Loading...
HomeMy WebLinkAbout2003 - Site PlanSITE INFORMATION OWNER STRUCTURE NUMBER TOP ELEV PERMITS REQUIRED LEIaAL DESCRIPTION DESCRIPTION 1 24.20 22.00 22.00 LEGEND MR. RICHARD MAERZ TYPE "C" CATCH BASIN O2 CITY OF SEBASTIAN SITE PLAN APPROVAL 13275 N. INDIAN RIVER DRIVE 21.25 CITY OF SEBASTIAN TREE REMOVAL PERMIT PARCEL NO. 1 24.20 SEBASTIAN, FLORIDA 32958 CITY OF SEBASTIAN LAND CLEARING PERMIT 21.25 THE NORTH HALF OF THE SOUTH HALF ❑F P.❑,B,= POINT OF DEGINNING P.❑.C,= P❑INT OF COMMENCEMENT 772-581-0494 24.20 INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT 21.10 THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP 31 SOUTH, RANGE 39 EAST SAID P.R.M.= PERMANENT REFERENCE TYPE "E" CATCH BASIN �k 5 S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT LAND LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA, LESS AND MONUMENT SURVEYOR MITERED END SECTION EXCEPT THE FOLLOWING DESCRIBED PARCEL, BEGINNING AT THE P.C,P.= PERMANENT CONTROL DAVID M. JONES 22.00 FLOOD ZONE SOUTHEAST CORNER OF LOT 1, ACORN ACRES SUBDIVISION ACCORDING POINT 24.20 21.75 21,75 TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16, PAGE 14, PUBLIC P.C. = P❑INT . OF CURVATURE 3899 39TH SQUARE 0 24.20 PROPERTY LIES IN FLOOD ZONE 'X', ACCORDING TO RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE S 00 P.T. = POINT OF TANGENCY VERO BEACH, FLORIDA 32960 TYPE "E" CATCH BASIN MAP N❑. 12061CO077 G, DATED 6-30-1999. DEGREES 08'12' W TO THE SOUTH LINE OF SAID NORTH 1/2 FOR 50.00 FEET) P.I.= POINT OF INTERSECTION 772-567-9875 21.10 21.10 20.60 THENCE ALONG SAID SOUTH LINE N 89 DEGREES 42'23' E FOR 261.06 FEETI R/W = RIGHT OF WAY 21.00 THENCE PARALLEL WITH SAID SUBDIVISION N 00 DEGREES 08'12' E TO = CENTERLINE ZONING LAND USE 24.20 SURVEY BENCHMARK THE NORTH LINE OF THE SAID NORTH 1/2 FOR 333.73 FEET) THENCE ALONG LEV = ELEVATION 21.70 TYPE "C" CATCH BASIN 1 SAID NORTH LINE S 89 DEGREES 42'23' W TO THE EAST LINE OF SAID MEAS = MEASURED IN INDUSTRIAL ELEVATIONS BASED ON FINISH FLOOR OF NE WAREHOUSE SUBDIVISION FOR 261.06 FEETI THENCE S 00 DEGREES 08'12' W FOR 333.73 ELEC = ELECTRIC 24.20 21.75 LOCATED IN ACORN ACRES SUBDIVISION, ASSUMED FEET TO THE PLACE AND POINT OF BEGINNING. 21.25 SITE DATA 14 24.20 ELEVATI❑N 24.92' AS SHOWN ON SKETCH OF SURVEY PARCEL NO, 2 Irl CABLE PEDESTAL TYPE "C" CATCH BASIN BY WILLIAM HAYHURST, LAST REVISION DATED 7-02-02, • IRONROD AS NOTED SITE AREA = 358,835 SF = 8.24 Ac = 100.0% DRAWING NUMBER 97-479, SET BENCHMARK ON FOUND BEGINNING 772.92 FEET SOUTH OF THE NORTHWEST ANGLE OF LOT 1, IN WATER VALVE BUILDING AREA CONCRETE AREA = 105,000 SF = = 8,290 SF = 2.41 Ac = 29.3% 0.19 Ac = 2.3% PK NAIL & DISK, EAST EDGE PAVEMENT OLD DIXIE HIGHWAY & CENTERLINE SUBJECT PARCEL, ELEVATION SECTION 7, TOWNSHIP 31 SOUTH, RANGE 39 EAST, SAID POINT BEING THE f9 TELEPHONE PEDESTAL PAVEMENT AREA = 149,640 SF = 3.44 Ac = 41.7% 17,86' ASSUMED DATUM. INTERSECTI❑N OF THE WESTERLY RIGHT OF WAY OF OLD DIXIE HIGHWAY AND THE WEST LINE OF SAID LOT 1, SECTION 7, TOWNSHIP 31 SOUTH, OF ELECTRIC BOX TOTAL IMPERVIOUS AREA = 262,930 SF = 6.04 Ac = 73.3% RANGE 39 EASTI THENCE RUN SOUTH A DISTANCE OF 237.08 FEET) THENCE da WATER METER TOTAL OPEN AREA - 95,905 SF = 2.20 Ac 26.7% WASTEWATER SOURCE RUN EAST A DISTANCE OF 98.30 FEET TO THE SAID WESTERLY RIGHT OF WAY LINE OF OLD U.S. HIGHWAY #11 THENCE RUN NORTHWESTERLY O SANITARY CLEAN-OUT INDIAN RIVER COUNTY LIFT STATION TO FORCEMAIN ALONG SAID WEST RIGHT OF WAY A DISTANCE OF 238.61 FEET MORE OR LESS TO THE POINT ❑F BEGINNING. 0 SANITARY MANHOLE BUILDING HEIGHT 1 eFOUND P.C.P. EAVE HEIGHT = 20' WATER SOURCE 0 SET NAIL PARKING DATA INDIAN RIVER COUNTY UTILITIES WATER M4 FIRE HYDRANT 0 STORM CATCH BASIN PARKING REQUIRED = 1 SPACE/300 SF FIRST 3,000 SF = 10 SPACES 1 SPACE/500 SF OVER 87,000 SF = 174 SPACES TAX PARCEL I.D. NUMBER(S) TOTAL REQUIRED = 184 SPACES 07-31-39-00000-1000-00002.0 PARKING PROVIDED =_292 SPACES (280 STANDARD AND 12 HANDICAPPED) CONSTRUCTION SCHEDULE SITE ADDRESS START CONSTRUCTION JANUARY 2003 OLD DIXIE HIGHWAY END CONSTRUCTION JUNE 2003 VERO BEACH, FLORIDA 32958 DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 1 24.20 22.00 22.00 21.50 TYPE "C" CATCH BASIN O2 24.20 21.75 21.75 21.25 TYPE "C" CATCH BASIN 24.20 21.25 21.25 20.75 TYPE "E" CATCH BASIN �k 4 24.20 21.10 21.10 20.60 TYPE "E" CATCH BASIN �k 5 21.00 MITERED END SECTION 24.20 22.00 21.50 TYPE "C" CATCH BASIN O7 24.20 21.75 21,75 21,75 21.25 TYPE "E" CATCH BASIN 0 24.20 21.25 21.25 21.25 20.75 TYPE "E" CATCH BASIN 24.20 21.10 21.10 20.60 TYPE "E" CATCH BASIN 21.00 MITERED END SECTION 1 i 24.20 22.20- 21.70 TYPE "C" CATCH BASIN 1 24.20 22.00 21.50 TYPE "C" CATCH BASIN �c 1 24.20 21.75 21.25 TYPE "C" CATCH BASIN 14 24.20 21.25 21.25 TYPE "C" CATCH BASIN 1 21.00 MITERED END SECTION 16 21.00 MITERED END SECTION o .. SPS � 51� cn < `� rTi 4 WOODMERE ROAD d o I 0) N p SITE i -1 cn _j U jj C) Q � O z� o LOCATION MAP N U Z w �k H-20 TRAFFIC BEARING GRATE (n FOUND 5/8'REBAR W EWITHIN O NOTE: NOTE: °D t0 NO OTHER DRIVES WTOt (NO CAP) NORTH LINE GOVERMENT LOT 2 NO OTHER .DRIVES WITHIN � � to � M SECTION 7_31_39 N 89'59'26'W 300' FROM PROPERTY LINE 300' FROM PROPERTY LINE ® - - 1321.04' - - -- - - - - - - - - - - ' ' - - � mO _ N 89'59'26'W_ 0 Z Q O 0 _Vk3 MONUMENTED WEST \ o ❑NW F L❑T LE 726.62 O �OD a o 10 r% ¢ o OLD DIXIE HIGHWAY \ U) LL ^ N N W RIGHT ❑F WAY LINE n Lj `� picu & OLD US HIGHWAY #1 N Q to o \ !A W �• U IT olv V� in z ` \ SEBASTIAN GROVE ESTATES \ \ aZ�WZX A 0- PLAT BOOK 5, PAGE 85 ` `\ C❑NCRTE MONUMENT G z ¢ FOUND 4'X 4' �t j 0] LL & CAP 'LB -4299' Z = S PROPOSED 35 LF ❑F m N O a �u wl¢ I ���\ INDIAN RIVER COUNTY, FLORIDA y\ BLOCK 4 8'0 PVC WATERMAIN \-PROP❑SED GA E Q p L, as > 3 \ \ o\ \ -'\1 VALVE AND LUG v ¢ ' N o C REMOVE EXISTING PLUG AND ` z o �`y�\ c S` INSTALL 8' WATERMAIN \ \ PROPOSED 8'8'x8' 'D•I. TEE } 0 \ BLOCK 3 y� �-A EXISTING FIRE \ W BLOCK 2 d O� �\ HYDRANT ASSEMBLYco I of i n- - - - - - - - - -} - - - - ��` - - - - - - - - - - - - cu LINE BEARING DISTANCE O r1 9c\L o L 1 N 18437'27'W 52.82' q I , / �� EXIST N ' �� ` o L• 2. S 89'59'23'W 69.66' I G 8 PVC WATERMAIN C3 L 3 N 89`46'25'E 38.72' o I - - - - - _ W LJ LI 1J M E R E R 1 A D -� � EXISTING ` Z ¢ 70'RIGHT ❑F WAY - - - _ GATE - E`ANIT PCOM A �I W- 6R PVC DPOS D❑R450 LF CE AIN❑F a --�... EXISTING 6 PVC FORCEMAIN \ ko A o - - - - - - - - - - - - - - - - - - - - - - - - - a PROPOSED 410 LF OF U LaJ ; ` o w vI,\�- 8' PVC WATERMAIN f -co -- r- VALV AND PLUG t\ m > � �o EXIST NG GATE , 1. ¢ cIM BL CK 1 a -Q oa A Z Z ^ 3 kD^ 1 -4F I d^ I (n. I (u^ I ^ I ^ I A I I 1 I ^ I ^ I t I r' w CL o .--� z -4 Z Z �--� F- ,,...� i- r., F•- ,_..i I- O W A ,� lD W In A A ^ (\.i A .. \ Bio Q I ¢ I I--� I I I Q I Q I `-' I � I I �W I a I �, I `�� I r,A I .. I o EJ J.. J.. ( _j 0� �� J> �> O o E3 � ~pu -Jo JED u Oo �u �� QQ DUAL 12'xi2' CONCRETE P DS -I J -I -lo v Jo Jo FOR UMPSTERS W/ 6' HI H ., .. FOUND 5/8'REBAR FOUND 5/8'REBAR \ \ MAS JRY WALLS AND GAT S. FOUND 5/8'REBAR FOUND 1/2'IRDN FOUND 1/2'REBAR (TYP CAL AT 6 LOCATI❑N ) & CAP add -6445' PIPE (ND CAP> (N❑ CAP) HOUSTON & PRICE' HOUSTON & PRICE -.y - - - - - - - - - - - - - , VA OU 5/ REBAR RCP❑SED LIFT. STATION LVE 34.3 35,8 FOUND 5/8"REBAR N 89.24'25' 1237.77'MEAS 1216.40'PLAT & CAMfp� 3 3X •AND C❑NTR❑L PANEL 18.30 SET 'REBAR HIATUS c & CAP 'LB -6445' 26.6 30.7 FOUND 5/8'REBAR 27.1 'N\& 0. 0 LIFT ST* 17 TOP EL, = 25.00' _ S 89 4625-W 29.78 & CA 3909 {+ &CAP #4416 HIATUS 23.1 26.22 +t c E 5/ B�A IN\1(. EL.' _ 17.55 N 89 46 25 E 1022.99 A 261.00' - - - 30.1 �7• - - - - - - - - -� - - - - - - - - - - ► 26.9 - - ►A. C P FOUND 5/8' REBAR FOUND 5/8 REBAR 26'5 25'8 , ��. S 5/8 R PRE] SED 120 LF OF 2'0 F❑RCEMAIN & CAP #3435 (NO CAP) - - 0.10'W & 0.90'N 0.06'E & 0.35'N 28' 12' 12' 15 1 s AC S T 0 15' 2 SP C T 1 8' 15' 14 S S T 1 6' 17' 12' 12' 17' 1 S ACS T ' 1 6' 15' 2 S AC S T 1 15' 2 S AC T 1 15' t2' 12' 6' �g CA #3 9 26.0 4.50 R c s. R sco PROP❑ ED GATE VALVE AND BOX SR S� c�R S. �Et S. R - ►C •2 .7 S'4 R ► 0.4 °D 285 LF OF 24" ADS N-12 O 265 LF OF 24" ADS N-12 O 285 LF OF 30" ADS N-12 O ADS N-12 30" N PROPOS 25 LF OF 2'0 F❑RCEMAIN 5.20 25.4 5.4 ,� o �. q 0 � 5.4 � 5.20 25.4 5.45 25.4 O \ � \ 0`► N_� I o PROPOSED 'x6'x2'0 R s.2o SSR o� o D.I. TEE \ a r15 PROPOSED FIRE Ld �25.224,9 HYDRANT ASSEMBLY 23.1 13' 1 ' 250'' 20' 250' 20. PROPOSED 15,000 SF BUILDING 250 30' s ¢ PROPOSED 15,000 SF BUILDING PROPOSED 15,000 SF BUILDING o ROPOSED STORM TE z ACI G ° 5 b 70� X 250' 4'0 SEWER MANH❑LE o ' ' 0,4 17 18. 11 '. SAWCUT/MA�fCH EXISTING FIN.FL. EL = 25.50' 70 X 250 4 0 SEWER MANHOLE 70 x 25U 24 WIDE STOP BAR MANAGEMENT CT S /8" B EDGE ❑F PA\EMENT o TOP EL. = 24,60' FIN.FL. EL. = 25.50' TOP EL. 24,60' FIN.FL EL. = 25.50' PAINTED WHITE U PROPOSED 15' WIDE a.o 24 VIDE STOP BAR HAN ICAPPED SIGNS HANDICAPPED SIGNS & #39 1 .3 E. INV. EL. = 20,00' FTP 25 (TYP• ❑F 3) W INV. EL. = 18,85' FTP -25 (TYP. OF 3) 30' R-1- STOP SIGN s.o ¢ 4' HIGH LOADING DOCK .50 o z PAINTED VHITE u, 1445_4�-30- R-1- STOP SIGN j 25.4 4. 0 25. p W. INV. EL. = 18 0' o a c ► 25.4 4 0 5.45 ► 24.6 25.4 1 PROPOSED FIRE -------------- - - ___' - - - O a HYDRANT ASSEMBLY 28' 2 5! ° T 9 ' s.4 15' SACS T 1° 5.4 °' n2.3b' - - - - - - - - - - - - - - - 15 36 ' PROPOSED 'V'x8'x8' D.I. TEE (LJ 3 1 1 9 5. 5 22 4 1 9 9 5.4 3 3 h 2.3 '1 D 5.4 2 S AC S T 1 5. 15' 10 T 9 S.4 28' T 30' \ n 3 THE WEST 261.06' OF ry) (25 �y 5R s;� 5� 5'R s 5R E Al o s, 18.s �-+ �I� ! 11 5'R R 5 5'R P 5 Q 25 28 LF OF 4" PROPOSED 8 GATE N cu PARCEL NOT INCLUDED o N � ADS N-12 4.40 5.00 �9 VALVE AND LUG U I 5.20 12 a 1 .20.4 U o R S Q yR SR 5'R 5'R 5.20 5 R 13 5 R 5.20 4.40 14 4.40 25.0 4.90 ' 0 �` 4 .6 o `' �;1 0 LF O 6 C W E MA n 12 5� b 5R Q 22' - 1 n 2.3 '10 2 S C S T 1 $' 15' NOT INCLUDED s' 30' 28' '" t5' 2 SP CE 9 = 1 8 10' � 3'n 2.3 '1 'a S � PORTION ❑F THE -------- ---------- _ - ------ 28' 30' h PROJECT BENCH 1 s.o - - - - - - - - - - - - - - - N 1/2 ❑F S i/2 20 - - - - - - - - - - - - - - q 2 \� ` MARK, FOUND PK NAI AND 0 OF THE NW 1/4 OF THE NE 1/4 25.00 5.4 0 5.4 5 5 1 16 DISK, ELEVATION 17,06 5. 0 25.0 D 5.45 4 0 5.45 ►p 5.4 q to N .ASSUMED DATUM SECTION 7-31-39 3 t3' 15 30 15 250' 25.4 24 WIDE STOP BAR - 0 2 25.0 250' 25.3 15 30 6 i i1� N (VACANT SAND MINE) I� 250' PAINTED `.JHITE U) 25.2 4. PROPOSED 15,000 SF BUILDING � FTP HANDICAPPED SIGNS HANDICAPPED SIGNS " m o \ \ � ' 25 <TYP. ❑F 3) 24 W 30 R- - .n IDE STOP BAR as 1 STOP a ZQ `� `'' PROPOSED\AN GATE SIGN N , a FTP -25 (TYP. ❑F 3) o cu i o ,, .� 70 X 250 N PAINTED WHITE z Ngo O VALVE PLUG 0 24.9 z o PROPOSED 15,000 SF BUILDING ' 30' R -i- STOP SIGN 5.00 0 tq. �IgA71.6 C) FIN.FL. EL = 25.50' J N r z PROPOSED 15;000 SF BUILD NG PROPOSED STORM 4,�� 1e. 4 70 x 250 -1 N WATER r 19.'3 rn oo a 00 0 70 x 250 MANAGEMENT TRACT L- d 19' 26.0 FIN.FL. EL. = 25.50' FIN.FL. EL. = 25.50' 123.1 20.4 NN \ P❑INT OF 4.50 O 'S'p 5. 5.45 5.45 5.45 25.45 ,5R 28 LF OF 30"' 24.5 -� COMMENCEMENT 32,5 285 LF OF 18" ADS N-12 5.45 265 LF OF 24" ADS N-12 ® ADS N-12 I O NOT. INCLUDED c' O 27.8 N 520 285 LF OF 30" ADS N-12 a 10 \ .� 5.20 5R s 2 c, a S%P 33. 15 S� s� 5 sR g s R 5 0 2 \ \ 18.9 C) ao _-L 5 p 5 ao 2 .4 4i `S Q p 9 19.72 in 'Ab l i p 28' 12 12 15 12 Sfl A 1 15 2 SPC T 1 8' 5. 15 SACS AT 9' 26 5. 17' 12 12 17' 5.4 1 SACS T 1 6' 15' 5. 1 SACS T 9' 0 5. 15' S. 0 2 S AC S� T 1 5. 15'. 12 12 6 ` ` \20.69 2 SET 5/8'REBAR 33.3 32s -1111 \ \ vJ _ & CAP #3909 82' ' N 89'39'21'E & CAP #3909 131-0 �- N _ _ _ _ 32.2 i� 29.4 �aa.a _ _ 174,02 N 89'39'21'E 21,7 \ - - - 261.00' - - FOUND 5/8' REBAR-y 31.06 ct - - - - - - 34.3 N 89'39'21'E 1062.55 A� 174.10 98.30' DEED 02 �0 D \5/8"REBAR Z I-- FOUND 4'X 4" 32.6 - - - - - c - - 23.1 & C P B-6840" (❑NCRTE MONUMENT (ND CAP) 30,4 29.4 FOUND 2'IR❑N 24.1 2S T 5/8"REBAR 5 5' 4 NOTE: < Q (NO CAP) 0.61'S UNPLATTED PIPE 2 CAP) & CAP #3909 5 � 30 0 F- I NOT INCLUDED (� (� (VACANT SAND MINE) $•92'S G p OTHER DRIVES WITHIN Q Q I 3 GpN \ 300' FROM PROPERTY LINE m Ld o W Q 48 HOURS BEFORE DIGGING N _ dcl NOT INCLU D $HEFT m V jJ CALL TOLL FREE-' ((OCCUPIED)�1-8004324770PAVING AICD DRAINA = SUNSHINE STATE ONE CALL I T L A N Z NOTE: OF FLORIDA, INC. 5O* 0*p 0 OTHER DRIVES WITHIN ci � 1 ~ = - �00' FROM PROPERTY LINE V `2 9A0 RANDALL LEE MO BY, FL FE #22326 OF 4 02-594 . IAN 2 Z, LANDSCAPE LEGEND LANDSCAPE DATA O -ICVI K)I ItIL01(0 CV O 0 1 N O L0 J U) � -, rz o a o TOTAL TREES REQUIRED �2 I L1- li PLACE RUBBER HOSE ON WIRE AT ALL POINTS O N CANOPY TREES 1. TREES REQUIRED ALONG OLD DIXIE HIGHWAY = 1 TREE/25 LF (330 LF) = 14 TREES OF CONTACT WITH TREE (�n V J D LIVE OAK TREE (28) 2. TREES REQUIRED ALONG NORTH PROPERTY = 1 TREE/35 LF (1,023 LF) = 30 TREES PLACE 3 GALVANIZED GUY WIRES STRANDS), m w. SHEET C2 (8' HIGH AT PLANTING) 3. TIRSUS REQUIRED ALONG SOUTH PROPERTY LINE = 1 TREE/35 LF (1,063 LF) - 31 TREES ,DOUBLE OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL DISTANCE AROUND TREE ABOVE FIRST LATERAL LAUREL OAK TREE (58) 4. TREES REQUIRED ALONG WEST PROPERTY LINE = 1 TREE/35 LF (333 LF } = 10 TREES BRANCH AND 6-9" FROM TOP OF STAKE. Q (8' HIGH AT PLANTING) 5. INTERIOR TREES REQUIRED = (292 SPACES)(1 TREE/5 SPACES) = 59 TREES SOUTHERN MAGNOLIA (28) 6. NON -VEHICULAR OPEN SPACE TREES REQUIRED = 1 TREE/2,000 SF (95,905 SF) = 48 TREES REMOVE BURLAP FROM TOP 1/3 OF .ROOTBALL IF APPLICABLE 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) (8' HIGH AT PLANTING) 7. TOTALS TOTAL TREES REQUIRED = 192 TREES FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN CABBAGE PALM (52) 192 TREES RIM AROUND PLANTING HOLE (8' HIGH AT PLANTING) TOTAL TREES REQUIRED � 2'x2"x10' WOOD STAKE DRIVEN 3 BELOW GRADE _ TOTAL TREES EXISTING 0 TREES TOTAL TREES PROPOSED = 195 TREES TOTAL TREES PROVIDED = 195 TREES DAHOON HOLLY (29) (8' HIGH AT PLANTING) � b 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) o LANDSCAPE NOTES _ 1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE III ` FORM SAUCER WITH " CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE HEDGES APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN'S LDR'S. '� II - PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT Y . VIBURNUM HEDGE 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF _ III=_ _ — t BALL PLUS 6" FOR SETTING LAYER OF COMPACTED t BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT BALL. PLANTING PIT WIDTH SHALL BE TWICE THE (2' HIGH AT PLANTING) 3" WITH ABARK OR SHREDDED ORGANIC MATERIAL MULCH. —_ _— -IIIII=IIIII=IIIII= II -II DIAMETER OF ROOT BALLOR DIAMETER FOR ROOT BALLS 2' AND UNDER OVER 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. 3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN BACKFILL AROUND ROOTBALL AS SPECIFIED _ I _ IIIII_ AUTOMATIC SPRINKLER SYSTEM. IIIII= ' = h_ °' �at•� `'�� - BACKFILL AROUND ROOT BALL BY MIXING 1 3 = •, N� o =`;! Y , _ _ PREPARED PLANTING SOIL AND 2/3 EXISTI G SOIL 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES RUBS SHALL BE FULLY SODDED PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY — =III = 11111= I1 1= till ~ I -ICVI K)I ItIL01(0 CV O 0 1 N O L0 J U) � -, rz o AND/OR SH HIGHER THAN FINISHED GRADE—IIIII= IIIII=IIIII= ILII - GPLANT RADE PLACE ROOTBALL AT BOTTOM OF PLANTING PIT TOP OF ROOT BALL EVEN WIIH FINISHED 5. TREES SHALL BE FLORIDA NO. ' 1 OR BETTER. II — I I '' -IIIII=IIIII=IIIiI- ON 6" LAYER OF COMPACTED BACKFILL PLACE ROOT BALL AT BOTTOM OF PLANTING PIT z 6. CANOPY TREES SHALL HAVE AN OVERALL HEIGHT OF 12' AND A ON UNDISTURBED SUBGRADE MINIMUM SPREAD OF 6' AT TIME OF PLANTING. 7. PALM TREES SHALL CONSTITUTE NO MORE THAN 35% OF THE TREE PLANTING DETAILj� TOTAL TREE REQUIREMENTS AND SHALL HAVE A MINIMUM OF to SHRUB /G R O U N D C O VE R PLANTING DETAIL (n 6' OF CLEAR WOOD AT PLANTING. o N.T.S. N.T.S. IJJ n m to FOUND 5/8'REBARd z o — (NO CAP) NORTH LINE GOVERMENT LOT 2 Q ci W Q 1 "0 SECTI❑N 7-31-39 N 89 59 26 W N 89 59'26 W (� o 0)1 726.62' —" — — 1321,04' NW ANGLE Q p (0 r ❑F L❑T 1 O w 0, ^n z L' N fr r N 3 M z = I` rw I U "fes cou Lil Q .. Lo LLi w 4qo �N F to m ZX w .o au FOUND 4'X ' 4' 0 Q olv SEBASTIAN GROVE ESTATES & CAP 'LB -4299" Q 0 ° �o \ \ CONCRTE MONUMENT p rnNO = in :m PLAT BOOK 5, PAGE 85 Q � z 2 INDIAN RIVER COUNTY, FLORIDA \ M❑NUMEIaTED WEST \ `� y RIGHT ❑F WAY LINE z¢❑LD DIXI HIGHWAY \ > o >13 I \ �y\� \\Cy & OLD US IGHWAY #1 I m c \ Q � I \ �cs�� \ \ y I � w Q a BLOCK 3 0 BLOCK 4 \ N -- - - - - IE RGDISTANCE O BLOCK 2 L1N 183727W 5282' o L 2 S 89'59'23'W 69.66 JIM '- - - - - \ \ L 3 N 89'4625E 38Jz' \ z ty WOODMERE ROAD WI — _ — — _ _ _ 70'RIGHT OF WAY \ �I w q > I a itl IL ► c, z cu ID - - - - - - - - - - - - - '- - r- 0 Y W — — — O W �V — _ — — �> �I� BLI CK 1 F-- Q' N .-.I� JZ o N Cl z ^ ^ I \ \ 3 ^ I In I d^ I m I cu^ I �^ I o^ I � q ^ `°� Lnw I �W mq I cu� I W \ \ o .-r Z .--� z Z Z I Z I Z I Z I Z I I ( ti F I- a. I-- ( d ~ U I- a iu o I a I < I F- F- I- u I- U I- u j D w p u v I- c� w olo I -Q I--¢ pa p< Oj -1/2" TYPE 5 -1 A5PHALTIG CONCRETE ON5TRUGT 6" COQUINA OR 6" 6" LIME ROCK DA5E COMPACTED TO 96% MAX. DRY DEN5ITY PER AA5HTO T-160 METHOD, LDR 100 STABILIZED 5Uf5&KADE MIN. DEPTH OF 6", COMPACTED TO 98Z. MAX. DRY DEN5ITY PER AA5HTO T-160 METHOD, MIN. FDV 50 111 FLEXIBLE PAVEMENT SECTION N.T.S. 5AW - GUT AND TACK GOAT EXI5TIN& EDGE EXI5TING A5PHALT PROP05ED ASPHALT PAVEMENT EXI5TIN& BASE PROP05ED DA5E EX 15T IN& 5U5 -GRADE PROPOSED 5U5 - GRADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. 5" UNREINFORGED CONCRETE (F'6-3000 P.5.0 1 L--6" 5TABILIZED 5U6-G9A0E F5V OF 50 P.5_!, GOMPAGTED TO 1182 MAX DRY DENSITY PER AA5HTO T-180 METHOD CONCRETE PAVEMENT SECTION NT5 (ALTERNATE) MATCH EXISTING GRADE AT 5AW - GUT 5AW -GUT EXI5TIN& ASPHALT EX 15T I NG PR01105ED ASPHALT CONCRETE PAVEMENT 7. •_AVEMENTSAW-CUT AND BUTT JOINT N.T.S. (ALTERNATE) a- #4 DOWEL 5 FOR ANCHORING (2 REQUIRED! -o" 1 4'-0" > 7'. #4 DOWEL Cl) Ke FRONT ELEVATION 5EGTION PRE -CAST CONCRETE WHEEL STOP DETAIL N.T.S. 5,-0" 1-1/2" TYPE 5-1 A517HALT IG SLOPE / PLAN CONCRETE SLOPE / PLAN x . _ . X. _ A x k : x x 6X6 10/10 WWM 1#4 DAR DONT. 6" LIMEKOC DA5E 8" STAR IL I Ltv �vL� - vr�nvL-. CONCRETE SIDEWALK DETAIL N.T.S. 5-01" SLOPE / PLAN E) D 6 •� -V •� d v =II� II•-x�x_• x• _ X X- =1I - I 6X6 W1.4/W1.4 WWF CONCRETE SIDEWALK DETAIL X N.T.S. HANDiGAIIII PARKING SiGN PER FTP -26 f �ARKIAt rT EICA/L[D re�nnr oar FTP - 26 25 12.33' MIN, PERPENDICULAR NOTE5- 1- TOP PORTION OF FTP 26 5HALL HAVE A REFLECTIVE SLUE DAGK&ROUND WITH REFLECTIVE 5YMB0L AND DORC )EK. 2. DOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE DACK&ROUND WITH DLAGK OPAQUE LEGEND AND BORDER. 3. FTP 25 15 FOR U5E 1N AREA5 WHERE 5PAGE 15 LIMITED. 4. HEIGHT SHALL DE 7 FEET MEA5URED FROM THE GROUND OR 51DEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR 6 FEET TO THE DOTTOM OF $250 FINE" 516N_ HANDICAPPED PARKING DETAIL NTS 4'-5" -- 3'-4" 2'-0" FINI5F1r &RALE �� rocoEp swALE1 Ca �-H.S. 20 TRAFFIC GRATE Ln `t SEE rLAN 1 FOR PRE ih slzE itWf`LAN5 &RATE Op5EE ORAINA&E FOR ELEV_ COMPACTED SUBGRADE PLAN 5EGTION 12" GRAVEL SUMP PRE -CAST TYPE "Cn CATCH BASIN N.T.S. 8'X 6" 10X10 W.W.F.• SECTIONAL ELEVATION N.TS. USE U-t»mc FiLEO� W/�O AND }5 BFx FOR TOP COURSE e' X e' CONCRETE � �COURRSSE OW) OF ALL IM90NRr MLLS W. a DOWEL AS- SH(NVN ON PIAN 76' LAP FOR- No. a BIAS ASN. TYPICAL WALLSECTION Km T_ °W FABRIC-- , 6ACKFILt- 51LT-E5ARRIER (FAE5RIG FENCE) TRENCH Ie TOE IN 50"' 5L07 1 od EXISTING GRADE TOE OF 5L0 I- VAKIE5 FADK I C FENCE 5 I LT - DAKR I ER i TWO 12) "HROUGH BALED HAY 5 I LT - BAKK I EK FEK I METEK ER051 ON AND SEDIMENT CONTROL NOTE5. 1. CONTRACTOR 15 REQUIRED TO PREVENT ANY SEDIMENT TRAN5PORT FROM THE PROJECT 51TE ON TO ADJACENT PROPERTY. IN5TALLATION OF EITHER BALED HAY OR FABRIC FENCE TYPE SILT BARRIER 15 ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND VEGETATION 15 E5TADL15HED• 2. BEFORE REMOVING SILT BARRIER, GONTRAGTOR 5HALL GOLLEGT AND DI5rO5E OF ANY AC_UR ATED 511-7_ SILT FENCE DETAIL -a' STEEL BOULAFm e' STEEL BOLLAM FILLED W/CONCRETE RLLID W/CONCRETE SEE DETAIL SEE DETNL RoII RD DETAIL / \ It DRILL HOLES IN CONCRETE DRILL HOLES IN CONCRETE �- TOP OF CONCRETE PAD ' TOP OF ASPHALT FOR GATE STOPS FOR GATE STOPS ._._.-. LAN TYPICAL DOUBLE SWING GATE W/SLATS �.>••: �/� ����� -OR PERBAESH(FIBREGLASS RONFORCNG) PN.T.S. KTs CONCRETE PA DETAIL CONCRETE TO 2500 PSI O 25 DAYS N.T.S. CONCRETE BLOCK DUMPSTER ENCLOSURE DETAIL DIMENSIONS & QUANTITIES pGRATE SIZES CONCRETE D X A 8 C E F G ShVle Double Ti1D/e Quad. M Stondard Extra Slrq/e Double Pfpe Plpe Pipe Pipe Weigh PIP Strong Pipe Plpe Pipe �1 69 0 U.rd, Srngle Double Triple Owd. REMARKS Prpe Pipe Plpe Plpe Pipe 1.54 7E 8 These arzes are resfrrofed fo Inlet and outlet treatment 1.70 7 8 9 p water monogement systems or srmllor app/ianNons. MATCH EXI5TIN& &RADE AT PROPERTY LINE GENERAL NOTE5 i, CONTRACTOR 15 RE5PONSIBLE FOR GHEGKING ACTUAL SITE GONDITION5 BEFORE 5TARTIN& GON5TKUGTION. 2, ANY D15GKEPANGIE5 ON THE DKAWIN&5 5HALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK, 3. GONTRAGTOK 5HALL ODTAIN ALL REQUIRED DUILDIN& PEKMIT5 BEFORE COMMENCING WORK. 4. CONTRACTOR SHALL DE KE5PON5115LE FOR LOCATION OF ALL EXI5TIN& UTILITIES. THE GONTRAGTOK SHALL CONTACT ALL GONGERNED UTILITIE5 AT LEA5T 46 HOUR5 IN ADVANCE FOR CON5TRUGT I ON OPEKAT I ONS. 5. NO FIELD GHANGE5 OR DEVIATIONS FROM DE51&N TO DE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER, 6. ALL GON5TKUGTION SHALL t3E COMPLETED IN AGGORDANGE WITH THE APPLICABLE ORDINANGE5 OF CITY OF 5EDA5TIAN, FLORIDA. 7. BOUNDARY AND TOPO&KAPHIG INFORMATION PREPARED BY DAVID M. JONE5, DATED 11/18/02. ALL ELEVATIONS ARE PER 5ENGHMARK REFERENCED ON TH15 5URVEY. 8. REFER TO 50►L5 REPORT PREPARED DY K5M ENGINEERING AND TE5TING, ING., DATED 12/13/02 FOR EXI5TING 501L GONDITION5. 9, GONTRAGTOK SHALL SUPPLY DENSITY TE5T5 TO ENGINEER ON ALL 5U5 - GRADE AND 5A5E. TE5T5 5HALL DE PREPARED PER A5HTO T -180 METHOD. 10. SLOPE GRADE5 FROM ELEVATIONS SHOWN TO EX15TING GRADE AT PROPERTY LINE. 11. ENGINEER 5HALL DE NOTIFIED AT LEA5T 48 HOUR5 IN ADVANCE FOR ANY IN5PEGT I ON. 12. GONGRETE PAVEMENT ALTERNATE 5HALL DE PROVIDED WITH GONTRACTION JOINT5 (20' MAXIMUM 5PAGING) WITH 1-i12" DEPTH. 13, CONCRETE PAVEMENT ALTERNATE SHALL DE PROVIDED WITH A P16MENTED LIQUID MEMDRANE GURIN& COMPOUND GONFORMIN& TO THE KEQUIKEMENT5 OF A5TM DE51&NATION (309). 14. ALL TRAFFIC GONTKOL DEVIGE5 SHALL 5E IN AGGOKDANGE WITH M.U.T.G.D. 5TANDARD5. 15. ALL GON5TKUGTION SHALL DE IN AGGOKDANGE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD 5PEGIFIGATION5 FOR ROAD AND DKID&E GON5TKUGTION DATED 1994. 16. ALL PARKING 5PAGE MAKKING5, WITH THE EXCEPTION OF THE HANDICAPPED PARKING 5PAGE5, SHALL 5E MARKED -IN WHITE RETRO-KEFLEGTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D,O.T.) 5TANDARD 5PEGIFIGATION5 FOR ROAD AND DKID&E GON5TRUCTION, 1994, 5ECTION 710. 17. ALL HANDICAP PARKING 5PAGE5 SHALL DE PROPERLY SIGNED AND MARKED IN AGGORDANGE WITH FOOT ROADWAY AND TRAFFIC DE51&N 5TANDARD5 INDEX NO. 17346. 18. ALL PARKING 5TRIPE5 WITH THE EXCEPTION OF HANDICAPPED 5PAGE5 SHALL 5E 4" WIDE, WHITE REFLECTIVE TRAFFIC PAINT. 19. ALL COMPACT 5PAGE5 SHALL DE MARKED "COMPACT" ON THE STALL OR TIRE STOP, f-K6FERTY LINE 12' 9' 24.0 4 MAX. 3 I EX15T IN& PROPERTY LINE 20' VARIES 9' 50D E IRE RETENTI ON AREA 24.0 1 21.0 DRIVEWAY .0 YM GONG. 3 PROPOSED _ 3. GON5TKUGTION' AGTIVITIE5 CAN RE5ULT IN THE GENERATION OF 516NIFIGANT 3' WALK o 3 o ' ef' �:.p ' DUILDIN& • p ONE OF THE ' PRIMARY POLLUTANT5 OF . 5URFAGE WATEK5 15 ,5EDIMENT DUE 25.4 25.4 Cf <2545I 25.45 RoII RD DETAIL / \ It DRILL HOLES IN CONCRETE DRILL HOLES IN CONCRETE �- TOP OF CONCRETE PAD ' TOP OF ASPHALT FOR GATE STOPS FOR GATE STOPS ._._.-. LAN TYPICAL DOUBLE SWING GATE W/SLATS �.>••: �/� ����� -OR PERBAESH(FIBREGLASS RONFORCNG) PN.T.S. KTs CONCRETE PA DETAIL CONCRETE TO 2500 PSI O 25 DAYS N.T.S. CONCRETE BLOCK DUMPSTER ENCLOSURE DETAIL DIMENSIONS & QUANTITIES pGRATE SIZES CONCRETE D X A 8 C E F G ShVle Double Ti1D/e Quad. M Stondard Extra Slrq/e Double Pfpe Plpe Pipe Pipe Weigh PIP Strong Pipe Plpe Pipe �1 69 0 U.rd, Srngle Double Triple Owd. REMARKS Prpe Pipe Plpe Plpe Pipe 1.54 7E 8 These arzes are resfrrofed fo Inlet and outlet treatment 1.70 7 8 9 p water monogement systems or srmllor app/ianNons. MATCH EXI5TIN& &RADE AT PROPERTY LINE GENERAL NOTE5 i, CONTRACTOR 15 RE5PONSIBLE FOR GHEGKING ACTUAL SITE GONDITION5 BEFORE 5TARTIN& GON5TKUGTION. 2, ANY D15GKEPANGIE5 ON THE DKAWIN&5 5HALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK, 3. GONTRAGTOK 5HALL ODTAIN ALL REQUIRED DUILDIN& PEKMIT5 BEFORE COMMENCING WORK. 4. CONTRACTOR SHALL DE KE5PON5115LE FOR LOCATION OF ALL EXI5TIN& UTILITIES. THE GONTRAGTOK SHALL CONTACT ALL GONGERNED UTILITIE5 AT LEA5T 46 HOUR5 IN ADVANCE FOR CON5TRUGT I ON OPEKAT I ONS. 5. NO FIELD GHANGE5 OR DEVIATIONS FROM DE51&N TO DE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER, 6. ALL GON5TKUGTION SHALL t3E COMPLETED IN AGGORDANGE WITH THE APPLICABLE ORDINANGE5 OF CITY OF 5EDA5TIAN, FLORIDA. 7. BOUNDARY AND TOPO&KAPHIG INFORMATION PREPARED BY DAVID M. JONE5, DATED 11/18/02. ALL ELEVATIONS ARE PER 5ENGHMARK REFERENCED ON TH15 5URVEY. 8. REFER TO 50►L5 REPORT PREPARED DY K5M ENGINEERING AND TE5TING, ING., DATED 12/13/02 FOR EXI5TING 501L GONDITION5. 9, GONTRAGTOK SHALL SUPPLY DENSITY TE5T5 TO ENGINEER ON ALL 5U5 - GRADE AND 5A5E. TE5T5 5HALL DE PREPARED PER A5HTO T -180 METHOD. 10. SLOPE GRADE5 FROM ELEVATIONS SHOWN TO EX15TING GRADE AT PROPERTY LINE. 11. ENGINEER 5HALL DE NOTIFIED AT LEA5T 48 HOUR5 IN ADVANCE FOR ANY IN5PEGT I ON. 12. GONGRETE PAVEMENT ALTERNATE 5HALL DE PROVIDED WITH GONTRACTION JOINT5 (20' MAXIMUM 5PAGING) WITH 1-i12" DEPTH. 13, CONCRETE PAVEMENT ALTERNATE SHALL DE PROVIDED WITH A P16MENTED LIQUID MEMDRANE GURIN& COMPOUND GONFORMIN& TO THE KEQUIKEMENT5 OF A5TM DE51&NATION (309). 14. ALL TRAFFIC GONTKOL DEVIGE5 SHALL 5E IN AGGOKDANGE WITH M.U.T.G.D. 5TANDARD5. 15. ALL GON5TKUGTION SHALL DE IN AGGOKDANGE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD 5PEGIFIGATION5 FOR ROAD AND DKID&E GON5TKUGTION DATED 1994. 16. ALL PARKING 5PAGE MAKKING5, WITH THE EXCEPTION OF THE HANDICAPPED PARKING 5PAGE5, SHALL 5E MARKED -IN WHITE RETRO-KEFLEGTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D,O.T.) 5TANDARD 5PEGIFIGATION5 FOR ROAD AND DKID&E GON5TRUCTION, 1994, 5ECTION 710. 17. ALL HANDICAP PARKING 5PAGE5 SHALL DE PROPERLY SIGNED AND MARKED IN AGGORDANGE WITH FOOT ROADWAY AND TRAFFIC DE51&N 5TANDARD5 INDEX NO. 17346. 18. ALL PARKING 5TRIPE5 WITH THE EXCEPTION OF HANDICAPPED 5PAGE5 SHALL 5E 4" WIDE, WHITE REFLECTIVE TRAFFIC PAINT. 19. ALL COMPACT 5PAGE5 SHALL DE MARKED "COMPACT" ON THE STALL OR TIRE STOP, f-K6FERTY LINE 12' 9' 24.0 4 MAX. 3 I EX15T IN& PROPERTY LINE 20' VARIES 9' 50D E IRE RETENTI ON AREA 24.0 1 21.0 DRIVEWAY .0 PARKING GONG. 3 SECTION A -A NT,S• PRbPOSED PROPERTY LINE 0 16' 9' VARIES 9, ROAD KE5ERVAT I ON 50D ENTIRE GITCH DE AT15T INC i RETENTION ARE PRPPEKTY LINE ' 24.0 24.0 EXISTING �RADE 21.0 21.0 -J - - - �- 4 MAX. 3 3 I 1 SECTION ff) -ff) r1- PROPERTY LINE 12 PR0P05ED A 6REEN AREA PARKING AREA 0. or TOP OF DANK I rp 50D E:N1 IRE ------- DANK 25.40 1 L- 2 MAX. SECTION C - (, Sod r _1 Beveled Or Round Corners 1 I COstrLcilon Joint Permitted ie%De k'oa D,r/ '«Stager I �� Grote ft t TrDOs/N n 7o f Ptpe For Pfpe Ir And Smaller I h o 2 Sheer g � 6 hygn� 0 Md q C Ed For Plpe 24 NM Larger 0 0 o �e1al/s B to Perolled End Required G 3� Helt°a1 Com aced `t 3. ConsfrTA7tion Jotnt Permitted �T I C Neta/ P pe Anchor * / I P _i o ° ° to Olid Grade \\ fasMne Saddle toL6'� I to 4 = Concrete Slab, 3' Thlek, Rernforeed N / Sod Varies E 3' 2' Sod Wtth WWF 6x6-WI.4M.4 Po/d For As P/pe CvNert F tpi To Be Mcl ded Under Unit Price For Uttered End Seofion) TOP VIEW -SINGLE PIPE SECTION MITERED END SECTION F.D.O.T. INDEX NO. 273 48 HOURS BEFORE DIGGING•. CALL TOLL FREE 1-800-432-4770 SUNSHINE 'STATE ONE CALL OF FLORIDA, INC. G3 OF 4 R I DALL LEE MOSEY, 13" PE #22326 02-594 JAN 2403 4' 20' 28' 20' v 4' GONG. PARKING DRIVEWAY PARKING GONG. PROPOSED WALK GON5TKUGTION' AGTIVITIE5 CAN RE5ULT IN THE GENERATION OF 516NIFIGANT WALK PROP05ED 5UILDIN& AMOUNTS OF POLLUTANTS WHICH MAY REACH •5URFAGE- OK. GROUND WATERS. TO DUILDIN& ONE OF THE ' PRIMARY POLLUTANT5 OF . 5URFAGE WATEK5 15 ,5EDIMENT DUE 25.4 25.4 F.F. - 25.50' <2545I 25.45 F.F. 25.50' 25.2 DIOLOGIGAL AND CHEMICAL PROPEKTIE5. TKAN51'OKTED 5EDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC GAPAGITY OF WATER 6001E5 PROPOSED PAVEMENT • (5EE DETAIL) SECT ION N.T.S. 48 HOURS BEFORE DIGGING•. CALL TOLL FREE 1-800-432-4770 SUNSHINE 'STATE ONE CALL OF FLORIDA, INC. G3 OF 4 R I DALL LEE MOSEY, 13" PE #22326 02-594 JAN 2403 Q EK05ION AND 5EDIMENTATION CONTROL NOTE5 O GON5TKUGTION' AGTIVITIE5 CAN RE5ULT IN THE GENERATION OF 516NIFIGANT AMOUNTS OF POLLUTANTS WHICH MAY REACH •5URFAGE- OK. GROUND WATERS. TO ONE OF THE ' PRIMARY POLLUTANT5 OF . 5URFAGE WATEK5 15 ,5EDIMENT DUE EROSION. EXGE551VE QUANTITIE5 OF 5EDIMENT WHICH REACH WATER DODiE5 OF FLOODPL-AIN5 HAVE BEEN SHOWN TO ADVER5ELY AFFECT THEiR PHYSIGAi.- ' DIOLOGIGAL AND CHEMICAL PROPEKTIE5. TKAN51'OKTED 5EDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC GAPAGITY OF WATER 6001E5 OF FLODDPLAlNS, REDUCE THE DESIGN CAPACITY OF GULVERT5 AND OTHER WORKSAND ELIMINATE BENTHIG INVERTEBRATES AND F15H SPAINMN& 5U55T,RATE5 DY 51LTAT10N. EXGE551VE 5U5PENDED 5EDIMENT5 REDUCE LI&HT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. MINIMUM 5TANDARD5 1. 5EDIMENT 15A51N AND TRAPS, PERIMETER DIKE5, 5EDIMENT 15ARRIER5 AND OTHER MEASURES INTENDED TO TRAP 5EDIMENT 5HALL DE GONAND55HALLEDEA5 A ANY N 6 ACTIVITY a N a Ln m LAND URBANGE MADEFFUNCT FUNCTIONAL E 1NSLOPERA TAKE5 fl -AGE. 2. ALL 5EDIMENT GONTROL MEA5URE5 ARE TO BE ADJU5TED TO MEET FIELD o GONDITION5 AT THE TIME OF GON5TKUGTiON AND DE GON5TRUGTED rKIOR TO ANY GRADING OR D15TUR15ANGE OF EXI5TiN& 5URFAGE � o N p MATERIAL ON DALANGE OF 51TE. PERIMETER 5EDIMENT DARRIEK5 0) = SHALL 5E GON5TRUGTED TO PREVENT 5EDIMENT OR TKA5H FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES_ c-40 -1 :2,1 O Q J 3. PERMANENT OR TEMPORARY 501L 5TAL31LiZATION 5HALL DE APPLIED TO DENUDED AREA5 WITHIN 5EVEN DAYS AFTER FINAL. GRADE 15 REACHED ON ANY PORTION OF THE 51TE. TEMPORARY 501L 5TASILIZATiON SHALL BE APPLIED WITHIN 5EVEN DAYS TO DENUDED AREA5 THAT MAY NOT DE AT FINAL GRADE BUT WiLL REMAIN UNDI5TURBED FOR LONGER PERMANENT 5TADiLiZATION 5HALL DE APPLIED TO op THAN 30 DAY5. AREA5 THAT ARE TO DE LEFT UNDI5TURBED, FOR MORE THAN ONE YEAR. O U 4. DURING GON5TKUGTION OF THE PROJECT, 501L' 5TOGKPILE5 5HALL DE 5TADILIZED OR PROTECTED WiTH 5EDIMENT TRAPPING MEA5UKE5. THE APPLICANT 15 RE5PON515LE FOR THE TEMPORARY PROTECTION AND • • PERMANENT 5TASILIZATION OF ALL 501L 5TOGKPILES ON SITE A5 WELL V A5 SOIL INTENTIONALLY TRAN5PORTED FROM THE PROJECT 51TE. Z 5. A PERMANENT VEGETATIVE COVER SHALL DE E5TAS1_15HED ON DENUDED AREA5 NOT OTHEKW15E PERMANENTLY 5TADILIZED. PERMANENT VE&ETATION SHALL NOT DE GON5IDEKED E5TA131_15HED UNTiL A &ROUND COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 UNIFORM, MATURE ENOUGH TO 5URVIVE AND WiLL INHi51T EKO510N_ W O ~ 6. 5TADILIZATION MEA5URE5 SHALL DE APPLIED TO EARTHEN 5TRUGTURE5 o a 9) 5UGH A5 DAM5, DIKE5 AND DIVEK51ON5 IMMEDIATELY AFTER Q i � ci 0 0 INSTALLATION. o Z Q o M FLOW C6ap 7. 5URFAGE RUNOFF FROM P15TURDED AREA5 THAT 15 GOMPRI5ED OF O z Q FROM DRAINAGE AREA5 GREATER THAN OR EQUAL TO THREE AGRE5 SHALL O V) DE CONTROLLED DY A 5EDIMENT DA51N_ THE 5EDIMENT DA51N 5HALL w = -i - a ^ N DE DESIGNED AND GONSTRUGTED TO ACCOMMODATE THE ANTICIPATEDi5 THE U) _ : 5EDIMENT LOADING FROM THE LAND-D15TURSIN6 ACTIVITY. wF 0 " OUTFALL DEVICE OR 5Y5TEM DF -516N SHALL TAKE INTO ACCOUNT THE Q zto w TOTAL DRAINAGE AREA FLOWING THROUGH THE D15TURDED AREA TO DE O X MLL 5ERVED DY THE BA51N. , I N 6. AFTER ANY 516NIFIGANT RAINFALL, - 5EDIMENT CONTROL 5TRUGTURE5 W a Q o WILL DE IN5PECTED FOR INTEGRITY. ANY DAMAGED DEVIGE5 SHALL DE O GORREGTED IMMEDIATELY. } 9_ CONCENTRATED RUNOFF 5HALL NOT FLOW DOWN GUT OR FILL SLOPES m UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT U) CHANNEL, FLUME OR 5LOPE DRAiN 5TKUGTUKE_ O 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECT ION SHALL DE PROVIDED., 11. 5EDIMENT WILL DE PREVENTED FROM .ENTERING ANY 5TOKM DKAiN 5Y5TEM, DITCH OR CHANNEL. ALL 5TORM 5EWEK INLET5 THAT ARE MADE OPEKADLE DURING GON5TRUGTION 5HALL DE PROTEGTED 50 THAT ` 5EDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST DEINO FILTERED OR OTHERWI5E TREATED .TO REMOVE r, 5EDIMENT, > - 12. BEFORE TEMPORARY OR NEWLY, GON5TRUGTED 5TORMWATER CONVEYANCE ` CHANNEL5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECT ION AND s ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING 5HALL BE INSTALLED IN DOTH THE CONVEYANCE CHANNEL AND KEGEIVIN& CHANNEL. 13. WHEN WORK IN A LIVE WATEKGOUR5E 15 PERFORMED, PREGAUTION5 SHALL DE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 5EDIMENT TRAN5PORT AND 5TADiLI7E THE WORK AREA TO THE &KEATE5T EXTENT P0551DLE DURIN& GON5TKUGTION. NONEKODIDLE MATERIAL SHALL -DE 1 1 U5ED FOR THE G0N5TRUGTION OF GAU5EWAY5 AND GOFFEKDAM5. EARTHEN FILL MAY DE U5ED FOR THESE 5TRUGTURE5 IF ARMORED 5Y NONEKODIDLE COVER MATEKIAL5, V 14. WHEN A LIVE WATEKGOUK5E MU5T DE GR055ED DY CON5TRUCTION VEHIGLE5, A TEMPORARY 5TKEAM GK055IN& GON5TRUGTED OF Q Z NONEKODIDLE MATERIAL SHALL DE PROVIDED. 15. THE DED AND 5ANK5 OF A WATEKGOUK5E 5HALL DE 5TA15ILIZED IMMEDIATELY AFTER WORK IN THE WATERGOUR5E 15 COMPLETED. 16. PERIODIG IN5PEGTION AND MAINTENANCE OF ALL SEDIMENT CONTROL 5TRUGTURE5 MU5T DE PROVIDED TO ENSURE INTENDED PURP05E 15 DE AGCOMPLI5HED. THE DEVELOPER, OWNER AND/OR CONTRACTOR 5HALL CONTINUALLY RE5PON516LE FOR 'ALL 5EDIMENT LEAVING THE PROPERTY. AT THE 5EDIMENT CONTROL MEA5URE5 5HALL DE IN WOKKIN& PoNDITiON END OF EACH WORKING DAY, 17. UNDERGROUND UTILITY LINE5 5HALL DE • IN5TALLED iN ACCORDANCE WITH THE FOLLOWIN& 5TANDARD5 IN ADDITION TO OTHER APPLiGADLE GR ITER IA- ,� A. NO MORE THAN 500 LINEAR FEET OF' TRENGH MAY DE OPENED AT = ONE TIME. D. EXCAVATED .MATERIAL SHALL DE PLACED ON THE UPHILL 51DE OF TKENCHE5. Z G, EFFLUENT FROM DEWATEKIN& OPEKAT10N5 5HALL DE FILTERED OR PA55ED THROUGH AN APPROVED 5EDIMENT TRAPPIN& DEVICE, OR > UJ DOTH, AND D15GHAK&ED IN A MANNER THAT DOES NOT ADVER5ELY Q AFFECT FLOWING 5TKEAM5 OR OFF -51TE PROPERTY. D. RE5TADILIZATION SHALL 'DE AGCOMPLl5HED IN AGGORDANCE WITH THF -5E KE&ULATION5. 16. WHERE GON5TKUGTION VEHICLE ACGE55 KOUTE5 INTEK5EGT PAVED PUBLIC KOAD5, PROV1510N5 5HALL DE MADE TO MINIMIZE THE TKAN5POKT OF 5EDIMENT DY TRACKING ONTO THE PAVED 5URFAGE, WHERE 5EDIMENT 15 TKAN5POKTED ONTO A PURL' iG ROAD 5URFAGE WITH Q GUR65 AND GUTTERS, THE ROAD SHALL DE GLEANED THOROU&HAY AT THE 0 END OF EACH DAY. 5EDIMENT SHALL DE REMOVED FROM THE KOAD5 DY ct� 5HOVELiN& OR 5WEEPIN& AND TRAN5PORTED TO A SEDIMENT CONTROL p D15P05AL AREA. STREET WA5HiN& SHALL DE ALLOWED ONLY AFTER -j L` 5EDIMENT 15 REMOVED IN TH15 MANNER. TH15 PROV1510N 5HALL APPLY TO INDIVIDUAL 5UDDIV1510N LOTS A5 WELL A5 TO LAR&ER Q LAND-D15TRIDUTIN& AGTIVITIE5. 19. ALL TEMPORARY EK0510N AND 5EDIMENT CONTROL MEASURES 5HALL DE REMOVED WITHIN 30 DAY5 AFTER FiNAL 51TE 5TA125ILIZATION OR AFTER N THE TEMPORARY MEA5URE5 ARE -NO LON&ER NEEDED, IN THE OPINION OF J THE REVIEWER. D15TUIII 501L AREA5 KE5ULTIN& FROM THE DISPOSITION OF TEMPORARY MEA5URE5 5HALL DE PERMANENTLY 5TADILIZED TO PREVENT FURTHER EROSION AND 5EDIMENTATION. LU 20. PROPERTIE5 AND WATERWAYS DOWN5TKEAM FROM GON5TRUCTION 51TE LLLLSS /� e L 5HALL DE PROTECTED FROM SEDIMENT , D15PO51TION AND EK0510N. WITH 21. PHA5ED PROJEGT5 SHOULD DE CLEARED IN CONJUNCTION CON5TKUGTION OF EACH PHA5E,Cn 22, EROSION GONTROL DE51&N AND GON5TRUCTION SHALL FOLLOW THE REQUIKEMENT5, IN INDEX NOS. 101, 102 AND 103 OF FOOT ROADWAY AND TRAFFIC DE516N 5TANDAfI Q 23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE ~ EK05ION GONTKOL CRITERIA DUE TO 51TE 5PEGIFIG GONDITiON5. m LLJ 48 HOURS BEFORE DIGGING•. CALL TOLL FREE 1-800-432-4770 SUNSHINE 'STATE ONE CALL OF FLORIDA, INC. G3 OF 4 R I DALL LEE MOSEY, 13" PE #22326 02-594 JAN 2403 SPECIFICATIONS NON CLOG PUMP SPECIFICATION Part 1 - General 1. 01 Furnish and install two non -clog pumps to deliver 1 1 The following shall be included: GPM against a total head of (2 feet Total Dynamic Head & COVER (LOCKABLE) (TDH). Pumps shall be capable of handling domestic sewage with to startup minimal maintenance. The motor shall be � HP, RPM, 65.6 GPM 11 VOLT/ 11 PHASE/ 60 HERTZ. The motor shall be 1. Flasher and alarm horn with silence alarm reset an integral part of the pumping unit. Pump discharge size S.S. HINGES FIBERGLASS WET WELL shall be 13 inch. Pump, control system, and FRP mounted on the outside of the enclosure,Material (fiberglass reinforced polyester) wetwell shall be "CBG/LIFT PAC".m " 2 PVC VENT provided and manufactured by Gerber Pumps, Inc., 2. Emergency generator receptacle (EGR) if required Winter Park, Florida.(407) 671-3599 © 1988 controls and pumps shall be checked for mechanical Contract award shall be on the basis of the base bid CBG/Lift PACTM 3. Lightning arrestor. A lightning arrestor shall be field mounted system. Alternative deductive systems shall be considered only bails shall be provided. after contract award. Alternative deductive system must be specified ' •-•.at bid time. The contractor shall reimburse the engineer for ®_ ETMs additional expenses to review alternative system. Any savings shall be shared with the owner. of fiber Due to the superior corrosion resistance and leak proof design of ANSI/IEEE Std. C62.1-1984 section 8.6.1. and 8.7.3. and be UL of fiberglass, a concrete wetwell will NOT be permitted. PVC 2 The entire lift station system shall be supplied by the pump glass reinforced polyester (FRP) of diameter and depth as shown supplier and certification of supply will be required. Part 2 - Products 2.01 PUMP - Pump shall be of the centrifugal non -clog type D7_ ' Model (8 or equal with an integrally built submersible ('P -TRAP') type motor. The pump shall be mounted in the FRP basin in EL.O such a way that solids are fed in an up -flow direction to the impeller. n N Motor - shall have two heavy duty ball bearings to support the the glass reinforcement and the resin.2" pump shaft and take radial and thrust loads. Ball bearings shall _ EGR R2 be designed for 50,000 hours B-10 life. Stator shall be heat PVC DRAIN LINE shrunk into the motor housing. On single phase motors a line break overload shall be attached to the windings to stop the motor if the lag pump. The fourth float shall energize the alarm. the temperature of the winding is more than 130 C. ° This X overload will automatically reset when the motor cools to safe operating temperature. On three phase motors overcurrent 2. DRAWING IS NOT TO SCALE. protection should be provided in the control panel. The common I 41 23 23 ALARM HORN N pump -motor shaft shall be of AISI 416 stainless steel. Q Seal - Motor shall be protected by mechanical seal. Seal faces Additives, such as thixotropic agents, catalysts, promoters, etc., may shall be lubricated by the oil -filled motor housing above the seal. 0 Faces shall be carbon and ceramic and lapped to a flatness of one 5R13 - GFI b` ALARM LIGHT AL light band. Seal faces of tungsten carbide are optional. Impeller - Shall be cast iron and of the 2 vane non -clog enclosed ype capable of passing _� dia. size solids. shall be mounted on the deadfront to indicate pump run Vane inlet tips shall be carefully rounded to prevent stringy material from catching in the vanes. Pump -out vanes shall be used on front and back shrouds and impeller shall be dynamically balanced PROPER DRAINAGE do BALLAST by grinding on shroud faces. Impeller shall be driven by stainless 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. steel shaft key and held in place with lock screw and washer. (S. S.) Impeller and motor shall lift off case as a unit without disturbing used to meet the requirements of this specification. discharge piping. Pump Case -The volute case shall be cast iron and have a flanged comer rneme discharge. Discharge flange shall be 6_ inch standard yO C with bolt holes straddling center line. 6. Phase/voltage monitor control device for protection of pump Pump and Motor Casting - All castings shall be of high tensile cast iron and shall be treated with phosphate and chromate rinse. All fasteners shall be 304 stainless steel. ' Power Cables - Power cable shall be double sealed. Cable entry Part 3 - Execution. into cord cap shall be sealed by a cord grip fitting. Individual wire 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. entry into top of motor housing shall be sealed by a rubber compression sealing grommet. Insulation of power cable shall be type SOW/SOW-A. 2.02 DUPLEX PUMP CONTROL PANEL - Each non -clog pump control panel shall control twoa_HP, 11 / (f D _/ 60 Hz. cable bracket and appurtenances shall be made of AISI 304SS or non -clog pumps. The four float control system shall Ll/L2/N/Grnd operate on 24 volt service. other material inert to the highly corrosive atmosphere of a sewage The enclosure shall be NEMA 3R, minimum 24" High, 20" wide, 8" deep, fabricated from AISI 304 stainless steel lift station. Hinges for the wet well and valve box shall be AISI with provision for padlocking. The backpanel and hinged deadfront shall be constructed of 304SS minimum. corrosion resistant T6065 alloy aluminum. Ll FT STATION PLA N All bolts, nuts, washers, lock washers, An aluminum slide/latch assembly shall be provided for holding and machine screws shall be stainless steel. The enclosure shall have external mounting feet to allow the doors open on both the wet well and the valve box. for wall mounting. The deadfront shall be held closed by an easily opened locking device. All components mounted to or protruding through the deadfront shall be identified by lettering engraved in 2 ply phenolic engraving stock. The following components shall be mounted through the deadfront: 1 Main circuit breaker (if EGR used) 1 Emergency circuit breaker (if EGR used) 1 Control/Convenience receptacle circuit breaker 1 -Duplex GFI convenience receptacle 2 Pump run indicator lights 2 Hand -off -auto switches 2 Manual overload resets 2 Two pole pump circuit protectors with on/off switch (1 0), three pole (3 0) The following shall be mounted to the backpanel• 2 Motor circuit protectors providing single phase sensitivity and Class 10 ambient temperature compensated thermal overload protection as defined in NEMA Standards (Part ICS 2-222) and complying with IEC -292 and IEC -157-1 Standards. Definite purpose contactors are not acceptable. 42 Start capacitors sized to match motor requirements, 1 P1. Z 2 Run capacitors sized to match motor requirements, 1 0. 2 Start relays sized to match motor requirements, 1 a -1 24 volt control transformer 1 Strip heater to prevent corrosion due to condensation Ina 8 Terminals for float connections 2 Ground lug SEE PUMP DATA CHART FOR Q HRU Slide rails shall be SCH 40 AISI 304SS pipe . 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER., FIBERGLASS ACCESS HATCH 97 GPM The following shall be included: 1. Soil modulus of 700 psi. & COVER (LOCKABLE) • SCH 80 PVC UNION OR FLANGE to startup 2. Soil density of 120 lbs/ft 65.6 GPM © 1. Flasher and alarm horn with silence alarm reset 3. Luschers safety factor of 2.0. S.S. HINGES FIBERGLASS WET WELL FIBERGLASS *VALVE BOX (LOCKABLE) mounted on the outside of the enclosure,Material for the FRP shall be as follows: " 2 PVC VENT - EMERGENCY PUMP OUT 2. Emergency generator receptacle (EGR) if required Resin: The resins used shall be a commercial grade unsaturated controls and pumps shall be checked for mechanical W/ QUICK CONNECT CPLG. 3. Lightning arrestor. A lightning arrestor shall be field mounted polyester resin. bails shall be provided. ° m by electrician at the switch disconnect ahead of the control panel. The lightning arrestor shall meet or exceed the requirements Reinforcing Materials: The reinforcing material shall be commercial "E" ®_ ETMs - 2.04 FRP PRODUCTS -The pump wetwell shall be manufactured of fiber 1^r•2 PUMPS RUN LIGHTS of ANSI/IEEE Std. C62.1-1984 section 8.6.1. and 8.7.3. and be UL grade type glass in the form of mat, chopped or roving fabric, PVC 2 00. glass reinforced polyester (FRP) of diameter and depth as shown PVC DRAIN NOTES: LA N 2"0 GATE VALVE listed. having a coupling agent that will provide a suitable bond between thickness ('P -TRAP') 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED. EL.O ' -A n N 4. Four float duplex system. The third float shall energize the glass reinforcement and the resin.2" structural _ EGR R2 AND CONTROL PANEL. EL. PVC DRAIN LINE V) PVC DISCHARGE LINE the lag pump. The fourth float shall energize the alarm. Fillers and Additives: Fillers of any type shall not be utilized. X ® o 2. DRAWING IS NOT TO SCALE. I 41 23 23 ALARM HORN N --CABLE HOLDING. Q 5. Elapsed time meters. Non-resettable e{asped time meters Additives, such as thixotropic agents, catalysts, promoters, etc., may VENT 0 2' MIN. 5R13 - GFI b` ALARM LIGHT AL AND INSIDE OF CONTROL PANEL. FIELD INSTALLED BRACKET shall be mounted on the deadfront to indicate pump run be added as required by the specific manufacturing process to be PROPER DRAINAGE do BALLAST 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. (S. S.) time. used to meet the requirements of this specification. yO C 6. Phase/voltage monitor control device for protection of pump motors from either foss of phase (3,0) or low voltage. Part 3 - Execution. 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. PVC DISCHARGE 2.03 FASTENER and APPURTENANCES- All fasteners, lifting cables, float 3.01 INSTALLATION - shall be in strict accordance with the manufacturer's cable bracket and appurtenances shall be made of AISI 304SS or instructions and recommendations in the locations shown on the Ll/L2/N/Grnd 11A) 60HZ 4W other material inert to the highly corrosive atmosphere of a sewage drawing. lift station. Hinges for the wet well and valve box shall be AISI 3.02 INSPECTION AND TESTING -A factory representative shall be 304SS minimum. provided for one (1) day and shall have complete knowledge of Ll FT STATION PLA N An aluminum slide/latch assembly shall be provided for holding proper operation and maintenance to inspect the final installation the doors open on both the wet well and the valve box. and supervise the test run of the equipment. Slide rails shall be SCH 40 AISI 304SS pipe . 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER., Megger the motor. The pump motors shall be megged out prior 97 GPM .. .: - - - • _ v - \ `-CONCRETE BASE SLAB AS PER BASIN ANTI -FLOTATION FLANGE SPECIFICATIONS W/ # 4 REBAR 18 O.C. ELEVATION CHART ® Pump lifting devices shall be made of AISI 304SS (min.) cable to startup to ensure the insulation of the pump motor/cable 65.6 GPM © PUMP CYCLE TIME (1/4"min) or 304SS chain of sufficient size, with safety factor to system is intact. 2" SIZE " 2 PVC VENT FIBERGLASS VALVE BOX j jl handle safely the specific pumps. AISI 304SS (min.) pump lifting The pump controls and pumps shall be checked for mechanical (2-3) FIELD INSTALLED KNOCKOUTS FOR W/SCREEN ( 24 " X 30 " X 30 " D) bails shall be provided. ° m reliability and proper operation. ELECTRICAL CONDUITS ®_ ETMs - 2.04 FRP PRODUCTS -The pump wetwell shall be manufactured of fiber 1^r•2 PUMPS RUN LIGHTS 41 SEAL LEAK 1 83 N N2" SEPARATE 2" CONDUITS (ONE EACH FOR HIGH &LOW VOLTAGES) PER PVC 2 EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. glass reinforced polyester (FRP) of diameter and depth as shown PVC DRAIN NOTES: LA N SCH 80 PVC on the lift station elevation detail The basin/wetwell wall thickness ('P -TRAP') 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED. EL.O ' -A n N shall be adequate for the depth of the tank to maintain structural _ EGR R2 AND CONTROL PANEL. EL. V) CHECK VALVE 6 2 24 HORN X integrity in the following condition: o 2. DRAWING IS NOT TO SCALE. I 41 23 23 ALARM HORN N --CABLE HOLDING. Q oc FILL BOX AS NEEDED WITH 2' MIN. 5R13 - GFI b` ALARM LIGHT AL AND INSIDE OF CONTROL PANEL. FIELD INSTALLED BRACKET F MCB ECB VM/PM 41 120VAC N PROPER DRAINAGE do BALLAST 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. (S. S.) yO C ELECTRICIAN TO FIELD WIRE 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. Ll/L2/N/Grnd 11A) 60HZ 4W TO CONTROL PANEL , j ` 1 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER., 11112+111 11112110 28 18 14 83 N 20 18 04 N 97 GPM .. .: - - - • _ v - \ `-CONCRETE BASE SLAB AS PER BASIN ANTI -FLOTATION FLANGE SPECIFICATIONS W/ # 4 REBAR 18 O.C. ELEVATION CHART ® a • . '` N N IN WITH LOCAL CODES. SS LIFTING CABLE 65.6 GPM © PUMP CYCLE TIME °.•a • , : a - : a . a LA FIELD INSTALLED ®SWfCCH 1M 2M 46 6. ALL ELECTRICAL WORK SHALL BE ACCORDANCE ABS FR4 LUA❑ o ❑ ❑ a❑ a e LS L2 N DISCONNECT 41 45 HEATER 4-1 P 2 P!11N i� W PUMP ° m * 7. ELECTRICIAN TO RUN TWO (2 HP PUMPS) / THREE (3 HP & LARGER PUMPS) ®_ ETMs N 1^r•2 PUMPS RUN LIGHTS 41 SEAL LEAK 1 83 N N2" SEPARATE 2" CONDUITS (ONE EACH FOR HIGH &LOW VOLTAGES) PER Z C; HOAs PVC DRAIN PLUG VALVE LA N ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWELL. 0� ('P -TRAP') "T" 41 SEAL LEAK 2 84 N N • * 8. ALUMINUM WIRE SHALL NOT BE USED BETWEEN MAIN METER © -A n N U) (n LL _ EGR R2 AND CONTROL PANEL. EL. V) CHECK VALVE 6 2 24 HORN X o C4p I 41 23 23 ALARM HORN N * 9. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL 8 " INLET -/6'-0" Q oc FILL BOX AS NEEDED WITH 2' MIN. 5R13 - GFI b` ALARM LIGHT AL AND INSIDE OF CONTROL PANEL. FIELD INSTALLED CONCRETE TO PROVIDE F MCB ECB VM/PM 41 120VAC N PROPER DRAINAGE do BALLAST 7 2 = 10 FS =100VA * 10. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH 2 ��SCH t10 PVC 3 1 24VAC = DISCONNECT (AHEAD OF THE PUMP CONTROL PANEL). 41 VM CTR -N PUMP 1 PUMP 2 CCB 11, 11. BOTH WETWELL AND VALVE BOX SHALL BE PROVIDED WITH A MEANS jYG� MCP1 MCP2 (15A) 2M FOR LOCKING. SS PUMP SLIDE RAILS (1-1 /4" SCH 40 AISI 304SS PIPE). 27 34 C/B C/B 11 OFF 27 PRL 12. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. LIFTING BAIL • • 271M 13 lI T'SM14MCP1 xz FRl HO IN A 16 13. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. 11 LEAD 1 13PUMP I ` 1 14. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. CONTRACTOR 1M ?M FR2 ALT LliH T'STAT PR INSTALL 11 LAG 2 34 ❑AIN PUMP GROUT 1, 5 1 PUMP DISCHARGE WITH SEALING FLANGE ITI. 1T2 2T1 2T2 2 7 20 18 ET MCP2 * ELECTRICIAN NOTE SLOPE 11 FR3 34 • • 2M PUMP 2 AS t5, RC1 C2 RC 3 6 BOY ENGINEER ROTOTPREVENQT D SSR2 _HIGH LEVELCTR-N FLOTATION 9.5 YD3 1� 5 1� .0 .g 29 7 Rt a LEVEL o WIHE BOTTOM SLAB MONOLITHIC OUR ALARM PUMP DATA CHART 22 J SILENCE°11W 2B 2R 2W 28 R2 28 1 38g7 R e O PRIMARY PUMP CAPACITY 97 GPM EL.O L ►. a.�+ A 5 3 ® PRIMARY TDH 130 FT o 0 0 0 0 0 0 ELECTRICIAN INPUT CONNECTION BLOCK N. e • P I P 2 11112+111 11112110 28 18 14 83 N 20 18 04 N 97 GPM .. .: - - - • _ v - \ `-CONCRETE BASE SLAB AS PER BASIN ANTI -FLOTATION FLANGE SPECIFICATIONS W/ # 4 REBAR 18 O.C. ELEVATION CHART ® CU CU 130 FT © J 65.6 GPM © PUMP CYCLE TIME UFR2 70 PUMP SYSTEM MANUFACTURER ABS FR4 LUA❑ o ❑ ❑ a❑ FR3 4-1 P 2 P!11N i� W PUMP ° m FR1 ®_ ETMs ® PUMP MODEL NO. M80/2 g0 R. P.M. 3450 TOP OF WETWELL 25.00 LI FT STATION SECTON 17 ;ENERATOR ECEPTACLE HORN HORN SILENCE © SECONDARY PUMP CAPACITY 97 GPM .. .: - - - • _ v - \ `-CONCRETE BASE SLAB AS PER BASIN ANTI -FLOTATION FLANGE SPECIFICATIONS W/ # 4 REBAR 18 O.C. ELEVATION CHART ® SECONDARY TDH 130 FT © PEAK INFLUENT FLOW RATE 65.6 GPM © PUMP CYCLE TIME 39.7 MIN. 70 PUMP SYSTEM MANUFACTURER ABS ® PUMP MODEL NO. M80/2 g0 R. P.M. 3450 TOP OF WETWELL 25.00 LI FT STATION SECTON 17 ;ENERATOR ECEPTACLE HORN HORN SILENCE 10 HORSE POWER 0. a0 TOP OF VALVE BOX 25.00 © ELECTRICAL -VOLTS/PHASE 230/3 © INLET INVERT 17.55 NEUTRAL BLOCK GROUND LUG FULL LOAD F.L.A. PER PUMP 26.2 c0 HIGH LEVEL ALARM 17.50 AMP. F.L.A. TOTAL d0 2nd PUMP ON 17.00 © PUMP DISCHARGE SIZE 2" © 1st PUMP ON 16.50 ECB MCB CCB ® MIN. DIA. SOLIDS Q PUMPS OFF 12.50 SWITCH DISCONNECT CTR ® °Ilism MCPI MCP2 Q IMPELLER DIA. (MM) 177 MM Q9 BOTTOM OF WET WELL 10.50 ELECTRIC METER B e B B e B CONTROL PANEL (CONTRACTOR ® LOCATE) 8 ❑ 0 0 0 120/24V o 0 o Bee Bee GENERATOR RECEPTOR •LIGHTNING ARRESTOR MODEL NO. A3042 (O.A.E.) L FIELD MOUNTED BY COMPONENT LEGEND O ELECTRICIAN SC & RC UNISTRUT (OR EQ.) SEAL OFFS - (z") / O c MCB - MAIN CIRCUIT BREAKER FR - FLOAT REGULATOR (2)- 2" CONDUITS REWD FOR 2 HP PUMPS RELAY VM PM ° GO ,rECB - EMERGENCY CIRCUIT BREAKER CTR - CONTROL TRANSFORMER <3)- 2 CONDUITS REQ D F❑R 3 HP AND MCP - MOTOR CIRCUIT PROTECTOR ETM - ELAPSED TIME METER X LARGER PUMPS gu ag ° II II II II C/B - CIRCUIT BREAKER AH - ALARM HORN 3/4 " HOSE BIBB in¢ 0 ° ° CCB - CONTROL CIRCUIT BREAKER AHS - ALARM HORN SILENCER„ -\ WATER LEVEL CONTROL SR P1 /P2 - PUMP 1 /PUMP 2 LA - LIGHTNING ARRESTOR 3/4 GALV RISE _ - TO PUMP NO. 1 INPUT TERMINALS EGR - EMER GENERATOR RECEPTACLE SC - START CAPACITOR (10) SLEEVE REQUIRED -- TO PUMP NO. 2 • MS - MOTOR STARTER RC - RUN CAPACITOR (10) , 2" GAL. PIPE OR EQUIV. RL - PUMP RUN INDICATORS SR - START RELAY (10) GRADE : • . ; • = '.• ZCONC, STS SLAB 48" Lx12" Wx10" D GROUND CONTACTOR OL - OVERLOAD HEATERS PTS - PUMP TERMINAL STRIP e s: • . ,. . i RTS LUGS ® HOA - HAND -OFF -AUTOMATIC SWITCH GRD - GROUND s N ••• GFI - DUPLEX GOND. FAULT RECEPT. FS - FUSE TO WATER SUPPLY OR C❑NC. AROUND POSTS PTS ALT - PUMP AUTOMATIC ALTERNATOR R - RELAYS GROUND ROD» » VM/PM - VOLTAGE/PHASE MONITOR RTS - REGULATOR TERMINAL STRIP NOTE: 12 0 x 24 DEEP DEAD FRONT LAYOUT "TYPICAL" N/S SUB PANEL LAYOUT "TYPICAL" N/S IPTB - INCOMING POWER TERM. BLOCK N - NEUTRAL NTB - NEUTRAL TERMBLOCK 0/L - OVERLOAD REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION ENCLOSURE - N.E.M.A. 3R . AISI 304SS TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY W/POWER CO.) W/ALUMINUM DEAD FRONT CONSTRUCTION LIFT STATII]N. 'FEBCO MODEL #825Y ❑AE' AND LOCKING HASP DUPLEX PUMP CONTROL PANEL ELECTRICAL RISER FRP VALVE BOX TE VALVE FIN GRADE 2" Pvc Z SCH 80 DISCHARGE LINE M J � � TOP EL. INVERT EL. T -j 1 H.L.A. EL. 2ND PUMP ON EL.4- L O 1ST PUMP ON EL. PUMPS OFF EL. BOTTOM EL. SEE ELEVATION CHART FORa0 HRU90 LEVEL" CONTROL DIAGRAM 48 HOURS BEFORE DIGGING.: CALL TOLL FREE 800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. RAAIDAL L LEE �2 m Z ALARM LIGHT Z Q WITH GUARD Z COZ CIRCUIT BREAKER .. < o -� INTERLOCK >. LUA❑ o ❑ ❑ a❑ N a n�n 1.1.. i� W la�•2 SEAL LEAK INDICATORS ° m ®_ ETMs N 1^r•2 PUMPS RUN LIGHTS UWzap° Z C; HOAs _•Oom GFI RECEPT, E� Zoo 10 HORSE POWER 0. a0 TOP OF VALVE BOX 25.00 © ELECTRICAL -VOLTS/PHASE 230/3 © INLET INVERT 17.55 NEUTRAL BLOCK GROUND LUG FULL LOAD F.L.A. PER PUMP 26.2 c0 HIGH LEVEL ALARM 17.50 AMP. F.L.A. TOTAL d0 2nd PUMP ON 17.00 © PUMP DISCHARGE SIZE 2" © 1st PUMP ON 16.50 ECB MCB CCB ® MIN. DIA. SOLIDS Q PUMPS OFF 12.50 SWITCH DISCONNECT CTR ® °Ilism MCPI MCP2 Q IMPELLER DIA. (MM) 177 MM Q9 BOTTOM OF WET WELL 10.50 ELECTRIC METER B e B B e B CONTROL PANEL (CONTRACTOR ® LOCATE) 8 ❑ 0 0 0 120/24V o 0 o Bee Bee GENERATOR RECEPTOR •LIGHTNING ARRESTOR MODEL NO. A3042 (O.A.E.) L FIELD MOUNTED BY COMPONENT LEGEND O ELECTRICIAN SC & RC UNISTRUT (OR EQ.) SEAL OFFS - (z") / O c MCB - MAIN CIRCUIT BREAKER FR - FLOAT REGULATOR (2)- 2" CONDUITS REWD FOR 2 HP PUMPS RELAY VM PM ° GO ,rECB - EMERGENCY CIRCUIT BREAKER CTR - CONTROL TRANSFORMER <3)- 2 CONDUITS REQ D F❑R 3 HP AND MCP - MOTOR CIRCUIT PROTECTOR ETM - ELAPSED TIME METER X LARGER PUMPS gu ag ° II II II II C/B - CIRCUIT BREAKER AH - ALARM HORN 3/4 " HOSE BIBB in¢ 0 ° ° CCB - CONTROL CIRCUIT BREAKER AHS - ALARM HORN SILENCER„ -\ WATER LEVEL CONTROL SR P1 /P2 - PUMP 1 /PUMP 2 LA - LIGHTNING ARRESTOR 3/4 GALV RISE _ - TO PUMP NO. 1 INPUT TERMINALS EGR - EMER GENERATOR RECEPTACLE SC - START CAPACITOR (10) SLEEVE REQUIRED -- TO PUMP NO. 2 • MS - MOTOR STARTER RC - RUN CAPACITOR (10) , 2" GAL. PIPE OR EQUIV. RL - PUMP RUN INDICATORS SR - START RELAY (10) GRADE : • . ; • = '.• ZCONC, STS SLAB 48" Lx12" Wx10" D GROUND CONTACTOR OL - OVERLOAD HEATERS PTS - PUMP TERMINAL STRIP e s: • . ,. . i RTS LUGS ® HOA - HAND -OFF -AUTOMATIC SWITCH GRD - GROUND s N ••• GFI - DUPLEX GOND. FAULT RECEPT. FS - FUSE TO WATER SUPPLY OR C❑NC. AROUND POSTS PTS ALT - PUMP AUTOMATIC ALTERNATOR R - RELAYS GROUND ROD» » VM/PM - VOLTAGE/PHASE MONITOR RTS - REGULATOR TERMINAL STRIP NOTE: 12 0 x 24 DEEP DEAD FRONT LAYOUT "TYPICAL" N/S SUB PANEL LAYOUT "TYPICAL" N/S IPTB - INCOMING POWER TERM. BLOCK N - NEUTRAL NTB - NEUTRAL TERMBLOCK 0/L - OVERLOAD REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION ENCLOSURE - N.E.M.A. 3R . AISI 304SS TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY W/POWER CO.) W/ALUMINUM DEAD FRONT CONSTRUCTION LIFT STATII]N. 'FEBCO MODEL #825Y ❑AE' AND LOCKING HASP DUPLEX PUMP CONTROL PANEL ELECTRICAL RISER FRP VALVE BOX TE VALVE FIN GRADE 2" Pvc Z SCH 80 DISCHARGE LINE M J � � TOP EL. INVERT EL. T -j 1 H.L.A. EL. 2ND PUMP ON EL.4- L O 1ST PUMP ON EL. PUMPS OFF EL. BOTTOM EL. SEE ELEVATION CHART FORa0 HRU90 LEVEL" CONTROL DIAGRAM 48 HOURS BEFORE DIGGING.: CALL TOLL FREE 800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. RAAIDAL L LEE �2 m Z J Qr Z Q W Z COZ WWU .. < o -� a >. WW U Z Q 0 Z COZ WWU .. < o -� a >. WW N a n�n 1.1.. i� W Q ° m aC4 .� N ° r UWzap° Z C; O Zoo 0� Z W Z = -A n N U) (n LL V) � moa0 X o C4p a IL Q oc rr00 V/ yO C FL PF #22326 C4 OF 4- 02-594 JAN 2 3X003 Z Q 0 COZ WWU .. < o -� a >. FL PF #22326 C4 OF 4- 02-594 JAN 2 3X003 V, Q 0 QU__ WWU .. < o -� a >. N a n�n 1.1.. FL PF #22326 C4 OF 4- 02-594 JAN 2 3X003 Q 0 O J tL a N a J W Q �� CQ G Z Z Q 1=- a m W V) FL PF #22326 C4 OF 4- 02-594 JAN 2 3X003