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FL 2j STORM DRAINAGE STRUCTURE TABLE ENGINEERING LEGEND OR TYPE JGRATE EL.)' - -- - - --- RIGHT-OF-WAY LINE - - CENTERLINE --- "CURB INLET SECTION, TOWNS HIP,RANGE LINE - -x-- bill 04 FENCE C=3 s =1-r _r=3 RETAINING WALL - (- �-- BUILDING - - - - ' - - -- - - PAVEMENT LINE , SIDEWALK LINE CURB , CURB AND GUTTER 25.50 MLCURB I NLE-T-l����M - - 2&SO - - 25.00 CONTOURS - - - SA - - --•-- SA •-- SANITARY SEWER - - - ST - - •---- ST —•- STORM SEWER - - - w - - --- w DOMESTIC WATER — — - F-- — F FIRE MAIN - - - G -- - --- 0 -- GAS MAIN — — — FM -- FM FORCE MAIN -- - - UE - - UE UNDERGROUND ELECTRIC -- - - OE - - ----- OE --- OVERHEAD ELECTRIC - - -UT - - UT UNDERGROUND TELEPHONE -- -- -OT - - -- -- OVERHEAD TELEPHONE -- - - UD - - � UNDERDRAIN - -155 Mq - - FIRE _HYDRANT_ _ DOUBLE CHECK HYDRANT -.-- ASSEMBLY - -L- j-D•� RED.PRESSURE BACKFLOW PREVENTER PIV - F-- F- POST INDICATOR VALVE - - --D�- -- - MINK - - -�- - - VALVE & BOX _ - - --�-- -- - wom --- - -- s - SPRINKLER RISER - - --�i-- -- - WATER METER - - -�-- - - PHONE/POWER POLE ---Lam---- INLET - - - -- 4 FLARED END MITERED END •� 'vi FLUME - - - ( ENDWALLS - - -C-}- -- - CONTROL STRUCTURE 3 P.P. fpp.p. POWER POLE p m LIGHT STANDARD (LIGHT POLE) CD m TRANSFORMER - (-j C] VAULTS S-1 ,CURB INLET SA -1 SANITARY SEWER STRUCTURE AL SECTION CUT INLET DETAIL REFERENCE CURVE NUMBER C' INLET 'CURB INLET 'CURB INLET mm� IMF M:CURB I N -LE -T �CURB INLET ICURB INLET WIN 'CURB INLET �CURB INLET 110i ,CURB INLET CURB INLET man M CURB INLET ,CURB INLET_ IMICURB I NLET MtURB INLET 1=�-CURB--I NLET 9. 9.1 � is ` , • . � '" � yr r o --- '' i CONCRETE CD— HEADWALL (TYP) 1..82 .J i)' ;1,82 TRIPLE 8' X 4' BOX CULVERT t 1 CIVIL PROPOSED ENGINEERING LEGEND - -- ��..��+■ PROPERTY LINE - -- - - --- RIGHT-OF-WAY LINE - - CENTERLINE --- --- SECTION, TOWNS HIP,RANGE LINE - -x-- bill 04 FENCE C=3 s =1-r _r=3 RETAINING WALL - (- �-- BUILDING - - - - ' - - -- - - PAVEMENT LINE , SIDEWALK LINE CURB , CURB AND GUTTER 25.50 25.50 SPOT ELEVATIONS - - 2&SO - - 25.00 CONTOURS - - - SA - - --•-- SA •-- SANITARY SEWER - - - ST - - •---- ST —•- STORM SEWER - - - w - - --- w DOMESTIC WATER — — - F-- — F FIRE MAIN - - - G -- - --- 0 -- GAS MAIN — — — FM -- FM FORCE MAIN -- - - UE - - UE UNDERGROUND ELECTRIC -- - - OE - - ----- OE --- OVERHEAD ELECTRIC - - -UT - - UT UNDERGROUND TELEPHONE -- -- -OT - - -- -- OVERHEAD TELEPHONE -- - - UD - - � UNDERDRAIN - -155 Mq - - FIRE _HYDRANT_ _ DOUBLE CHECK HYDRANT -.-- ASSEMBLY - -L- j-D•� RED.PRESSURE BACKFLOW PREVENTER PIV - F-- F- POST INDICATOR VALVE - - --D�- -- - VALVE - - -�- - - VALVE & BOX _ - - --�-- -- - MANHOLE --- - -- s - SPRINKLER RISER - - --�i-- -- - WATER METER - - -�-- - - PHONE/POWER POLE ---Lam---- INLET - - - -- 4 FLARED END MITERED END •� 'vi FLUME - - - ( ENDWALLS - - -C-}- -- - CONTROL STRUCTURE 3 P.P. fpp.p. POWER POLE p m LIGHT STANDARD (LIGHT POLE) CD m TRANSFORMER - (-j C] VAULTS S-1 DRAINAGE STRUCTURE SA -1 SANITARY SEWER STRUCTURE AL SECTION CUT DETAIL REFERENCE CURVE NUMBER H E ASK LL NY A C�4'TECT-Slc:NGI�!I=Ec'SICC)l,"Tig'I CTORO r J \ 8.90 i 8.91 rib ` ` r 94 t {IL; 76 CIL) �1 p � � 9.80 Cdr c4 r p KENNETH L.SANDERS, P.E. CIVIL Eh 31NEER -- rn /- g r MATCH LINE i s 4 uv i FG8 .1. 6)qR WD DATE Ism on R I " DAW ISSI lF. OR REVISION to i` i , 1 , } 1 F - L EE' ! L 'A IN D 'I I �G" i;nHuiNG & DRAINAGE PLAN J% rso— A I Z U a u IM N y PRINTED HOME OFFICE SEP 19 1988 THE HASKELL COMPANY ARMITECTSOENGINEERS*COti I Mo -,TORS i� SCALE i' = 4[-), 70-169 SHEET ham. 210 8RUN;N,G 44-231 6808b-04 k Now snow � solm MONO C-1 B-1 IL T. C 12 8.60 cp uo 8.63 0 do 0 18 of 24 NV. 1.00 Lo 8.18 00 0 8.48 CONCRETE HEADWALL 68.9 0-) An I n I-rvD\ MATO LINE LJVUUt-L- U f\ -7 BOX CULVERT GRADING & DRAINAGE PLAN AREA 2 4 ri dR�'viyG 4A 32 63086 04 I >w� MATCHLINE ,i . ' (:H: -DI s 3.60 • ' . r� Y • 8.60 \ • /" 1 Y 5 � t 9.41 `W, ,k 1 ♦ \ \ / r� -Jok I '.. 9.41 9.65 . 1 1 1 .100T__ •pp _ ek ` l _ 1 r \(j - rr 1. t / r f' • d� o/� r� f . lY ,� 1, 8.93 ' - 9.17 - kF•. � r� �, - l 8.93CD O O r -,gyp ! % i 1 ♦ '' ;` .F• 10.0 F 'F • JJ . 0 1 I - toe 41 �r SCALE 1' = 40' 1 \ JO® NO. 70-169 ASKELL COM YEKENNETH L. SANDERS, P.E. DR AWN $Y GRADING & DRAINAGE PLAN FLEET LANDING CIVIL ENGINEER ��._ _ S AREA 3 �`�"1� 1� 9 9 88 sJRll/1`•1D f'E"�MIT SUS' _ SHEET w ARCHITEGTS1ENGINEERS/CQNTRA� ORS �- ._.�_ �.- . J. BA;�NARD219 s '1 ISSUE GREVISION ,. .. _. .. ,., .. .. .... :.......•.r...aas„.a...,ti.G1a♦^..,n4.,.,•vy: �•s.Mwa<.�xmsw-1ty,aLrq law..r.Yvwdl..-..M91hiS'R�1.,.S1wLyL.�Ie.+VataE �.+T .^ses. r,... c.a.irs. . _ �,., ..-- y. .. . ,. .. .,ar. s....t. .x .. <� .-r-'VSk..rx - , .114 n... v-.. e.. ,. .e ., .,.. '1 -..., i aw.....rL.c -w - .:..u♦ ..,_ , .,.. .... ., r'.=+ �..-:•v,eak•Na - ., • .. ... -. ....tt. -..' -. .r ,'r. r. i ..v+.rr x.i.,w . ...'7R.wt ..r�{ .�'<t A;.:#3 4R,^J•JF.i +ar.+”' � .P8R3•Y c4. na .3..i'ta .. -•.2; C �.. .. i � 'ka� .,,- .;�.i:y"• i. a.: t�s,wte..x�K.:: a..=F .. . c ., ..T+�,�F!'x!h s F'+'.. . ,e 'IiC. _ BRUNING 44-232 68086-04 4 9 id V,d"b%l 04 S, 44 m Lu a -Aft MATCH LINE I KENNETH Le SANDERS, P.E. DRAW N BY DRANB jo HASKELL COMPANY CIVII ENGINEER Y t THE -'SjRlzllVD P&RN17- /ssue, -8t3 CHIECKEM BY '?-'7 AF-VIMN D DATE oi TECT r 9r"Hi S/ENGINEERS/'CONTRACTORS ���_._��_.. FLEET LANDING D -%-I -E IS' -530E OR FiEVIS;Oi'l GRADING & DRAINAGE PLAN AREA 4 JOB NO. SHEET 213 E BRUNING 44-232 68086 'I -I s� qw' sem. x` y r . Al •. 7" s - �1 •• •' DROP CURB' �: • CROSS SLOPE OF PVMT• • •� . • . • ; . • • • �• • ,.. • ,• ,N •, • j4v � • • • ! r .1 W • ' a • i • . ► % fP- •. 'e. ... CURB & GUTTER SECTION CURB /NLEr FRA.' GRATE NOT SKOw .VOrc Cl1NC. DESIGN STREYG771f a 4,000 PS/ m h qR/CX WIDRK I C4 � CURB IRON 2 �� CURB ll1tET FRAME GRATE AtcRrQR Sc Ar r______ 36• BIV BRICK , , -2• o t4 SI_CESI 2"C £AR GROUT OR RAA,1-x£X " SHAPs TO SUPPORT_� 03 P PIPE WITH EXTRA CUT AT 3eLL ACCEPTABLE EXISTING FIRM UNO I STIURSZO ' MATER I AL STORM PIPE BEDDING - CASE 1 g CURB INLET CURB f CyTTER Ash fCo�lC t: N13A 1�� C 0UQS 15-1 •• • " . �•f � .'� �••: •, •��• ie v of i • •opo •• ;op 'r 4Co"PACTW O • L1 M vtt2.4 SIL COMPACTED SIJB•GRADE PAVIMeNT STauCTurZLL VICKNI'SS I-AiXLe TrPI� su.ep-CaAM 6rk* VLAM2 41 fcuQs* AU'To PAVC ML w 12 G" 11 IL 0 TYPICAL PAVEMENT SECTION TYPE LOCATION SEE PLAN P.C. AND P.T. OF CURVES '� , • j JO/NTS WHERE REOWREO 1r1 5!-0" CENTER TO CENTER ON SIDEWALK w AND PARALLEL TO CURBS �iiMMM�r111i;�� rlsii�� 1�1 j • 48. 1 Q PREG?Sr/N Aiccc..R�vC£ too �I,r r r laa � Iu •� wry LArEsr m7ncNS of as r,� c��� a I _ t'�'ia1•a.� f;�;�� 2"CLEs2R. AL: FILL r2 FLUME z S C"wPAC • SHEET FLOW sy PIPE MUST NOT se /NOE.ySt?rAJ►SMO JOINTS ; JCONSTRUCTION o �- ra. I 4 %t�\U/til �t •� �G'�' l / • - _SII 3� �r .1)t = JJ;, {f1)�s' . ' ► - r : • M/NIA&W _ • BEARING CAPAClrY 2000 P- S f. SHAPs TO SUPPORT_� 03 P PIPE WITH EXTRA CUT AT 3eLL ACCEPTABLE EXISTING FIRM UNO I STIURSZO ' MATER I AL STORM PIPE BEDDING - CASE 1 g CURB INLET CURB f CyTTER Ash fCo�lC t: N13A 1�� C 0UQS 15-1 •• • " . �•f � .'� �••: •, •��• ie v of i • •opo •• ;op 'r 4Co"PACTW O • L1 M vtt2.4 SIL COMPACTED SIJB•GRADE PAVIMeNT STauCTurZLL VICKNI'SS I-AiXLe TrPI� su.ep-CaAM 6rk* VLAM2 41 fcuQs* AU'To PAVC ML w 12 G" 11 IL 0 TYPICAL PAVEMENT SECTION SILT FENCE O4" X 4" WOOD OR STANDARD STEEL POST, ( MAX.) 3'-O" O.C. 2O BURLAP OR MIRIFI 150 FABRIC STAPLED ON (MIN.) * 2 HOG WIRE FENCE. O3 BURY FENCE AND FABRIC ( MIN.) S INCHES AND TAMP THOROUGHLY. IWANXII11IRAME a COV44 SET COVERS FLUSH IN PAVED AREAS NEW SIDEWALK It U.S_ CORY Iss 04 0.1 ABOVE IN UPAVED AREAS AND APPRQIvEO EQUAL) 0.75 BELOW GRADE IN GRACED S •0" ROADS Ftws iMArrE TYPE •A ITY P•) ••A"� ? J01 NT VARIABLE 8R1J U ADJUSTMENT • I r ,r,` : 2" MIN. 1. _0.• RING JOINT I :1A OR APPROVED PREMOLOED PLASTIC JOINT` • : , / •� SEALER WITH 4'_0" DIA. s/� PROTECTIVE ! 2'-0- 'n I WRAPPER f • : I •p ;.i 2/3 PIPE ora SLOPE II` TYP. Nor: • CONC. DESIGN _ SrR�GTX 4, 000 P. S/ + CLASS `C" CON - O CRETE VARIES l .. ' ,•.. T Z" MIN. Cr _ - • ,••' a • • • • •• i:' •I,� • LEVELIVCOURSE g I z'- O+ r ' • jr •+.. a-•'.` •' CLASS l . ► • + r j CONCRETE a. 4 4 4 ;1 1 � • f' UNCISTURBED S00. � P ORN£�7S TYPE �8 JOINTAt P L A N TABLE OF SIDEWALK JOINTS ' TYPE LOCATION SEE PLAN P.C. AND P.T. OF CURVES A 1I l r�! p1,��,'•�1!! 1E11 MMM M14 sill All 1r1 5!-0" CENTER TO CENTER ON SIDEWALK w AND PARALLEL TO CURBS �iiMMM�r111i;�� rlsii�� 1�1 j DRIVEWAYS) AND SIMILAR STRUCTURES, too �I,r r r laa � Iu I _ t'�'ia1•a.� f;�;�� • SECTION CONCRETE FLUME z SHEET FLOW sy BALES Of 'STRAW STAKED DOWN o SILT FENCE O4" X 4" WOOD OR STANDARD STEEL POST, ( MAX.) 3'-O" O.C. 2O BURLAP OR MIRIFI 150 FABRIC STAPLED ON (MIN.) * 2 HOG WIRE FENCE. O3 BURY FENCE AND FABRIC ( MIN.) S INCHES AND TAMP THOROUGHLY. IWANXII11IRAME a COV44 SET COVERS FLUSH IN PAVED AREAS NEW SIDEWALK It U.S_ CORY Iss 04 0.1 ABOVE IN UPAVED AREAS AND APPRQIvEO EQUAL) 0.75 BELOW GRADE IN GRACED S •0" ROADS Ftws iMArrE TYPE •A ITY P•) ••A"� ? J01 NT VARIABLE 8R1J U ADJUSTMENT • I r ,r,` : 2" MIN. 1. _0.• RING JOINT I :1A OR APPROVED PREMOLOED PLASTIC JOINT` • : , / •� SEALER WITH 4'_0" DIA. s/� PROTECTIVE ! 2'-0- 'n I WRAPPER f • : I •p ;.i 2/3 PIPE ora SLOPE II` TYP. Nor: • CONC. DESIGN _ SrR�GTX 4, 000 P. S/ + CLASS `C" CON - O CRETE VARIES l .. ' ,•.. T Z" MIN. Cr _ - • ,••' a • • • • •• i:' •I,� • LEVELIVCOURSE g I z'- O+ r ' • jr •+.. a-•'.` •' CLASS l . ► • + r j CONCRETE a. 4 4 4 ;1 1 � • f' UNCISTURBED S00. � P ORN£�7S TYPE �8 JOINTAt P L A N TABLE OF SIDEWALK JOINTS ' TYPE LOCATION SEE PLAN P.C. AND P.T. OF CURVES A JUNCTION OF EXISTING AND NEW SIDEWALK B 5!-0" CENTER TO CENTER ON SIDEWALK w AND PARALLEL TO CURBS C WHERE SIDEWALK ABUTS CONCRETE CURBSI DRIVEWAYS) AND SIMILAR STRUCTURES, AG.. -X '�- ► .y 2- r-r""� `• .aAaO GFS rodo 8E _ c l I j �/.C.rdfcFrSO •!/4 2:e-44 �`j'' TYPICAL MANHOLE DETAIL 5 -SIDEWALK DETAILS A •. •-,.•—�4 e /? Q C 5.W. WON— Zi • : ,,-RCUT, OR r7s1 M VEX 1C• N i S ` rvNEN Recurs +ti PIPE MUST .V07- 2E '--r• ��.� W COA4T7RUC7;0,V .. ► v� ./O/NT w -'' > •�I� • �_�_�_, s~ SLOPt VARIES • �• ••. �': •►.• 5 AT PLAN O tS C HA R G E ENO &4WAOIZIM co BE.t r'I,VG G:Pa Cl 7r 2000PV, gw I••Ow 29•Ow 1• -Ow sw S• _ on EL. VARIES 2 ¢ TYPE "C" INLET l�J //vo�Oj a�9r O\\ O O 0— STRAW BALE BARRIER AT 9 EACH CATCH BASIN 21* SINGLE ROW OF BALES OF STRAW TO BE PLACED PRIOR TO THE START OF ROUGH GRADING. O( P L A N O M`9ARS,STEEL :TS OR 2`9 x 2. ES I' -e TO 2• HE GROUND. EROSION CONTROL ING BALES 0 ANCHORING BALES 1.5 1. S' J. GRATE 22 jp_�•• (. '•' or- SOD SOD •. a l` 3 •. CONCRETE SLAB REINFORCED WITH 6":6" 10/10 WELDED WIRE FABRIC 6 MITERED END SECTION THE ASKELL COM NY KENNETH L. SANDERS, P.E. DRAWN BY _ G. BLACX CIVIL ENGINEER � �•,. ���� �Y 9 -9 -ea S�R�v�� p�R�arr /ssv -rig t .� ,INEERS/CONTRACTORS _ ..,�.�_ O�� R � �� S, ,4 _ - .. __ y •_- ��o:t aae."m:+a�.,,�.��.•,ar_-=.:.��..�;:>,<•.<:...,��._y_;�-.a.M _. _. _:.--.'_:'^.s��ac�ts. _rs;.r'•t".Ss:.:.v:>= .ry.,o..•v� rKae-azvwsa�an•u.,...�,.•..•..�� ... .. . a :.. . � ,,, ....>�.. , f.., -. ., •, ,� _ .. r.�^�*.e. � ,2,. s�. ... .a .... .kip ___. �-. t€,�. ..'mss .. t;-;...�..,_ �;-¢9aaaHf+'..,.t^t�+'vw.:.xr,: •,,.:asu�.5?�:�z�e'a+e.ec••^ . .• •.a . - • .. .. .'• r,•�,: .Cti .•aM ,'• �^a':"X<F2•C'� 4?d:3?S•?.: scrF':3 �. , .� +.- �L ,. »�•r�: �T4"rsri.xU'..^.3,n .r •4:ssY3�r�i.-r:..rv.; >r"fi a w..C. �.4....... _ �,..._ -# .7n1..,. a_ z a� :. • - _ 1. . FLEET LANDING Y.Ype�•niS89E'L";9�eYYF.�%y4R:'tir;a7.'KPYif'•: .]YS'•",:':aVl�.:•P +.:.t:•3. Ta`i7s;.:�.. ._ .wo ,. VARIES -SEE PLANS 1/4M PER. FT. ( SEE PLANS) ` I►� =ice, , f •r 40 r ff 6X6XW1.4XWIA(W.W.F.j SECTION A -A 1/4A 1/8•• 1/2 N SEALANT ! f/q"R 'm '� 1�4"q' '_ �'• .f%4"R 1/2`PRE MIOLDED •��- • ' EXPANSION JT - ,p• ,.. • . ' . `'• ; :w MATERIAL TYPE `A; TYPE Br TYPE rC• OR4 Tf,4 r4R/fs /t h No r0. c, 4+4 RESAR-0 SEE FO O.T. ROAD DESIGN STANDARDS, INDEX. NO. 2713 FOR VARIABLE DIMENSIONS. 4t A a or JOB NO. 70--169 . 1 SITE DETAILS SHEET . NO. 14 • r - / _ _-vN#:r+L:+�i".>�J1Lefl8�w'•'+'.�?aw:.4Kst-�<'`4'i.�.`i: i'°.c.:'9t_,d.s "��+Sr�S..:-d rr9"-: ^: rY•^;'.'..+C"'.:4Sr .. :'^'<E.�e': '.: �^^',R'.a'Z�J INV• VARIES SEE PLAN SEE PLAN '�• w _ i :: ",,, .�• -- '�'"" '� (2r TURN DOWN • SECTION CONCRETE FLUME z SHEET FLOW sy BALES Of 'STRAW STAKED DOWN SINGLE ROW OF BALES OF STRAW TO BE PLACED PRIOR TO THE START OF ROUGH GRADING. O( P L A N O M`9ARS,STEEL :TS OR 2`9 x 2. ES I' -e TO 2• HE GROUND. EROSION CONTROL ING BALES 0 ANCHORING BALES 1.5 1. S' J. GRATE 22 jp_�•• (. '•' or- SOD SOD •. a l` 3 •. CONCRETE SLAB REINFORCED WITH 6":6" 10/10 WELDED WIRE FABRIC 6 MITERED END SECTION THE ASKELL COM NY KENNETH L. SANDERS, P.E. DRAWN BY _ G. BLACX CIVIL ENGINEER � �•,. ���� �Y 9 -9 -ea S�R�v�� p�R�arr /ssv -rig t .� ,INEERS/CONTRACTORS _ ..,�.�_ O�� R � �� S, ,4 _ - .. __ y •_- ��o:t aae."m:+a�.,,�.��.•,ar_-=.:.��..�;:>,<•.<:...,��._y_;�-.a.M _. _. _:.--.'_:'^.s��ac�ts. _rs;.r'•t".Ss:.:.v:>= .ry.,o..•v� rKae-azvwsa�an•u.,...�,.•..•..�� ... .. . a :.. . � ,,, ....>�.. , f.., -. ., •, ,� _ .. r.�^�*.e. � ,2,. s�. ... .a .... .kip ___. �-. t€,�. ..'mss .. t;-;...�..,_ �;-¢9aaaHf+'..,.t^t�+'vw.:.xr,: •,,.:asu�.5?�:�z�e'a+e.ec••^ . .• •.a . - • .. .. .'• r,•�,: .Cti .•aM ,'• �^a':"X<F2•C'� 4?d:3?S•?.: scrF':3 �. , .� +.- �L ,. »�•r�: �T4"rsri.xU'..^.3,n .r •4:ssY3�r�i.-r:..rv.; >r"fi a w..C. �.4....... _ �,..._ -# .7n1..,. a_ z a� :. • - _ 1. . FLEET LANDING Y.Ype�•niS89E'L";9�eYYF.�%y4R:'tir;a7.'KPYif'•: .]YS'•",:':aVl�.:•P +.:.t:•3. Ta`i7s;.:�.. ._ .wo ,. VARIES -SEE PLANS 1/4M PER. FT. ( SEE PLANS) ` I►� =ice, , f •r 40 r ff 6X6XW1.4XWIA(W.W.F.j SECTION A -A 1/4A 1/8•• 1/2 N SEALANT ! f/q"R 'm '� 1�4"q' '_ �'• .f%4"R 1/2`PRE MIOLDED •��- • ' EXPANSION JT - ,p• ,.. • . ' . `'• ; :w MATERIAL TYPE `A; TYPE Br TYPE rC• OR4 Tf,4 r4R/fs /t h No r0. c, 4+4 RESAR-0 SEE FO O.T. ROAD DESIGN STANDARDS, INDEX. NO. 2713 FOR VARIABLE DIMENSIONS. 4t A a or JOB NO. 70--169 . 1 SITE DETAILS SHEET . NO. 14 • r - / _ _-vN#:r+L:+�i".>�J1Lefl8�w'•'+'.�?aw:.4Kst-�<'`4'i.�.`i: i'°.c.:'9t_,d.s "��+Sr�S..:-d rr9"-: ^: rY•^;'.'..+C"'.:4Sr .. :'^'<E.�e': '.: �^^',R'.a'Z�J h. 7 41 0 A M ^-r co" ti L I W t: co a N w 0 Z2 . 4- Z ��S�1CVv1 tC. 8 � i 40 Q Lu co 4ttx4"wl J` U z ELZ•.► 4•c4 L 1{; a h. 7 41 0 A M ^-r co" ti L I W t: Iv. & 10" p1Ng 11" PINE Irl FINE 11" Fl NE 1ll3 -10 V WAS N►YRT(E GWWI c >wATVR VAI Vr: 0 1 G 0 N t2 R Iv F- i 4 -";v -4u w --- �. t2 = 4''x4l' EL t/. A 6QV • x Iz 8 t q�. f L4G. AtAteM . to wAYrl� 'TKrA-TMr.. JT M -AUT comm ON x________.. r ,�•�7 x x __ GATG N SINluve us Tv M-47 -i a \3N- 14 6 A1rl•"'t•Y MA 1►,� �' wu . i z _ _ K- L.AY VW" � �, -- — m -U6 Mir- u� _ � { t 6 � ! fel I.,1 [Lives - — —j ---, t'i:�.X1 . -Toper, 0+00. `� l ,rONCRETE ENaA4oE NOKTH U CTT tNv.0.44 MAW . �� tvG. ND�i L 4 1 `'GONG. Np1NL. a(r` + o.-- TE 4 0, .coa,-. M.E.Q. !2"►NV.=3•�7 �ATeKCpToV �LcT��,ALVE: KaFfWe�l(ifq [- -j WELL 11 ,1 ""o'I 111WIN OAK EAG•At M n ELE4,- ¢ I "ptNE� ' 12 PINS _ _ E;c15T Z411�'' NA -Tr -g 1v1AJQ _ x 100AK (D10 "OAK. • o �L �,11pIN� ta'I�JN� .'�Zr' �N� MATCH L( UE A- A G'] O co + 3 - -- -- ---- - -`� - W " 7K �! 2 A B ,N �emt:WTIO�Tu I e too &''rvc FoKcr, wAt u 0 ' r2& vJ MOM C � c 157.4' X�•� til i x� ��. I \(Q r, " 0 0 ©� .\ c c 12+-00 14tOD FAIr-NAY SI LL^ S D E 4too 1 - NOR -rt-1 -- I 6CAL. : I =4,0 V --hoo 04-00 HAf TGHL1UE 5TH,. Z)DU -l- N } Fi:�9CC MAI U P. CSO VT LDT l P2, Tl -1(r'., K,. '- WtSSuRt ftLlCF VAL.Vt �Q A/WoRTH ov- Q` r r z CSC 15T. Z44 D• I r�VZK OUTFALL.Ptri trmue-UT) 4- 11 Nl- 5A N1 5TA . It> 4 �� x VALVA.. • � DK y N 1� C tzlvvlc 1FLLC T LAW DIQG j SITE / leo" t- 00 l8+—cc F If co a N w 0 Z2 . 4- Z ��S�1CVv1 tC. 8 � s U 40 Q Lu co 4ttx4"wl J` U z ELZ•.► 4•c4 L a -� o 3Q runmm x i Kcl5m gvolf-ll Iv. & 10" p1Ng 11" PINE Irl FINE 11" Fl NE 1ll3 -10 V WAS N►YRT(E GWWI c >wATVR VAI Vr: 0 1 G 0 N t2 R Iv F- i 4 -";v -4u w --- �. t2 = 4''x4l' EL t/. A 6QV • x Iz 8 t q�. f L4G. AtAteM . to wAYrl� 'TKrA-TMr.. JT M -AUT comm ON x________.. r ,�•�7 x x __ GATG N SINluve us Tv M-47 -i a \3N- 14 6 A1rl•"'t•Y MA 1►,� �' wu . i z _ _ K- L.AY VW" � �, -- — m -U6 Mir- u� _ � { t 6 � ! fel I.,1 [Lives - — —j ---, t'i:�.X1 . -Toper, 0+00. `� l ,rONCRETE ENaA4oE NOKTH U CTT tNv.0.44 MAW . �� tvG. ND�i L 4 1 `'GONG. Np1NL. a(r` + o.-- TE 4 0, .coa,-. M.E.Q. !2"►NV.=3•�7 �ATeKCpToV �LcT��,ALVE: KaFfWe�l(ifq [- -j WELL 11 ,1 ""o'I 111WIN OAK EAG•At M n ELE4,- ¢ I "ptNE� ' 12 PINS _ _ E;c15T Z411�'' NA -Tr -g 1v1AJQ _ x 100AK (D10 "OAK. • o �L �,11pIN� ta'I�JN� .'�Zr' �N� MATCH L( UE A- A G'] O co + 3 - -- -- ---- - -`� - W " 7K �! 2 A B ,N �emt:WTIO�Tu I e too &''rvc FoKcr, wAt u 0 ' r2& vJ MOM C � c 157.4' X�•� til i x� ��. I \(Q r, " 0 0 ©� .\ c c 12+-00 14tOD FAIr-NAY SI LL^ S D E 4too 1 - NOR -rt-1 -- I 6CAL. : I =4,0 V --hoo 04-00 HAf TGHL1UE 5TH,. Z)DU -l- N } Fi:�9CC MAI U P. CSO VT LDT l P2, Tl -1(r'., K,. '- WtSSuRt ftLlCF VAL.Vt �Q A/WoRTH ov- Q` r r z CSC 15T. Z44 D• I r�VZK OUTFALL.Ptri trmue-UT) 4- 11 Nl- 5A N1 5TA . It> 4 �� x VALVA.. • � DK y N 1� C tzlvvlc 1FLLC T LAW DIQG j SITE / leo" t- 00 l8+—cc F If K LEGEND t'C I b'• ' Tmr `: I 1,->T M'1eGC N I A I tJ GENERAL NOT93 - OFF SITZ WATIR AND SWU 1. UTILITY CONTRACTOR SHALL NOT COMOtiWE WORK WITHOUT PRIOR NOTICE TO TUE CITY OF ATLANTIC BRACH PtM9LIC SERVICES DEPARTMENT (246-2766). TWO DAYS !NOTIFICATION IS RIQUIRSD BEFORE ANY LINES ARE CONNECTED TO THE EXISTING UTILITY STS'M , 2. POURED CONCRETE TIMUST BLOCKING 18 ASIMRSD WNBRE WATER RAINS AND FORCE RAINS AXX 2"INKT80 AND AT ALL 8005. 3. UNSUITABLS MAltRtAL$ UNDt3t ttlii►TIM An S"%R RAINS $HALL at RBMOVRD AND RXPLACOD WITH 6 LtKM OACKrILL, PROPXALY COMPACTED TO 95% of MAXIMUM DRNSITY. 4. THE CONTRACTOR SPALL COORDINATit THE WORK WITHIN CITY RIGHTS -OF -NAY WITH "t PROPER AG=4CtES FOR NAINTZNANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 5. ALL WATER MAINS 4" AND LARGER SHALL 58 C 900 DR -18 CLASS 150 PVC OR BETTER. 6. ALL SANITARY SIMER MAINS SMALL OE SDR -35 PVC CONFORMING TO ASTM D3034. 7. DURING CONSTRUCTION, THR CONTRACTOR SMALL INDICATE AND PROTECT THE LOCATION OF TUB TERMINATION OF BACH WATZR Aug) SOMI SERVICE AND EACH VALVE WITH A STUB OR !lARR1xR. S. NO CONNECTION To 3XISTI.11NG POTAB&B WATUR SYSTZR SHALL an ALLOWED UNTIL ALL PROPOSED WATSR LIVISS BAVt 099N PRESSURE USTUD, DISINFBCTBD, AND CLtAM FOR SERVICE. 9. ALL EXCAVATION' $HALL 82 DONE 2N A ldIW82 TO MINIMIZE WATER TURBIDITY AND POLLUTION. TRS C01l UCTOR BULL Sg RgSpOyS I QLE FOR THE PREVENTION, CONTROL AND A&ATEM2NT Or 910510H All WATER POLLUTION IK ACCORDANCt WITH CHAPTER 17-3, FLORIDA ADMINISTRATIVE CODE. co a z "Mae w 0 Z2 . 4- Z JGommI- 8 � s U Q Lu co J� J` U z K LEGEND t'C I b'• ' Tmr `: I 1,->T M'1eGC N I A I tJ GENERAL NOT93 - OFF SITZ WATIR AND SWU 1. UTILITY CONTRACTOR SHALL NOT COMOtiWE WORK WITHOUT PRIOR NOTICE TO TUE CITY OF ATLANTIC BRACH PtM9LIC SERVICES DEPARTMENT (246-2766). TWO DAYS !NOTIFICATION IS RIQUIRSD BEFORE ANY LINES ARE CONNECTED TO THE EXISTING UTILITY STS'M , 2. POURED CONCRETE TIMUST BLOCKING 18 ASIMRSD WNBRE WATER RAINS AND FORCE RAINS AXX 2"INKT80 AND AT ALL 8005. 3. UNSUITABLS MAltRtAL$ UNDt3t ttlii►TIM An S"%R RAINS $HALL at RBMOVRD AND RXPLACOD WITH 6 LtKM OACKrILL, PROPXALY COMPACTED TO 95% of MAXIMUM DRNSITY. 4. THE CONTRACTOR SPALL COORDINATit THE WORK WITHIN CITY RIGHTS -OF -NAY WITH "t PROPER AG=4CtES FOR NAINTZNANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 5. ALL WATER MAINS 4" AND LARGER SHALL 58 C 900 DR -18 CLASS 150 PVC OR BETTER. 6. ALL SANITARY SIMER MAINS SMALL OE SDR -35 PVC CONFORMING TO ASTM D3034. 7. DURING CONSTRUCTION, THR CONTRACTOR SMALL INDICATE AND PROTECT THE LOCATION OF TUB TERMINATION OF BACH WATZR Aug) SOMI SERVICE AND EACH VALVE WITH A STUB OR !lARR1xR. S. NO CONNECTION To 3XISTI.11NG POTAB&B WATUR SYSTZR SHALL an ALLOWED UNTIL ALL PROPOSED WATSR LIVISS BAVt 099N PRESSURE USTUD, DISINFBCTBD, AND CLtAM FOR SERVICE. 9. ALL EXCAVATION' $HALL 82 DONE 2N A ldIW82 TO MINIMIZE WATER TURBIDITY AND POLLUTION. TRS C01l UCTOR BULL Sg RgSpOyS I QLE FOR THE PREVENTION, CONTROL AND A&ATEM2NT Or 910510H All WATER POLLUTION IK ACCORDANCt WITH CHAPTER 17-3, FLORIDA ADMINISTRATIVE CODE. 0 co a z "Mae w 0 Z2 3 Z JGommI- 8 0 co a z "Mae w 0 Z2 3 Z JGommI- 5 � s U Q Lu co z L a �„ o 4 z 0 w cac: w 10. EXISTING TRZ23 LOCATED ON TUB SBLVA MARINA COUNTRY CLUB lu PROPERTY ARE TO RBRAIN. COrMCTOR TO USB SxTREME CAUTIOIN ON !� CONSTRUCTION WITHIN THE GOLF COU"S PROPERTY. CONTACT TUB $ELVA V! z MARINA COUNTRY CLUB GOLF COURSE SUPSRIMMSNT 48 HOURS PRIOR TO� � 0 CONSTRUCTION ( 246-4827) FOR COORDImhTtO#-e co Q ""'• 11♦ UPON COMPLtTION OF FORCE MAIN INSTALLATIOIN WITHIN GOLF COURSE PROPBRTY, CON`TRAC R SHALL SOD AND/OR 5680 A8 RiQUIRBD TO RESTORE w TURF TO ORIGINAL CONOtTIONS. _ D CD rl)Q cr w 2 W6" ' Q ►cast ck r*Tl- DRAWN BY- CHECKED Y: 1`' �l�doKS CHECK_ ED BY: AE JOB NUMBLtR 70-169P CONSTRUCTION JCB NUMBER WATER METER FORCE MAIM PLAN STA.0+00 STA -21+00' C24, # a .t WOMEN H �. 3 10. EXISTING TRZ23 LOCATED ON TUB SBLVA MARINA COUNTRY CLUB lu PROPERTY ARE TO RBRAIN. COrMCTOR TO USB SxTREME CAUTIOIN ON !� CONSTRUCTION WITHIN THE GOLF COU"S PROPERTY. CONTACT TUB $ELVA V! z MARINA COUNTRY CLUB GOLF COURSE SUPSRIMMSNT 48 HOURS PRIOR TO� � 0 CONSTRUCTION ( 246-4827) FOR COORDImhTtO#-e co Q ""'• 11♦ UPON COMPLtTION OF FORCE MAIN INSTALLATIOIN WITHIN GOLF COURSE PROPBRTY, CON`TRAC R SHALL SOD AND/OR 5680 A8 RiQUIRBD TO RESTORE w TURF TO ORIGINAL CONOtTIONS. _ D CD rl)Q cr w 2 W6" ' Q ►cast ck r*Tl- DRAWN BY- CHECKED Y: 1`' �l�doKS CHECK_ ED BY: AE JOB NUMBLtR 70-169P CONSTRUCTION JCB NUMBER WATER METER FORCE MAIM PLAN STA.0+00 STA -21+00' C24, # a .t WOMEN H �. �� . Fay• ..s-��3c:%r� _ o.. 7 5 K 10 7 L 4 Q"© A B C D E P G H •� PLAN .ROOF SLAB - - I I' o„ FRON T VIEW SIDE VIEW MT'G BACK LAYOUT 4 - N.T. s. EW / ED e 2. • 0ULJ„ �1 0 l ! VENT HINGES + •30 .� 1 0 © J 0(De T +D3 u +. 1 , I I CABLE HOLDER LOCATION NOTE: FOR VALVE VAULT SIZING UPPER GVIDE BRACKET DETAIL DUPLEX - 4" DISCHARGE PIPING - 6' x 6' "CNCRETE VAULT N S. DUPLEX - 6 •' DISCHARGE PIPING - 7' x 7' C^•4CRETE VAULT ` I� „ DUPLEX - 8 " DISCHARGE PIPING AND TRIPLEX STATIONS - 2 /2 `---j 3 e 4 CUSTOM DESIGN 3 X16 :)1SCHARCW. PIPE' SECTION 3 _ I'-0,. VENT I S O HINGES ELEV( �% 00 � 14 0 s NOTE' GRADE SITE •• ---- _ i •: TO PROVIDE 1 ' I . • . o Io � DRAINAGE c t w 3 T H z -WATER SEAL MTKO•!T PUMP PULLING - 3 CONDUITt7r GROUT CHAIN OR STAINLESS c TO NOC TR ° • . STEEL CABLE e IZ _ �.� Q e PRECAST CONCRETE VAULT ID 2 SCHEDULE ! ~- X OR APPROVED EQUAL 0 40 STAINLESS ! ' ' , . . ; 3 Q STEEL GUIDE - -- - - •' RAILS 24 j CONCRETE FLOOR SL OP E D T I TOWARD DRAIN PVC SCHEDULE 40 DRAW LINE WITH TRAP SLIGHT MADE DOWN TO WETWELL NOTE_ 0-1 MINIMUM WET WELL DIA DIAMETER FOR LIFT STATIONS WITH 7.5HP PUMPS OR GREATER STANDARD WATER DETAIL IS 8' - 0" . N.T S • z PV8 OXXFLOW PREVENTER (TO BE SUPPCRTED EKY o 2 " QAV/. S L. PIPE W/9" SQUARE BY 9" DEEP CONCRETE 8) 12' MINIMUM ! Tr+E HIGA4EFT GU -1-E- ° ' METER BOX •-� I HOSE 818 - I I 8 MIN j_ __ •.....�• - i �..a•- ' (•....,,,.._., - 211 12 ELEV.&U.7R� o - •I°i - �---- NOTE: NA -EQ SErcv.�; -4o1 lv r ` ZJRB �T�!P~ � • j L JR9 , r0P T'. HOSE °TO BE FIELD rile SHALL 3,E''• , TO BE FIELD ADJUSTED _ELEK A B a PUMPS FHA V41 '5. �K� L 7' Jtf kll, Lt r 1 0� FURNISH AND INSTALL TWO {FLYGT MODEL G, l,Z_4I- , WITH INCH DISCHARGE TOTALLY SUBMERSIBLE SEWAGE PUW3. MOTORS SHALL BE NON -OVERLOADING A; ANY POINT ON THE CURVE. ACH UNIT SNAIL BE EQUIPPED WITH A .., _ H. P. 'Z 3O VOLTS , PHASE t 60 HZ MOTOR. EACH PUMP SHALL BE CAPABLE OF DELIVERINGt. 91 G.P.M. AT t.5 r, 0 F �' CONV. MECHANICAL. EQUIPMENT SCHEDULE I. CHECK VALUE (SPRING AND LEVER MaH OR APPROVED EQUAL) �. 2. ., / PLUG VALVE (DEZURIK) C'• , N 3.� STANDARD TEE e PL3� 4. CONCRETE PEDESTAL 5. C.1 .1)MORT 900 BEND 6. FLYGT MODEL 1' _. IMPELLER *` ._,. ok lc6/3 ?-3S ?, _1..._x _1�L. ALUMINUM ACCESS COVER WITH A x it SWI. 6 CLEAR (DIMENSION TYPE SUPPLIED E.K. PHELPS MODEL L) i WITH PROVISI(_)NS FOR PADLOCK �'---- / 8. _. C ! PIPE 9. 5'- 0" X 5' - 0" (CLEAR DIMENSION) ALUMINUM COVER WITH STIFFNER a PL2 PAD LOCK ARRANGEMENT FOR MAULT. TYPE SUPPLIED BY E.K. PHELPS, wanj. MODEL * A6060 (CLEAR DIMENSION FOR \WXT S' - 0" X5 # -0" ) 10• 4" MALE KAMLOCK WITH COVER FOR EMERGENCY PUMP CONNECTION 11.E INFLUENT PIPE .. 12. 2 '� DIAMETER STAINLESS STEEL QUIDE RAILS a 13RACKETS 13. MfONIUM 6' DIAMETER WET* WELL 14. 8" CONCRETE ROOF SLAB WITH. REINFORCEMENT SHOWN 15. 4" AIR VENT STACK 16. CABLE HOLDER 17. LIQUID LEVEL SENSORS ( ROTO FLOATS TYPE S NO. SPST. 120V. AC SOL 125 V. A. DIRECT ACTING SUSPENDED) 18. POWER CABLES 19. 450 BEND NOTE ANY VARIATIONS FROM THE ABOVE MECHANICAL EOUtPMENT SCHEDULE MUST BE APPROVED IN WRITING BY THE UTILITY ENGINEER PRIOR TO CONSTRUCTION. ' AS SPECIFIED OR APPROVED E01JA L C D NEMA ' 3R'- FIBERGLASS CBM 24 -- 19 1�4 r7i 1771 FHA V41 '5. I E COfJ R"Ct✓I� _ ET 14-1 ALUMINUM FRONT POLE LIGHT -0 r, 0 F �' CONV. CB 5 MONITOR / / ALARM PANEL O 24 -- 19 1�4 r7i 1771 ELECTRICAL LAYOUT IN CONTROL PNL PHASE MONITOR 5 6 7 LI - I E 11 D 0 ET ET ALUMINUM FRONT L PL oio r, 0 F �' CONV. L� RECP. ALARM RESET Q R 8 PL3� 0 O- • - .j... - - �I PL4� r'UMP NO 1 /A E v O.L. RESETS it SWI. 6 7 L) i ELECTRICAL LAYOUT IN CONTROL PNL PHASE MONITOR 5 6 7 LI Q L2 z w Q GFI L3 mowsZ t� ri PLI O RECEPTICAL C64 GNB CONTROL BREAKER n C83 �!1 HIGH = LE VEL ALARM s LIGHT in Ila (LEX 60R)1 I ACP ! MI OL T I 14 7 f'... T2 TO -- � T 3 PUMP NO I ACP 2 M2 OL TI . --� T2 T 0 - - T 3 PUMP NO. 2 10 v PF s ,•.3 3 ,3 PBI -45I 14^ T 1 � 4i To I- 6 ' t 15 . R �� t. 4 �� I 2 'C i ' 1 R321h Alk R4 I 17\ ! 3 15 t RPL3 PQ i HLP ' 94 20 V 1C 24 ON 20 0a AI& 19 v 9 RI 3 I 2ND. ON 21 6 R2 8 j Iii � 22► 2 r Aft- HLA ALARM CIRCUIT STRIP HIGH. POWER EATERNAI, LEVEL FAILURE ALARM ALARM ALARM LIGHT NO C ti% NO n Mc 8 6 5 3 1 5 16. N 7 11 2 PHASE c*QILURE T',ME DELAY P F LIGHT NIGH LEEVEL ALARM LIGHT :. 17 X n :. W/5 0 'N 3 Ii L_ 9 ' ST CN (LFA": 2 ND 0`4 LEVEL (LAG) HIGH I_E VEL ALARM Kt"Y NO -NORMALLY OPE;M C - COMMON AIC - NORMALLY CLOSED N -NEUTRAL F ISERGLA 9 3 -RAINSHIELD 8 '1 GENERAL NOTES CONTROLS: C8 3 CB4 q 1ACP 1 MCP 2 CBM TO TR ❑�00� PjSl] �I � MlIIM2l ONO TB K 1. ELECTRICAL LAYOUT SHOWN FOR SCHEMATIC USE ONLY. LAYOUT TO BE PROVIDED TO ACCOMMODATE EQUIPMENT LISTED BELOW AND ON MECHANICAL EQUIPMENT SCHEDULE. 2. THE DUPLEX PUMP PANEL SHALL HAVE A NEMA 3R FIBERGLASS ENCLOSURE WITH PROVISIONS FOR PAD LOCKING DOOR AND A DEAD FRONT INNER DOOR FOR MOUNTING CONTROLS. THE PANEL SHALL HAVE A FRAME NORMAL BREAKER FOR A MAIN BREAKER DISCONNECT WITH HANDLES THROUGH THE INNER DOOR. BREAKERS SHALL BE SIZED AS REQUIRED. 3. ALL ELECTRICAL EQUIPMENT SHALL BE PROTECTED BY SQUARE D J -9200-9A OR APPROVED EQUAL SURGE PROTECTION DEVICES. THE GROUND SYSTEM SHALL BE SUCH THAT RESISTANCE TO GROUND SHALL NOT EXCEED 15 OHMS DURING DRY PERIODS OF THE YEAR. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND OPERATION OF ALL ELECTRICAL CONTROL PANELS AND SYSTEM MONITORING CONTROL PANELS PRIOR TO STARTUP. 5. ALL NUTS, BOLTS, WASHERS, ELECTRICAL CLIPS, HINGES AND MISC. HARDWARE SHALL BE STAINLESS STEEL UNLESS OTHERWISE SPECIFIED BY ENGINEER. 6. EMERGENCY GENERATOR RECEPTACLE REQUIRED FOR LIFT STATION WITHOUT ON SITE EMERGENCY GENERATOR. 7. ELECTRICAL CONTROL PANEL WILL INCLUDE LIGHTNING ARRESTORS. LIFT STATION GENERAL NbTES: 1. ALL STRUCTURAL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. ,►., 2. SEE PLAN VIEW DRAWING FOR CONTROL PANEL LOCATION. 3. A 1 INCH WATER SERVICE WITH SPIGOT SHALL BE PROVIDED WITHIN 15 FEET OF LIFT STATION SITE. SEE STANDARD WATER DETAIL FOR INSTALLATION, INCLUDE REDUCED PRESSURE BACKFLOW PREVENTOR. 4. THE WET WELL AND VALVE VAULT FOUNDATION EXCAVATIONS SHALL BE COMPACTED TO 98% MODIFIED PROCTOR DENSITY. A 3 INCH LAYER OF PEA ROCK WILL BE PROVIDED AS A LEVELING LAYER PRIOR TO INSTALLATION OF THE WET WELL SECTIONS AND VALVE VAULT. 5. ALL PIPE PENETRATIONS INTO WET WELL SHALL INCLUDE A LOCK JOINT FLEXIBLE MANHOLE SLEEVE WHICH CONFORMS TO ASTM C' - 923 STANDARDS. 6. A PIPE JOINT SHALL BE REQUIRED 2 FOOT OUTSIDE THE WETWELL. 7. BOTTOM OF TOP SLAB SHALL BE COATED WITH FOSROC OR APPROVED EQUAL. WETWELL AND INTERIOR COATINGS 1. LARGE VOIDS SHALL BE FILED WITH A CATALYZED EPDXY SURFACER COMPATIBLE WITH THE COATING SYSTEM. 2. ALL CONCRETE SURFACES TO COATED SHALL BE CLEAN AND DRY. 3. DO NOT USE FORM OILS, CONCRETE CURING AGENTS OR CONCRETE HARDNERS ON CONCRETE SURFACES TO BE COATED. 4. REMOVE FINS AND OTHER PROTRUSIONS BY STONING, SANDING OR GRINDING. S. CONCRETE WALLS TO RECEIVE A SURFACER SHALL BE AIR -BLASTED WITH 100 PSI CLEAN, DRY OIL FREE AIR TO REMOVE DUST, ETC., PRIOR TO APPLICATION OF THE SURFACER. 6. APPLY TWO COATS OF COATING SYSTEM AS PER MANUFACTURED RECOMMENDED PROCEDURES. EACH COAT SHALL BE 8-10 MILS DRY FILM THICKNESS. ACCEPTABLE PRODUCTS - KOPPERS, HI -GUARD EPDXY - RUSTOLEOM, HIGH BUILD EPDXY - APPROVED EQUAL E F G H J K or a Q CONV RECP z w Q GFI r mowsZ t� PLI O R 8 0 O- • - .j... - - �I --i . r'UMP NO 1 /A E v OL it SWI. 6 7 L) i �'---- 4L z ALTERNATOR W ti PL2 wanj. R H 9 10 0 0-- --; M2 PUMP NO 2 - 4 �.A v SOL 10 v PF s ,•.3 3 ,3 PBI -45I 14^ T 1 � 4i To I- 6 ' t 15 . R �� t. 4 �� I 2 'C i ' 1 R321h Alk R4 I 17\ ! 3 15 t RPL3 PQ i HLP ' 94 20 V 1C 24 ON 20 0a AI& 19 v 9 RI 3 I 2ND. ON 21 6 R2 8 j Iii � 22► 2 r Aft- HLA ALARM CIRCUIT STRIP HIGH. POWER EATERNAI, LEVEL FAILURE ALARM ALARM ALARM LIGHT NO C ti% NO n Mc 8 6 5 3 1 5 16. N 7 11 2 PHASE c*QILURE T',ME DELAY P F LIGHT NIGH LEEVEL ALARM LIGHT :. 17 X n :. W/5 0 'N 3 Ii L_ 9 ' ST CN (LFA": 2 ND 0`4 LEVEL (LAG) HIGH I_E VEL ALARM Kt"Y NO -NORMALLY OPE;M C - COMMON AIC - NORMALLY CLOSED N -NEUTRAL F ISERGLA 9 3 -RAINSHIELD 8 '1 GENERAL NOTES CONTROLS: C8 3 CB4 q 1ACP 1 MCP 2 CBM TO TR ❑�00� PjSl] �I � MlIIM2l ONO TB K 1. ELECTRICAL LAYOUT SHOWN FOR SCHEMATIC USE ONLY. LAYOUT TO BE PROVIDED TO ACCOMMODATE EQUIPMENT LISTED BELOW AND ON MECHANICAL EQUIPMENT SCHEDULE. 2. THE DUPLEX PUMP PANEL SHALL HAVE A NEMA 3R FIBERGLASS ENCLOSURE WITH PROVISIONS FOR PAD LOCKING DOOR AND A DEAD FRONT INNER DOOR FOR MOUNTING CONTROLS. THE PANEL SHALL HAVE A FRAME NORMAL BREAKER FOR A MAIN BREAKER DISCONNECT WITH HANDLES THROUGH THE INNER DOOR. BREAKERS SHALL BE SIZED AS REQUIRED. 3. ALL ELECTRICAL EQUIPMENT SHALL BE PROTECTED BY SQUARE D J -9200-9A OR APPROVED EQUAL SURGE PROTECTION DEVICES. THE GROUND SYSTEM SHALL BE SUCH THAT RESISTANCE TO GROUND SHALL NOT EXCEED 15 OHMS DURING DRY PERIODS OF THE YEAR. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND OPERATION OF ALL ELECTRICAL CONTROL PANELS AND SYSTEM MONITORING CONTROL PANELS PRIOR TO STARTUP. 5. ALL NUTS, BOLTS, WASHERS, ELECTRICAL CLIPS, HINGES AND MISC. HARDWARE SHALL BE STAINLESS STEEL UNLESS OTHERWISE SPECIFIED BY ENGINEER. 6. EMERGENCY GENERATOR RECEPTACLE REQUIRED FOR LIFT STATION WITHOUT ON SITE EMERGENCY GENERATOR. 7. ELECTRICAL CONTROL PANEL WILL INCLUDE LIGHTNING ARRESTORS. LIFT STATION GENERAL NbTES: 1. ALL STRUCTURAL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. ,►., 2. SEE PLAN VIEW DRAWING FOR CONTROL PANEL LOCATION. 3. A 1 INCH WATER SERVICE WITH SPIGOT SHALL BE PROVIDED WITHIN 15 FEET OF LIFT STATION SITE. SEE STANDARD WATER DETAIL FOR INSTALLATION, INCLUDE REDUCED PRESSURE BACKFLOW PREVENTOR. 4. THE WET WELL AND VALVE VAULT FOUNDATION EXCAVATIONS SHALL BE COMPACTED TO 98% MODIFIED PROCTOR DENSITY. A 3 INCH LAYER OF PEA ROCK WILL BE PROVIDED AS A LEVELING LAYER PRIOR TO INSTALLATION OF THE WET WELL SECTIONS AND VALVE VAULT. 5. ALL PIPE PENETRATIONS INTO WET WELL SHALL INCLUDE A LOCK JOINT FLEXIBLE MANHOLE SLEEVE WHICH CONFORMS TO ASTM C' - 923 STANDARDS. 6. A PIPE JOINT SHALL BE REQUIRED 2 FOOT OUTSIDE THE WETWELL. 7. BOTTOM OF TOP SLAB SHALL BE COATED WITH FOSROC OR APPROVED EQUAL. WETWELL AND INTERIOR COATINGS 1. LARGE VOIDS SHALL BE FILED WITH A CATALYZED EPDXY SURFACER COMPATIBLE WITH THE COATING SYSTEM. 2. ALL CONCRETE SURFACES TO COATED SHALL BE CLEAN AND DRY. 3. DO NOT USE FORM OILS, CONCRETE CURING AGENTS OR CONCRETE HARDNERS ON CONCRETE SURFACES TO BE COATED. 4. REMOVE FINS AND OTHER PROTRUSIONS BY STONING, SANDING OR GRINDING. S. CONCRETE WALLS TO RECEIVE A SURFACER SHALL BE AIR -BLASTED WITH 100 PSI CLEAN, DRY OIL FREE AIR TO REMOVE DUST, ETC., PRIOR TO APPLICATION OF THE SURFACER. 6. APPLY TWO COATS OF COATING SYSTEM AS PER MANUFACTURED RECOMMENDED PROCEDURES. EACH COAT SHALL BE 8-10 MILS DRY FILM THICKNESS. ACCEPTABLE PRODUCTS - KOPPERS, HI -GUARD EPDXY - RUSTOLEOM, HIGH BUILD EPDXY - APPROVED EQUAL E F G H J K or a Q z w Q r mowsZ t� LL. a O U w >.. Lu m f" «".r L) i w z W ti wanj. LL . 0 u3 - 4 STRUCTION ,108 NUMWA PUMPING STATION 1 DETAILS C2.IIS .. SHEET NUN&R w cc r' u3 co Q' a" w �" E... <C 2 0 DRAWN BY: CHECKED BY: AE JC 3 NUMB R 7,0-16-9P' STRUCTION ,108 NUMWA PUMPING STATION 1 DETAILS C2.IIS .. SHEET NUN&R f 7 Co 5 rd 3 K 0 a 0 A A 0 E F G H J I '21 E`1 • 7 L 5 �3 2 3 Fj MANI�OLE ho 6„--�•-•' 6 0. y e r clrY OP. JAcxsONVR.LE srANOARo 04U AUGUST 1973. FlNIS1tED GRAM L _� �" �•.• • GR ouT . 4v- 7117 ••` - .. - , L3.. A FULL ENCASEMENT VARIBLE ICK ENT ' � ' . ' • ��• •. �.;i ,.�. • .�. ' '� • O. 0. PIPE !� • : GRADE MM) �� -�— '� +; 1rNOMINAL _ - '•+`zsi=:_� 2" MIN. LEVELING TOP SECTION BROOKS PRODUCTS COURSECLASS � • molds 1 I 111"M AX( •' a:Ass "c" CoNcAETE cotvcRt:TE CAT NQ 200-T TOP WITH ED TRAFFIC COVER N0.200 -20 J--' �,• _j ' TEE LATERAL. C» : �� ANO/OR BRICK RuaeLE awo MORTAR :�:. �• ; , •' � x r I _o MIN. • WATER MAIN I ' NATURAL GROUND 3` MIN SANITARY SEWER ' �,•_,,,,,_ SAND CUSHION TONGUE REINFORgNG. 1i I •i • ' '` •�.'. I li— • . ♦, . 00' RING JOINT • . �. OR AP PROVO • I Q ' V! 0 ; • ; ;. .i a � .-.. ._...... ..... `.. — — — -- � FULL CONCRETE ENCASEMENT 2soo P.S.I. colic. PaENoLDEo t, PLASTIC JOINT I (• I. 11� � •. SEALER WITH �.r 11 1 .: O "� PAOTECTNE ♦'• IA. 111 ,�1 •I um 3: � �• • all& %~PEA • r s 1,1 �t . • o., CL W • •• I•� _ � .900 SENO 45° BEND ,,, ' EM13EC0 NQ t67 OR •� � �-1, 2,3t'►, FT. `' } _Ffll: � .l `` . �� 20 SINGLE AIR RELEASE O T BLOCK RING THRUS LO S I.a N0. 301 NIORTAA • LENGTHS NON -SHRINK , OR Tattr AS REG' ; :' t. �.. d MAx �. • • $In �W O ►. a '; , • ; : WITH BACKWASH ASSC. NO. 48S BWA VALMATIC U 1 THRUST BLOCK ENO AREA IN SO. FEET A O. TSS x D 2 x P : I 10' • 0 " 10--o. I ____----... - I ._ .� ..._..__. '"C" • ',' •�� •.• 3 ' • ; •' OR APPROVED EOUAL Q r - SMALL BE DETERMINED BY THE FOLLOWING FORMULA: 2304 r'r---- 1 NOTE: ON JOINT o� 1�1.►I.: SIOPt: V2'I:T. •�i .� • 2"CORPORATION STOP M tV A s AREA REQUIRED IN SO. FEET WHERE: NNE HERE END EL FOR POTABLE wATER I A SING 1 1/ IA. ANO c os D 2 ••• •• i •' D • PIPE DIAMETER IN INCHES P •LINE EV P.S.I. QTQS , CONSTANTWATER LAP. GER . MAIN SMALL BE LOCATED ABOVE OR BE�Ow ,r • I .:: CLASS - L SS '1C' CON �� LO.�M1N.'. AN n ClRETE O/ a .� BRICx RUBBLE ; . : ; * ••.'.. � , ; • . METER BOX BROOKS PRODUCTS � CAT. N w202 OR APPROVED O. RO Z M O ca ,. 'MRN, AND MORTAREQUAL. 2344 s SON. SEARING VALUE IN P. . ENCASEMENT AS SHOWN On PLANS ON AS DETERtMNEC N THE FIELD. USE ENCAStMENT WHERE VERTICAL ,::• i' . • �' MIN. •,:: •--•---1 . V •` NOTES: Ct»EARANCE BETWEEN WATER MAIN AND SEWER IS .�; ; . • •:�•• :'-� � .�: • • : •,.. • ••.••• LtMLINa •:: ,. .; . •:'::':..•:.•.�.. -:..'; :l' s' ------ I. THRUST BLOCKS SHALL BE REQUIRED AGAINST UNDISTURBED MATERIAL. LES: THAN IB INCHES. ••.� COURSE CLASS • c CONCRETE ' �: = •• ' • ••'� �• �: �'' '' '+- EiweEco �• IAT � , N 3/4 GRAVEL 4 DEEP a: LL WHERE TRENCH W H N STURSED EXCAVATE LOOS E E TR ALL AS SEE Ol RLI. E MATERIAL. AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. FOR ALT. CAST IRON OR DUCTILE IRON PIPE MAY BE USED IN LIEU Of CONCRETE ENCASEMENT AT WATER LINE CROSSING •' �. • . :• .. �'• •'. ;•� • •' ''� ••- '•.�: •,'. :,• :�• N0.381 MORTAR NON -SHRINK; OR •' < W '• wITW A LENGTH Of PIPE CENTERED AT THE POINT OF _ • � 2. ON TEES AND BENDS EXTEND THRUST BLOCK FULL LE6NTH. PUT BOARD IN FRONT OF X06 BEFORE POURING CONCRETE THRUST BLOCK • CROSSNG SO AS TO LOCATE JOINTS AT A MAXIMUM THE OtSTURSCO SOIL MMI.SEARfNG CAP- ACtTY� z000 Lgll'Sa � �''�o.Iat�'Tl��, ��� PLAN VIEW - �'"' �' � � �"` 'ir" ' � / - M- - -+i ' •� 1 DISTANCE FROM WATER LINE. SECTION VIEW _ _ ,---- :� -" �`' � 3. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SANG AND ROCK FRAGMENTS. • ANY MUCK ENCOUNTERED SHALL BE REPLACED WITH ACCEPTABLE BACKFILL. NOTES, L. PRECAST AIAIWOLt: sEcnoNs to � 1M�'Ro. IN ACCORDANCE WITH Li1TEs'f EDITIONS ~' \�,. � 1•. WITH 4000 LID. CONCRETE, TYPE 3 CEMENT. FORCE MAIN (%1 4♦ AL•L WOOD SL ING SHALL BE PRESSURE TREATED. OF ASTM C478 NOTES „ "C". S. CONCRETE FOR THRUST BLOCKS TO BE CLASS C . Z• TAM NTERq a ANO tcxTERroA of MANI:oLF sou a BE GIVEN TWO •COATI OR FA StRTIT9 81TUMOMS WATERPROOFING t,1A _RIAL. t. EXTRA STRENGTH CLAY PIPE ANO Jt'INTS AS PER LATEST EDITIONS OF AND - "Y w U Q 07 00 W COAT JOINT OR PIPC OPRRINS Sql fAC%i,__ A♦S.T•M. C-700 C-423 (� BLOCKS THRUSTr, WATER EWER CROSSING W TE /SAN S 2• TYPE "A" MANHOLE O AIR RELEASE VALVE cZ.S CD ci.5 U c NOTES r Z3 L PLYWOOD AW POLE PAINTED TO - • � MATCH ENCLDSLW-S AND LMLO S!/PPORT B Y --PASS _ �] SCAPE. TOP OF POLE P/P/it/G i9S R6QU/RED T U WATT -MR IF VICE CUFtENT EXCEEDS ' METER .. ., . • » . , r • •. • • .. •. .:•' :. • • '. L.,.. ' • 0 AMPS CURRENT TRANScz FORMERS ARE RMUIRM •AUT Off VALVE: MIGM WATER ALARM LIGHT AND ''' GATE Vi9L VE � `• ' • ' AMMETER- N� MA, ENCL WITH HASP '' RARPTE'R LOCK LNG I" EXT MARINE PLYWOOD WIDTH .:, :. � .. 6 LR GE"D " AZAA1 TO MATCH ENOOSURE MOUNTED WITH 1/ x SCREWS .) a" 2.LaG f� '.:. � - C4 .,.•.� �� � `. C RE'4'D� . FLow to . Ii 3 TYP o o d ".� � G D. /. PSP" 3»xl/�`tMIN� -- LAG St'REwS-771 :. _ ' I I RELIEF VALVE Y.TY'E DISCHARGE '.. • { i STRAINER $OPTIONAL! It• • PIPE DIAMETER • : � .. 0l,4A1 �/OG.E • CONTROL PANEL EMA WITH �y� •AND t FINISH GRADE JUI141MUM DISTANCE) 1 1 t,, ( V �•'•' •'', •,: u/v OYER S P _ HASP WUdfa NUTS �, /-` • PVC I I '��`� .. .. .• .... .. _..'..-. ..•.:. -: 40 � ♦ co 1 , RUS�FII�TOL4 FR ILu MALE IN tORl" 1 P6 AW ©_ ....r m � �-- j S I I I I 18— »� III it I II _ .A•1 ��TOPOWER w to w ELECTRICAL, SERVCE I EQUIPMENT Iii ( U. I/$ 1-0r, A/O //RO OR eaellw_ "C/TY L,4,8ELFD � I-•- ROO EGNTH AS REQUIRED OHM RESISTANCE OR Be;9CH �� . FOR I5 LESS /O .9 " W UL !`A- UNDERGROUND ELECTRIC SERVICE G2,>; REDUCED PRESSURE BACKFLOW PREVENTER `� 'J[ I,L„ 0 to r i..T/ii■ �4 ao io " Noy?/z . Cra'P� � 3' Cc . � �'�'-S �4�4�U� ~ ••.• ' _ - � o/4 ` WA 7' CTYf�) � � �Ar� Aw crrP) errP� � 1- �/,ry zor ate. TO N. J. 6"/C� AAII . ViQC Ile ;' A9DAPTER • 8" I 4 - - rG,. 6.' FL AAVGED f COJVC: ' �„ �L A/�GED ;' : 8 "X �" /y,T w R�DUiCER TE'E PAD �' �E"E ' • RED/JC'ER cc an z ,..,•, .--; ;',- .:.• :' �.•-: .....'.�,�;_.. �: w�r�-RriGHT..s«Ev� �ryP� wATERSroP C7II"I C�yP� .,et � tp/1 "0.C'. �� .� :: G" PYC DRAi�v ro CANAG `• ' �'• � 'r•- -- O G U) /8' X/8 X/8''sa^p t: x 6 XL 12.9 x urR. 9 a/.. 4w.. /'1. w I a fl EPL Et/i9 T/Oit/ • Jz WATER METER r7'1 di .� N0 co .� o > � w co 00 ' cs DRAWN BY-. CHECKED BY- AE JOB NUMBER 70-169P CONSTRUCTION JOB NUMBER SITE DETAILS a U O C2,,5 BIND oma SHEET NUMBER E`1 • 7 L 5 �3 2 3 Fj V 7 f