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HomeMy WebLinkAbout2000 Chestnut Car Wash Plans (Box 8 #22)r 4 t5 cnt { ELEGTR I CAL SGHEDULE MARK DESCRIPTION MANUFACTURER CATALOG NO. ACCE55CRY REMARKS 26T440 AI2 2'-0" X 4'-0" FLUORESCENT FIXTURE 120V ES 4-40W LAMPS IOOW INCANDESCENT L16HT EXHAUST FAN COMBINATION SB 240 120E5 R : P 120V DU LEX OUTLET FE FIRE EXTIN6U15HER SH',T ,H I ® EXIT LIGHT QM5WSR BATTERY PACK FEED FROM 120/211 EL L16HT CKT. EMER6ENCY LIGHT BATTERY PACK FEED FROM L16HT CKT. �- ELECTRICAL PANEL LOCATION ELECTRIC METER LOCATION WALL PACKS TWH 4005TBPE ELECTRICAL NOTES: I. ALL WIRING COPPER UNLE55 OTHERWISE NOTED. 2. ALL FIXTURES, WIRIN6 DEVICES, WIRING ETC. SHALL BE U.L. APPROVED AND 50 MARKED. - 3. ALL WORK TO CONFORM TO THE LATEST N.E.G. AND LOCAL BUILDING DEPARTMENT CODES AND REGULATIONS. 4. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT SUPPLIED AND ADJUST CKT'S IF NECESSARY. 5. VERIFY ELECTRICAL SERVICE LOCATION W/ POWER COMPANY. 6. INCREASE WIRE 51ZE BY ONE (1) FOR EVERY 15 FEET OF RUN. K I . . . . . . . . . . . . . . . . . . I .. . .. i. . . . . . . . . . . . . . . .. - . . . . . . . I . . . I` .. . . ' .. I .. ' i \ 0 0 0 \ . .. .. .. .: .: . .. O w \ o . .. . .. . . i - a0 \ \ % N n \ \ \' <O 1� 1� ,i :. . . �I� r� .. . r9f S�TE p01 h 1' o z 9a r W . I S ` I o �, �` .. d., <:, . v W R 2 ,D RIGHT IN RIGHT OUT I3 5 5 I . / .�- 8 8 . o DRIVEWAY I 12 2 8 . GJ /,, . 1! vi �� E Fa �' `% i %✓r o` c�0 �� c i J s£,, _ G O O .. T III STOP P BAR EDGE aF RAVEMEN. 2a" w of o . . ` r` O� �� c c� , . +`' 1. 9 IT �f a �a �a a PAINTED WHITE E .. r , , / '. ", I I i� J I"I R❑ A D A C❑ LI N T Y D n C� SAWCUT/MATCH EXISTING I C L 1 \ ❑ f'1 L �J EDGE OF PAVEMENT 30" R1-1 STOP SIGN . r,� �� f r t a ®®®� tD r r,-;v: 'f?r f' r I. r r` ` k ' V� \ c'� THE PROPOSED CURB CUT v' TAP EXISTING FORCEMAIN W/ P pTT�I , r /��/ VARIES . RIGHT C H T ❑ I (� I PROPOSED FOR LOT 15 IS 8"x2" TAPPING SLEEVE AND VALVE .� 1.a� THE MASTER PLANNED CURB CUT. �� ��F,�c. p �j �,,� 00 •19 Sir EDGE OF PAVEMENT _ -9'A� `` c� ,�. ; i ' r� cv o 6' ° ._.�-, , 7- -rr ,•-. •-ram -�- r. -_ Q\ N (n } //, '{{ fr /' r, r rr r i j/ , r �% �` O J J Q aII �.t J - - - r C3•� th r. �. �- �"` I �- G c r 7��11_,21'_ � O �c'� c�c, c`'� O I '�,�'`'�'� ,�'/f,`i••: � � � ; ,, � � , EXISTING 8" FORCEMAIN I °fiC]P ❑F BANK '' ` �''' ` ,.._, Z o Or cis f/ 5 OFF EDGE OF PAVEMENT t">, 9 r �`1 r 9 . . r F'. fr r r £ ® 65 L '>`3F'.I� W' „hTER ENDS 7 TRINE OF SWALE r� o o I D -a I 16 •,ram © r" �..� I O APPROXIMATE CEN E L _ • �� _. - a' 6� r r.0 Q .- r9 r0 2 0 .. % . 90 r� T (AND REMOVE SIDEWALK )� ., ' �� �r .O �° rr r' r' ../.. i ,/. tJ O SAWCU o .. A : r. P () �., o r , ,, r, r I TO INSTALL RAMPS o c� c� _ ,.. AS REOU RED f,. c� r , �� er-11 r �r r9 �c A �`110 � • _ -is_, s 1.51 C,_ TC]P ❑F BANK f:',°'� /Z/, -,/4 `: PER F.D.O.T. INDEX N0. 304 T � � N Ybl f - ,, 5' SIDEWALK �s 8 N 38e10'37'E �° 16 00' PLAT �''�`r/'' "o' �� _. __. . or.F` __ _ _ _. _._......_ _ _ .._ _ �p _....... _ �7�' - -- -- . ,• I_11_ `- CA CCFA - - SETT R D - 1�3. , SET IRON R❑D L: . r' I r' l�Ci , _ - -- = _- - 1 -r � r ,,, 3909 . f 0 & 3909 CAP - -- ` } & cAP J� SITE INFORMATION 00o PR 0 D TOR WATE MAN GE E TRACT .r:✓r �,d.�^r' r.'. PROPOSED SIGN 'TO BE W i. f� TOP OF RETAIN( G WALL. EL. = 24. 0 I',^~,..r /, f/'J , }` MONUMENT STYLE (10' HT. MAX.) OWNER .., n , • 8 PROPOSED TOP OF WALL EL. = 30.70' LOTT M OF TRACT EL = 2 .5' r, :' f }, : r r .. , } I NOTE: KEN CHESTNUT cav of ALONG ENTIRE LENGTH OF NORTH PROPERTY :° ; �.. . � ;r,: 30" R1-1 STOP SIGN ROUTE ROOF DRAINAGE TO PROPOSED . �, 835 11TH AVENUE, S.W. Q m �� O v- LINE. THE REMAINING TOP OF WALL TO BE �'r, I N O3 I`.''.' ' _., , f,•rf ,'r RETENTION AREA VIA ROOF DRAINS AND AT ELEVATION = 24.70' •A :rr '`}'%'s, ,,',i'.•''' ' 24" WIDE STOP BAR DOWNSPOUTS. VERO BEACH, FLORIDA 32962 1 u+ Z 'Q 0 m r r` _�'. r , , -; ; 561-563-0904 . . V z i! e � C i ''r l •' . , . AI T WHITE OD r P N ED '/ , .. cc m 4 ® '� r�:,''::r�y <`) NO BUILDING PERMITS SHALL BE ISSUED a 0 LANDSCAPE LEGEND ®PROPOSED 4' C/L FENCE ON ', .f ��' EMIIIIIIIIIMIIIIIIIIIII�TOP OF WALL ALONG 3 SIDES �M _ '- '.,' `/, " ` /11' f,•. _ . HAVE . UNTIL ALL VACATION OF EASEMENTS SURVEYOR (n o I=., LL p - r ' r r , " ., , {; '.. /`-, BEEN GRANTED FROM THE CITY. /� :' rr j I N m . ! r{', ., ,: r.: r: .,., ,, ..r -'" / r, r ,.r-{`. ,ram (: _ r ; J / . , - r , f . r , rr 'f 'I r ' r I CO v Ip .rs , , , . I r \' �. f ! , .: . ; r. . , : .% 4 0 r, . %J; . , , . , . 4 2345 14THOAVENUE V .. d r ,, , . , .: r r . r _ , !`.` : =';; , , . , r ...> - PROPOSED 150 LF OF t? . }.r ; ; f ,: �_�!. , ; r.• K ; , :' , ,•1 " VERO BEACH, FLORIDA 32960 Q °A N a X t _ ,. a ,. ,: , , .,• ,r ,, ,. , ! ? � :..!; : ; { r . , : r , [^,t: b t2.0_ GON.£.I2_,IE f?. Q., , - / MAIN .. = W t r: ,', ..:!r:. _, , _ ,.: r ., , ,, ,. , : , • w.i .. , .. r.. ,r . ,� 2 Pvc FORCE LEGEND. - - N DAHOON HOLLY (11) , f .r. .: t ': rf ; , r - R{,:: T�c rt t ,�Yr' :.FAht, . 1...: 561 567 9875 o m p a LIVE OAK TREE (11) ,,./ , , / N : , • r FOR AU A. y, B . t g .! , ,r ,✓lr{,i rr' ` .f, �. ;, ,t1: ,!r`...- '. cu 1�a': "{.` f r .. 0 12 HEIGHT) f.,' r, .:. ' /, t i; .. �:rl r. r ;I, _ p 12 HEIGHT ( /,. �. r., o r '� r ` P.❑,B.- P❑INT ❑F BEGINNING N o _ r J d` r l' f ,' r : r • J a :' r / ,' '•r r' - r' 2 4 r . rr pC O0 {r ,,:. x'r 1 T ZONING �r 4�45 r. f` -,ter O P.❑.C,- P❑INT ❑F C❑MMENCEMEN -1: . , . .,r�' r f { ,/ r = NT REFERENCE . r` ..r. , ,, ,' ';{'' . ., .,, ; r P.R.M. PERMANE C-512 r" r . ., r : .. ' 1 "r, i % r r f'~- % ABB: GE PALM 9 .� , / r , o r e': C () WAX MYRTLE 12 -,,r .% , f : , . rf r° '^ '.:' �'� N T . ' .r { .r .: 1 ,' -• , r .' : r r ; ,:°` .,' , , -[ !. 'I` ". ;r r r r 1. ,r,r i r-� M❑NUME �- (1s -._o HEIGHT) s' HEIGHT) :r., ; r: �' - ';',', 1. / • / !: , } P.C.P.= PERMANENT C❑NTR❑L LAND USE (] f rp <� M ( Z C i J. , r f,• r r CT1 f r '.!,f J L I W r. ,' ,%., .' �,. �.. ,,,, f `;ter r. _ % •z POINT ! ,+:. t r P❑I COMMERCIAL 512 DISTRICT (Jl :`rr;'r :r "'"'" � Q . _ 'POST' j{t}`/ ,'' , r: _ _ P./� = P❑INT ❑F CURVATURE F-+ I ,'` ' r . :r' i.F� r', ,,Pi' . ~ I,- r � 1. , 1` ri: :'p3 {`r`' `; VIBURNUM HEDGE Y , ,'t>It°-'r . .,• , , ; ; .. -, `,r -,;, P.T.- P❑INT ❑F TANGENCY ti > , �... CRINUM LILL (6) _ J :`r , " -' - , ". r , . .. s. : r SITE DATA k -f}- e cn . . „ % ,r .. _,f . ., ,r ,r ''rr 'r. 3 HEIG 2 O.C.0C �p I' �;. F f - T N { r-1, ,,' ' f: KEYF',40 �S , �.. P.I. P❑INT ❑F INTERSEC I❑ '. , , I t. ,r_ t 2a J, 2 r `r .•; I IT - 25 600 SF - 0.59 AC = 100.0% cc . 1 / .. ; 1...: J ,• NOTE: - S E AREA G 0 ro . ; - '; , : ', , : , . ,, �-I , . R/W= RIGHT ❑F WAY , ..::. _ l r, , %, ; I . i I : ;, ATI N SHAL = 2 798 SF = 0.06 AC = 10.9% tp HOURS OF OPER 0 L _ BUILDING AREA �� W ,., ' `' -CENTERLINE _ _ _ r o '. � � �4 ,- ' . ro BE 7:00 A.M. TO 10:00 P.M. CONCRETE AREA - 1.948 SF 0.05 Ac 7.6% k, s9 NEV = ELEVATION .•r, W PAVEMENT AREA = i 1,128 SF = 0.26 Ac = 43.5% . r ' <_ y. 10' % MEAS = MEASURED TOTAL IMPERVIOUS AREA . = 15,874 SF = 0.37 Ac = 62.0% t; 19' 16.6 16. 7 16.67 1 .67' 16.67' 1 7' „ '.24, _ • ♦ is {z,70" L .. E/P = EDGE ❑F PAVEMENT TOTAL OPEN AREA = 9,726 SF = 0.22 AC = - 38.0% ' RO 0 D CAR W SH BUI DI G ATI -, r '? .. ,&DSCAPE DATA AUTOMATIC , LAN N.FL. L. = 4.80 r - Wit, ,PRE f?U��D. fr, ST�T10N, CONTROL T❑B = TOP ❑F BANK } BAY ?.r_'�/NF �N: ; VE PiT MANUAL ANU L MA UAL MANU L EC ANICAL r, ,;�: r.,,r, >:,, �, ! . C/❑ = CLEAN -❑UT B ILDING HEIGHT 5 BAY BAY B Y BAY 1 ROOM ' - . ', G ': '' e Ic�r 0 T R U TREES AL❑NG C.R. 512 BUFFER C4 CANOPY AND 5 UNDER LF) ,;r iSRC� fSS� 13p..a; , I �r �o i. ,: .. . ELEC =ELEC IC . 1. N RST❑RY/100 LF)C135 LF) = 6.0 CAN❑PY AND 7,0 UNDERST❑RY I'' `! I M . . . C4 CAN❑PY AND 5 U DE : r .;' :r! �.. HT 2 ;, . EAVE HE G 0' AX _1. ,; , , : ; , TREES .I ► '.'...� , r,.., r, , : I PINE TREE ALONG SOUTH PR❑PERTY LINE - 1 TREE/25 LF C135 LF> - 6.0 REE r .. G DATA K.,; .. 2. TREES AL �::.: f, r `- ':.?, /- r /, , 4.0 TREES C)N I ',. - c - •;` 1 ,! '., b (�.. 3TREES AL EAST PR❑PERTY LINE 1 TREE/35 LF C138 LF) I;,_. . E 0� �i < 1.� ,' r r :. : , : �_ . ;'. j ; , , 'f !..:: ', ;;',, -1 0 - - PARKIN _ _ , ,: �•f ,;:.: ;.. PARKING REQUIRED 2 SPACES/BAY(5 BAYS) = 10 SPACES TY N - i TREE/35 LF C138 LF) - 4.0 TREES : r , ' , .: , : r ; : • .. : ; ., _ . 4. TREES ALONG WEST PROPER LIE Sw I ; T Jt. I:'r, O ,,. r,,, ., PK NA L NON VEHICULAR OPEN SPACE 1 TREE/2,00 0 SF C9 726 SF) 5.0 TREES I , r : ,, „,.,. , ,- f _ 0 LF POST _ 5, O ��:';-, , -; f r.. ,', %,`.I!4,.. �, j_ rtr 4; 9 PARKING PROVIDED 10 SPACES (6 AT VACUUM AND = . �: , , , ,DEVELOPMENT Tc PATH TREE/5 SPACES Ci0 SPACES) 2.0 TREES , • , , = r,1_ 6. OFF STREET PARKING - 1 , . -I: f: ,,.,I I I E 4 STANDARD) r ; f./ ,'I'�,;I",I,?"I�"",�-,t"--,-�_,.TAL NDDESTA D. : r . r ,.CABLE PEDES7. TOTALS,: : 1::- I ♦ ::I. 1. J 1 RE 34 TREES r . ,. , r _ , , I.11 t %, W TOTAL TREES REQUI D / f I , �._ '. - , f, r.: is . r F .- :: 1 -- f/, o R R AS N❑TED ,, , , 0 T❑TAL TREES PROVIDED - 43 TREES ;, 1rE:,: > r 1 1 ,.,,-".,,,.,, q ,:,;� ,,;•• 2x12 CONCRETE SLAB FOR CONSTRUCTION SCHEDULE f,r: { :: I r 1 y ( R rr w-. - • . F 1i : _ r T R :z :R1r1 .Er ,!!!! MASTER WITH 6' HIGH WOOD O SANITARY CLEAN ❑UT V r:. . , FCP�� ,': w >= y > I ou . . I , f. L f ;' r _ r b START CONSTRUCTION AUGUST 2000 f' , ,� `_ . : FENCE 3 SIDES AND GATES ,: r - ,;' -: r.': , ` I .; ; .:.:' r E CONSTR I J UARY 2000 iL. 1 TELEPH❑NE PEDESTAL Q b f',. -:; ,, -, .. . NOTES 1 LANDSCAPE N I r T NO UC T ON AN f, r 1 .. r 1- ;- . E ELECTRIC B❑X Z .. I ❑ E ,- >� r l: �' PERMITS REQUIRED r . ,� 1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH r; r �� �S. t' 10 401 :;1-2..-• 2. 1 , ... 2 .. 2 . T N DR S, - : Cr - •. , :::.<.:. _ ::, ! r' CITY OF SEBASTIAN SITE PLAN APPROVAL THE APPLICABLE PROVISIONS ❑F THE CITY OF SEBAS IA IL ,. �+f . _ 4 :, (F ;•'' 2_ a '.? Q A T RY MANH❑LE i' I � :. .....::... 1 .... .::' ti _ _ :.. -:. I :: ::::.:.. OF WAY RMIT 1 a :: '.: ; .' :;..... I -o- IRRIGATI❑N METER Cm' OF sEBASTIAN RIGHT PE 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED -1.❑ A DEPTH ❑F ��-- �= �. �� . - 24,70 ,k .. " . 4.85 I .. �. INDIAN RIVER COUNTY UTILITY PERMIT X . _,-�._ 4 -42 DISCHARGE PERMIT Q MULCH. .•: S.J.R.W.M.D. oC 3 WITH A BARK OR SHREDDED ❑RGANIC MATERIAL T _S 1__ mow___ - _ `- -=- ' - x. I_a_ -_-- ' ,--_ ._ _.�__`•� 3'. - - _ _�= . _ I CQ WA ER METER F❑UND 3/4 _ NAIL I .J ,- T T N cJ ,.,; • 00% IRRIGA LD WITH A SHALL BE 1 ..; n.. t'k k A N 3. ALL LANDSCAPED AREAS P P I� ,%> .' &DISK N 38 10 37 E ® DRAINAGE CATCH B SI FLOOD ZONE $,:.; IRON PIPE N 38 10 37 E _ _ - - - - -- - - - . 1. ALIT❑MATCC SPRINKLER SYSTEM. -� _� _ _ 4_ ' _ __�_. a 455.07' MEASURED S 38e10'37'/W 160,00' �ZPROPOSED 5/8" ABOVE GROUND, NON METAL 1 335.00' PLAT © TRAFFIC C❑NTR❑L B❑X THE SUBJECT (PROPERTY IS LOCATED IN FLOOD ZONE 'X' 4, AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES 455,00' PLAT SET PK NAIL -/ C*,- ,3 DISK EDGE OF PAVEMENT GALVANIZED DOUBLE DETECTOR CHECK VALVE 335.05 MEASURED PER F.I,R.M. PANEL No. 120 61C0078 E, DATED MAY 4, 1989. 11 I'll AND/OR SHRUBS SHALL BE FULLY SODDED. W/ RPZ BACKFLOW PREVENTER . * I PALM TREE z W PROPOSED 5/8" W R METER c��41 SURVEY BENCHMARK 5. ALL LANDSCAPING MATERIALS SHALL BE FLORIDA NO. I OR BETTER, 0,�_ 2b' Al L A EXIST. F.H. O,r 1 ,° MISC TREE BENCHMARK IS THE TOP OF P.K. NAIL AND DISK AT THE _ _ _ - - _ -� - - N.E. CORNER OF LOT 15, ELEVATION = 22.19' BASED ON - - - - - - - _ - - - --uv ME �jt�- - - - - - - - - - O P❑WER P❑LE NATIONAL GEODETIC VERTICAL DATUM. PROPOSED 8 HIGH EXISTING 6 FOR EMAIN 0 TAP EXISTING WATERMAIN W/ 4' OFF EDGE OF PAVEMENT ENTIRE L SOUTH NE PROP TY LINE 6"x1" TAPPING SLEEVE A D VALVE WASTEWATER SOURCE z . HEDGE BOTH SIDES. TREES NORT 1 SIDE OF FENCE. LIFT STATION TO INDIAN RIVER COUNTY UTILITIES FORCEMAIN ALONG C.R. 512 1. WATER SOURCE Q L ❑ T O ' LOT 7 I ❑ T p I ❑ T INDIAN RNER COUNTY UTILITIES WATER MAIN ALONG ALLEY. . I ' - TAX PARII CEL I.D. NUMBERS) 11 - Ii .i' 13-31-38-0002-02000-000012.0 .. . : 13-31-38-0002-02000-000013.0 I .. .. 13-31-38-0002-02000-000014.0 • •. 0 . . 13-31-38-0002-02000-000015.0 . . . . .. .. SITE ADDRESS 11 Z O - PAVING H N D ®R /y 1 �9 /'� G E P. ,. . . T E PLAN SEBASTIAN. FLORIDA 32958 :. - -. . Q' 1" = 20'-0" LEGAL DESCRIPTION LOTS 12 THRU 15, BLOCK 186. SEBASTIAN HIGHLANDS UNIT 8, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK . - 6, PAGE 10. OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, L DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 1D 24.20 21.60 21.10 TYPE "C" CATCH BASIN * Q 24.20 21.20 21.20 20.70 TYPE "C" CATCH BASIN * 30 22.50 21.00 20.50 TYPE "C" CATCH BASIN ® 24.65 20.00 19.50 MODIFIED ONI L CATCH BASIN ROSTRUCTURE O 19.50 MITERED END SECTION © 19.00 MITERED END SECTION 0 1 19.00 MITERED END SECTION 1 FLORIDA. 10 Q (Y.. . 111 :. U (N .. .. 'Tm L/ Q . . - Ln m ._' 48 H�OURS�BEFORE DIGGING i a7i IEET CALL TOLL FREE 1-800-432 4770 ci . . SUNSHINE STATE RIDA IONE NC. CALL I .. .. _ ' i - L OF 3 RANDALL LEE MOSBY, FL PE #22326 . 00-236 * H-20 TRAFFIC BEARING GRATE I . I 1. I I I I ­1 - 11 . I I I I , I I I I I I 11 I I - ­ - _1 - ­­-, � I I 1 ­ i, - "Ill "I'll" - I I I ., �:_ I I .1 I , I I . .1 I I � I � I ., -_ -, �_ _ " . k, , - . --- 1 EROSION AND SEDIMENTATION GONTKOL NOTES 4' G/L FENCE GENERAL' NOTES �l1 0 0 -1/2" TYPE 5 -1 HANDICAPPED PARK tN6 PROPERTY LINE j-\I ASPHALTIC CONCRETE ON TOP OF WALL GONSTRUG710N AGT I V I T I ES GAN RESULT IN THE GENERATION OF SIGN 1 F IGANT `t `�' ONSTRUGT 6" COQUINA OR SIGN PER FTP-25 I 1. GONTRAGTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE O ® I AMOUNTS OF POLLUTANTS WHIGH MAY REAGH 5URFAGE OR GROUND WATERS. LIME KOGK BA5E GOMPAGTED 1 GONDITION5 DEFOKE STARTING GON5TRUGTION. TO 96% MAX. DRY DENSITY 5' 2' 6' I 26' I 2' ONE OF THE PRIMARY POLLUTANTS OF 5URFAGE WATERS 15 SEDIMENT DUE TO PER AA5HTO T-160 METHOD, 2. ANY DISGREPANGIES ON THE DRAWINGS SHALL BE BROUGHT TO EROSION. EXGE551VE QUANTITIES OF SEDIMENT WHIGH REAGH WATER DODIE5 �. EXISTING 1 RETENTION AREA DRIVEWAY I.. OF FLOODPLAINS HAVE DEEN SHOWN TO ' ADVERSELY AFFECT THEIR PHYSICAL, LOR 100 "~ I I i .. THE ATTENTION OF THE ENGINEER DEFORE GOMMENGIN6 WORK. �A111C1114 iT. WALK I 1 DIOLOGIGAL AND GHEMIGAL PROPERTIES. I TRANSPORTED 5EDIMENT GAN 8 aIAncv I 3. GONTRAGTOR SHALL ODTAIN ALL REQUIRED DUILDING PERMITS 065TKUGT STREAM GHANNEL5, REDUGE HYDRAULIC, GAPAGITY OF WATER DODIE5 I TOP WALL BEFORE GOMMENGING WORK. OF FLOODPLAIN5, REDUGE THE DESIGN GAPAGITY OF GULVEKT5 AND OTHER BLUE o I EL. 24.70' ,I, I 4.60 5_ LOPE/PLAN WOKK5, AND ELIMINATE 6ENTHiC, INVEKTE6RATE5 AND FISH SPAWNING R 2 .10' 4. GONTRAC,TOK 5HALL DE KE5PON51OLE FOR LOCATION OF ALL 5UD5TKATE5 BY SILTATION.' EXGE551VE 5U5PENDED 5EDIMENT5 REDUGE o 0 �o EXISTING UTILITIES. THE GONTRAGTOR SHALL CONTACT ALL LIGHT PENETRATION AND THEREFORE, REDUGE PRIMARY PKODUGTIVITY. GONGEKNED UTILITIES AT LEA5T 48 HOUR5 IN ADVANCE FORCIE Ce 12 i$50 FQN� 4 1 GON5TKUGTION OPERATIONS. MINIMUM STANDARDS IS S A ..� Ir It" GRADE MIN. DEPTH - _ 5' NEW STABILIZED SUD - BTM. RETENTION 22. OF 8", COMPACTED TO 98Y MAX. DRY ty ry 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO DE MADE 1. 5EDIMENT DASIN ANO ITRAPS, PERIMETER DIKES, 5EDIMENT BARRIERS m i. DENSITY PER AA5HT0 T-180 METHOD, WHITE 5' 12' I WITHOUT PRIOR APPROVAL OF THE ENGINEER. AND OTHER MEASURES INTENDED TO TRAP 5EDIMENT 5HALL DE�� MIN. FOV 50 P51. 0 MIN ` FTP 2J GONSTRUGTED AS A' FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY j 6. ALL GONSTRUGTION SHALL DE COMPLETED IN ACCORDANCE WITH AND 5HALL DE MADE FUNCTIONAL' BEFORE UN5LOPE LAND DISTURDANGE to FLEXIBLE PAVEMENT SECTION PEKPENDIGULAR THE APPLIGADLE OKDINANGE5 OF CITY OF 5EBA5TIAN, FLORIDA. TAKES PLACE. CO SECTION A -A N.T.S. I 7. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY DAVID M. 2. ALL 5EDIMENT CONTROL MEASURES ARE TO DE ADJUSTED TO MEET FIELD JONE5, DATED 5/15/00. ALL ELEVATIONS ARE PER BENGHMARK GONDITION5 AT THE TIME OF GON5TKUGTION AND DE GON5TKUGTED REFERENGED..ON THIS SURVEY. PRIOR TO ANY GRADING OR DI5TURDANGE OF EXISTING 5URFAGE SAW -GUT AND TACK NOTES' MATERIAL ON BALANCE OF 51TE. PERIMETER 5EDIMENT CARRIERS GOAT EXI5TIN& EDGE 1'-O" o 8: REFER TO SOILS REPORT PREPARED DY KSM ENGINEERING AND 5HALL DE CON5TKUGTED TO PREVENT 5EDIMENT OR TKA5H FROM FLOWING X _ 1. TOP PORTION OF FTP 25 5HALL HAVE A REFLECTIVE GLUE PROPERTY LINE TESTING, ING., DATED 5/24/00 FOR EXISTING 501L GONDITION5. OR FLOATING ON TO ADJACENT PROPERTIES. EXISTING ASPHALT PROPOSED ASPHALT PAVEMENT BAGKGKOUND WITH REFLEGTIVE SYMBOL AND BORDER. 1 _ � 20' ALLEY q GONTRAGTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL 3. PERMANENT OR TEMPORARY SOIL 5TABILIZATION 5HALL DE APPLIED TO rn W f� � Q 2. BOTTOM PORTION SHALL HAVE A REFLEGTIVE WHITE 5UB-GRADE AND DA5E. TE5T5 5HALL DE PREPARED PER ASHTO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE iS REACHED DAGKGKOUND WITH DLAGK OPAQUE LEGEND AND BORDER. i T -180 METHOD. ZATION :> 1 10' 8' 1'I 12' ON ANY PORTION OF THE SITE. TEMPORARY SOtL STADILI ° EXISTING VEMEN DRIVEWAY 10. 5LOPE GRADES FROM ELEVATIONS SHOWN TO EXI5TIN& GRADE AT NOT DEB AT FINAL GRADE BUT WITHIN EW DAYS TO DENUDED AREAS THAT MAY �. 3. FTP 25 IS FOR USE IN AREA5 WHERE 5PAGE i5 LIMITED. LONGER /-. .a.• .` M WILL REMAIN UNDISTURBED FO L y, � PROPERTY LINE. THAN 30 DAYS. PERMANENT STABILIZATION 5HALL BE APPLIED TO S� 5 4. HEIGHT 5HALL DE 7 FEET MEASURED FROM THE GROUND AREAS THAT ARE TO DE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. OR SIDEWALK TO THE BOTTOM OF 'PERMIT ONLY" SIGN OR FUL Y 50D 11. ENGINEER 5HALL DE NOTIFIED AT LEA5T 48 HOURS IN ADVANCE 1� 6 FEET TO THE BOTTOM OF b250 FINE" SIGN. ! FOR ANY INSPECTION. 4. DURING GON5TKUGTION OF THE PROJECT, SOIL STOCKPILES SHALL DE EXISTING BV/z ASE PROPOSED DA5E 5TA61LIZED OR PROTECTED WITH 5EDIMENT TRAPPING MEASURES. THE PROPOSED SUB -GRADE 470 SLOPE/PLAN 12 GONGRETE PAVEMENT ALTERNATE SHALL DE PROVIDED WITH APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND EXISTING SUB -GRADE GONTRAGTION JOINTS (20' MAXIMUM SPAGIN&) WITH 1-V2" DEPTH. PERMANENT 5TABILIZATION OF ALL 501L STOCKPILES ON 51TE A5 WELL HANDICAPPED PARKING DETAIL As 501E INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. C 13. GONGRETE PAVEMENT ALTERNATE 5HALL DE PROVIDED WITH A PAVEMENT SAW -CUT AND BUTT JOINT -E - 4 1 PIGMENTED LIQUID MEMBRANE GUKIN& COMPOUND GONFOKMIN& TO 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTADLISHED ON DENUDED Z N.T.S. NTS sissssil THE REQUIREMENTS OF A5TM DE51GNATION (309). AREAS NOT OTHERWISE PERMANENTLY 5TAD1LiZED. PERMANENT VEGETATION SHALL NOT DE GON5IDEKED ESTABLISHED UNTIL A GROUND 14. ALL TRAFFIC, GONTKOL DEVIGE5 5HALL DE IN AGGORDANGE WITH GOVEK 15 AGHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 M.U.T.G.D. 5TANDARD5. UNIFORM, MATURE ENOUGH TO 5UKVIVE AND WILL INHIDIT EROSION. V) 5" UNREINFORGED GONGRETE { �+Uj IF'G•3000 P.5.1.1 1 SECTION B-B 15. ALL GONSTRUGTtON SHALL BE IN ACCORDANCE WITH THE FLORIDA 6. STABILIZATION MEASURES SHALL DE APPLIED TO EARTHEN STRUCTURES 0 4'-5" 3'-4" I DEPARTMENT OF TRANSPORTATION "STANDARD SPEGIFIGATIONS FOR SNSTALLATIONMS, D1KE5 AND DIVERSIONS IMMEDIATELY AFTER O O .. ROAD AND BRIDGE GON5TKUGTION",DATED 1994. Q _ o a ,•. 16. ALL PARKING 5PAGE MARKINGS, WITH THE EXCEPTION OF THE 7. 5URFAGE RUNOFF FROM DISTURBED AREAS THAT iS COMPRISED OF FLOW 11 w Z 2 O �D • :1 1 2r-O" HANDICAPPED PARKING 5PAGE5, 5HALL DE MARKED IN WHITE FROM DRAINAGE AREA5 GREATER THAN OR EQUAL TO THREE ACRES SHALL V z 0 �s o GRAMsw^Irl I RETKO-REFLEGTIVE TRAFFIC. PAINT AND IN AGGORDANGE WITH BE CONTROLLED DY A 5EDIMENT DA51N. THE 5EDIMENT DA51N 5HALL I� z a 0 THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T.) STANDARD DE DESIGNED AND GON5TKUGTED TO AGGOMMODATE THE ANTIGiPATED W _ J 5PEGIFIGATION5 FOR ROAD AND DRID&E GON5TKUGTION, 1994, 5EDIMENT LOADING FROM THE LAND-Di5TURDING ACTIVITY. THE c �• �- ,= b 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) SECTION 710. OUTFALL DEVICE OR 5Y5TEM DESIGN 5HALL TAKE INTO AGGOUNT THE r TOTAL DRAINAGE AREA FLOWING THROUGH THE D15TURDED AREA TO DE-- H.S. 20 SERVED BY THE DASIN. Q °f a TRAFFIC GRATE w FORM SAUCER WITH 3" CONTINUOUS EARTHEN 17. ALL HANDICAP PARKING SPADES SHALL DE PROPERLY SIGNED AND z w w Z X tr RIM AROUND PLANTING HOLE MARKED IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC m O Q �I DE516N STANDARDS INDEX NO. 17346. 8. AFTER ANY 51&NIFIGANT RAINFALL, SEDIMENT CONTROL STRUCTURES °cal O 0. U. d Q SMFOr A � WILL DE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVIGE5 5HALL DE a m re 6" 5TABIUZED SUB -GRADE ►'� SIZE PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT 18. ALL PARKING STRIPES WITH THE EXCEPTION OF HANDICAPPED GORKEGTED IMMEDIATELY. FBV OF 50 P.5.1. GOMPAGTEC) I BALL. PLANTING PIT WIDTH SHALL BE TWICE THE TO 98X MAX. DRY DENSITY 1 DIAMETER FOR ROOT BALLS 2' AND UNDER OR 5PAGE5 5HALL DE 4" WIDE, WHITE REFLEGTIVE TRAFFIC, PAINT. PER AA5HT0 T -180 METHOD ` &KATE ='' _ 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. ! `l. GONGENTKATED RUNOFF 5HALL NOT FLOW DOWN GUT OR FILL 5LOPF-5 °Q n�_nra = I y : -IIII 1% ALL GOMPAGT 5PAGE5 SHALL DE MARKED "GOMPAGT" ON THE STALL UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT m III - � re :, OR TIRE STOP. GHANNEL, FLUME OK SLOPE DRAIN 5TRUGTURE. x M;T _ BACKFILL AROUND ROOT BALL BY MIXING 1 /3 CONCRETE PAVEMENT SECTION 'Y PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL b : r COMPACTED SUBGRADE 10. WHENEVER WATER SEEPS FROM A SLOPE FAGS, ADEQUATE DRAINAGE OR O NTS OTHER PKOTEGT ION SHALL DE PROVIDED. p�rj SECTION i2" GRAVEL SUMP I - -II'' PLANT TOP OF ROOT BALL EVEN WITH FINISHED (ALTERNATE)=11111 =)IIII=_II(II-IIII _ GRADE r.. =IIII (= I � � � �- (IIII � 11. SEDIMENT WILL BE PREVENTED FROM ENTER iN6 ANY STORM DRAIN PLACE ROOT BALL AT BOTTOM OF PLANTING PIT SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE ON UNDISTURBED SUBGRADE ! MADE OPERADLE DURING GON5TKUGTION SHALL DE PROTECTED 50 THAT I PLACE RUBBER HOSE ON WIRE AT ALL POINTS MATCH EXISTING GRADE PRE -CAST TYPE MCA CATCH BASIN OF CONTACT WITH TREE 5EDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM AT 5AW -GUT i; , WITHOUT FIR5T BEING FILTERED OR OTHERWISE TREATED TO REMOVE SAW -GUT EXISTING ASPHALT SHRUB /G R 0 U N D C 0 VE R PLANTING DETAIL f' i 5EDIMENT. EX IST iN& N.T.S. PROPOSED ASPHALT CONCRETE N.T.S. PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS), 12. DEFORE TEMPORARY OR NEWLY GONSTRUGTED STORMWATER CONVEYANCE PAVEMENT OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL GHANNEL5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND DISTANCE AROUND TREE ABOVE FIRST LATERAL ANY REQUIRED TEMPORARY OR PERMANENT GHANNEL LINING 5HALL BE ....: , .;;:...• BRANCH AND 6-9" FROM TOP OF STAKE. INSTALLED IN BOTH THE GONVEYANGE GHANNEL AND KEGEIVING i• ; * GHANNEL. •, GONTROL 5TRUGTURE 12"$ KGP MODIFIED TYPE G' INLET OUTFALL PIPE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 13. WHEN WORK IN A LiVE WATEKCOUK5E 15 PERFORMED, PREGAUTION5 5TADILIZED &RATE EL.- 24.6� IF APPLICABLE SHALL DE TAKEN TO MINIMIZE ENGKOAGHMENT, GONTROL 5EDIMENT 5UDGKADE 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT P0551DLE DURING GON5TKUGTION. NONEKODIDLE MATERIAL 5HALL BE FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN U5ED FOR THE GON5TRUGTION OF GAU5EWAY5 AND GOFFERDAM5. ❑ 2.5"X3" DLEEDER� OKIFIGE EARTHEN FILL MAY DE U5ED FOR THESE 5TKUGTUKE5 IF ARMORED DY W r 1 RIM AROUND PLANTING HOLE ' R ♦^ INV. EL. 23.43' NONERODIBLE COVER MATERIALS. L V `/, SAW -CUT AND BUTT" JOINT 12"$ RCP 2"x2"x10' WOOD STAKE DRIVEN 3' BELOW GRADE 14 WHEN A LIVE WATERCOURSE MUST 6E GR055ED BY GON5TKUGTION PAVEMENT SA Q N.T.S. VEHIGLE5, A TEMPORARY STREAM GROSSING GON5TRUGTED OF (ALTERNATE) NONERODIDLE MATERIAL SHALL DE PROVIDED. INV. EL. • 20.00 15. THE DED AND DANK5 OF A WATERCOURSE 5HALL DE 5TADILIZED 7" _ s i IMMEDIATELY AFTER WORK IN THE WATERCOURSE 15 GOMPLETED. O Z 6" DOWNTURNED ELBOW FIT � � -I � I _ I = ' F' INTO PR�GAST GONGENTRiG _ ' 16. PERIODIC, IN5PECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL a ( p: 'n CORE 2' INTO 5TRUGTURE III ` = 5TKUCTURE5 MUST DE PROVIDED I TO ENSURE INTENDED PURPOSE 15 ��. • . s. �R: •. 5EGTION W/ DOTTOM EL. • 22.93' ' II PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT AGGOMPLI5HED. THE DEVELOPER, OWNER AND/OR GONTRAGTOR 5HALL DE Q Q PLAN _ _ ; BALL PLUS 6" FOR SETTING LAYER OF COMPACTED CONTINUALLY KE5PON51DLE FOR ALL 5EDIMENT LEAVING THE PROPERTY. ALUMINUM POLLUTION RETARDANT RAFFLE ATTGHEO 111= _ _ - _- BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE SEDIMENT CONTROL MEA5UKE5 5HALL DE IN WORKING CONDITION AT THE #4 DOWELS 0 � TO 6ASIN W/ 5/64 5TANLF-55 STEEL MASONRY DOLTS 11111-IIIII-(IIII=II =11 ' DIAMETER OF ROOT BALL END OF EACH WORKING DAY. FOR ANCHORING #4 DOWEL AT 6' O.G. AND SEALED WITH RAM-NEK BACKFILL AROUND ROOTBALL AS SPECIFIED (2 REQUIRED) TOP EL. 24.65' AND DOTTOM EL. • 22.93` { 17. UNDERGROUND UTILITY LINES SHALL DE INSTALLED IN AGGORDANGE WITH THE FOLLOWING 5TANDARD5 IN ADDITION TO OTHER APPLIGADLE GKITEKIA' PRE -CAST TYPE 'C' CATCH BASIN (CONTROL STRUCTURE) PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY Q r^ f-O" 4'-O" 1'-0" N,T , HIGHER THAN FINISHED GRADE A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT Vi 6'-O" I I' PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ONE TIME. { ON 6" LAYER OF COMPACTED BACKFILL D. EXCAVATED MATERIAL 5HALL DE PLACED ON THE UPHILL 51DE OF FRONT ELEVATION 5EGTION THENGH ES �12Ecrlorl of F_,,,,, is „-, Z nDRI C^� ! G. EFFLUENT FROM DEWATERIN& OPERATIONS 5HALL DE FILTERED OR F PRE-CAST CONCRETE WHEEL STOP DETAIL DnucF SILT -BARRIER TREE PLANTING DETAIL PA55ED THROUGH AN APPROVED 5EDIMENT TRAPPING DEVICE, OR (FABRIC FENGEI j N.T.S. DOTH, AND DI5GHAR&ED IN A MANNER THAT DOE5 NOT ADVER5ELY W N.T.S. AFFECT FLOWING STREAMS OR OFF-51TE PROPERTY. �- - a TOE M .__L._ t 5' - O" SODDED SL `0 1-1/2" TYPE 5 -1 ASPHALTIC F_. I I I { I `� � EXISTING GRADE GONGKETE SLOPE / PLAN I SLOPE / PLAN x TOE OF 5LO 6X6 10/10 WWM I--- VARIES i# 4 DAK GON7 D. RESTADILIZATION SHALL DE ACCOMPLISHED IN ACCORDANCE WITH ^ THESE KEGULATION5. 0. 16. WHERE GON5TKUGTION VEHIGLE AGGE55 ROUTE5 INTEK5EGT PAVED PUDLIG ROADS, PKOV1510N5 5HALL DE MADE TO MINIMIZE THE TRANSPORT OF 5EDIMENT DY TKAGKIN& ONTO THE PAVED 5URFAGE, WHERE 5EDIMENT 15 TRANSPORTED ONTO A PUDLIG ROAD 5URFAGE WITH GURD5 AND GUTTERS, THE ROAD SHALL DE GLEANED THOROUGHLY AT THE Q END OF EACH DAY. SEDIMENT 5HALL DE REMOVED FROM THE ROADS DY 5HOVELIN& OR SWEEPING AND TRANSPORTED TO A 5EDIMENT GONTKOL 0 DISPOSAL AREA. STREET WASHING SHALL DE ALLOWED ONLY AFTER SEDIMENT 15 REMOVED IN TH15 MANNER. THIS PROVISION SHALL FAIR IC, FENCE S 1LT -GARB 1ER or Lf- 6.4V G6.25' Dlmensions permitted to allow use of 8'stoncb, pipe lengths. APPLY TO INDIVIDUAL SUDDIVISION LOTS AS WELL AS TO LAR&ER O 10.4o' O /0.I0' Dimensions permitted to allow use of 12' standard pipe lengths. LAND - D I5TK I DUT I NG AGT I V I T I ES. ♦^ O Concrete slob shall be deepened to form bridge ocross orcwn of pipe. See sect/on below. �/♦ 6" �- 19. ALL TEMPORARY EROSION AND 5EDIMENT CONTROL MEA5URE5 SHALL DE 6" LIMEROGK OR COQUINA ��$Od I_ r_ _I Beveled Or Ramd Corners REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER MIN, r constrOct lon Joints Permitted THE TEMPORARY MEA5URE5 ARE NO LONGER NEEDED, IN THE OPINION OF DA5E ANCHOR BALES WITH TWO (2) Grove THE REVIEWER. DI5TURBED 501L AREA5 KE5ULTIN& FROM THE 6" 5TADILIZED 5UD-GRADE 2"X 2"X 4' 5TAKE5 THROUGH in L I Ss DISPOSITION OF TEMPORARY MEASURES SHALL DE PERMANENTLY EACH DALE o e e I e I 5TADILIZED TO PREVENT FURTHER EROSION AND 5EDiMENTATiON. ` M 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM GON5TKUGTiON 51TE V/ li CONCRETE SIDEWALK DETAIL 5HALL DE PROTECTED FROM SEDIMENT DISPOSITION AND ER0510P1. Q � ��orres-see i I I " 3 21. PHASED PROJECTS SHOULD DE GLEANED IN GONJUNGT ION WITH L U N.T.S.%CONSTRUCT ION OF EACH PHASE. wrlpr �qNote, See Sheets 5 and 6 for details and genera/ notes. A C 22. EROSION CONTROL DESIGN AND GON5TKUGTION SHALL FOLLOW THE / ♦ ^' F3ALED HAY SILT - F3ARR IER �• r" B >n I ' I REQUIREMENTS IN INDEX N05. 101, 102 AND 103 OF FDOT ROADWAY v `V Ores Fastener z AND TRAFFIC, DE516N 5TANDAKD5. r SLOPE I PLANoo �d,4, " a Ta, Sod 23. THE REVIEWER MAY APPROVE MODIFIGATIONS OR ALTER PLAN5 TO THESE Q _ PERIMETER F-RO51 ON AND 5EDIMENT CONTROL Concrete slab, 3' Thin, Reinforced w»n -xQ X. Xe �x ` x . X� a concrete Connector eansinuarlonJbrnbPermltted wwF6x6wl.4xw1.4 �+I EROSION GONTROLiGRITERIA DUE TO SITE SPECIFIC CONDITIONS.17) Pipe _ _ _ d # Ditch Grade m III LSodt/le � 1a -I I -I I i-I I III -I I -III-III-I I _I NOTES 2 �+• LLI TOP V/EW -SINGLE P/PE _I1 I L CONTRACTOR IS REQUIRED TO PREVENT ANY 5EDIMENT TRANSPORT FROM TI-E PROJECT I 2� Not Less Than D � T1J1 SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER DALED HAY OR FADRIG FENCE *SA)per 1 I 48 HOURS BEFORE DiG G .III -I I� TYPE SILT CARRIER IS AGGEPTADLE TFE CARRIER MUST REMAIN IN PLACE UNfiL UPLAPD No Pipe Joint Permitted 6• To f Plpe For P/pa /8' And Smaller VEGETATION 15 ESTADLISHED. unless Approved By The Engineer f 3, 6' 2, Sod Ed For Pipes 24' And Larger. 2 DEFORE REMOVING SILT DARRIER, CONTRACTOR SHALL COLLECT MAD P*f`05E OF ANY CALL TOLL FREE E� 6X6 MAMA A W WF nGGUMl LATED SILT. Paid For As Plpe Culvert F Ilsipe To Be IncWed Under Unit Price For Mitered End Section) 1 D00 A� SECTION SUNSHINE S E OF I C. �. C2 CONCRETE SIDEWALK DETAIL SILT FENCE DETAIL 1 MITERED END SECTION F.D.O.T. INDEX NO. 273 OF 3 N.T.S. RANDALL LEE MOSBY,, FL PE #2232 00-236 I. DIMENSIONS & OUANT/TIES I 'r M GRATE SIZES CONCRETE (Cu. MS.) SODDING (Sq. YdS.1 D X A B C E F G N Single Double Triple Quad Standard Extra Single Double Triple Ouad Single Double Triple Quad Pipe Pipe Pipe Pipe Weight Pipe Strong Pip Pipe Pipe Pipe Pipe Pie Pipe Pipe Pipe 1 21-71 2.27' 4. 6.36' 1.22 4.63 7.YJ' .79' 12.37' 1. 0.76 1.16 1.51 /.94 8 /0 11 12 l8' 21- E36 5.12, 7.48 .0 ' 9' 1.41, 4. 7.75' 10.58' 13.42' l.2/ 0.85 1.28 1.7/ P.17 9 /2 /3 P 3 -5' 2.53 7.0 G 9.71, 7.03' 0 11' /.73 5. 6.92' /2.33' /5.75 I.25 I.02 1.56 2./5 2.75 /0 /2 /J /5 4 - 2.70 9.25 //.95 0 ' 13, 2.00' 6.06 p.33 /4.58' 18.83 1.29 P 1.23 1.96 2.74 3.50 /2 /4 D' 5 2.87' 11.31' l4.1 11.03'O 15' 2.24' 6.67 11.75 /6.83' 2l. /.33 P I.40 2.38 3.33 4.P4 /3 PO 6 3.05 13.37 1.1 I. D .45 7.25 /3.25, 6.25' 25.25 /.38 P J 1.60 4.04 5.26 /4 !7 N E2 6'-9' 3.22' 15.43 18.65' 15.03' 19' 2.65 7.83 /4.58' 2/.33' PB.08' 1.42 P 3 1.8/ 3.26 4.70 6.14 1 l8 2J 4 7- n.49 PO 88' A. 2l' 2.83' 8.42 /6.08' 23.75' 31.42 1.46 2 Q3 3.78 5.54 7.28 /7 2D 23 8 B'-6' 3.56 1- 23.11 19.03' 23 3. 9. /750 26.00 34.50 / 2.2B 4.36 6.43 8.50 22 25 29 I i I R IB GRINDER FT ST TI SUBMERS LE IND I d. The pump/motor shaft shall be constructed of 420 stainless steel and shall be keyed to accept PART 3 EXECUTION -, TIO SpFrIF10A NS FOR the impeller. The impeller shall be secured to the shaft by a stainless steel locking bolt or nut. Shafts I PART 1 GENERAL that have tapered or threaded ends for securing the impeller will not be acceptable. 3.01 INSTALLATION 1.01 WORK INCLUDED e. Sealing of the power cable entrance into the terminal chamber shall be provided by a buna-n in a compression fitting. Epoxy or other compounds used in the sealing of the power cable 1. Installation shall be by others in strict accordance with the CONTRACTOR'S instruction) and recommendations in the locations shown on the Drawings. Anchor bolts shall be set by others in1. The work included under this Section consists of furnishing submersible grinder pumps, motors, controls and related equipment for the pump station as shown on the drawings and specified herein. grommet entry is unacceptable. The terminal chamber shall be isolated from the motor chamber by a watertight accordance with the manufacturers recommendations. The station shall be fully tested, complete, and in operating condition, barrier. 2. Upon completion of each station, the PUMP MANUFACTURER shall inspect the installation and S.S. HINGES ! 5. Cable I submit a certificate stating that the installation of the equipment is satisfactory, and that the 1.02 QUALITY ASSURANCE equipment is ready for operation. 1. Unit Integrity. The pumps, motors, control panel, access cover, and guide rail assemblies shall be Pump motor cable shall be of the SO/SOW type suitable for submersible pump applications with the 3.02 TESTING supplied by the pump supplier to insure unit integrity. rating permanently embossed on the cable. Cable length shall be sufficient to reach the control panel Pump Tests The supplier shall perform the following tests on each pump before shipment without the need for junction boxes or splices. Cable sizing shall conform to NEC requirements for the full load current of the pump motor. The power cable from each pump shall be pulled to the control 1. After all pumps have been completely installed, the CONTRACTOR along with the PUMP SUPPLIER to 2. pump from the supplier: panel through a minimum of a 2" diameter conduit. All float switches shall be pulled through a shall conduct in the presence of the OWNER and the ENGINEER such tests as are necessary indicate that the pump station conforms to the Specifications. Field tests shall include all pumps a. Megger the pump for insulation breaks or moisture. b. Internally the motor housing to 5 psi with a halogen gas. Check all O-ring mating separate 2" diameter conduit. included under this Section. The CONTRACTOR shall supply all electric power, water or wastewater, tests. t 0 1JI pressurize surfaces for gas leaks with a halogen gas detector. labor, equipment and incidentals required to complete the field c. Verify voltage setting matches order requirements. 2.03 ACCESSORIES 2. Prior to the final test, the CONTRACTOR shall flush all influent lines to the station and then shall CID d.Pump shall be run dry to verify rotation, phase balance, and dynamic balance. A written certified test report giving the above information shall be supplied with each pump at the 1. Access Hatches: remove all debris and sediment that has accumulated in the station bottom. e. time of shipment. f. Each cable end shall be fitted with a rubber shrink fit boot to protect cable ends. The wet well and valve vault shall be equipped with access hatches of the single or double leaf 1 construction in the minimum sizes shown on the drawings. The pump manufacturer shalt coordinate j VENT 3. The Final Acceptance Test shall demonstrate that all items of these specifications have been met the following tests: pump the wet well hatch size with the pumps being furnished while the valve vault cover shall be single leaf; by the equipment as installed and shall include, but not be limited to, a. That the release lift out feature functions properly and allows the pump to be raised and 3. Guaranteed Parts Stocking Program: The pump supplier shall have a guaranteed parts stocking with a minimum of a 36"x 36" clear opening. The hatches shall be fabricated of aluminum diamond quick lowered program in the State of Florida. These parts shall include at least one set of spare parts as listed this If the supplier does not meet this requirement plate reinforced for a 300# load rating. The cover(s) shall be equipped with stainless steel hinges, properly. b. That all units have been properly installed and are in correct alignment. below for each pump supplied on contract. pump for stock program, the contractor shall furnish the following spare parts for each pump. stainless steel automatic hold open arms, and padlock hasps. Hatches shall be as manufactured by Products Electric Specialty. c. That the units operate without overheating or overloading any parts and without objectionable a guaranteed Upper Lip Seal Inspection Plug Washers Halliday or vibration. d. That there are no mechanical defects in any of the parts. Lower Mechanical Seal Impeller Bolt Impeller Key 2. Float /Cable Hanger e. That the pumps can deliver the specified pressure and quantity of raw, unscreened sewage. Cutters Cable Upper Bearing A 300 series stainless steel cable holder with a minimum of six hooks of sufficient length and f. That the pump sensors and controls perform satisfactorily as to control sequence; ie, ;correct start Motor strength to provide support for each separate cable shall be furnished. The float/cable hanger shall and stop elevations, and proper alarm level functions. Cable Entry Washer/Grommet Lower Bearing be easily accessed from the hatch opening. Complete Set 0-Rings 4. If the pump performance does not meet the Specifications, corrective measures shall be taken or 4. The pump supplier shall have a factory authorized service facility within a ___ mile radius of 3. Float Switches: Float switches shall be U.L. listed non floating displacement type with sealed mercury switches in a the pumps shall be removed and replaced with pumps which satisfy the conditions specified. A P P P P P Y P 24-hour operating period of the pumps will be required before acceptance. If a pumping station can P 9 P P P q P P P g capable of in shop motor rewinds. No part of a pump being repaired shall leave the chemical resistant polypropylene casing. Sufficient cable shall be provided to reach the control panel not be put into regular service because of the lack of wastewater or discharge force mains, the state of Florida for repair. without the need for splices or junction boxes in addition to providing ample cable for height station shalt be "exercised" at a minimum of two times a month by the CONTRACTOR. adjustments. Float switches shall be Roto-Floats as manufactured by Anchor Scientific. 1.03 SUBMITTALS 1 Co ies of all materials required to establish compliance with the Specifications set forth here shall I ALUMINUM ACCESS HATCH & COVER (LOCKABLE) & WATER TIGHT r- FIBERGLASS WET WELL 2" PVC DRAIN LINE W/ "P-TRAP" �9 SCH 80 PVC UNION OR FLANGE I FIBERGLASS VALVE BOX NTH LOCKABLE ALUMINUM HATCH EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. I 2"0 PLUG VALVE PVC DISCHARGE LINE 1 Ito Z i n N O N = O J D (n • • PVC DISCHARGE N �w w ^ alp o Q LIFT STATION PLAN V Z P 4. Fiberglass Basin. be submitted to the Engineer. Submittals shall include at least the following: g � 2" SIZE „ WATER TIGHT FIBERGLASS VALVE BOX FRP VALVE BOX W ayouts, and weights 2 PVC VENT WITH ALUMINUM ACCESS COVER a. Equipment dimension drawings, anchor bolt l b. Technical data on the pump and motor materials of construction (2-3) FIELD INSTALLED W/ STAINLESS STEEL ( 24 " X 30 " X 30 " p) ~ a 10 c. Motor electrical data 2.04 CONTROL PANEL: j KNOCKOUTS FOR INSECT SCREEN - Q 71 d. Hydraulic performance curves ELECTRICAL CONDUITS °° M O r LU e. Complete bills of materials A pump station control panel shall be provided for each pumping station. The control panel shall Z Q O m respond to liquid level float switches to automatically start and stop the pump to compensate for i. EMERGENCY PULP OUT U f. Control panel layout drawings, schematics, and bills of materials z W variations in pump station influent flow as well as providing visual and audible alarms at high wetwell EL ® 2 �� SCH 80 PVC FW/ QUICK CONNECT CPLG. FIN GRADE 0 a Q 0 m 2. Any equipment that does not conform with all of the detailed requirements of the specifications, levels and visual alarms upon detection of moisture in the pump. Panel shall be as manufactured by z O shall be accompanied by complete descriptions of deviations and all nonconforming aspects. Failure to Electric Specialty or Stacon. The pump control panel shall be the standard system of the U) co z LL m describe any and all deviations from the specifications will be cause for rejection. manufacturer as modified for this application. The wetwell levels to be maintained in operation are as : \� shown on the drawings. a' MIN. V 3. Operating and maintenance manuals shall be furnished in quantities as required by the --CABLE HOLDING _ 1. OPERATION REQUIREMENTS: BRACKET a MIN. 2" 0 MIN Q i w Z X City/County. Manuals shall include all necessry information to instruct operating and maintenance (S.S.) z o�m04 personnel unfamiliar with such equipment. PR #200 rJ N = LL a. The control panel shall include a main circuit breaker, a motor circuit protector, and magnetic t SDRGASKETED PIPE o Z 0 :7. i 1.04 WARRANTY starter, for each pump motor, and 15 ampere, 120 volt circuit breakers as required for control ! 4'-6 INCREASER f •� i SDR 21 ►n Q µ� manufacturer shall warrant the pumps being supplied against defects in circuits and duplex receptacle. > Warranty. The pump m P P 9 P workmanshipand materials for period of one (1) year under normal use, operation and service. The SS LIFTING •.•. • , ;� • CABLE ; , • • � • � 1 PLUG VALVE P b. All pump control operations shalt be accomplished by a float type liquid level control system manufacturer shall replace any parts, which fail under normal use as a result of factory manufacturing operating on a 110 volt circuit. All control components shall be mounted in one common enclosure. defects for a period of one year. The warranty shall be in published form and apply to all similar i units. c. Control switches of the H-O-A type shalt provide means to operate each pump manually or ! 2" SCH 80 PVC DRAIN PLUG VALVE I V! automatically. When operated in the automatic mode, the control logic shall provide means to "P-TRAP") PART 2. PRODUCTS manually select or automatically alternate the position of the "lead" and "lag" pumps after each EL CbC CHECK VALVE aoJ pumping cycle. 0 2.01 MATERIALS All metal components in the lift station, with the exception of the pumps, motors, guide rail bases, 6 " INLET 60 ++ FILL BOX AS NEEDED WiTH and station piping, shall be type 304 stainless steel. d. Provisions for the connection of each pump's thermal overloads into a series configuration with �; the holding coil of the appropriate pump starter shalt be made. This circuit shall shut the pump down FIELD INSTALLED 2' MIN. CONCRETE TO PROVIDE M 0 in the event of motor overtemperature. The circuit shall be automatically resetting. Appropriately PROPER DRAINAGE & BALLAST GRINDER PU P TAMON EQUIPMENT marked terminals shall be provided for the connection of the pump thermal overload leads. 1-1 4�� SCH 80 PVC 2.02 PUMPS % 1. The Contractor shall furnish and install electric motor driven totally submersible grinder pumps as 2. CONSTRUCTION: SDR 21-PR 200 tr. ABS PUMPS INC., ORANGE CITY, FLA. a. The electrical control equipment shall be mounted within a NEMA Type 3R dead front enclosure, 7'-0" SS PUMP SLIDE RAILS (1-1 �4" SCH 40 AIS1 3D4SS PIPE) TY manufactured by _ ______�___.� or preapproved equal constructed of not less than 14 gauge Type 304 stainless steel. LIFTING BAIL fs 2. Pump Design: b. The enclosure shall be equipped with a rain drip shield on top and a dead front outer door fitted a. Pumps shall be capable of handling raw, unscreened sewage. The grinder unit shall be capable of with a piano type hinge and a locking hasp. shearing and reducing to a fine slurry all material normally found in domestic and commercial sewage such as sanitary napkins, disposable diapers, cloth diapers, wash rags, wood, plastic. etc. The slurry C. An aluminum inner door shall have cutouts to expose the operating handles of all breakers and CONTRACTOR INSTALL a -.,. MP DISCHARGE WITH SEALING FLANGE TOP EL. shall be capable of freely passing through a 1 1/4" piping system including check and gate valves. shall incorporate the components necessary for an operator to check the status of a pump. GROUT 1 .5 :1 i d. Control components shall be mounted on a removable back plate that Is secured to the enclosure SLOPE b. The design shall be such that the pumps will be automatically connected to the discharge piping CONCRETE GROUT AS REO'D " with collar studs. when lowered onto the discharge connection guided by one 2 dia SCH 40 304 stainless steel guide FL ENGINEER TO PREVENT - - - FLOTATION 2.7 YD3 � INVERT EL roil. Pumps shall be easily removable for inspection or service, requiring no bolts, nuts or other fastenings to be removed for this purpose and no need for personnel to enter the wet well. Each e. All control components shall be marked with legends for easy identification. MAKE MONOLITHIC POUR inches in a P UM P DATA CHART a . WITH BOTTOM SLAB 'INLET H.L.A. EL. pump shall be fitted with a 300 stainless steel lifting boil with an opening of at least eight c f. Control wire shall be minimum 18 go. AWG, U.L. #1015. All control wire shall be routed through diameter and a series 300 stainless steel lifting cable of adequate strength and length to permit UJ plastic wireways with snap on covers and be neatly bundled and tie wrapped to form a neat assembly. ! EL raising the pump for inspection and removal Each wire shall be numbered both ends with Brady type wire markers. 10 PRIMARY PUMP CAPACITY 19.6 GPM ' ® PRIMARY TDH 107.7 FT o 0 0 0 2ND PUMP ONEL. 3. Grinder Pump Construction: Each conduit enterin the control anel from the wet well shall be fitted with a seal off 3 g• g P 0 SECONDARY PUMP CAPACITY 19.6 GPMconnection as shown on the drawings. Each seal off shall be amply filled with a reusable and pliable '"...: v " ' Q a. The stator casing, oil casing and impeller shall be of grey iron construction, with all parts coming 1ST PUMP ON EL. 0 electrical sealing compound to prevent the intrusion of sewer gas into the control panel. Chico or 4 SECONDARY TDH 107.7 FT into contact with sewage protected by PVC epoxy primer with a compatible epoxy finish coat. All epoxy compounds will not be allowed. external bolts and nuts shall be of 300 stainless steel. 0 PEAK INFLUENT FLOW RATE 6.35 GPM \ \ PUMPS OFF EL.UJ 0 h. Laminated weatherproof wiring schematics of the panel circuits along with o component `CONCRETE BASE SLAB AS PER `--BASIN ANTI -FLOTATION FLANGE b. The pump shall be of the centrifugal type with the rotating cutter mounted on the pump shaft identification legend shall be fixed to the inside of the outer door. © PUMP CYCLE TIME 20 MIN. directly against the impeller. The stationary cutter shall be mounted in an adjustable bottom plate. The bottom plate shall be cost with grooves spiraling outward from the center opening of the plate to 70 PUMP SYSTEM MANUFACTURER ABS SPECIFICATIONS W/ # 4 REBAR 18" O.C. g /� 3. COMPONENTS: 8 ELEVA TION CHART BOTTOM EL. the outer diameter. The impeller shall be a multiple vane centrifugat type. The cutter material shall be ® PUMP MODEL NO. Piranha-S26/2W LL similar to an AISI 440C stainless steel with the addition of cobalt, vanadium, and molybdenum for a, All motor branch circuit breakers and motor starters shall be of hi hest Industrial unlit and LIFT STATION SECTION superior abrasion resistance and a hardness of 58-62 Rockwell C. g quality, Q R.P.M. 3450 � TOP OF WETWELL 25.25 securely fastened to the removable back panels with screws and washers. Back panel shall be topped ® SEE ELEVATION CHART FOR Qa THRU 90 I to accept all mounting screws Self -tapping screws shall not be used to mount any component. �0 HORSE POWER 3.5 © TOP OF VALVE BOX 25.25 c. The common pump and motor shaft shall be 420 stainless steel supported by a heavy duty lower single row ball bearing in 2 and 2.5 horsepower models only while 3 horsepower and above shall have © ELECTRICAL -VOLTS/PHASE 230�1 INLET INVERT 20.80 a maxi -duty double row lower ball bearing. The upper bearing shall be a sealed single row ball D An open frame, across -the -line, otorEMA rated, magnetic motor starter, as manufactured by Square 0.50' LEVEL CONTROL D. shall be furnished for each pump motor. All motor starters shall be equipped to provide overload FULL LOAD F.L.A. PER PUMP © HIGH LEVEL ALARM 20.30 bearing, all models. The cutting elements and impeller shall be designed to keep the overhung load ® 0.50' distance to o minimum. All fasteners shall be 304 stainless steel protection on all phases. Motor starter contacts shall be easily replaceable without removing the AMP. F.L.A. TOTAL d nd 1 g,gp motor starter from its mounted position. 0 2- PUMP ON DIAGRAM d. Each um shall be equipped with two seals. The lower seal (pump side) shall be of the PUMP DISCHARGE SIZE 1 -1 4' e st 19 30 0.50' pumpc. A duplex 15 AMP GFI utililty receptacle providing 120 volt 60 hertz, single phase power shalt be © 0 1 PUMP ON 0.22' mechanical type with silicon carbide faces. The upper seal shall be a lip type seal mounted at a mounted inside of the enclosure on the inner door. ® MIN. DIA. SOLIDS fQ PUMPS OFF 19.08 slight angle to the shaft. The seals shall be separated by an oil chamber. 0.83' d. A receptacle to match county standards shall be provided for connection of the panel to emergency © IMPELLER DIA. 148 min 9Q BOTTOM OF WET WELL 18.25 e. The pump shall be fitted with an oil chamber in which the shaft mechanical seals operate. The power. A separate main circuit breaker protecting the emergency power circuit shall be provided and chamber shall be fitted with a drain and inspection plug easily accessible from the outside of the shall be mechanical) interlocked to the normal power main breaker to prevent both breakers to be in SWITCH DISCONNECT I O pump. The chamber shall also be fitted with a probe extending from the bottom of the motor housing "on" y P P ELECTRIC METER into the oil chamber. The probe shall detect the presence of water in the oil when connected to a the on position at the same time. CONTROL PANEL resistive threshold relay installed in the control panel. The relay shall turn on a seal failure warning (CONTRACTOR e. For alarm indication, A top mounted flashing light and horn shall be provided. An NEMA 4 GENERATOR RECEPTOR LOCATE) light on the inner door of the control panel when water is detected in the oil chamber as well as in silencing button shall be provided on the outside of the enclosure to silence the alarm horn only. In _ - LIGHTNING ARRESTOR the motor housing. This system will provide advance warning to an operator of potential seal failure TO MATCH COUNTY STANDARDS FIELD MOUNTED BY before major damage occurs to the pump motor. an alarm condition, the light will continue to flash independent of the horn. The alarm circuit shall 0 ELECTRICIAN automatically reset. I V♦ f. The pump discharge shall be fitted with a guide bracket that shall be a separate casting fitted (S.S. UT (OR EQ.) [� with a renewable Buna-N seat and bolted to the pump discharge. Machined guide rail mating faces f. A secondary lightning arrestor shall be provided. (S.S. OR ALUM) SEAL OFFS - TS 1 integral to the um discharge will not be considered equal to the bolt on bracket with renewable - (2)- 2" CONDUITS REO'D FOR 2 HP PUMPS I a 9 pump g. A plug-in type 0 30 second adjustable timer shall be provided on the lag pump to prevent seat specified. Sealing of the guide bracket to the discharge base shall not require movement of the(3)- 2" CONDUITS REQ'D FOR 3 HP AND I pump, hydraulic pressure, or machined faces. The cost iron discharge connection shall be bolted to both pumps from coming on simultaneously after a power failure or connection to emergency power. LARGER PUMPS Z the floor of the wet well and designed so as to receive the pump connecting flange without the need (optional) 3/4 HOSE BIBS -� ins of an bolts h fasteners. WATER LEVEL CONTROL L 3/4 GALV RISER � TO PUMP NO. 1 r y 4. OPERATING CONTROLS AND INSTRUMENTS 4. PumpMotor: °a - TO PUMP N0. 2 ♦ ) SLEEVE REQUIRED, 2" S.S. OR ALUM. POSTS V/ a. All operating controls and instruments shall be securely mounted on the inner door. All controls L_ 1 1 a. Pumpmotors rated for 2 and 2.5 horsepower shall be NEMA design B housed in an oil filled and instruments shall be clearly labeled to indicate function. GRADE WITH MATCHING RAIN CAPS , LU U casing. Pump motors 3 horsepower and larger shall be NEMA design B housed in an air filled casing. Pump mode selector switches shall be Hand -Off -Auto type to permit override of automatic level a CONC. SLAB 48"Lx12"Wx1D"D All motors shalt have Class F insulated moisture resistant windings. The temperature at any point in b P YP control and manual actuation or shutdown of either pump motor. Operation of pumps in manual mode TO WATER SUPPLY T� OR CONC. AROUND POSTS U N the windings shall not exceed 155 C at any load on the operating curve a the pump. temperature. The shall not bypass an safety shutdown. Switches shall be manufactured b Square D Company, NEMA GROUND ROD " ++ v thermal switches shall be imbedded in each phase of the winding to sense high temperature. The YP Y y Y q P y' '� 12 0 x 24 DEEP rating of the switch shall be 120oC t 5oC. The control current shall be connected through the 4X, providing three switch positions, each of which shall be clearly labeled according to function. bimetallic switches so the motor is shut down should a high temperature condition exist. The switches NOTE: TO SERVICE LOCATION '^ cools. c. Pump run indicator lights shall be provided and equipped to operate of 120 volt input. Bulbs shall REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER (VERIFY W/POWER CO.) LO shall be self resetting when the motor be easilyreplaceable from the front of the inner door without the need to remove lam socket base P P TO BE INSTALLED IN WATER SUPPLY LINE TO b. Single phase motors shall be of the external capacitor start capacitor run type for high starting from its mounted position. LIFT STATION "FEBCO MODEL #825Y OAE" torque. Motors that have integral start capacitors inside the motor housing shall not be acceptable. d. A six digit, nonresetable elapsed time meter shall be connected to each motor starter to indicate Z g c. Oil filled motors of 2 & 2.5 horsepower shall be enclosed in a type 316 stainless steel outer the total running time of each pump in "hours" and "tenth of hours". housing. Air filled motors 3 horsepower and above shall have cost iron housings equipped with external M g e. Control terminal blocks shall be of the screw clamp type, rated 600 volts and shall be dearly ELECTRICAL RISER 4a HOURS BEFORE DIGGING cooling fins. marked as to function. CAnLL TOLL FREE N f. Phase monitors: 230 volt, 3 phase stations shall be equipped with an eight pin base combination 1-8Ov voltage and phase monitor as manufactured by Diversified Electronics. 480 volt 3 phase stations shall SUNSHINE STATE 0 SHEET' be equipped with a surface mount unit as manufactured by Diversified Electronics. j OF FLORI / C. g. One "Seal fail" indicating light per pump of the "Push to test" type, shall be installed on the I inner door to provide indication of the presence of water in the um A plug-in threshold relay as THE ENGINEER OF RECORD SHALL NOTIFY THE P P pump. P g- Y C 3 manufactured by Syrelec model PNR110 shall be provided for each pump to monitor the seal probe in COUNTY INSPECTOR OF THE LIFT STATION the pump. COMPLETION AT LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START-UP OF 3 TO ALLOW FOR A FINAL INSPECTION. R A(DAL"L /� i fOSSY, FL PE #2232 00-236 Fr0y. I