUCCESSFUL RECORD OF MANUFACTURING AND SERVICING Q B. A THERMAL -MAGNETIC AIR CIRCUIT BREAKER, AS MANUFACTURED H. A SEPARATE VALVE VAULT SHALL BE PROVIDED TO HOUSE 774£ GATE 7 0 A MINIMUM OF FIVE 5 YEARS RECEIVE THE PUMP CHE PUMPING 10N UNITS N TS 774E NEED OF ANY BOLTS OR BY SQUARE D COMPANY, OR APPROVED EQUAL, SHALL BE Z o m AND SYSTEMS SPECIFIED HEREIN FOR O NUTS:. SEALING OF 774E PUMPING UNI Ts TO THE SIMPLE LINEAR VALVES, CHECK VALVES, AND THE EMERGENCY PUMP CONNECTION. THE E. THE PUMPS SHALL BE FURNISHED COMPLETE WI7N CONTROLS AND DOWNWARD MOTION OF THE PUMP, WI7N THE EN77RE WEIGHT OF THE FURNISHED FOR THE MAIN BREAKER. ALL CIRCUIT BREAKERS VAULT SHALL BE OF SUFFICIENT SIZE TO ALLOW FOR INSTALLATION, J ACCESSORIES REQUIRED, AND SHALL BE AS ON THE APPROVED SHALL BE SEALED BY THE MANUFACTURER AFTER CALIBRA77ONI TO REMOVAL, AND MAINTENANCE OF THE VALVES. THE BOTTOM OF THE ' MANUFACTURER'S PRODUCT LIST. GRINDER PUMPS SHALL BE PERMITTED FOR PUMP UNIT GUIDED BY TWO (2) TYPE 316 L STAINLESS STEEL GUIDES PREVENT TAMPERING. AN MCP SHALL BE PROVIDED FOR EACH f0.0 HP OR LESS UNLESS OTHERWISE APPROVED BY IRCDUS'S OR T -BARS, WHICH WILL PRESS IT TIGHTLY AGAINST THE DISCHARGE MOTOR STARTER. EACH MCP SHALL BE ADEQUATELY SIZED TO VALVE VAULT SHALL BE A MINIMUM OF 12" ABOVE HIGH WATER LEVEL. Z z m PUMPS CONNEC710N OR A SINGLE 316 L STAINLESS STEEL GUIDE, WITH A THE WET WELL ELEVATION, ALONG WITH THE VALVE VAULT TOP W ZO o N ENGINEER. THREE PHASE ELECTRICAL POWER WILL BE REQUIRED FOR ALL LOCKING GUIDE RAIL BASE AS APPROVED BY UTILITY. NO PORT70N OF MEET THE PUMP MOTOR AND STATION OPERATING CONDITIONS. ELEVATION, SHALL BE A MINIMUM OF 12 INCHES ABOVE THE STATIONS. 120 240 VOLT SERVICE WILL BE REQUIRED FOR PUMP C. AN OPEN FRAME, ACROSS-7HE-LINE, NEMA RATED, MAGNETIC C) > PUMPING / THE PUMP SHALL BEAR DIRECTLY ON THE FLOOR OF THE SUMP, AND MOTOR STARTER CLASS 8536 AS MANUFACTURED BY SQUARED ASSOCIATED ELEVATIONS SHOWN ON THE FIRM (FLOOD RATE INSURANCE W m STATIONS UP TO 25HP. 277/480 VOLT SERVICE WILL BE REQUIRED FOR NO ROTARY MOTION OF THE PUMP SHALL BE REQUIRED FOR SEALING. MAP). J PUMP STATIONS LARGER THAN 25HP. COMPANY, OR APPROVED EQUAL, SHALL BE FURNISHED FOR EACH o 5 PUMP MOTORS SHALL BE HOUSED IN AN A/R -FILLED WA7ER17GHT PUMP MOTOR. REDUCED VOLTAGE MOTOR STARTERS, CLASS 8606, 1. LIFT STATION CALCULA77ON CHECKLIST (ALL ASSUMP77ONS SHALL BE m CASING. MOTORS SHALL BE A NEMA DESIGN WITH A IAT SERVICE AS MANUFACTURED BY SQUARE D COMPANY OR APPROVED EQUAL, LISTED IN CALCULA77ONS AND /N AN ORDERLY FASHION) w w OPERATING INSTRUCTIONS ARE REQUIRED FOR ALL 30 HP AND LARGER MOTORS. ALL MOTOR 1. DES/GN FLOW O z A. OPERATING AND MAINTENANCE MANUALS SHALL BE FURNISHED. THE FACTOR. INSTALLATION SHALL BE MOISTURE -RESISTANT NEMA CLASS F STARTERS SHALL BE EQUIPPED TO PROVIDE UNDER -VOLTAGE 2. DOWNSTREAM FORCE MAIN SIZE m w MANUALS SHALL BE PREPARED SPECIFICALLY FOR THIS INSTALLATION AND WITH A MAXIMUM TEMPERATURE RISE OF 90 DEGREES CELSIUS ABOVE RELEASE AND OVERLOAD PROTECTION ON ALL THREE PHASES J. TOTAL DYNAM,C HEAD PUMPS MUST EXCEED SYSTEM HEAD CURVE SHALL INCLUDE ALL REQUIRED CUTS, DRAWINGS, EQUIPMENT LISTS, AMBIENT TEMPERATURE (40 DEGREES CELSIUS). MOTOR 4. PUMP SELF DESCRIPTIONS, ETC., THAT ARE REQUIRED TO INSTRUCT OPERATING AND CHARACTERISTICS ARE NOTED ON THE DRAWINGS. PUMP MOTORS MOTOR STARTER CONTACTS SHALL BE EASILY REPLACEABLE 5 A. WET EMAKE, MODEL, HP, IMPELLER WELL DIMENSIONS O MAINTENANCE PERSONNEL UNFAMILIAR WITH SUCH EQUIPMENT. THE NUMBER SHALL HAVE COOLING CHARACTERISTICS SUITABLE TO PERMIT WITHOUT REMOVING THE MOTOR STARTER FROM ITS MOUNTED B. OPERATING CYCLE AND DRAWDOWIV TIME Ln AND SPECIAL REQUIREMENTS SHALL BE AS SPECIFIED BY THE COUNTY. CONTINUOUS OPERATION, IN A TOTALLY, PARTIALLY OR NONSUBMERGED POSITION. OVERLOAD RESET PUSH -BUTTONS SHALL BE LOCATED 6. BUOYANCY COMPUTATIONS Lo coB. A FACTORY REPRESENTA77VE OF ALL MAJOR COMPONENT CONDITION. EACH MOTOR SHALL INCORPORATE AN AMBIENT ON THE INSIDE OF THE CONTROL PANEL. A. BUOYANT FORCE N MANUFACTURERS, WHO HAS COMPLETE KNOWLEDGE OF PROPER TEMPERATURE COMPENSATED OVERHEAT SENSING DEVICE ANDA B. DOWNWARD FORCE OPERA77ON AND MAINTENANCE, SHALL BE PROVIDED FOR ONE 0 FULL DAY MOISTURE SENDING DEVISE WIRED IN SERIES THE PROTECTIVE DEVICES J. -OPERATING CONTROLS AND INSTRUMENTS C. SAFETY FACTOR TO INS 7RUCT REPRESEN TA 77 VES OF THE OWNER AND THE ENGINEER ON SHALL BE WIRED INTO THE PUMP CONTROLS IN SUCH A WAY THAT IF' A. ALL OPERATING CONTROLS AND INSTRUMENTS SHALL BE SECURELY D. DEPTH TO WATER TABLE PROPER OPERATION AND MAINTENANCE. IF 77-IERE ARE DIFFICULTIES IN EITHER DEVICE OPERATES, THE PUMP WILL SHUT DOWN. THE DEVICES MOUNTED ON THE CONTROL COMPONENT DOOR. ALL CONTROLS Z DOCUMENTATION. DESIGNER NAME, DATE, DES/GN FIRM, INDIAN OPERA77ON OF 774E EQUIPMENT DUE TO THE MANUFACTURER'S DESIGN OR SHALL BE SELF RESETTING. THE CABLE SHALL BE FIXED TO THE PUMP AND INSTRUMENTS SHALL BE CLEARLY LABELED TO INDICATE RIVER COUNTY PROJECT NUMBER, PROJECT NAME, DESIGNER NAME FABRICATION, ADD177ONAL SERVICE SHALL BE PROVIDED AT NO COST TO 774E USING A WATER77GHT TRUMPET ASSEMBLY. THE PUMP SHALL BE FUNCTION. OF REVISIONS OWNER. CAPABLE OF RUNNING CON77N000SLY IN A TOTALLY DRY CONDIT70N B. PUMP MODE SELECTOR SWITCHES SHALL BE HAND -OFF -AUTO TYPE UNDER FILL LOAD, WITHOUT DAMAGE, FOR EXTENDED PERIODS, BEFORE TO PERMIT OVERRIDE OF AUTOMATIC LEVEL CONTROL AND MANUAL PUMP CONTROL SYSTEM (&WO7F TRANSMITTER SYSTEM TOOLS AND SPARE PARTS FINAL ACCEPTANCE, A FIELD RUNNING TEST DEMONSTRATING THIS ACTUATION OF SHUTDOWN OF EITHER PUMP MOTOR. OPERA77ON A REMOTE TELEMETRY UNIT SHALL BE SUPPLIED WITH THE PUMP CONTROL A. ANY SPECIAL TOOLS REQUIRED SHALL BE PROVIDED. ABILITY, W177-1 4 HOURS OF CONTINUOUS OPERATION UNDER THE ABOVE OF PUMPS IN MANUAL MODE SHALL BYPASS ALL SAFETY SYSTEM. THE REMOTE TELEMETRY UNIT SHALL BE CAPABLE OF ` J B. THE MANUFACTURER SHALL FURNISH A COMPLETE SET OF RECOMMENDED CONDITIONS, SHALL BE PERFORMED FOR ALL PUMPS BEING SUPPLIED, IF SHUTDOWN CIRCU17S EXCEPT PUMP MOTOR OVERLOAD SHUTDOWN. ACQUIRING ANALOG AND DISCRETE DATA FOR TRANSMISSION TO THE SPARE PARTS NECESSARY FOR THE FIRST THREE (3) YEARS OF OPERA77ON REQUIRED BY THE OWNER. PUMP MOTOR CABLES SHALL BE SUITABLE SWITCHES SHALL BE OIL-77GHT, AS MANUFACTURED BY SQUARE D, CENTRAL TELEMETRY UNIT. THE R.T.U. SHALL ALSO BE CAPABLE OF O OF THE PUMPING SYSTEM, WHICH SHALL INCLUDE AT LEAST THE FOLLOWING: FOR SUBMERSIBLE PUMP APPLICAT70NS AND SHALL BE PROPERLY OR APPROVED EQUAL, PROVIDING THREE (3) SWITCH POSITIONS, RECEIVING INSTRUCTIONS FROM THE C.T.U. FOR THE OPERATION OF THE O SEALED.. EACH OF WHICH SHALL BE CLEARLY LABELED ACCORDING TO PUMPS THE R. T. U., PUMP CONTROL MODULE RADIO INTERFACE MODULE SET OF UPPER BEARINGS FUNCTION. SEPARATE INDICATOR LAMPS, WHICH SHALL OPERATE POWER SUPPLY WITH BATTERY BACKUP, CABLE AND ANTENNA SHALL 6. MOTOR WINDINGS SHALL BE TREATED WITH A MILDEW PREVENTA77VE. 2. 1 - SET OF LOWER BEARINGS AT 115 VOLTS INPUT, SHALL BE PROVIDED MOUNTED ABOVE H.O.A. BE MODEL NO. AYCE 2002, 1, 2 OR 3 DEPENDING ON STATION Q Q B. EACH PUMPING UNIT AND ITS DRIVING EQUIPMENT SHALL BE J. 1 - SET OF UPPER AND LOWER SHAFT SEALS SELECTOR SWITCHES LAMPS SHALL BE EASILY REPLACEABLE PHASING, AS SUPPLIED BY TERA SYSTEMS, INT. 4. 1 WI RELAY AND PHASE MON/TOR FOR EACH TYPE SUPPLIED TH DESIGNED AND CONSTRUCTED TO WITHSTAND THE MAX/MUM FROM TIME FRONT OF THE CONTROL COMPARTMENT DOOR WITHOUT - V) THE PUMP CONTROL PANEL FOR EACH STA77ON TURBINE RUNAWAY SPEED OF THE UNIT DUE TO BACKFLOW REMOVING SWII SWITCH MODULES FROM THEIR MOUNTED POSITIONS. ` 5. 1 - SPARE IMPELLER (5 SPARE IMPELLERS FOR GRINDER PUMPS) THROUGH THE PUMP. C. INDICATOR LAMPS SHALL BE MOUNTED IN 0/L -TIGHT MODULES, AS C. PERFORMANCE REQUIREMENTS FOR PERFORMANCE MANUFACTURED BY SQUARE D, OR APPROVED EQUAL. LAMP ~ 6. 1 PUC -001 PUMP CONTROL MODULE FOR RTU , REFER TO DATA TABLE DRA WING NO. S-15INPUT I • , 7. 1 - BACK PACK RADIO FOR TAC PACK REQUIREMENTSMODULES SHALL BE EQUIPPED TO OPERATE AT 115 VOLT INPUT. - LAMPS SHALL BE EASILY REPLACEABLE FROM THE FRONT OF THE J C. SPARE PARTS SHALL BE PROPERLY BOUND AND LABELED FOR EASY EL('rFSS FRAMES AND GUIDES CONTROL COMPARTMENT DOOR WITHOUT REMOVING LAMP MODULE IDEN77FICA77ON WITHOUT OPEN/NG THE PACKAGING, AND SUITABLY PR07EC7E"D A. THE PUMPING STAT70N SHALL BE FURNISHED WITH THE NECESSARY FROM ITS MOUNTED POSITION. v 1 FOR LONG-TERM STORAGE. ALUMINUM ACCESS FRAMES, COMPLETE HINGED AND HASP -EQUIPPED COVERS, D. A SIX (6) DIGIT, NON -RESET ELAPSED 77ME METER SHALL BE STAINLESS STEEL. UPPER GUIDE HOLDER, POWER CABLE HOLDER AND LEVEL CONNECTED TO EACH MOTOR STARTER TO INDICATE THE TOTAL = W RRARRA ANTY SENSOR CABLE HOLDER. THE FRAMES SHALL BE SECURELY MOUNTED ABOVE RUNNING 77ME OF EACH PUMP /N "HOURS" AND "TENTH OF A. ALL EQUIPMENT SUPPLIED UNDER THIS SEC77ON SHALL BE WARRANTED FOR A THE PUMPS DOORS SHALL HAVE SAFETY LOCKING HANDLES IN OPEN HOURS." THE ELAPSED TIME METERS SHALL BE BULLETIN 705, HK PERIOD OF ONE (1) YEAR BY THE CONTRACTOR AND 774E EQUIPMENT POSIRON. DOORS SHALL BE OF ALUMINUM CHECKERED PLATE WITH MANUFACTURERS WARRANTY PERIOD SHALL COMMENCE ON FINAL DATE STAINLESS STEEL HINGES AND HARDWARE. THE ACCESS COVER AND FRAME SERIES AS MANUFACTURED BY EAGLE SIGNAL, OR APPROVED WHEN PROJECT IS ACCEPTED BY THE COUNTY. SHALL BE AS SIZED ON THE DRAWINGS EQUAL. B. THE EQUIPMENT SHALL BE WARRANTED TO BE FREE FROM DEFECTS IN B. LOWER GUIDE HOLDERS SHALL BE INTEGRAL WITH THE DISCHARGE SHOP PA/N1ING WORKMANSHIP, DESIGN AND MATERIALS IF ANY PART OF 7HE. EQUIPMENT CONNECTION. GUIDE BARS OR T -BARS SHALL BE OF SCHEDULE 40, 2" WELDED A. BEFORE EXPOSURE TO WEATHER AND PRIOR TO SHOP PAINTING, ALL O SHOULD FAIL DURING THE WARRANTY PERIOD, IT SHALL BE REPLACED IN THE 304L, STAINLESS STEEL PIPE OF THE SIZE INDICATED ON THE DRAWINGS AND OF SURFACES SHALL BE THOROUGHLY CLEANED, DRY AND FREE FROM ALL ` THE LENGTH REQUIRED BY THE PUMP MANUFACTURER.PUMP _ MACH/NE(S) AND THE UNIT(S) RESTORED TO SERVICE AT NO EXPENSE TO MILL SCALE, RUST, GREASE, DIRT AND OTHER FOREIGN MATTER. THE IRCDUS. B. ALL PUMPS AND MOTORS SHALL BE SHOP PR/MED, WITH PRIMER C. THE MANUFACTURER'S WARRANTY PERIOD SHALL RUN CONCURRENTLY WITH CONTROL SYSTEM allNS MOTE TRANSM/TIER UN/T) COMPATIBLE WITH FIELD PAINTING. THE CONTRACTOR'S WARRANTY PERIOD. NO EXCEPTION TO THE PROVISION (SEE DETAIL DRAWINGS S-16) C. ALL NAMEPLATES SHALL BE PROPERLY PROTECTED DURING PAINTING. SHALL BE ALLOWED. A. GENERAL D. GEARS, BEARING SURFACES, AND OTHER SIMILAR SURFACES OBVIOUSLY J 1. A PUMP CONTROLLER SHALL BE PROVIDED FOR THE WASTEWATER NOT TO BE PAINTED SHALL BE GIVEN A HEAVY SHOP COAT OF GREASE - ND EQUIPMENT PUMPING STA 770N. MATER/ALS ATHE CONTROLLER SHALL RESPOND TO THE LIQUID OR OTHER SUITABLE RUST -RESISTANT COATING. THIS COATING SHALL Q MA PUMPING UNITS REQUIRED UNDER THIS SEC77ON SHALL BE COMPLETE, LEVEL SENSOR TO AUTOMATICALLY START AND STOP PUMPS TO PACE BE MAINTAINED AS NECESSARY TO PREVENT CORROSION DURING A. SO AND BALANCING PUMP STAT70N INFLUENT FLOW, AND SHALL BE APPROVED BY INDIAN PERIODS OF STORAGE AND ERECTION, AND SHALL BE SA77SFACTORY TO INCLUDING PUMPS AND MOTORS WITH PROPER ALN 774E IND/DAL UNITS ALL PARTS SHALL AL SO DESIGNED AND. RIVER COUNTY DEPARTMENT OF UTILITY SERVICES THE ENGINEER UP TO THE TIME OF FINAL ACCEPTANCE TEST. PROPOR170NE0 AS TO HAVE LIBERAL STRENGTH, STAB/CITY, AND STIFFNESS, 2. .THE PUMP CONTROLLER SHALL BE THE STANDARD SYSTEM OF THE AND TO BE ESPECIALLY ADAPTED FOR THE WORK TO BE DONE. AMPLE ROOM MANUFACTURER AS MODIFIED FOR THIS APPLICATION. THE WET WELL SHALL BE PROVIDED FOR INSPECTION, REPAIRS, AND ADJUSTMENTS. LEVELS TO BE USED IN OPERA77ON ARE AS SHOWN ON DETAIL B. EACH FOUNDA77ON PLATE FOR EACH PUMP SHALL BE RIGIDLY AND DRAWINGS S14 AND S15 ACCURATELY ANCHORED INTO POS/TION. ALL NECESSARY FOUNDA77ON BOLTS, PLATES, NUTS, AND WASHERS SHALL BE FURNISHED BY THE PUMP MANUFACTURER FOR INSTALLA77ON BY THE CONTRACTOR. EACH FOUNDA77ON PLATE SHALL BE 1/2", THICK TYPE 304 STAINLESS STEEL. FOUNDA77ON BOLTS, NUTS, WASHERS, AND SPARE PARTS SHALL BE TYPE 304 STAINLESS W STEEL. C. STAINLESS STEEL NAMEPLATES GIVING THE NAME OF THE MANUFACTURER, HEAD, SPEED, AND ALL OTHER PER77NENT DATA SHALL BE ATTACHED TO EACH PUMP AND MOTOR. SHEET NO. •. a g 48 HOURS BEFORE D/GG/NG C-16 -CALL TOLL FREE fL. P.E. 7529 OF ZO sono- z 4 0 LIFT STA TIONS SPECIFI CA TIONS oBRUCE A. MO/A, SUNSHINE STATE' ON CALL ` OF FLORIDA, INC. r N. T. S DA TE: FEB ® 2098 PROJECT NO. 06-1058 r Q N Z O Ld °O LL i it i (\J + —j 00 Q QOQO O A VU "QOin IIN01 r14 II O M N W Q -— X ------ --- ------ ----- v 1 i w 2 w Q - p Lq Lu = CL 0 O O ZV 00 O (nN M 0 , W - - ------ — — —' — —----------- —----------- —-------------- — `-- — N O - tC_-------------- — _ _ IV — _=saasa saga iG==ss—s_ _ — - V C) Q U o `^ — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — G — — — — — — — — — — — — - M 4 ; 105.0' _ 135.0' 25.09w >\ti , — Z m N 11v N 50.0' o W .. 06 105 LF OF 6 /TE 7HERMOPLAS77C p >. ; e._ _ L 246 LF OF 6 WHl7E' Z _ SKIP DASH W/ ' LINE W/ 4' SK/P. RIGHT TURN ARROW (FDOT f 4.0' B/CYLCE LANE a UP r M 7NERMOPLAS7IC STRIPING r C. rn ^O M INDEX 17346 PG 1OF13) I 1 LL Z LIDM ----------------------- 248 LF OFR' 1HERMOPLAS77C W M - — X O 11F S P/NG coo W C CC` o Z 6p Q, a n.r a - Z G z /• _ ) 14" MES ` J n X o r oa+. 31.3' h Z J o 0 ` Co X IN V= o o, ' — `' I , ,J 2 0 0 _ i _ -- ------ ---------------------- O 4.0' SHOULDER X - -F —io)QCs—' — 0 CR } WELu 94 LF OF 14 x23" RCP) '' .' ! O' / '` w REMOVE AND REPLACE FDOT _ _I _ W CONTRACTOR TO 17E — — — O' / / orn CONTRACTOR 70 REGRADE FDOT TYPE "C" INLET (INDEX 232) INTO EXISTING SHOULDER ° - '` w Lxi RIGHT-OF-WAY TO PROVIDE POS177VE TOP 10.04 0 X FLOW TO SWALE RE SOD WI7H BERMUDA INV = 8.29'(NE) PROP. 12 LF OF 24' m SOD ONLY. ' WHITE 1HERMOPLASIIC / w IN 7.97 (SW) / ' ° STOP BAR W11N 61 LF 6' ' mLu / DOUBLE YELLOW 7HERMOPLASRC / / a / Q F_ o\_6" DOUBLE YELLOW THERMOPLAS77C / 3 +r XON Wl7H 18" YELLOW THERMOPLASTIC / / O lilt CROSS HATCH S7RIPING o04 ,• -+L +• -r-.N.-,• air 9 s f. 8 r.F. EE a.f. ffi a f. E3 s.f. - £4 af. +. `s• worn Edge Lme- ... Treble Flow _ _ i I _ _ -,,,6' renew (6'-10'sk1p) -, 6' Y.110. EdVa Line -- jC/ 0. W use rear aameeeors on shni . n Fea" Cress -Oro Ej 'd ' .PR r -.11.-,• a»u.enP.tn,.emr.a!u6». JB s f. l/d./. - Feahp Awq Fran L)ms- Fe„ 0—Ity TNe or Feet snare Be ,'- Pomf a Ab- Thr Edge Of Pevenent Gro Ne s• ,• - y v spin Eatemkn Ij At Aedms Perot ` - 6' renew Edae Lms - - _ _ _ - - _ - / . / - - . Right Turn Arrow To Be .Reversed "' 23 SX. crook P/wr- rd.f. _ - -► 6• Wien Edge Line e' Whrte SUP - . - - - ° • • • • • / / - - - - - _ _ NOTE, When arrow and pavement message are used together, the arrow shall be located down stream of the pavement PAVEMENT MARKINGS AND DEUNEATORS FOR MEDIAN CROSS -AVER - - - - - - - - - - - - - C message and shall be separated from the pavement message by a distance of E57Bose or the arrow - - - base of the massage 4 Stop message shall be placed 2S' from back of atop line. - - - - - - - - - - - - ► - - - - / - DWAsmAs ARE WPM r i - - - - _ - - °n. • • - _ _ - - _ _ OW PAVEMENT ARROW AND MESSAGE DETAILS aenrmar epplred to erdkn n»ee eMII M >.naw m eek(. ' • • ,c.; 1 !ASIC COLOR Aute, WhiPo Tines separate lrofflc in the scans d/reMlon. Yellow tensa reporols fralYPo in opposing directions. - - ^q a / / Yellow dotted //nes may De used In special Doses. Block may be used In combination with white for skip lines where rdpe of own War - o light-colored pavement does not provide sufflclent contrast with the markings. V M Y.11- Eege Lore _ 6' WARS - - J r—.i w - - - - - - - - - - - Solid YellowEdge' I % Line j 10'Sklp 30'Gops White Lane Line Faslane J' h ° moo• moo- e ::. • W 6• n 3G' 30' 30' 30' '6' - e, oellnearcr Peet Eche Lmr "' - T, •'. A7 ro, ro, . m' AT - - A3 * _ 6• relbw Ed" Line - _ - - - _ _ •p . , • W _ - - E'SR/P d'OaP rot/ed Cine (Turning Lhrlde Ll'ns) Solid White Edge Line or Lane line X-C- Te6'Skip A3'Gap Extension Of Edge Line ThroughTwo-Lone Posshg Prohibited (Yellow) Cross -Over Area /[/\O07ro7ro' A'^ro7 T6• -re canoe - - - - ll/t( / / - .. / - - - 6' ■' 6' 6' 6' S e' e' s• r a l e• W'nm skip _ suffer ' - I \ 6' t' Ur Applkebre ) . -a• alta Eebe Lnro '- _ - - i- e' Yrlrar Eder Lm. ane ' Double Solid Yellow (Or White) ) t Solid While Channetht - Line - ■ rrma.dftdr awl" a- -q-- 1• .4.. Full Lem 11 gensalor Prof _ l t - T 6' WAlts Line regi.. 0P,aene Radia Perot _ `6' Trllew t*. Line &yr Line Edge et Trwr/Way- .. r - ro'skrp 7r 6' Whrn seer Lme- J'Sklp 9'Ba0 Lane Drop Markings At lnfentale • - - - - - - vskip JO'ft Yellow Centerllne Romp, 1 YIT —' j - PLACEMENT OF EDGE LINES30' 30' MJO' T6' 19'19'19' 9' 9' 9''9' 9' 9'r7r9'1.7TekP kY ro' pro' O Y Y 3' 3' Y J' 3' Y Y 3' J' Y 3' Y 3'PendR- TYPES OF PERMANENT LONMITUDINAL LINES CONTRAST MARKINGS PAVEMENT MARKINGS FOR INTERSECTIONS WITH MAJOR AND MINOR ROADS p'Whlte Skip With Black Confront, /0' White Skip With p'Black Contrast dM EO'Oops With M, caps ti'B/acR Contrast VBlat Contrast 30, ' 1, !'t J0' p L6" I 1'" !" a Ea' l ao ,! B' tri T ei a kr 67 kr ro' Rr d a kY kr 2008 FDOT Design Standards Lut Asfton sheet No. 07/01/051 1 of 13 SPECIAL MARKING AREAS Index No. W 17346 V 2 - to C13 OFFSITE ROAD IMPROVEMENTS PLAN.. o SCALE : 1* = 20' v UNDERGROUND UT/L/17ES CAUTION = SHEET No. a BEFORE UNDERTAKING EACH PART OF THE WORK, CONTRACTOR SHALL CAREFULLY g 48 HOURS BEFORE DIGGING STUDY AND COMPARE THE CONTRACT DOCUMENTS AND CHECK AND VERIFY PERTINENT CALL TOLL FREE FIGURES SHOWN THEREON AND ALL APPLICABLE FIELD MEASUREMENTS CONTRACTOR C 17 • 1-8W-432-4770 SHALL PROMP7LY OR DISCREPANCY WHICHRCONTT IN R CTOR MAY I77NG TO NDISCOVER ANDGINEER ANY SHALLOBTAIN AAWRIT7EN ' SUNSHINE STATE ON CALL lN1ERPRETA110N OR CLAR/FlCA110N FROM ENGINEER BEFORE PROCEEDING W11H ANY OBRUCE A. MO/A, FL. P.E. 7529 OF 2 oil, O DATE: FEB 2008 OF FLORIDA, INC. r WORK AFFE'C7E•D THEREBY. . PROJECT N0. 06-1058 w ` g 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-8W-432-4770 SUNSHINE STATE ON CALL OF FLORIDA, INC. r GENERAL NO TEST Q a 1. ALL CONS7RUC770N AND DESIGN TO BE PER FDOT STANDARDS AND _ SPECIF7CA 77ONS, LA TEST EDI TION. Buffer Space and Taper Length 2 ALL AREAS Wl7HIN, 7HE FDOT RIGHT OF WAY (I.E. US HWY 1) . SHALL BE l Median SODDED W/7H COMMON BERMUDA SOD • " Buffer raper cenpth - Speed She r/rLaren/rronfnronl Med/an D D D a >( a (mph) D/st. L Notes 3. ALL PROPOSED PAVEMENT MARKING IN THE FDOT RIGHT OF WAY (I.E. - - - b White Ref/ectorized Pavement Markings - r (ft) (Ft) DD D US HWY 1) , SHALL BE THERMOPLAS77C. 25 155 125 1(merve) 4. NO LANE CLOSURES PERMIT7FD BETWEEN 6:00 AM AND 7.• 00 PM. Work Areo 30 200 180 L-ws` b -` Wor r ean 5. ALL WORK WITHIN THE FDOT RIGHT OF WAY (l.E. US HWY 1) SHALL b a a a 1%J I 3s 250 245 COMPLY WITH FDOT INDEX 600, SHEETS 1 -10. _-Z A A 8 C Toper Length •L _ - Buffer Space I I 500' END 40 305 320 ■ ■ ■ ■ ■ ■ I See Table Ir See Table >7 { ROAD WORK I 45 360. 540 I A 8 C Land Buffer Space END i Area Temporarily fn ** Device Spocing-Toper Device Spacing-Tongent 100' I 0 425 600 *4< Area To Traffic 500' ROAD WORK Z ROAD 55 495 660 I O WORK I _ 60 570 720 WORK SPE ROAD Arrow Pwre/OnelShaf De Remnued GENERAL NOTES DURATION NOTE$ • RIGHT LANE See Table I See Table I i L. ROAD • AHEAD SPEEDING FINES CLOSED I 1 MILE EDING FINES !WORK And Arrow PanelSha/18e Removed Or N MILE 5 DOUBLED IAD 65 645 780 DOUBLED Relocated "Ide The Clear zone Or 1. All vehicles, equipment, workers (except f/aggers) and their I. Signs and arrow panel may be omitted if all of the following TO 730 840 I WHEN WORKERS Be Shielded By A Barrier Or Crash Cushion activities are restricted to ono side of the roadway. conditions are met, W WHEN WORKERS PRESENT SignsoperationsR' O 2 . Work operations o) Work are 0 minutes or less. PRESENT When Buffer Space cannot be attained Covered `\ p Mons shall be conflned to either one lone or lane b) Speed limit is 45 mph or leas. X due to geometric cronsfrolnfs, the `Tea orory Pavement Markings Placed Through Work Area combinations as follows: c) No sight obstructions to vehicles approach/ng the tp . (a) Outside travel lane, (b) "Ida auxiliary toner work area for a distance .equal to twice the toper length.M but not l oftaMan 0fth shall be used, And Devises Re/oaated Laterally 2 To 4'Outside Edge 0I ' Protating, - but not less than 200 it. EVEN PAVEMENT Travel Way. (cl Outside travel tone and adjoining auxiliary /a e, d) Vehicles In the work area have high-lntenslty, rotating, ( dJ Inside /ravel bne r i e) Inside auxiliary lane , flashing, oscillating, or strobe lights operating. For bfero/ frons/tions other then /2, use i f) Inside travel lane and adjoining auxiliary lone } a) Volume and Complex/1y of the roadway has been considered IyJ •' formula for L shown .fn the notes column. A See Sheaf 3 of 3 ^ J J Where: L- Length of toper In feet If the work area Is confined to an ouxtilary lone the work .. Q Q W - Width of latero/ transition /n feet 45 a area shall be barricaded and the RIGHT i LEFT) LANE CLOSED SYMBOLS Q w N e i DISTANCE BETWEEN SIGNS S• Posted speed limit (mph) - AHEAD signs replaced by ROAD WORK AHEAD signs, WW Speed spacing (ftJ 1 GENERAL NOTES a and the merge symbolsrgns ellmJnoled. i < O Z N 2 A B c c5 ® Work Area Q 3• When vehicles In d parking zone block the line of sight to O L7 1 r4 F- Slpn With /8 x 18 (Mln. ) O mph or less Q 200 a ppQ TCZ signs the signs shall be post mounted and located In O d5 n,ph 358 350 351 1. Work adjacent lone shall be confined to one traffic lone, leaving B. When o aide rood Intersects Melacedhighway within the TTC zone, Median accordance with Index No. 17302. Orange Flog And Type B Light 50 mOI 5 yip the adjacent /one open to traffic. additional TTC devices atoll De placed in accordance with other 55 Aar neater k!6d8 11 01. applicable TCZ indexes. TM Work Zone Sign . a 2. All vehicles, equipment, workers, and their aetNltles ore PP I D D a 4. s the work space extends across o crosswalk. Ind the crosswalk_ # restricted to one side of the roadway. 9. This TCZ /an does not y when work Is being performed In should be closed using the Information In Index No. 660. The ROAD WORK (NILE sign may De used P SPP g os an alternate to the ROAD WORK AHEAD the middle /one(sl of o six or more /one highway. See index No. 614. __ b !_ b - ea Advanc0 War Arrow Panel O } 5. Signs aro required on the median aide for divided highways. ' sign and the RIGHT LANE CLOSED L{ MILE 3. On undivided highways the median a/pns as shown ore to be omitted. b " Ti kAr,. Z i- m m sign may be used as an alternate to the b. for genera! TCZ requirements and additional Information Wob 6. The lava channe/iz/ devices direct In front and direct at ® Type I Or Type II Barricade OrVerffcal m RIGH T LANE CLOSED AHEAD sign. 4. When work Is performed in the median lane on divided highways the refer to Index No. 600. p D '/I / the end of Me wor oreo may be amt»ed provided veAlc/es !n Panel Or Orum (With Flashing Llgh1 At ends sigzsp device pion Js inverted and left Ione dclosedlone end bre 'F -G (p Nlpht Only)U3 w 500'be nd the ROAD WORK AHEAD ends signs substlhrfed for the rlpAt /ane c%sed and lane end signs. the work area have high Intensify rotot/np, flashing, asci/la//ng, V,J `I J° A B C ond Buffer S e ENO or strobe lights operating. T e 1Q Barricade 7) Z sign or midway between signs whichever Pau Area Temporarily ® YP Y m Is less. The same applies to undivided highways with the following exceptlonsr Di/RAT/ON NOTE$ (Reopened To Traffic 50b' ROAD WORK] 7. For general TCI requirements and add/tion/ Information refer . Q 0 (a) Work shall be confined within one median lane. k* ! i to index No. 600. ■ Ch°nne/lzing Device (See Index No. 600) 0 Q W (b) Addlfloncl barricades, cones, or drums shall be placed along the G Temporary white edgellne may be omitted for work Arrow Panel Operation Dlatonthwed IX Q = centerline abutting the work area and across the traNing end of the operations less than 3 days. ROAD ROAD . UNEVEN And Arrow Panel Shall Be Removed Or b Lone Identification + Direction of Trafflo LL ( work area. WORK WORK Relocated Outside The Clear Zone Or 2. Signs, arrow ponel and Duffer space may be omitted if all 1 MILE IMILE LANES Be Shielded By A Barrier Or Crash Cushion 2006 FDOT DeslgnStendards "" sheet No. When work on undivided highways occurs across the centerline so of the following conditions are met, - aewhe as to encroach on both median Janes, the inverted /an is applied SPEEDING FINES , overlay Or I 07/01/05 1 Of 3 1 P PP of Work operations ore f>o mless. or rasa. o+erloy MULTILANE, WORK NEAR INTERSECTION InJe• No. SYMBOLS ha the approach of both roadways. D7 speed IrmH Is 45 mph or less. a) No sight obstructions to vahloles approaahtng the CONDITIONS DOUBLED Shields A Through MEDIAN OR OUTSIDE LANE Tem orory Pavement Markings Placed Th h Work Area m p ® Work Area 5. Signs and traffic control devices are to be modified In aa:ordance work area for a distance equal to the buffer space and WHEN WORKERS And Devices Retocofed Lolero/ly E' To 4' Outside Edge Of v I N M LO with INTERMITTENT WORK STOPPAGE details (sheet 2 of 2) when the taper length combined WHERE ANY VEHICLE, EQUIPMENT, PRESENT. TrovesWey. W ob A " " no work /s being performed and the highway Is open to traffic. d) Vehicles !n the work area hove high-intens/ly, rotating, WORKERS OR THEIR ACTIVITIES t. N Sign With 18'x 18 (Mtn.1 flashing, asclllafrng, or strobe lights operating. ENCROACH ON THE LONE ADJACENT % . V Orange Flag And Type B Light 6. The two chennelizing devices directly In front of the work area e) Volume and complexity of the roadway hos been considered. TO EITHER SHOULDER AND THE 04 may be omitted provided vehicles In the work area have UNEVEN PAVEMENT n M ■ Channellzin Device (see Index No. 60D1 high-intently rofaf/ng, flashing. oscillating, or strobe lights operating,. AREA 2'OUTS/DE THE EDGE OF g TRAVEL WAY. 7. When paved shoulders hovJng a width of 8 ft. or more are closed. ■ f _ X Type I, Type It Or Type III Barricade Or channenzing devices shall be used to close the shoulder In advance INTERV TTENT WOK ST PAGE - LME REQ PENED TO TRAFFIC' < of the merging taper to direot vehicular traffic to remain within the r' Vertical Pane/ Or Drum With Flashing Light) travel way. See Index No. 612 for shoulder toper formulas. U O D Work Zone Sign 2008 FOOT Design Standards awf.l.. sheen No. - 2008 FDOT Design Standards Ret'a ;n Sheet No. - M 07/01/051 1 of 2 07/01/051 2 of 2 V/ (Il y« Advance Warning Arrow Panel MULTILANE. WORK WITHIN THE TRAVEL WAY Ina„ No. MULTILANE, WORK WITHIN THE TRAVEL WAY 1ndix No. z 4 MEDIAN OR OUTSIDE LANE 613 - MEDIAN OR OUTSIDE LANE 61: „ Q o ^ V W M sliEVLtaassR Z W rV v a - iampomry Crosswalk Marking _ - - - z d - - -►, CRISS FIN I19EWI a96E9 - - Q, 1 fly Z '0 LL Limits of Speed Reduction - 3 Miles Maximum Median an 1S U L*4 + W W W } , ■ Lfm/ts of Lane Closure - 2 Mlles Maximum I49FSIItIx ' ■ u` W Q Z EY ■I _ _ !Y - ■ - Y' l - SSWI _ m m IEEESIAIM 1 V z ' :rico: - b '- ' • fi staEou I L Z O O r f b - amEa e ss ■ LLL m ■ ■ ,Work Ar; rapKonen \\ J J - LI J --- qp to W [p D Ch m p, ■ ■ ■ ■ 4 D [A iA smLlksarsa f e t a ( J 1000' 500' 500' 1 - 1640' _ _ 50: l ' 1140' - - IWO' I _ Toper Length • L Buffer Space i 500' 500, I 1 1 L'1 m o See See Tablef See Table II L a sianuasnn siotwt i\J Z ON Note s .- ROAD SPEEDING FINES No. 7 END SPEED OIaS31lFkE QIIaD t o ■ _ tmFSWM W O LIMIT _ ro teLtU! - W II,I WORK DOUBLED RrcHT LANE _ _ _ _ _ a - q,,L Ij - - - - - _ - _ - ctoseo I ROAD WORK I XX ` ` 1 MILE WHEN WORKERS n Nat ; Device SpaC►dq-Taper Device SpOCing-Tangent a , saw o m p U I I' i PRESENT See Table I See Table I a c= I° Y.I b j'f I b a aaasslRE J Table I Table II slaaxaosm d PCMS II PRS RSDU { p i Device Spacing Buffer Space and Toper Length '--' aaswul U tf O W See General Nofe No. i - - - Buffer - Taper Lamm USE (IMEI 579E - - - - - iYplOoIPCMS Dlsploy waxDrenaaeBetweenDevroaf(ttl Speed rreLeiaerarranrinenl , Ta"PWOII _ I LU LQ With speed redtationr moi rod, Y err ry0° Is Vo a (m h 1 Space I cmamraJk BorrPoatef or Verflail Narking - - i :7 Message it WORKERS PRESENT AHEAD Pbnela or Drums P Dist. L Notes I MiD-BLOCK SIDEWALK _ Message 2: SPEED REDUCED NEXT 3M1 SLED Toper Ird'venf Tager Tepent (ft) (ft) ( Merge ) MID-BLOCK SIDEWALK CLOSURE 25 25 50 25 50 I 25 155 125 14 I Q CLOSURE WITH TEMPORARY WALKWAY - F- Without speed reduction+ Sppeed and Low Enforcement Officer e Message Is WORKERS PRESENT AHEAD (Patrolirg The Active Work Area) 30 to 45 25 50 30 50 30 200 24 L-60 CORNER SIDEWALK CLOSURE Message 2: NEXT 3 MILES 35 250 245 60 O LO 5o to 70 2s so 5o roc . I 320 WITH TEMPORARY CROSSWALKS C to C, SYMBOLS 45 3605 540 GENERAL NOTESL v co 50 425 600 N 1. Only the signs controlling pedestrian flows are shown. Other 7. When construcflon activities Involve sidewalks on both sides ® Work Area GENERAL NOTES 55 495 660 L-Ws work zone signs will be needed 10 control traffic on the streets. of the street, efforts atautd be mads to stage the construction s are ce at y Sign With 18"x 18" ( Mtn. J 65 645 780 2. For spacing of traffic control devices and general TCZ 570 720 so fAot both sfdewaldkew ik naf Doth aides of laf the latihe ces orame l me. V SYMBOLS requirements refer to Index No. 600. Maximum s ci 8. in the ent that s o s on bo Orange flag And Type B Light L At /one closures where workers are present, reduce the posted speed limit (speed limit that existed spacing CONDITIONS prior to construction) by b MPH using the Portable Regulatory Sign (PPS), but not less than 55 MPH 70730 840 between Dorr/codes, vertical els. drums or tubular markers closed, pedestrians shall be guided around the corrstrucilon zona. or to a speed warranted geometric conation, whichever is lower. Toper lengths, buffer apace and ® Work Area shall not be greater than 2V Cm Device (See Index No. 600 device spacing shall be selected using the pasted speed, not the reduced speed. When Buffer Space cannot be attained 9.. Temporary walkways shall be a minimum of 4' wide with o WHERE ANY VEHICLE, EQUIPMENT due to geometric constraints, the J. Street fighting should be considered. maximum 0.02 cross slope and a maximum 0.05 running slope WORKERS OR THEiR ACTIVITIES e Portable C e Signs. Portable Regulatory Signs and Radar greatesattainable length shalf be used, 8 Type I Or Type II Barricade Or Vertical Panel between ramps. Temporary walkways less Nan 5'in wldtA shall E. Al/ Arrow Panels. le be turned off an g g zo g a Steady g 0 g Y Type ng warning g ' Type I, Type II Or Type IT Barricade Or Speed Display Trailers, shall be Turned off and moved outside the clear zone or be shielded by but not less than .200 ff. Or Drum f With Stec Burnln LI ht At NI ht Only). 4. Far nighttime closures use T e A f/dsAl woml lights on provide for a S x 5 passing space at intervals not to exceed ENCROACH ON THE SIDEWALK FOR Vertical Panel Or Drum ( With Flashing Light) barrier or crash cushion when not In use.barricades supporting signs and closing sidewalks. use Type C 200. Temporary ramps shall meet the requirements for curb A PERIOD OF MORE THAN 60 MINUTES. For latero/fronslfrons other than 12, use (TuburarManiersAfayBe tried Dro(ngDaylight Ony.. steady-burn lights on channe/lzing devices separating the work ramps specified In index No. 304, General Notes ithrough 7. D Work Zone Sign 3. Work operations shall be conflned to one traffic lane, leaving the adjacent lond s) open to traffic. formula for L shown /n the notes column. Cones May Be Used -See Index No. 600.) area from vehicular traffic. Temporary walkway surfaces and ramps shall be stable, firm, Where: slip resistant, and kept free of any obstructions and hazards sae Advance Warning Arrow Panel - - 4. Al/ vehicles, equipment, workers and their activities are restricted to one aide of the road,*L- Length of taper In -feet - - - _ S. Pedestrian traffic slaml display controlling closed - such as holes• debris, mud, construction equipment, shared [ Work Zone Sign W- Width of lateral transition in feet crosswalks shall be covered or deactivated. materials, etc. S- Posted speed limit (mph/ Direction of Traffic 5. When work Is d and on in the median lone st utedivided hIghwaysrig the a closed plan is Inverted and Required Locations For Either Temporary .: S. Post Mounted Signa located near or adjacent to a sidewalk 10. Temporary ramps and temporary crosswalk markings Shelf be removed b Lone Identification left lane closed and kine reduction signs substituted for the right lone closed and /one radiation signs. Or Permanent Curb Romps. shall hove a 7'minimum clearance from the bottom of sign to with reopening of the sidewalk• unless otherwise noted in the [:=I- (l) PCMS- Portable Changeable(Variable) Message Sign 6. When work is bei performed on a multilane undivided roadway the signs and traffic control devices CONDITIONS the sidewalk. plans. All work and materials associated with constructing temporary ng P b Lane Identification * Direction of Traffic normally placed 7n the median (os shown) shall be omitted. orb romps and temporary crosswalk marktngs, removal and disposal J ii - ed Limit When Flashing 7. When ed shoulders having a width of 8 ft. or more are closed, channe/Jzing devices shall be The MAS 15 Intended to be used on mv/fllane facilities restoration e temporary curb romps and temporary crosswalk markings, and v ! f 2 J PRS • Portable Regulatory Sign- Speed 9 Pm with posted speeds of 55 MPH or greater where the o f Tr of Traffic, M original condltort shell be gold for as Maintenance used to close the shoulder In advance of the merging taper to direct vehicular traffic to remain work operations require a lone closure and workers of Traffic, Lump Sum. ( 2 ) RSDU- Radar Speed Display Unit within the travel way. See Index No. 612 for shoulder taper formulas. are present. ® (1) SLED- Speed and Law Enforcement Officer (Do Not Bid) B. For genera/ TCZ requirements and additional information refer to Index No. 600. V 2006 FDOT Design Standards aLett sheet No. Lay/ . , 2008 FOOT Design Standards Sheet No. Rewion 07/01/051 1 of 1 07/01105) 1 of 1 MOTORIST AWARENESS SYSTEM Inde. Na' PEDESTRIAN CONTROL FOR In ex No. LC 670 _ : ` CLOSURE OF SIDEWALKS 660 a a DISTANCE BETWEEN SIGNS Spacing iftJ Work Area Speed A I B I C a a ■ ■ ■-r / ri 1 .40 mDh or less 200 200 200 b e n i ■ ■ ■ ■ ■e $ ■ ; 45 mph 350 350 350 D D r ( []n 1 # 500'beyond the ROAD WORK AHEAD Median C Toper Length See 500, I sign or midway between signs whichever , See Table II Device is less. * I ¢ Spacing END b b i Device Spocln -Ta er Tangent ROAD WORK I 2 Mtn. b _ See Table I I See a r Erect STOP Srpn where t6 Table 11 rEEDIUIG FINES atcHT LANE the ex/atlnp snob bark Table I D [p ROAD CLOSED sp/s 1lgn 30 foot - - - - - - OBVICe Spacing - - At ■ ■ r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - - - - Q ■ ■ ■ ii ii/ l5' Q' Table It Q WORK oBLED µFAD from me foyer ane. I I Work AreaEND Taper Length -Shoulder Remove or Cover STOP - ROAD - - _ - - - Max. Distance Between Devices (ftl - - - - A B ToperLength -3L / ROAD WORK HEAD WORKERS1 4 -LL (ft) ex/sllnp 57oP ran WORK. speed .cans or TJge Jor type d See Table Jl 3RESENT - and"Matoll when AHEAD (ephl Tubular Markers Barrioudes or Vsrtkml * - - - -- - - - - I - lhrLwh lone reopened - - - Panels or Drum I • - Speed - 8 IO 12,Notes - - - to nofna. . Top.: Taiaent Toper rament ROAD WORK Device Spoeft-Toper Device Spocing-Tangen 500' (mph l Sh/dr. Sh/dr. Sh/dr. RMHT LANE CLOSED ON FAR SIDE OF M/NOIR S/DESTREET 1 25 25 150 25 ( 50 AHEAD at EOINo:ENES See Table I See Table I III 25 28 35 60 130 to 45 25 50 30 50 w4EN WO DOUBLED 30 40 50 60 L, e 35 55 68 82 ^IW'I Table I 40 72 90 107 ` 8 Device Spacing ROAD 45 MO 150 10 WORK - - - - - - Max. affiance Berweoe Devises (") _ _ - AHEAD R Speed Cans or ryps IorTyps d 50 133 167 200 Table 11 rPanels or onset / 0 160 200 290 L- WS i - - - - - - (mph) ruhder,(arten 55 147 183 220 Taper Length -Merge = (I2' Lateral Transition 1 Toper re"No row reagent G C Speed L Notes DISTANCE BETWEEN SIGNS 25 25 50 25 50 65 l73 217 260 (mph) ( ft) (Merge) Spacing (ft) 1 30 to 45 25 50 30 50 70 /87 233 280 Speed a a 25 125 8' minimum shoulder width. A B 50 ha 70 25 50 50 IOD 30 180 L•WSs 40 mg,p(s or less 200 200 t b Work Area Cj 35 245 45 mpl/5!) 1350 3L • Length of shoulder Toper !n feet b ' 11 40 . 320 50 mohb or areolar _500 500 W. Width oft paved and Jn feat Z ■ * 500'beyodd the ROAD WORK (combined paved and unpaved width/ Device (p 45 540 C•wS AHEAD sign or midway between GENERAL NOTES DURATION NOTES s• Posted speed umtt (mphJ 0 D D D Spacing For lateral transitions other than 12', . signs whichever is less. 1 All vehicles, equipment, workers, and their activities are restricted I. Signs and channeltzing devices may be omitted if oil ( r use formula for L shown In the notes of /he following A Q A I B 1 _Tangent _ _ 50D' to one rids of the roadway. g eorndltlgns oro mets , ` ' See END column. where: SYMBOLS a) Work operations ore 6O minutes or less. * L• Length of toper in feet 2. if the work operation encroaches on the through traffic lanes or b) Vehicles in the work area have high-intens! rotating, m Table I ROAD WORK W- Width of lateral transition In feet ® P t g ly• g 1 S. Posted speed limit (mph) Work Area when four or more work vehicles calor the through traffic lanes flashing, osclt/atJng, or strobe lights operating. O PC Ldi THRL1 In a one hour period (excluding estdbllshing and ferminat/ng, the ROAD SPEEDING FINES TRAFFIC RIMUST E ROAD Sign With l8" x /8' ( Mtn. 1 work area) a flogger shall be provided and a FLAGGER sign shall be O WORK Orange Flog And Type B Light substituted for the WORKERS sign. The flogger shall be pos(tloned WORK DOUBLED MERGE TURN RIGHT - - - AHEAD - - - - at the point of vehicle entryof deparhire from the work area. Channellzing Device (See Index No. 6001 _ AHEAD WHEN WORKERS LEFT ' 3. This TCZ plan also applies to work performed In the median more IPRESENT than 2'but less than 15'from the edge of trovehvay. V Ch Work Zone Sign 4. When work is being performed on a muRtiane undivided CONDITIONS. Wff LME CWSED ON FAR SIDE OF INTERSECTIiON b Lone Identification + Direction of Traffic roadway the signs normally mounted In the median (as shown) shallbe omitted. WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES WITH SK V/F/CANT RiGHT 7URN/NG AIgVEYENIS 5. WORKERS signs ro be removed or fully covered when no war* ENCROACH o SHEET N0. Is being performed. R'OAC THE AREA CLOSER THAN - ' 4 15 BUT NOT CLOSER THAN 2' TO 48 HOURS BEFORE DIGGING I. The normo/ procedure Is to close on the near side of the Intersection any lane that L For intersection approaches reduced to a single lane, left turning movements may 6. SHOULDER WORK sign may be used as an alternate to the THE EDGE OF TRAVEL WAY. CALL TOLL FREE Is not carried through the Intersection. However, when this results In the closure of be prohibited to maintain capacity for through vehicular traffic. WORKER eymbDI sign. i-C-19 _ _ a right Ione laving slgnlncoont right turning movements, then the right lane may be - - _ - - _ - - - - - - - 7. When a aide road intersects the highway within the TTC zone,- - - - - - - - - - - - - - - 1 restricted to right turns only as shown !n this detail. V 14W-432-4770 oddlrlable T C devices shall be placed !n accordance with other r 7529 ` I app/lo°b/e TCZ Indexes. 1, // SUNSHINE STATE ON CALL 2006 FDOT Design Standards Rem sheet No. 8. For general TCZ requirements and additional information 2006 FOOT Design Standards us< Sheet No. OBRL CE A. l7TO/AF FL. P.E. 1 OF 20 OF FLORIDA, INC. refer. to Index No. 600. p. - Revieian MULTILANE, WORK NEAR INTERSECTION 07ro1/In 2ofs o7rovo5 1 of 1 y R In ex Na. MULTILANE, WORK ON SHOULDER In ox No. MEDIAN OR OUTSIDE LANE 616 612 DATE: FEB Q 4 MO PROJECT NO. 06-1058 LANDSCAPE NOTES SITE DATA LANDSCAPE CALCULATIONS a 1. ALL PLANT MATERIAL SHALL BE "FLORIDA No. 1" OR BETTER. TOTAL SITE AREA 168,173 SF 1007. U.S. 1 FRONTAGE \ BUILDINGS 23,516 SF 14.0% 180.5 -(90.1 } = 90.4 x 1 TREE PER 25 --i4 TREES 2. SOD SHALL BE CLEAN AND RELATIVELY FREE OF PESTS AND DISEASES. WALKWAYS 8,704 SF 5.2% PARKING AND DRIVES 74,641 SF 44.4% NORTH PROPERTY LINE \ 3. ALL SOD SHALL BE BITTER BLUE ST. AUGUSTINE. STORMWATER TRACT 25,578 SF 15.2% 1056 x 1 TREE PER 35 = 31 TREES \ \ OPEN SPACE 35,734 SF 21.2% 4. ALL SHRUBS AND GROUNDCOVER PLANTS SHALL BE INSTALLED IN SOUTH PROPERTY LINE • PREPARED PLANTING BEDS A MINIMUM OF FOUR (4) FEET IN WIDTH, 1056' x t TREE PER 35' = 31 TREES AND MULCHED AT LEAST 2" DEEP. \ WEST PROPERTY LINE ` \ 5. ALL TREES SHALL BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT WITH 183.17' x 1 TREE PER 35' = 6 TREES \ A MINIMUM FIVE (5) FEET OF CLEAR TRUNK, AND A TRUNK DBH OF • 1-1/2" AT TIME OF PLANTING. OFF-STREET PARKINGAREAS\ 125 PARKING SPACES x 1 TREE PER 5 SPACES 25 TREES \ \ 6. A COMMERCIAL GRADE, AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED, INCLUDING AN AUTOMATIC MOISTURE SENSOR AND PROG- OPEN SPACE TREES \ \ RAMMED TO IRRIGATE ALL PLANTED AREAS IN ZONES. 35,734 SF x 1 TREE PER 2,000 SF = 18 TREES N In . ,n co LANDSCAPE LEGEND , a E \ OE INTERIOR LANDSCAPING REQUIRED \ 15 SF x 125 PARKING SPACES = 1,875 SF LIVE OAK or LAUREL OAK\ \ INTERIOR LANDSCAPING PROVIDED INTERIOR PLANTER ISLANDS - 11.765 SF \ ^ N TOTAL TREES REQUIRED ._ .115 \ \ co EXISTING TREE CREDITS = 80 FOR TREES PRESERVED ONSITE 0 RED MAPLE TOTAL PROPOSED TREES 35 \ r- LL N LL. Q sll \ TOTAL OPEN SPACE ONSITE = 35,734 SF 100% \ TOTAL PLANTING BEDS 19,682 SF 52.2% \ \ MAGNOLIA TOTAL SODDED AREAS = i 3,543 SF 47.8% \ \ O SLASH PINE \ \ \ OF \ \ _ O O£ OE OE OE OE OE --ER OE OE OE OE E ` Q Z to s -e• owrr 1 055.7 \ ( n s4i;NE SOD - 1 -1 1. 1 ). ( ) -l) (' 1 (1 1 + C -)4 N rs paAr , SOD Mats SOD 157ALY 24 Iv u tie soo o : // / j ° soo \ \ _ w "' ,O DUAIPSiER - _ - - 12- RIP1296UR-0 JAI LL'- rq 14 MOM HAWTHORNS \ \ • \ - - - - - t Q r - - 1 io m, a u.u. SOD 30: 0 =wSOD . ' . • i +. t • : ` .. _ %% / - - - 30 sNEFFLFRA \ - _ \ -Q - 0 ' ,- - 24 M 4 TOBIRA _ _ : • w t ;Vii♦: •. .. :f^\' _ . ! / \ _ _ _ _ d .. fes• .. • n . • / o c. \\ a `\ Q Q O w I l c / I J 100 SHORE JUMPER . - ) - I _ • / - _ _ _ - _ / • - •. } .. .•• :.. r ... I; r ;, t ,' i '+.1 • ; . .. ' •' 'F Y ' 1• i., •." I• i I . / •' ••'. ay r\ mom 40 p + „SNORE JUNIPER ` ; - 4S _ - - .•' a•'.;;'' • `e • :,.•...: • . •. • U(.. 'r E - ,z m. s .c. .• . G SOD / - - RATE JAI , ,r JASYRiE JASNME - 14 p OD / / \, Iff w WSOD I — \ ` 1,051.42' \ TREE PRESERVATION CREDITS \ \ o 144 4 .:ruNCENs EXISTING PINE TREES 1 22" 5 CREDITS ) -00 1 - 24" 5 CREDITS \ 1 - 38" 5 CREDITS \ z _ \ EXISTING OAK TREES 5 - 5" 10 CREDITS L-- • \ 1 - 7" 2 CREDITS 4 - 8" 8 CREDITS = = \ \ Of 3 - 12" 9 CREDITS \ 1 14 3 CREDITS LANDSCAPE 8c BUFFERING PLAN _ y _ 3 276.29' 1 - 20 3 CREDITSLLJ 1 of 40' EXISTING MAPLE TREES 1 - 24" 5 CREDITS \ Q EXISTING BUHINIA TREE 1 24" 5 CREDITS \ U EXISTING PALM TREES 20 - 12"-20" 19 CREDITS N o r t I1 I TOTAL PRESERVED TREES 80 CREDITS I D z ' Q „LIMITS OF DEVELOPMENT FOR SOD CALCULATION ' ISI t n \J v \ w LL. . . ULu \ o x own lxx/x x xx I11 H x AREAS TO BE SODDED x OWNER /APPLICANT SOD COVERAGE PLAN MR. CHARLIE BLOCK I SHEET VERO MINI STORAGE, LLC 1 " = 40' P.O. BOX 1206 VERO BEACH, FL 32961 LIMITS OF DEVELOPMENT FOR SOD CALCULATION l FRANK A. JCON, FL LA #0409 OF 70167