Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Atlantic View Bch. Club 33957-33959
=y, x SITE DEVELO .i ri PMENT PLANS -.AND SPECIFICATIONS 11 Developer must obtain a a Professional Engineer( tory that the paving an ., ST. LUCfE CDUNT Y ENGINEERING DEPARTMENT This document has been reviewed by the County Engineering Department and: Is Approved ❑ Is Approved As Noted Is Not Approved ❑ Shall be Revised And Resubmitted Subject to the provisions of applicable County Standards; should actual site conditions differ from those represented herein, any approvals hereon are + null and void and construction of improvements covered by such approval shall cease until plans have been reapproved by the County Engineer. Approval does not relieve the designing Engineer of responsibility for correlation of all details, dimensions, ,. and cond itions;-nor does it re l ieve the constructot from conforming to applicable County"ufornents unless p noted bq C my V" ,t ��BY-couNrrervo�neetp.F'$; DATE k' f { F 6_0 9 �s1 � S' �#�� �k,'�� .. Y z �Y �J+' � �h, �v �i} 3M ��r„'.;L�7 � ��X ✓ fir? °Ei"z�� `i }. Jr7a } 1. .e£ t �� Ny }• �' ....33.. "9 Kt'S'.i A�Y.t f kYhr�.i :ti"fr'a Y3 {1 Y tr vs # J i k'w a i' .° �• SSA P M e,� T �s �. � £'�' ,yp +� y, f• 1 �; Y'^'� p yt��£ rm� � V m MONTE CARL '1 P, SOI'TH! sU FORT PIERCE 8I-070 SHEET 3 M MONTE N m v z z " ',.h At f IN i?y`y�yi rfy. .r,t4'+.''"'9 ttrA r5 4 t t"'... 1!t axfb e;�%' tt `.A4..,� ,. `2SIi^rc1 .,^es >�ryu?Idffi MONTE CARLO BEACH CLUB 1 153.51' 579.82' UT/L/T/ES S/TE To Be Constructed /n P I 3 ..i a p d yy �.{NLIb�3y�) Aht � • r� � a 5 a a li • �a6,1 INN g I I I I I I I I I I I I I I I I I I I I I I I - _. - -: CONST. 8" PLUG x CONST. 2�� PLUG CONST. 40 L.F: b P.V.C. (C-9O01 m ' ONST.45LF-8�� DiLP.CONST. 186 L.F,-8°DI.P. (Water Line) - J CONST, 60 L.F, 6 PVC (C-900) , CONST 8�-45°BEND - N ..:. - a" CONST. 39 L.F,-8' CONST. 37 L..F-2� CONST. 6"-450 BEND - D.f.P. / f ty T`� ° CONST, 25904 END CONST°60_NIF. 2° P .(Sch40) .• i 9 (TYPE) -- — — _ 6 CONST 2 45 BE D CONST 120 L.F. - 811D.LP. 5 "2 PVC, Ch Water Lme CONST - _ -- CONST 8°_ R 12 NO - CONST. 5 z 6�� TEE / 900 BENDS(2)CONST CONST 530L.F,-8�� D.LP. (FIRE PUMP SERVICE) '4 (SEE' SHT. '9 OF 14) 5_. _ - CONST 286 L.F. 8�� D.I.R. (FIRE LINE) 8'= 45° BEND .._— _.__ ...__-..— _...... .-.'� ... .. !`l1ucTG r (•l1t.ICT I7n I C-A° AID fGIAF DIIMD CFD VI(`.P1 i is / DETENTION PO A . _.. ._ r WATER ... ......e....,,....,. .— J M44 DISTRIBUTE (. 4407�zi kYaf�r©,CQ:Q'�Jttli PLAN �rfi�Sfi /31B3 01� p 4 D*Tf ay; w ., ..., NOT1G)N � CONST. METER PIT PER FT. PIERCE UTILITY AUTHORITY STANDARDS FOR 6° METER. 6 CONST, ISIX 6" TAPPING SLEEVE l IlON1 '.IVI I I SIII11 :IJ� Intl I'll It( I, 11014MA II,I',q 61-070 10 11 15 / 114 W.MM=777777777, I Sg. H �ltr Ia1 V i5 _ A _ = a�. _ SY` ,., _ i � i,_. � .wi a w2 a`�" •!� ;,i a" a .Ld `£ 1f „i M .}3 aI">fR e, xU ��" it°��,J"�,b�?{� :f ✓�'�a UTILITIES SITE ( To Be Constructed In Phos CONST. LIFT STATION \ RIM EL. 7.00 INV. EL.V)2.45 4 . =ao + , m+ k Vr CONST. 280 L.F.-8P.V.C. 0.41% WET RETENTION / DETENTION POND SEWAGE C r 4 {{{{,uuuury b N. 89° 31' IOaE. 4. a" PVC pLL f ( 4 � h k.: »y Y k ✓Yk pLA 7129183 pick Re%cafe Lift Statiol7 To Fgef 7/15/83 Ted Jr. Match Architect's Inv. EL a Building DATE BY DESCRIPTION REVISION Y S I Ft�T 71 Y. kr Alt } 1� r( r ( r I ii I 1 IB STORY J 102 UNIT BLDG.' O O a INV. EL.9.35 CONST. 40.15 L.F, - 10°(§ 7.25 % ' AS CONST. SAN. M. H. d6 951-`Eo RIM. EL.10.44 p0NC 6.66 N. INV, EL. 6.44 WANV. EL-6.34 CONST. SAN. M.01' 5 RIM. EL. 7.93 SSE. INV. EL.0.88 W. INV. EL. 0.78 \ CONST 15C 'O 0 '0 a d `l r 1 CO NST. SAN. M. H. *4 - 1 RIM EL.10.25 ~ I INV. EL.6.25 d C� -4 P.V.C. 3.58% CONST, SINGLE_ SERVICE -© W GUARD HOUSE I OD M %D Q ui CONST. 70.47L.F.- rz�zx a� Jrr,�✓ . Y$I' P.V.C. Q� 0.4% 1"tv�l. �£ . CONST. SAN (DROP) M.H. #1 RIM, EL.9.45 S. 10W EL 5 45 W. INV EL I7S �CID 1 � I Y CONST. 55L.F. - 10" P.V.C.7.099% �1 I I I LL/ INV. EL.9.35' 12' 18 STORY 102 UNIT BLDG. a j,` �,= J ,rarer. II■ r •GS ` I s' Y .4 v4C v4f v e r Yi f ra, n, FIELD: LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. DRAWN BY: GARY P. ' CONSULTING ENGINEERS, PLANNERS & SURVEYORS CHECKED BY: 426 INDIANTOWN ROAD 951. COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 - SUITE 410 - SUITE 202 DATE: 5 - 3 - 82 SEAL JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 JOB NO. B I - 070 SCALE: / = 50' DR. NO: 81- 070 SHEET 6 OF 14 a=� SOD 6" STABILIZED- ASUBGRADE SOD JVALLEM GUTTE 6"STABILIZED SUBGRADE f TYP fl SOD (-) 2 V2 " 2 g `(-)43/4" LEY TER 3/4" PER FT.- 6" STABILIZED SUB \6" COMPACTED LIMEROCK OR COQUINA BASD'- STABILIZED SUBGRADE (75 ON) TYPICAL ROAD SECTION Id PAVEMENT .DESIGN GRADE 0.0' „12, /SEED d MI IVd' TYPE COMPACTED LIMEROCK,OR COQUINA BASE 8° STABILIZED SUBGRADE (75,FB.V ) 4 16' � i' RAISED CURB DESIGN GRADE 0.0' 1-114 I/4„� PER\FT 6' SOD : SI 61/4" 3/4'PEk FT 4: 6"STABILIZED < SUBGRADE ICAL ROADWAY ENTRANCE SECTION' 2 3 0' 77 CO -0 M Vvo 4 c} v ggk FP i n 2'3 A'{ K 1 7 d .Yl I i I r� }} Zv A 4 ' NOTE REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED 300' ON EACH SIDE OF ALTERATION WORK AND AROUND TURNING LANES, IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS. PAVEMENT STRIPING SHALL BE THERMO-PLASTIC. $ k 1 I fi m y { � N 1 S PwK f ^-.,.. 3+sv sst � •, .. .:'. .�vP'. , ,va•'a • 4.. .1 a,-.. +r.: a nS,..T � ,'; ANTE .:CARL O.w_ EACH 50' 13 a A m w El Z Q 2 W I 1 i i. - ;I i AT H EXIST. GROUND MC _ 6 " I/2 R. 2 R. j CONCRETE CURB SHALL BE CONST. WITH 3000 P.S.I. CONCRETE AT 28 DAYS. IV "04 SURFACE A ., �. SUBGRADE v' 8 41 n III. NOTE] D 1/2" BITUMINOUS EXPANSION MATERIAL SHALL BE PLACED AT 20'INTERVALS THROUGHOUT CURB CONST. �1 n 6 DER CURB RAISED HEADER CU `MATCH EXIST.GROUND ,.4 +; I I i _7 rh { 4 2 5' 230', 50' r. O_ I STOP SIGN R/W 50 50 VARIES 8-d' 04-0"TO12'-d' 12, 4 12, ol-011TOd-0" 8,-0_ VARIES_ SHOULDER PAV T.. RESURFACE PAV T. RESURFACE PAV T. PAV T. SHOULDER " 0 ITYPE S-I A. C." , 1 2% i 3 TYPE S-1 A. C, I o 5 /O EXISTING SURFACE " 12" STABILIZED SUBGRADE ' 60STABILIZED „ 81/2" LIMEROCK BASE , ` 6" STABILIZED ' SUBGRADE- PROPOSED IMPROVEMENTS TO R/ 2"-10" VALLEY DETAIL GUTTER LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 1' SUITE 410 SUITE 202 1UPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, F/LORIDA 33450 SCALE: N.T. S. DR. NO: 81 - 070 SHEET 7 Of 14 MAX. C• E. TYPE INLET IONS IIg" "C+I „p„ GRAT APPROX. WT. 15.65 C 2-4 3-0 2-0 3-1 235 LB . 23.49 D 4-4 2'-4" 4'-1 -1 380 LBS. 35, 23 E 3 -4 4'-4" 3'-0" '-6" 465 LBS 58. 20 H 3 - V 6 - 6' 3'-C 6 -7" 725 LBS. MANHOLE FRAME AND COVER TO GROUT •��� 1 w "` P- i �' - -• 6E U.S. FOUNDRY 9 MFG. COR P. " ° BACKFILL FOR STORM SEWER TO BE UNIFORMLY DEPOSITED - ` ' a AND COMPACTED IN ACCORDANCE WITH FLORIDA D.O.T, STANDARD DRAWING No. 33-A OR EOVAL .. '• ------- /'`.• B,. MIN. SPECIFICATIONS SECTION 125-8.3 1977 EDITION - NOTES:( I) GRATES TO BE CAST IRON � ' .' 12 PIPE 12 DESIGN GRADE � WITH ONE (1) SHOP COAT OF #qp u 12"O.C.,E.w. : •d. 25 \ nn RED LEAD PAINT AND WITH d... e. •• -•. •< .I A FIELD COAT TO MEET FL A. D.O.T. STANDARD SPECIFICATIONS / TABLE OF DIMENSIONS AND ESTIMATED QUANTITIES FOR ROUND PIPE CONCRETE ENDWALLS 'ICY,r CONSTRUCTION DATA DIMENSIONS o i "x.. »A.. "B.. »C,. "E» "F» 8 0 j�n V 18" 2'-10" 2'-,9" 1'-3" 5'-3" 1'-11" I'-3" 1.92 24' 3-5' 1 3-3" I -4 6-3 2 -0 1'-4" 2.65 30' 4-3 3-9" I-6" 7'-3' 2'-2" 1-6 1 375 6-1" 4'-3" I'-8" 8'-3" 2-4" C-B"I 511 NV EL INV. EL. d 0.0 ' 4 12 4 tL a20 4 p No BARS O.0 a ; EACH WAY • s, i /'(xT /1Kri 1'" ! SOD EL. TRANSITION OF 'R °'. '►` • BACKLIP FROM FULL SECTION TO NOTHING YP. SEE VALLEY GUTTER " PLAN ...' _ -4 3/4 ; -21/2 _ EDGE OF ASPHALTIC CONCRETE SURFACE COURSE - 2 1/2 -43/4» GUTTER -2 V2 GRATE ELEV. - �.�. SEE PLAN -5 1/2' 8 SECTION A -A VALLEY GUTTER INLET APRON N.T.S. f i f h5 7t �, TYPICAL. SECTION u u : jilt 2 7 1983 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD: 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 .. 1 SUITE 410 SUITE 202 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE SHOWN DR. NO: 81 — 070 SHEET 8 OF 14 TAPPED TES• 450 BEND WITH `PLUG 8s SMALLER _ BOARD BEHIND \\ /\\, BELL LIP MUST\\ \NOT INTERFERE, \\ \\/ WITH JOINT \j TYP. PLUG CROSS WITH PLUG TEE WITH PLUG 4 I y UNDISTURBED SOIL TYP. \/\\ CONC. THRUST rt ��� •�A///� BLOCK TYP WOOD BLOCKING - a. TYP. l TEE THRUST LOCK SIZES TRENCH - PIPE 900BEND 450BEND 21/2BEND 11-1/4BEND WYESe,TEES BEARING BEARING BEARING ,BEARING BEARING MAX. MIN. DIA.(INS) AR4A'* AREA iE AREA- AREA AREA 31F WIDTH COVER 2 0.5 0.5 0.5 0.5 0.5 18 30" 3 1.0 . 1.0 1.0 1.0 1.0 18° 30" 4 1.2 1.0 1.0 1.0 1.0 18 30° 6 2.6 1.4 1.0 1.0 1.0 21 30° 8, 4.6 2.5 1.3 1.0 3.3 24" 1 30" 10 7.3 3.9 2.0 1.0 5.9 26" 36" 12 10.0 5.7 2.9 1.5 7.7 28" 36" 14 14.2 7.7 3.9 2-0 10.0 30° 36" 16 18.5 10.0 5.6 2.6 13.4 31" 36° 18 23.4 12.7 6.5 3.3 16.6 32" 36" 20 28.8 15.6 8.0 4.7 20.0 33" 36" 24 41.7 22.3 10.2 5.9 29.0 36" 36" BASED ON 130 P.S.I. PRESSURES & 2000 P.S.F. SOIL BEARINGS 1F BEARING AREA GIVEN IN SG. FT. R�'' S NOTE I. THRUST BLOCKS. SHALL BE REQUIRED AGAINSTUNDISTURBED , MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERAL. 2. ON TEES & BENDS EXTEND THRUST BLOCK FULL LENGTH OF FITTING. 3. PUT BOARD IN FRONT OF PLUG, AT TEE OR CROSS BEFORE POURING CONCRETE THRUST BLOCK. 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS. ANY MUCK ENCOUNTERED SHALL BE REPLACED --WITH. ACCEPTABLE BACKFILL. 5, ALL WOOD BLOCKING SHALL BE PRESSURE TREATED. 6. ALL THRUST BLOCKS MUST BE FORMED UP TO PREVENT- CONCRETE FROM FOULING JOINTS OR BOLTS. <` 3 Ground or Pavement Line ' • IL ` Female Plug i a' x. and Cap. r -Concrete ,'A. Meter Box Gate Valve a� 1 1 0 4 c f .k �.. a 6", Grz� RAVEL Lo d a oaavozme •,,�moote N Riser I TYPICAL THRUST BLOCK DET v MONTE CARLO BE N, M L V L7 Z Z F � m ACH CLUB sry i I t ` VARIES FIRE HYDRANT WITH;, 5 1/4" VALVE OPENING < LIMIT OF HYDRANT'.' ASSEMBLY 24" DIAMETER x 8" ` CONCRETE COLLAR 0 N 4 ° Q CONC. THRUST v z 6"GATE - BLOCK AGAINST VALVE 16 SQ. UNDISTURBED & BOX x4"CONC TRENCH BANK:',;`• o' M ( COLLAR se D.O Y •pq o.® Q TEE 5/8" TIE RODS CONCRETE (MIN. 2 REQD.) THRUST 1511x15'-A 4' MIN. 2 CU. FT. BLOCK CONC. PAD CRUSHED ROCK OR GRAVEL NOTE:. ,ALL FITTIN-GS. TO BE MECHANICAL JOINT TYPICAL FIRE HYDRANT D 6.00' P.0 �I 1. V V EMENT Reducer as Req'd SEAL NONE" I 3 .�sa NOTE, I. MANHOLE FRAME a COVER WITH THE WORDS "SANITARY SEWER" CAST IN THE COVER. U.S. FOUNDRY 33A OR APPROVED EQUAL. 2. PRECAST CONCRETE PIPE CLASS III WALL "B" CONFORMING TO ASTM C-76 OR C-4781 EXCEPT WALL THICKNESS AS SHOWN. s4 SEE SHEET S•23 FOR P.V.C. INSTALLATION SEE NOTE I GRADE 46 0 6"D.C.E.W. - OPENING' BOTTOM MIN.{ -. �. HOLES 2" LARGER THAN PIPE O.D. PACK WITH NON -SHRINK GROUT �Ir B All -1 2'-O"JOINT ALL PIPES 4- H--� - -1 I'-O" JOINT FOR V.C.P ONLY -ALL PIPES SEE MANHOLE SCHD. "C" \REIN. STEEL SEE M.H. SCHD. SHALLOW MANHOLE PIPE DIA. "A" "B" "C" BOT. SLAB'iT REINF. STEEL 8"-2411 41-011 81' 761 8" #4(a)12If E.W. Y u 30 -35 1' 5 -O n 8 W. 88 " 10 u # 5Ca�12 E.W. 42"-48" 6'-0" 8" I00" 12" #5012"E.W. TYPICAL MANHOLE DIMENSIONS I I'-O'JOINT FOR \ V.C.P ONLY -ALL PIPES `I 2'- O*' JOINT ALL PIPES SEE MANHOLE SCHD. I C ! \\ REIN. STEEL.' SEE M.H. SCHD. �k SEE SHEET S•23 FOR P.V.C. INSTALLATION STANDARD MANHOLE v N r1luldl; m v z Z z m PIPE DIA. "A" "B" "C" BOT. SLAB "T" REINF STEEL 8 -24 4-0 If 8 76 8 #4012 If E.W. Y 4 30 361 1 11 5,-0 M 8 11 88 10.1#5(cE�l2 I1 E.W.42 1.- 48 6 - O 8' 10 0, 12-1 # 5 (a) 12' E.W. . TM CARD BEACH CLUB I� RIGHT OF WAY LINE i/ I 6"-3 0° L.R. BEND PLUG (SEE NOTE I) - - - I' SINGLE SERVICE CONNECTION OTHER THAN RESIDENTIAL _RIGHT OF WAY LINE 1 6"-300L.R. BEND PLUG I 4"X6"INCREASER (SEE NOTE 7- - SEWAGE COLLECTION MANHOLE WALL 1-2'0"JOINT-\ I I /-NON-SHRINK GROUT ASBESTOS CEMENT - - _ M.H. COUPLING WITH RUBBER -RING SEAL MANHOLE BOTTOM SLAB 0 MAIN OR LATERAL WYE _ r- a a � PLUG SEE NOTE I SEE NOTE 2 SEAL THRUST_ BLOCK SIZES PI PE 90-13END 145-1BEND 22%29BEND IWYE 8 TEC DIA.(IN ) CU. FT. C BEARING LREA- CU. IT. G N . BEARING AREA-S.f CU, FT. CDNC. (BEARING RE )L,-SF. CU. FT. I CON C. IBEARING REA-S.F. 2 1 1.0 1 1.0 1 1.0 1 1.0 3 2 1.0 2 1.0 2 1.0 2 1.0 4 3 1.0 2 1.0 2 1.0 3 1.0 6 4 1.0 3 1.0 2 1.0 4 1.0 8 6 1.6 3 1.0 3 1.0 6 2.0 10 8 2.4 4 1.3 3 1.0 9 3.0 12 1 1 3.5 6 2.0 3 1.0 15 5.0 14 15 4.8 B 2.6 5 1.4 18 6.0 16 19 6.2 10 3.4 6 1.7 24 8.0 18 24 76 13 4. 2 0. woo 900 BEND WOOD ���� O BIDeKIKs 450 a 22 ,1/2 BENDS. PIPE DIA. "A" "B" "C" BOTIF $"T"REINF. STEEL 8"- 24" 4'-0" 81i 70" 8" tt4a12" E.W. 30"-36" 5'-O" 8° 84" 10" 5a12"E.W. 42"-48" 6'-0" 8° 96" 12" # 56D12E.W. TYPICAL MANHOLE D!MENSIONS _ SEE NOTE I GRADE r HOLES 2'LARGER THAN' 'CPF 'y' "-BRICK PIPE 0. D. PACK 'WITH ly N. N9N1,'NSHFvFNK GROUT 8" ENCASEMENTS SEE INFLUENT PIPE NOTE ,.. 2 DI DI GROUT A,. B„ I-I'-O"JOINT FOR V. C. P. ON LY 00 mm mm 4' ENCASEMENT c. � SEE MANHOLE SCHD- /. REIN. STEEL SEE M.H. SCHD_-- MANHOLE WITH OUTSIDE DROP NOTE I. MANHOLE FRAME 81 COVER WITH THE WORDS 'SANITARY SEWER" CAST IN THE COVER. FOUNDRY 33A OR APPROVED EQUAL. 1U.S. PRECAST CONCRETE PIPE CLASS i= WALL B" CONFORMING TO ASTM C-76 OR C-4787 EXCEPT WALL THICKNESS AS SHOWN JUL 2 7 1983' LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. f (u N�ULrIN(I LNGINEFRS. POANNER5 & SURVEYORS 4A INDIANTOWN ROAD 95I COLORADO AV[ NUE 117 SOUTH SECOND STRFL I _ FrO. BOX 727 SUITE 410 SUIIL 202 'r UPITF R, F LQRLDA 33458 SIUART, FLORIDA 13494 FORT PIERCE, F LORIDA 31W) SCALE: N. L S. DR. NO: . 81 - 070 SHEET, /O__OF _'4 _ •_\_i■1aM= EMERGENCY PUMP CONNECTION 4'-900 FLANGED ELBOW 4" PLUG VALVE DeZURICK OR EQUAL - TYPICAL PIPING ARRANGEMENT 30" CONCRETE METER BOX r a.; ... d VALVE BOX'" l 4" BALL �ECKVALVE�\�;.\ I \ 4"x 4" TEE \ 4°PLUG VALVE _ .\ DeZURICK OR EQUAL VALVE BOXY 4 BALL CHECK VALVE 4% 4" TEE 2461x 13" CONC. METER BOX W/ 1/4" STEEL DIAMOND PLATE TRAFFIC COVER ELL' Hto \ 7=7J�_7Tl FORCE MAIN LIFT STATION CONTRACT CONTRACT 3/4" GRAVEL 5/8 CORP STOP 4"D.I.P. FLANGED (LENGTH TO SUIT) FORCE MAIN 4%4" TEE --W�_ 4" STAINLESS STEEL KAMLOK LOCKABLE CAP No. 634- BK 4" BRONZE "KAMLOK ADAPTOR No. 633- LAS / 6" 3' 3.1 3" 3" N m' NOTE: ALL BARS IN TOP SLAB TO BE No.5 SIZE AND LOCATION OF _OPENING IN TOP SLAB TO BE VERIFIED BY CONTRACTOR WITH REQUIREMENT OR PUMP MANUFACTURER. mHim elml--ml! E_ _ 15 I TOP VIEW MOUNT METER AND CAN ON REAR, HEIGHT AS PER CODE AND F.P. E L. CO. STANDARD CONST. LIGHTNING ARRESTOR GENERATOR RECEPTACLE 100 AMP CROUSE-HINDS W.P. RECP. NO. A.R. 1042 OR EQUAL TO AREA STANDARD REMOVABLE SQUARE KEY AND HOLDER T H COVER 120 V.TO 24 V. CONTROL TRANSFORMER FUSE BLOCK FOR 120 V. CONTROL(TAP) PROTECTION 20 A.FUSE PROVIDE HASP ALUM., SPRING LOADED HA C NOTE: SEE SPECIFICATION FOR l `]`] L-� I CONTROL REQUIREMENT r-1 r-_lr_ r L_J L_J L L J L J 71 F, I x II x r-7 1 !I FOR PADLOCK 6"x 8" REIN. CONC. COLLAR GALVANIZED _ -- ° o PIPE P UO METER o / l_777TT PLUG VALVE v I No.' S 0 CONT. 5 DeZURICK OR -BRICK -UP AS REQUIRED n l e I n " EQUAL GROUT WATERTIGHT EL. Gi i. el a r1 rlr, f jl II le.le: e I,I I \� pa OD I P. V. C. v o _ STAINLESS STEEL - 8" TOP SLAB _ I�H I, 0 9 CABLE HOLDER •. . • STAINLESS STEEL ° 4" BALL CHECK VALVE ° LIFT CHAIN OR CABLE �. 6" ENCASEMENT �+ (FRONT ELEv ) MERCURY SWITCH p CONTROL PANED 4 x 4 TEE SEAL W/ LEVELI CONTROL EMBECO GROUT ° ° N.T.S. EL."A" ALARM _a.,m:, wAT10N SCHEDULE 'A - 2.10 - 3.00 CII - 4.00 rg" D" - 7.77 E" - 9.77 "F" - 10.77 5.5 H„ 7.0 R 2.45 ' PUMP SELECTION PRESS IN EXISTING F.M. 0 SUCTION LIFT 0 STATION LOSS 3.0 FRICTION LOSS 3.0 STATIC HEAD 23.77 T. D.H. 29.77 I EL 1. - GALVANIZED T-BAR - - BRICK,GROUT IN PLACE OR 2" PIPE EL."B PUMP"2" ON D- DISCHARGE EL "C PUMP° 1 ° ON e D.I.P.- e a a I 72'1 I.D. CONCRETE PIPE WET WELL. - EL °D PUMPS OFF COAT INSIDE AND OUT W/2 COATS BITUMASTIC COAL -TAR EPDXY 0 FILLETS 4" DISCHARGE a � ° ~ co CONNECTION ° ° z ( J a'. " ° o z - W V) CONCRETE SLABS z ELEV"E a W LEV."F.0 g" No. 5 0 @ 6" O/C EA. WAY BOTTOM SECTION OF WET WELL SHALL BE 6"GRAVEL LEVELING BED, COMPACT TO CAST MONOLITHICALLY WITH BASE SLAB,NO DENSITY NOT LESS THAN 100% OF MAX.' CONSTRUCTION JOINTS. DENSITY AS DETERMINED BY AASHTO-T99 MONT= " t � � O BEACH CLUB SEWAGE LIFT STATION A FINISHED GRADE =o N \ TO TRANSFORMER (SERVICE)I LIFT STATION / CONST 288 LF - 8�1 CONTROL PANEL m -I _ I I N.T. S. PLOT PLAN G1WPI LEGEND: I. PREWIRED STA- CON CONTROL PANEL NO. 3823 ( EXCEPT THAT THE CABINET SHALL BE NEMA 3R TYPE 304 STAINLESS STEEL) WEATHER CONTROL PANEL FOR TWO PUMPS (MOUNTED AND CONNECTED BY ELECTRIC CONTRACTOR ). 2. 4" GALVINIZED PIPE SCH. 40 (7'- 0" LONG) WITH CAP AND KINDORF CHANNEL 1 1/2" x 1 1/2" WITH HOLES, MOUNTED AS SHOWN. FASTEN WITH RUST- PROOF U BOLTS AND PAINT AFTER ASSEMBLY. PIPE SHALL BE CONTINUOUS AND FILLED WITH CONCRETE. 3. VAPOR PROOF 120 V., 100 W., RED LIGHT FIXTURE WITH GUARD AND FLASHED; CONNECT TO HIGH WATER ALARM CIRCUIT ( FURNISHED WITH CONTROL PANEL). ' 4. WEATHER PROOF BELL (4" DIA.) CONNECT TO HIGH WATER ALARM CIRCUIT ( FURNISHED WITH CONTROL PANEL). 5. POURED CONCRETE BASE 1'- 6" DIA. x 3'-0" AS SHOWN. 6. SERVICE CONDUIT TO TRANSFORMER, 3#8 0 LEGS AND 1#8 NEUT. THW IN I"PVC CONDUIT. 7. 5/8' DIA. x 10'-0" LONG DRIVEN COPPER GROUND ROD. 8. 1#6 THW GROUND CONDUCTOR IN 1/2° RIGID CONDUIT. CLAMP TO DRIVEN GROUND ROD AS SHOWN. 9.E I" CONDUIT FOR FLYGT LIQUID LEVEL CONTROL CABLES (4# 14). 10 2" CONDUIT FOR SUBMERSIBLE PUMP WATER -PROOF CABLE. I I., ` EXPLOSION PROOF SEAL IN CONDUIT. 100 A., 3 0, 4 W MAIN BREAKER 100 A., 3 0, 4 W EMERGENCY -- - BREAKER 115 V. CIRCUITS AS REQUIRED NO. 6 GROUND -'1' 0 A5 EMERGENCY TO 5/8" x 8" POWER RECEPTACLE i�(i� 230 V., 3_0 ti_ MOTORS ■ NOTE: �. L=J E TE - METER . � Iv1ECH INTERLOCK I. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE WET WELL SEWAGE PUMPING STATION WITH ASSOCIATED NO 6 1-1/4 UG TO 115/230 v.-3_-0_4_w EQUIPMENT AS MANUFACTURED BY FLYGT SEWAGE PUMP MODELCP3101-433 SERIES SERVICE CONFIRM SEE POWER AND CONTROL LOCATION W/FP EL CO '_}{IGH ALARM SCHEMAT AND MANU- OR APPROVED EQUAL. WATER (SFE PLAN AND SPECS.) FACTURERS SHOP DRAWINGS 2. THE WET WELL SHALL BE CONSTRUCTED OF REINFORCED CONCRETE PIPE CONFIRMING TO A.S.TM. C-76 CLASS 3 , GROUTED FOR ZERO h CONTROL PANEL - FURNISHED �,k WALL��B". STEEL TO HAVE MINIMUM 11/2" COVER. ALL JOINTS SHALL HAVE"0"RING SEAL AND _TH INFILTRATION. LIFT STATION 3. THE MOTORS SHALL BE 5.0 H.P.1750R.P.M. CLASS I,F" INSULATION, NEMA"B" DESIGN, WATER TIGHT AND POSITIVELY OIL COOLED FOR EMU PUMPS, AIR COOLED FOR FLYGT PUMPS. 4. THE PUMPS SHALL BE CAPABLE OF DELIVERING 200 G.P.M. AT A TOTAL DYNAMIC HEAD OF 30 FEET. HOSE BIBB W/REMOVABLE SIDE RAIL 5. FOR CONTROL OF THE 2- 5.0 H.P.230 VOLT, 3 PHASE, 4 WIRE, 60 HERTZ PUMPS, AN AUTOMATIC PUMP 3/4 GALV. ELL--,,- TYPE HANDLE OR PIPE CONTROL CENTER, AS MANUFACTURED BY STA -CON SHALL BE FURNISHED AND INSTALLED. THE CONTROL CENTER SHALL BE CONTAINED IN A STEEL OR STAINLESS STEEL (STA-CON OR N_ VACUUM BREAKER EQUAL) ENCLOSURE. EACH PUMP SHALL HAVE AN INDIVIDUAL DISCONNECT SWITCH , MAGNETIC STARTER ° FIN. GRADE WITH 3 PHASE OVERLOAD PROTECTION AND MANUAL RESETS, HAND - OFF- AUTOMATIC SELECTOR SWITCHES, _ _ ��� ���- CONTROL DISCONNECT WITH INDIVIDUAL TRANSFORMER FOR SAME, SINGLE PHASE MONITORING, PUMP ALTERNATOR -/-�t � POST SWITCH BY-PASS CIRCUITRY FOR THE PUMP ALTERNATOR IN THE EVENT OF FAILURE, ELAPSED TIME METER 4 x 4 CONC. FOR EACH PUMP, GENERATOR RECEPTACLE WITH EMERGENCY CIRCUIT BREAKER AND MECHANICAL INTERLOCK o 18 3/4" GALV. BETWEEN THE MAIN AND EMERGENCY BREAKERS TO PREVENT BOTH POWER SOURCES BEING OPERABLE- "AT THE M IRON PIPE SAME TIME, HIGH LEVEL ALARM LIGHT SUITABLE FOR MOUNTING REMOTELY FROM THE CONTROL PANEL COMPLETE WITH RELAY AND PANEL PILOT LIGHT, PANEL MOUNTED AMMETER FOR EACH PUMP. ONE 115 VOLT DUPLEX RECEPTACLE WITH 20 AMP SIMPLEX G.F.I. SHALL BE PROVIDED. 3/4° GALV. ELL 6. ALL PIPING -AND FITTINGS FOR DISCHARGE PIPING THROUGH WYE SHALL BE DUCTILE IRON FLANGED JOINT. 3/4 x I" RED. ADAPTOR o. I'WATER SERVICE 7. THE HATCH COVERS SHALL BE FURNISHED BY PUMP MANUFACTURER. BASE E L L 8. WARRANTY: PUMP SHALL HAVE A FIVE (5) YEAR.WARRANTY. CONTROLS, COMPONENT, VALVES, PIPING, ETC. SHALL HiQSE BIBB ASSEMBLY DETAIL SHALL HAVE A ONE (1) YEAR WARRANTY FROM DATE OF ACCEPTANCE BY ENGINEER. TYPICAL - CONFIRM WITH MANUFACTURER Jl?-`:', 7 198 FIELD: LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. DRAWN BY: CONSULTING ENGINEERS, PLANNERS & SURVEYORS CHECKED BY: 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET 7125183 X7 A- Relocate L/f 1 SIWio17 /,7, F/O;l DATE: 5 - 3 - B2 P.O. BOX 727 SUITE 410 SUITE 202 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 DATE BY DESCRIPTION REVISION JOB NO. 81-070 SEAL SCALE: DR. NO: 81-070 SHEET 19 OF 14 ]CATIM's 'I bC--' DC$ 6nhic T T --D ON THE CONTRACTOR 'SHALLt TESTS AND SHALL SUBMIT LABORATORY APPROVED BY ALL WORK SHALL BE PERF SHALL CONFORM WITH,A L AND FEDERAL REGULATIOk THE CONTRACTOR SHALLOl REQUIRED TO BEGIN WORK, ALL CONCRETE SHALL DEyl OF 3,000 P,S 1, UNLES ALL REINFORCING STEEL" (FY+40,000 THE CONTRACTOR SHALL GI PRIOR TO REOUE ST I NG-RE( ALL EQUIPMENT NE�SSARY TO FROPERL CQMPLETED WORKI."',"' )ORDINATE PR i ALL -P R 28 D, GUARANTEE ALL hir AFF TV,. 'ET�, ION N 1 010 k. STANDARD COLOR STAKING FOR UNDERGROUND FACILITIES SHALL B[",;,, ADHERED TO: THE UNIFORM COLOR CODE THAT IS NOW MOST COMMONLY USED IN STAKING AND MARKING THE LOCATION OF UNDERGROUND FACILITIES'l'S':" YELLOW GAS, OIL, PETROLEUM AND OTHER HAZARDOUS LIQUIDS OR GASEOUS MATERIALS, RED ELECTRIC POWER LINES OR CONDUITS, ORANGE COMMUNICATIONS LINES OR CABLES, INCLUDING B'U NOT LIMITED TO TELEPHONE, TELEGRAPH, FIRE SIGNALS, CABLE TV, CIVIL DEFENSE, AND ELECTRONIC CONTROLS, BLUE WATER GREEN STORM AND SANITARY SEWERS INCLUDING FORCE MAINS AND OTHER NON HAZARDOUS MATERIAL. I . . m W A 10, a A11 y;' 4 1, PAVING ,GRADING AND DRAINAGE. ITEM NO. ITEM UNIT TOTAL QUAN. TOTAL AS-BUILT1 I TYPE "C" INLET EA. 2. T YFE "D" INLET EA. 5 3. CONTROL STRUCTURE EA. I 4. E " CLEAN -OUT EA. 1 1 5. /8" C. A. P. L.F. 88-7 6. 24 " C. A. P. L.F 1020 z -To " R. c- P. L. F 59 8 6" . P. V. C. (C- 900) L.F. 351 9. 8 It P. VC (C-900) L. F 378 1 /0. _CONC. ENOWALL EA, 2 2' CONC VALLEY GUTTER LF 45071 12. 6" RAISED HEADER CURB L. F 592 /5 6" COMPACTED LIMEROCK S.Y. 8,658 14. 6" STABILIZED SUBGRADE SY 5,763 15 8 It STABILIZED SUBGRADE SY 10,176 16 11140 TYPE S-/ ASPHALTIC CONCRETE S.Y. 8,658 17 TYPE S-_/ ASPHALTIC CONCRETE SY 3, 147 18 1 , TYPE S-1 ASPHALTIC CONCRETE S.Y. /'89/ 19. 8112" COMPACTED LIMEROCK S.r 21015 20. lzo' STABILIZED SUBGRADE S.Y. 2,140 MCINT` E=ARLO BEACH CLUB SUMMARY OF" QUANTITIES "71 w REV A WATER DISTRIBUTION ITEM TOTAL TOTAL NO. ITEM UNIT QUAN. AS-BUIL 2" BLOW- OFF EA. I 2. 6" x 4" REDUCER EA. i 3. 6"x 2" TAPPING SLEEVE EA. I 4. 6 - 450 BEND EA. 3 5 6 - 900 BEND EA. 3 6. 6" PLUG EA. I 7 6" TEE EA. 2 8. 6" GATE VA L VE EA. 3 9. 6" P.V.C. (C-900) L.F 1,374 /0. 2" P.V.C. (C-900) L.F. 223 /Z SINGLE SERVICE EA. I 12. FIRE HYDRANT COMPLETE WIASSEMBLY EA. 2 FIRE L INE z 8 4 5 BEND EA. 3 2. 8 90 BEND EA. 3 3. 8 PLUG EA. 4 8 TEE EA. 2 5. [��8' D. /. P. L.F. 1,351 6. 1 8" x 6 " REDUCER EA. 3 SUMMARY OF QUANTITIES L 6,11.4163 'mol'-67 C01711-PI To DATE I BY DESCRIPTION REVISION SEWAGE COLLECTION ITEM NO. ITEM UNIT TOTAL IQUAN. TOTAL AS -BUILT z SEWER MANHOLE (4'-6'CUT) EA. 3 2. SEWER MANHOLE (6'- 81 cur) EA. 2 J. DROP SEWER MANHOLE (6'-8'CUT l EA. I 4. SEWER MANHOLE (8'- /0' CUT) EA 2 5. LIFT STATION EA. I 6. 4" P. V. C. 6'- 8' CUT) L.F. 51 7 4" P V. C. 4'- 6' CUT) L.F 99 9. 8" PVC (4'-6' cur) L.F 275 /0. 8" P. V. C. (6- 8' CUT) L.F. 419 /Z 8" P. V. (8'- lo'cur) L'F 656 12 /0" P. V. C. L. F 142 ri f I su ";x gla smm""=l HINEVINAMIN10118WWR - - - - - - - QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY, ..... Ai CONTRACTOR SHALL VERIFY QUANTITIES PRIOR TO SUBMITTING A',BID AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES UPON SUBMISSION OF SAID BID. FIELD: LINDAHIL, BROWNING, FERRARI & HELLSTROM, INC. DRAWN BY: GARY CONSULTING ENGINEERS, PLANNERS & SURVEYORS CHECKED BY: 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 SUITE 410 SUITE 202 DATE: 5-3-82 UPILI T R, IF _-)RIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 JOB NO. ;/ 070 SEAL SCALE: DR. NO: 81-070 SHEET 14 OF 14 µS: pweiw. nv l:YMY,:.0 rrG ,« ir':n'%,Y4w'.Y !:. wr+u>e.ua:..y �`Rn"NSan�a+vs¢+..ti+. .N xx-.±saw.xi:'.W. %4 . ss�ac.'um'.vo.VAkkNiFSURP^Hwxq..uF. esx.. > 'u.'m✓t, -+z. w..wvwM �_al- aJx +n 'x `.wm:.ra rvx sr..:Y:.. h.: r4 r ex }L "V, FOR' THE WASTEVIATER TRENTMENT FACILITIES DAYTONA BEACH ORLANDO Y IA. MELBOURNE^ AM PA ?Q I PROJECT loi-__ ® FORT PIERCE LOCATION ART ��TJUPIT FT MYERS UPITER TEQUESTA / WE Sl PALM BFACH FT LAUI)ERDAII MIA MI KEY WEST FOR t O w Pepper Park v I 1cinity Map FORT PIERCE INLET 9 t ; f c ry '£ Sor h Description .h ^ Cv`I ALL UTII ITIFFS `SITE FLAN 3, \&,ASTEWATEI, TPEtATIVIENI r°LANT SITE PLAN 4. WA,--iEWATEe TrLATIvIENT FACILITY, PLAN & FLAW DIAGRAM . 5. WA S I F ATEP TF--E 1T`MENT FACILITY, SECTIONS S. WASTEWATER TREATMENT FACILITY, RAPID ;SAND FILTERS - — PLAN 7 WASTEWAT EIS TREATMENT FACILITY, RAa- ID SANE) FI I TE S -K --- SECTIONS 8 WASTEWATER TREATMENT FACILITY, DETAILS 9`; ^g WASTEWATER TREATMENT FAC II.aITY, DETAILS 10. '' ` WASTEWATER TREATMENT FACILITY, DETAI L S I. WASTEWATER TREATMENT FACILITY, BASE SLAB DETAI LS LWDA118 . GkwAlNiNG, FERRARI & HLLSTKOM, INC. .ONSULT:NG ENGINEE RS, P1. KNNE RS k SURVEYORS 051 COLORADO AVENUE 11" SO UTN SECOND 5 T ftcET P.U. BOX -in SUITE 410 SUITE 202 (UPITER, FLORIDA 33458 STUART, FLORIDA 33494 .FORT PIERCE, FLORIDA 33450 81 - 070 12 V_ r ... r G. ,..:.. ^ 5 II. i .>ki„v het 'Y T.mio"m sn .> 4a" 21 , M O_ . 1.6 12" P.V.C. OVERFLOW (SEE SH. No.10 ) TOE OF SLOPE " x 3s M ; � s ,lull ' a� w WATER LEVEL �, TOE OF POND BOTTOM 'A :a 31'10"E., el4s No.2Ps ,TION POND SH. No, 10 FO-R DETAIL) o ° ym - 0 ,p 4 0>d in � •jA I � � i .. 'm - — ru s t0 T. 0. B. to 9.0 g - I- IT 420 IMMH � x ,`:, ,•1 � I s� gga s .aV a a ere d neX. a 4 e Ma '`a °� a3A "p s �, , ss° ses 5 . ra ^k e^ „",� " 't�s' e� Sind?" n •"'±� 4' PB %d %s '•T "s`e $m° �,m `�.✓dw�`"su?°6 �a 1s'es"x.+. ,g "ab"X°, p tt! � 6: 25 Y. 0 6 99� 9 10 69�'_ 4 25G=576 Inv.=3.0 _ _ fi ONST. 6 HIGH CHAIN LINK FENCE `8'' > rTl= O °D AROUND ENTIRE SITE o0o s. 0 0 "I:0 30' (_SEE DETAIL THIS SHEET) _� CD G P p N . FIN. FLOOR FIRE PUMP a EMERGENCY N v; en WASTEWATER D ELEV.'74 " GENERATOR BUILDING. TREATMENT PLANT N (SEE SEPARATE PLANS)= '•. 6 G. li- _ 7.25 7.50 S l ,# :ODI WATER SERVICE �5 '® _°° x TO UTILITY G.=7.43 ' ;, `: • in — 6.25 F• 70 N B. :� k-8 24 -* J AREA. T. 0.8. — . czluuu <; FRQM—SAN. SEWER ' %0 SYSTEM (BY OTHERS) — a r /all 11111 LIFT TA TA R 90° DRAINAGE 24� STORM A= 62.83 7.25 C.B. G= — 15 7.41 o Inv 1.20 1 r PERCOLATION POND:X X (SEE SH. No. 10 FOR DETAIL) >:E WIN, 0, 731 Ac. 99I! 9 20� S. 89° 30' 13" W. M4, I7°. Y. I •11 287.44 �m q (0 UI Vie+ •� a. : O ' N a , - �,- 33.33 Z a L: Z k^Y�, H y 7Wz o yob , o_ f,. ti h : Q FA 'R= 6= A= 573.69' A r` m 1 \cn 0 D �o D r n LEGEND ,EXISTING CONTOUR ELEV. /8.24 IIt — PROPOSED ELEV. �J• j • TOP RAIL 3 STRANDS BARBED WIRE.-) ,WIRE iif S CORNER POST } CHAIN LINK MESH x� ,"`'7 10-OMAX. - 10-0" MAX. ' `? b�� ,LINE POST % HORIZONTAL BRACE AT ALL O CORNERS EACH WAY AND AT '—WIRE TIES SWING GATE P0575. CROWN TO SHED WATER FIN. GR. villa �.114 - {) "' CONC. TERMINAL AT b ONC. TERMINAL AT LINE dF, •' O 4 CORNER TGATE POSTS O .1 L"I' POSTS SHALL BE A MIN, piF SHALL BEA MIN. OF M al • •17• OF 12"OIA.AT TOP, Ii•• lb" DIA. AT TOP. •, ,y�4A, ....,• 7', ro •� r# I;.�{ �•� Otte ��2� �'^�" ^'X. .� � ; A ' Ct f.4''k'�bq?14, � +, � �"."43•di J? ''m.'y�'y�( k � •�+ i {.L�, 'S�, ..4-• .1 TYPICAL CHAIN LINK FENCE DETAIL �>� � �� � �•,f t� 'ills rey N 1#: ,rk, s , t: ev -� 5•+.r ='sr `�• r '�' r, k i [Ay". cy. h f I .:w � ' '>,Nn 'A w''�F �,>'z,r,.:'` .'b°a x 'ra aS f, i•,� ,<�. -'?3 4 FIELD: DRAWN BY: GARY P C.MAI — M.TURTON CHECKED BY: DATE BY DESCRIPTION DATE: J U N E 1983 REVISION 10B NO: 81 - 070 SEAL LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINE. E RS, PLANNERS & SURVEYORS :. 426 INDIAN TOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O, BOX 727 - SUITE 410 SUITE 202 IUPITER, FLORIDA 33458 'STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE: I" = 30' DR. NO: 2 I i , e.kdr a N,''T'n ,q. p _ k n ✓ s f't rr b A # r .�. ��✓' s h.�.:T' , W, x Y , '"4 'v"+ "' "' viN#sp £ i4. v rfi ��.vr_ TSi,Y,f tiP r' k 4 ✓, t., V +r�, ✓,S^M ;a„ ,Y Y' .tf '_ �`` S+ , .y x4r y t>+K pi � ' , �'' o & t µ r x'v a v @ . f'yx, I •,: �+ � 7 t�; �., n ���ea xv � 7a ; �� Fr 4h. r�,�:.fi �,+.r.•;,: ,k �, �j.: .eS'a_rx � . r. 2'^v tit g `;y-3v.+x a'v • Y �J ,+�x�^'?, h s�''`}a t l !}Y f .`? ,�s a, w'„�. ztsxyrge .' r' ,•, iyy f '.a .:Y ' ?'ai'�r,:'RR`. < kc 'i,..v:= ,"r,._ °K" a F ,y rY ] 'a^"f ✓ .?' y yy'y'qq` p +v,�,.F£•y(�.' ?r*� n p=✓ ' 1 :, s,.;t'+`}yiN" •'x., •s?..'. , ,. •.. x ,.,:. , , •; .. ; aFd'i . ' .. z ..a�'a .'.. ,' " ,,., r¢h pvL;,.u, a t ....., r .., .� � -.;, .d"'i ytP � # .. ., ti+zi. ,. ! ,�` t# xsc, s,.f ,f..�i�',)�a•.4w p.. m " ��, , .tia ,a"nsd�1 �f .v43:"�'tita- '� yrna'.�i�• ,., ;. et r # .. +e,e''� �'•s$�kS.. �... •• '*fir+u �r+ dtaxi'-, ; � '% x�`fj' { y*F �°� s":`:. e +p, y��a r'�'it. r �y` ' <'ayv t}�'� _ - ce rJ gg z }p 2 .,,:,c_.34f' ., p ..... A.; a4,! .d:Y ty .q, +,av .:, dex•, �.H': Y , 4 P'e .rf.J. .y, r. 'R.: : i � .:Pi.Si.r .:fh• uy .., e:. Y: n .";. .. R i ` M• 't` d 2 d z d 1« /0' 1 /0' -TOE OF POND SLOPE s u AN, t�t�,. 444 l Y{ A31� �N A Y o ".'•` L"f35'T_y"jA'#iR4 1 iu(by''. t, ru'...3:+�'n I NJ a•4 ,�kii✓ YF-iJ v 5 .vP'k y''S'4 i yhvW 1�RF �`"04 ,...0.S2;, i,,, ,{ f R 6 HIGH CHAIN LINK FENCE 2h k (SEE-SIHEET 2 DETAIL) Ftv QJG - 75 - F I WATER SERVICE O CURB LINES TO TO UTILITY AREA. 40 tik 7 FEATHER IN W 5 24 12 STREET SIDE t,� 45 PARKING LOT SIDE •^• r e - gs" (SEE NOTE A � - �s e ' _ r - -I LIFT STA. �^ i SEE SITE DEV. FROM SAN, SEWER SYSTEM+ m 9` v) O P4, I ti f � r e .;. • ^o. 4 �;w:'b �M r ius' -. � a ::- � iY :m '�/ �.; ,•{�,yy., �"• -. • K .. . ,W.¢e.� redtiy,,. �..._•.. y ,:,,...",.. i S,°� .. ,.: . `•v, - J. TOE OF SLOPEk "w /1 Il % i? tHp n l • SWALE TO CONST. C.B.-/5A Z -------�o C.B. x x N ® - _ INV. EL. EJ.00 5 ALUM. STAIRWAY" — 6" 6 12 (See Sheet N° $J �? /O, SLOPE TO 9' 9' 8' 9' /5' (0 9 25 - NATURAL GRADE --- ---- - - --- -- -- -- ----- - --- -- TREATMENT PLANT AS SHOWN E --- - WALL ITYPE S-1 ASPHALT II AERoe/C II II II p H.B. II o/cEsrER II ji II j �$0 Ga 6 SHELL BASE 5 T'��p I I V I SURGE TANKI AERATION _TANK ® • J " ----"' 0 (SEE SHT 4 a FOR DETAILS) FIRE PUMP 6„ SUB BASE r AND EMERGENCY 2- I -===L—---_=_IL�===--=�_-JI 4 © V N M GENERATOR BLDG. rE BASE TO BE COMPACTED TO 98% DENSITY AS PER AASHTO T-180 SPECS. 1 I y i j I in I "` 2. SUB BASE TO BE COMPACTED TO 50, P. S. /. FBV - AS PER AASHTO T--180 SPECS. J h II AERATION TANK- 60�'i 2 ii (SEE SHTS. 4 9 5 FOR DETAILS)'.. �I Q ,.� �•`,: - .,, / . 30 ;� �, - TYP/CAL PAVEMENT SECT/ON o I�, „ H.B. m� II - ---------------- ►, + N.T.S. 7/ L.F.— 6�� :V.C. / I/2 MUD WELL RETURN 1•y0 % W 6"LOW PRESS, GATE V4 LVE (2) RIP -RAP SPLASH CF LORINE PAD HOUSEr (SEE SHT. N'/O) — M M. W. . Q C C, C. Z a B. W. y DOS. 22' ".� OTHERS) ,,, ta; w.✓ I S i, cr \ r o +r , r 3 mr .+. ^ $.f�i,�sv" `� �r > a.>�wv.aM,.s.'e.,: tiFFrr+:Uf rY •sarr, �,x-,;+:: ,. .: ,- • •_,. .ri`:,,. a ;#G:.s...: ..:k`. -v..r-4'." ' '�:`„r'".. . .i. Ciai '. — 0 4 CONT .w p ra ,,:,;,. . yS,:,n,,, .: .... ,x� , ��.;;,. /� r. .'x' r•P � \. �•�:" max. Slur::. lW4.y, i{`• jaA z N i3 Rk .V.p.. nR,{P 1e. Ma. '••a — .l�Y .tip •§ ✓ YY•. 9 r � CI hl w } tl✓.t.: t,.,.r. . ¢,d�.., ,^i k:_ '*a 7/Y. s ^ ..d '..£ ..,. U "�_4�: `.. dJ .'.ry 'w. ,,;.�� °, �, ;, � .. �� � •." ti . ,. � I �,�.y T, , �rn ..§. { � l � OR/ VEWAY CURB a GUTTER , f' A. ," :.;. `'+y;'y v ti s .; .'""'2. �n . 3 :'f��,�' "F .�,., _�,�:°4' r4R: o ,�i... ,l.. `. .^'. l.r raV r `?'. 5✓ _ � [� � v � 's , y £m'''I�,,4i 'TA' .ua3„ S yt„s'xb.X5aa4r „asrF �•�` �"I"i{v1.'.v+:E�i=.4,i rZ'. ,' •r. . i N. r. S. x pt ",' ,�'r2 ° ik. �`}4t •nc„-.'' '' t ;*`) v^ -4 3 , 1 v a [ ul 'ivR• �,, v� aW, �_w,iia� Sg .d:'*k�a d •" a,ti 'F r "^k'," y t'� >eX 41 ,-- O " GK EL. 7.41 fit' 20 J.INV fL�/,Z0 LEGEND Y, N.INV EL.: 79 NOTES 9' 9' !` k 9' .ZO' -_--- ? -1,5--- EXISTING CONTOUR,ELEV. A-1• THIS LENGTH OF CURB AND GUTTER TO BE DRIVEWAY TYPE D GUTTER SEE DETAIL THIS SHEET WITH GUTTER q CURB N lb� �B — PROPOSED ELEV LINESTOALIGN UNIFORMLYSOAS NOT TOIMPEDEDRAINAGE ,,, r. •:_:" s; FLOW, FRONT AND BACK CURB LINES TO BE FEATHERED w!, t hM T STA RD VALLEY GUTTER CURB. w, w m y M� INTO NDA o4 F , •"K. Ri•t A.e iMa u'•x`� SnF ., } Y , .. >Lb - NOW •, a A, � al' '' .� �,: •. ,, .; � ....n ', 3. vT =, ';:.'. i , ,�'klj a "2, ?^"�''4?n • h.',x a*j MOW 'DRAWN . . I GE EATMENT PLANT •. , • r i SITE L`' it *r�uA iy'f4 PLAN x v _x r . x r „a LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS N 951 CO LORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 SUITE 410 SUITE 202 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE: /" /ODR. NO: SHEET lPn1�6OR rHAIJDQAIL TEE— PLAN SCALE: % = I'- r cwoR POCKET lu GAP6ELM W GOW4LIL STRESS-KEV WALL JOINT PLAN VIEW 4uCN04 pOC4cT iu c>cwn'M oe •5 TIE AIJCHOQ J� STRESS-VEY 5000 P51 FILLET 64HE SLOB- WT PROVIDED BY STRUCTURE M&OUFACTUREQ SECTION 112L MESH ---LAODEQ FULL L&OLLTH 0 K L JII 10 J E F 6 G 4 5 M 0 7 Ml a I L IN -000u7 SLOT -.np, I. LIFT STATION A, GRAVITY COLLECTION SYSTEM 2- SPLITTER HC X B INFLUENT FORCE MAIN 3. AERATION TANK C SPLITTER BOX TO AERATION 4. FINAL SETTLING TANK D. AERATION TO FINAL SETTLING S. FILTER DOSING TANK E. SETTLING TO FILTER DOSING TANK `{ sr¢Ess-KEv 6. GRAVITY FILTER i F FILTER DOSING TO FILTER 7. CHLORINE CONTACT TANK /BACKWASH WATER G. FILTER TO CHLORINE CONTACT/FILTER BACKWASH 8. PERCOLATION POND H. CHLORINATED EFFLUENT TO PERCULATOR POND 9. SURGE TANK I. EXCESS INFLOW TO SURGE TANK 10. AEROBIC DIGESTER J. — WASTE SLUDGE TO DIGESTER 11. COMMERCIAL HAULER K. DIGESTED SLUDGE TO COMMERCIAL HAULER L. DIGESTER SUPERNATANT TO AERATION TANK FLOW DIAGRAM M. RETURN SLUDGE N. BACKWASH WATER 0. FILTER BACKWASH is- 0 Ln 0 Ln (D r (D S:- SEE APPROVED MANUFACTURERS SHOP DRAWINGS FOR CONSTRUCTION DETAILS AND DIMENSIONS. DESIGN BASED ON MAROLF STRESS-KEY13 SYSTEM AS FURNISHED BY MAROLF, 15500 49TH ST. N. CLEARWATER, FL. 33520. INSTALL HANDRAIL ALONG ALL CHANNEL -BEAM WALKWAYS AND CAPWALKS. JUL 27 FIELD:ty SEAL LINDA.. HL, BROWNING, FERRARI & HELLSTROM, INC. 'ONSULTING ENGINEERS, PLANNLRS & SURVEYORS DRAWN BY.C. MA/GE CHECKED BY: -- . - 4261NDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET li P.O. BOX 727 SUITE 410 SUITE 202 IUPITI_R, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 DATE: June . 1983 DATE BY DESCRIPTION JOB -NO. 81-070 REVISION SCALE: DR. NO: SHEET 4 OF �/ q ! 24 AERATION TANK D o e w I P`r of Idar: AIR DIFFUSER (TYP) SURGE 6 SECTION liC—CII WASTEWATER .! ATER TREATMENT FACILITY f MONTE CARLOLLI :.t�"� i V IMuri:'�S Y�, x•G:.'t yft41°N9 ! T\ .?Y u.F ♦ I V °. { � Y4u� � � i 1 � l , n. :a '• i.. t! a S,s +;. < ,zf ...� < ,.; M+I" .� , .,- ,n ...'a•' a ". ; '• , l�'tieNiw AA . 4cn'! T ¢ a _.i. — .av't 'T`. x. `.:F t i x..�, FJi , ,4 'i ri ,:.r '- .:3 v" •:' .� ', . 1 SE TIONS C ..t, V .. •.,. .. .-. .. 4 y3 .. _.x... v r , ,•.. .. y, D: ...:. ,., .....:. . a,L.;�-. � �rsskv�6'.r�,h1. E L E V. 14.0 0 TANK IJ w w O'J O � OF J DATE BY DESCRIPTION REVISION ALUM. STAIRWAY (SEE SHT. 8 DETAIL) FIELD: DRAWN Bt C.MAIGE CHECKED BY: DATE: JUNE, 1983 JOB NO. 8 1— 0 7 0 lolwa ALUM. HANDRAIL TYPICAL ALL CAPWALKS CHANNEL BEAM w / WALKWAY & HANDRAIL G' D A' AERATION TANK p J W ;. > Ed - - _ -- AIR DIFFUSER ASSEMBLY o J y I O p, G7 'd, J • �1lwr d,� F P � i D' D' B IC TER b ° ri. ,A Js e i P- 5 '4 @ 15" T e 6 II -0 1 FINAL SETTLING ,o 0 .q' ;n 6.83 c � D o. 4 e ;^ .a ELEV. 14.83 5-*4@6"T4B ELEV. 6.25 0 m BLOWER SLAB 6.75 L ELEV. 6.25± . IJ L G LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 SUITE 410 SUITE 202 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SEAL SCALE: 3ie,r = I'-O" DR. NO: SHEET 5 OF 11 G /' / A44/OWE� L L ETUGV rfh s�co/voa A ANT //VL ET o //YG __ o s� .L P'o4e'on# sccoNL�A.c� PL ANT eY- oA SS QATAr vAL VOI T/I.�O T TL /Nd ti QATff VALVE. H /NL 57 FROM 6,600N.OARY PLANT MUO 1Nt L L .PETU.PN 00S/eVG - PL/M.oS I .PANEL_ '' i�FMF.rGF�/CY O ✓FREE OW L TERAH TOA( /L O.r/NF 1 F i 4IA11 AMaJF csisra I I 1 YA.1 v`s EMF.IoGEA, Y OYfAfFL o w p_ G� i I ��(� MUOWFLG .PETY/.(N To OPT/c?N.4L SANO BEOS �� 66 6" ouTLEr GO. I/- NOTCH ,aOX CHL OQ//YE --- -- CQ/VTACT CNAMQE,P C1! F/L TEe4w/ /a sQ. Fr. MUGH/FL G .QFTU�PN PUM.o — /N L/OWEL L M/AV. FAr<'AVAT/41 -5'N,4L1 FXTENO /Z `Q�-ydN.O TA /V.I~S ON ,4L L .S/DIES Ira PUMP SCHEDULE TYPE NO. Q T.D.H. P.S.I. H.P. V/Ph/Hz DOSING 2 54 19 8.2 1/2 115/1/60 BACKWASH 2 270 26 11.2 2 230/3/60 MUDWELL 1 40 20 8.7 1/2 115/1/60 1TV G RAPID . .,.. SAND , DATE I BY 70 am S ECO/VOAR ) .aL A IV T / NFL L/E/V T ^Af T0-,r �s/.V6 CNItsN ctz),`vn cT AN AI' 7- RY -Z4IVO J C~A SS (I E T AN ANT 2 &w. row FfFL UF/VT D2 Wr Q A A/ C. .47Y- NA.S.S' r.4L VF OV/ GA 4111l A.PF.SSL/.rb � j 2 O/ 02 QG1S/NG .oC./M,o .�t/O//VG SC NE-YIAT/C NOTES: /- CL QTF T.V,rL7TTL /NG [44L 4E U,v T/L PPFSSUf'F GTA F .PEAQS FT Op ,o.S/G Z- 4O�lGC fT ,SIDE ASN .QC A TF D/S.oE'RS/p/V 41 SA/VO F/L TL�.P . SC'NEO 40 2" PVC, 4 - TO BY- .PASS O/YF F/L 7'E.F j fL 0 SF T.V.PO T TL / /V G V,4 L V4F .4/V0 O,oE/Y ,SY- PASS VALVE, DESCRIPTION REVISION FIELD DRAWN BY: C. MAIGE CHECKED BY: DATE: JUNE 1983 JOB NO. 81- 0 0 SEAL Tt7 F/L TE.0 A/ /j,TO F/L TF.t 'vr 7-,VC 077-L /iVG .9�7P,t'FSSUeJ Y.ILVF egwjlz GAUGE N.O. 8Y- .PASS V.qL VAC- srvV4 ew/ SC /-/EMAT/G NOTES: /- L /LCL OSE TN.PO TT4 PeFSSU�F 6AL/GE .PEAOS FT O.! �S/G Z- .L7/.o/JVG : SCNE04 40 4 P. I/. C. 3- TO &AC.KYVAS/•/ F/.0 TE P �/ if//TiSI Q,IC*-A /ASH CL OSE QYt/!/j. LINDAHL, BRO"NING, FE RRARI d HELLSI ROM. IN( 1,f NI,IANIO1Po RUAI] (1)I �)111UU 4A N',J I( PIII Y I It)Kll'4 Ii ki I'll Ki 'lkh I SCALE: DR. NO: SHEET OF I I :e ,sir EAL rF.e OrY Liem1 r . -r rO L E/iFC /4 B3 m- i i -L7F kc .r ,.• NJ i z h 1f) Z'ZEU + 5, 000 P. 5.I. CONORFrE \ 6.25 "eurl�t�ar ►' 1 � �"rf'J! -- aaL vr- nv ee rn Ants ►�tLYr EL Ell 775 Q.4CX WAN C7N.4MQE.S 4,739 6AL. at,IC'irs�ss�f�' } :slit'. L FVFL /rV6 QFO Gl� swo of .srrsEivir�ts i'' Rapid Sand Filter Accessories 1. DOSING CHAMBER ALARM 2. FILTER ALARM LIGHT 3. AUTOMATIC FILTER BACKWASH 4. BACKWASH CHAMBER LOW 5. WATER CUT-OFF SWITCH 6. MUDWELL HIGH WATER CUT-OFF SWITCH 7. AIR SCOUR BACKWASH 8. DOSING PUMP FLOW INDICATORS 9. BACKWASH PUMP FLOW INDICATORS 10. CROSS CONNECT PIPING BETWEEN DOSING PUMPS 11. CROSS CONNECT PIPING BETWEEN BACKWASH PUMPS MONTE CARLO BEACH CLUB /FT/Nif /J.A//V . r/.Y�.Y. fir.►J .�M M /2" zz! O SEC 710" (o 247 6AL. � SIDS//ti1G r FLQ " T Ass'),- R ZW. 37 E020 ff[AMOC! 6� E.N41Fe6F,04 0V4F.PFY OW L Fv&CZ Zrz E!! 9. 58 !! ('-)0.63 e 6MF,P16EN Y ovice�-L aw ri/UOINFL L .tf rU� ti CO/V'TirCItL AAA/iC 4f p, rYP. *VZ R Z-V 9. 59 r s ,? P 6.25 0 05 Ava GO Y-/YOTfN/ CNA BE,Q H/F/.r DO X ; 2 PUMPS ( • ' v CA-Ie CW 4F7 CZ'LNT.4CT N ON G'f/AMaFi�' PUMPS _— 5, 000 6AL, / 1/Vv ";,..93 "OuT[ET QD Off ---- ' J ' .S .: EZZ C-/ 0. 63 oast�ts -, -" WASTEWATER TREATMENT FACILITY RAPID SAND FILTERS -- SECTIONS DATE BY SEC T/�N 6 DESCRIPTION REVISION A5 = O S'FC T/ON Z FILTER MEDIA PLACEMENT (IN ORDER OF PLACEMENT) 6" COARSE GRAVEL I" TO 1/2" 6" FINE GRAVEL 1/2" TO 1/8" 9" SILICA SAND E.S.,70 TO .80 MM 21" U.C. 1.5 MAX. FIELD: DRAWN BY: LINUAH1 bkf)l' NINI,LS , I 1 RkAPI S III LI K()%l IN( CHECKED BY: - DATE: JUNE 1983 JOB NO. 81-070 SEAL / SCALE. DR. NO SHEET 7 I 46 ANCHOR POCKET IN CAPEEAM OR CAPWgCK --- -- WALL JOINT PLAN VIEW ANCHD0. S K I M ME Fi .T_,. VOCKET 11.1 nl �CnvD[nM O0. T ROUGH WAIL _ WIRE MESH LADDER FULL I DEPTH PRIOR FILLET To FILLING I COLUMN WITH 1 GROUT 1 e / � I BASE 5LA0-NOT PROVIDED 5Y STRUGTU0.E MANVFACTURER COLUMN GROUT SLOT '. TEe FLAT COKNER x VAVA�CAN1^ -ALUM. GRATING 6" C ALUM. V'-6"L ALUM. ALUM. HANDRAIL(TYP) ALUM. GRATING (TYP.) 7y4" x 24" L 3"x 3" I , x 3" LG. (TYP) 23 —�SE 013160 (4) WIRE. ALARO 4./Gl4 P,VICE BY OTHERS I I I 113 IL3 4/ID 4/IO � 4/Io �ll MUDWE� L �o Flo , BACY� VVASH FI LT IL F ILTEQ 'PUMP MUDWELL PUMPS PUMPS FLOAZ 115),IW FLOAT 23013/ 60 115)1/60 ewITCNES SWITCHES TERTIARY CONTROL PANEL mask, k. ALL PRECAST LINIT.S USE � IUD Oo eDo�1 D o00 - J7000 II >n o g DOO °oozeo �- PVC 'AIR WFFU5E" p0" "eonk+a b,'�F- VFtZaln W/5LEEVE 12" z 15"Al Draininq D 2"Holes. AIR DIFFUSER ASSEMBLY EFFLUENT WEIR 4 SKIMMER TROUGH DETAIL NOTE: (4) ADJUSTABLE WEIR PLATES ARE PROVIDED FOR THE EFFLUENT WEIR TROUGH5f (1) rOR THE SKIMMER TROUGH. ADJU5TABLE WEIR PLATES ARE SERRATED WITH V-NOTCHES 6" O.C.-lYt" DEEP, POSITION BOTTOM OF V-NOTCH 1'-5" BELOW PLANT DECK q" pvc L l Pvc c AIR PIPING SCr�EMA'TIC_ q" Pvc TYP. l �4 Z" pvc x ., PRECAST * 3 C ONCRETE v~ FIBERGLASS ELECTRICAL SERVICE MAIN DISCONNECT dIF Cp.Pw.4LK "� , ��. � a � ` BLOWER 14 00 D 230131 60 /� o... ENGINEERED PRODUCTS PRECAST_ PRECAST CAPWALK ° WALL DI A NI T rnr\I TDn I DA NI C 1 QFLJ UNA ATI (` cI Ioc��lnTnnl r he rl lonl r�nt7-r 4' PVC HANDRAIL DETAIL I- = CIRCUIT BREAKERm a�o I STAFF GAUGE i� j2" PAR �N�.EZ FI LTE 2' -D1SCH ARGE T m j -MOTOR/ BLOWER AS5'Y 2 —AIR C)IFFUSF2 j —y2.' BUBBLE-R — SK%KA2-rRo0GH 5—EDUC�COR - STD . AIR VALVE —III— U NI 10 N -�- FLLY,iBL> COUPLING -{ SUZ �rcRFL� VAI-VE P}ZESSVRE C�AUvc I f-- PR.ESSURE RELEASE VA1 VC X 38 4 4') 4" DIA 9" x 9" 5Q FACE DIA.I.P.S. ZEADED 4.40 STEEL BLOWER DISCHARGE MUFFLER Engineered Products Mod. No. E-255S 600 C.F.M. Max. T MONTE CARLO BEACH CLUB RE A T T FACILITY DATE BY i DESCRIPTION REVISION 0 j/ N 3/iro" ALUM. It 50 V-NOTCH WEIR B0X DETAIL. EQUIPMENT AS5ENABLY DUAL BLOWERS @ 345 G.F. M., 62 P.S.I., 15 H.P. 1170 R.PM. EACH. SUTORBILT G.M.B. - - - � EDGE OF O XX CALK 9 y2„ FLOW METER LEUPOLD E1,STEVENS INSTANTANEOUS RATE/ VOL. TOTALIZIP - MOD. NO.61R. v i 0 `-WEATHERPR ENCLOSURE 16" x 14" x 9 V; 4% 4"ALUM. SUPPORT STAINLESS S' BEADED FLOA- �15"DIA. ALUMINUM/ J STILLING WELL STAND & STILLING WELL FOR FLOW RECORDER N.T.S. CAPWALK r i i FIELD: --- DRAWN BY: C.MAIGE I' `Ii tshUY1'. ikl' CHECKED BY: DATE: JUNE 1983 JOB NO. $ 1 — 070 SEAL SCALE DR. 18" MIN. f 31 I 6"PVC- TREATED EFFLI SAND -CEMENT ABUTMENT: SECTION SECTION EFFLUENT PO NOT TO SCALE PVC 0° BEND O'x 10' SAND -CEMENT SPLASH PAD. EL. 7.5 W.S. EL 6.0 DESIGN BOTTOM EL. 3.0/ ) OVERFLOW NOTES :- I. SOD ALL SIDE SLOPES FROM EXISTING GROUND ON EXTERIOR TO DESIGN WATER LEVEL ON INTERIOR SLOPES. 2. INSTALL SPRINKLER SYSTEM ON ALL SODDED EMBANKMENTS AND SLOPES (COMPLETE w/ PUMP 81 CONTROL PANEL.) k<% n JUL 27 t tiwe�m Co� T a1. aye =' r. s�,.a .e .nul4yu �'"+ -�dY *-[�' ic,.:' 'F A S W1, E "" n T ys I L`"" TY '; DETAILS �` �� ,m_ �,"` DATE BY FIELD: SEAL LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CO G ENGINEERS, PLANNER YOBS NSULTIN S & SURVEYORS DRAWN BY:C. MAIGE CHECKED BY: 426 IN DIANTOWN ROAD 951 CO LORA DO AVENUE 177 SOUTH SECOND STREET P BOX FLORIDAsU�TOR,o SUITE OR IUPfE[R, IDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 DATE: DULY 1983 DESCRIPTION JOB NO. REVISION SCALE: DR. NO: $MEET 10 Of li INTERIOR WALL CONT/NUOU5 HA/VD'MAOE NOTCH f WALL 1=0 I' 0 1-09 1 `o 0 Y WALL III I v�l..J I T �o �o -- -11 2o ¢ I o WALL TYPICAL /NBDARD TEE S TZ_Ad WALL AIVIO WSTEA4 9" 1 9" , SECT/ON D-D MONTE O BEACH DATE I BY DESCRIPTION REVISION NOTE.EW, . ALL BASE SLAB ANCHORS MUST EXTEND` 6 MIN. ABOVE SLAB 34 6INIL tv ter_ ��- a aS mw� i II II II II u I I' I II I !a I, j l t m m mm IRV FIELD: .._�_.rF a► x. DRAWN BY: C. MA!GE L S y . CHECKED BY: pp DATE: ✓LINE, II �J I'..'r•-i_06W I i(i✓.i i.i ):.. JOB NO. 81 — O%O SEAL��NO: . % ii _ �.i 8 s.