PSP55-12 PSP55-12
531 FRANKLIN ST
A TO B SCHOOL
531 ~cFr~\~v~ S~.U~~ ~
L
9
ffT ' p NAME (81~ 785.
dd F ~ N' ~
p fd TTA ~ ~ ~ ~ ~
OF DRAWINGS ~ F °'~e6
a .:.yam,. PtaA~ z a vuia^, - Ii V 1 G L1 ~ k,e~itw~a5r ~ si s. a ~ ~ ~ O >c farNrrr CIE _ a ~ ~~t< ; BEGIN AT THE NORTHWEST CORNER OF THE I~aR~'1IWE`r°[' 1/4 C}F THE NORI'F~IEST 1 /4 OF
ak CARL fG CQLtEGF a < + y 1 Yc"cu' Cary ~ ` ~ T~ _ oA ~c c ~ S ION 15 5HIP 29
~ 4`cu+crtr is/and a N ~ g : ~ 4 , , GE 15 T, PI CO , FIL}RIDA, aNrfss P. u~~,t.P,r.A« t t Y cRAnrr ; ° t`w„~w•„ ca e RUNT CE FAST AIiDNG THE S TON-LINE BEI NG LINE OF DREW I COVER SHEET
+ `a Maanshine ~ . Fu Q ~ h~, , r + ~ 'e ~ U `~"'o R~° ` ~ ~ "a S , 30,0 ; CE RUN SO 30,0 F ~ SO Y RIGHT-OF
~ ~ 4lslsnd a < ® a ~ ,y r -WAY ~ t 5 ~o ~ R A , ® ' , ;v ~""'s~0 LINE OF 5AID DREW , R POINT OF BEG ING; 'CE RUN , G 2 PLXI~SNING CONDITIONS ~T
ALL ~ i~ t ~C}UTHERLY RIGHT°OFpFIAY LINE OF SAID D ST® 280,0 F T CE RUN S N, . ' ~ _g 100.00 t
RAfA - a( , ~ p +e. _t .RUN e QM 100.0 ; RUN SO , 95.0 F ; ................p_ r U ION a ST `
, . w; - ~ ,a~„~.. ° . r RUN t 180.0 TO Y RIGHT-OF Y OF A , CE RUN a 5: h lw, I , , P ~
F ~ ~ ~ „ : p, w° e, ,l ~ ° ° ~ ~~Ihs ~ NORTEi, ALONG EASTERLY RIGHT-0F~aAY OF M'XF~I`T,E AVENUE, 195,0 FEET TO THE POZIVP OF ° p~~ ~p* ` ~ E` BEGINNING.
< tf( + f5 P rRF r ' tw f.t - Iq ~ ~ Y tiwf (re ~a ® °pHVr y' py~t~t A A z >.sB M ff w7d w' 3 SITE PLAN
tfwT ~ ~ I >,>T wee et adn t < o ro 4~° 5i w ~hP , Q , - ~ s LFSS THAT PART C Z~ THE CITY OF A BY D ORDER IN O.R® K 3 ~ ~ ae gt,'' 6 } ^ ~ ~ 1215, PAC,'k. 236, PUBLIC RDS OF PI C'O RIDA LYING WITHIN THE
r ~ YENETBA ~ c „ U sET w~kw R ` ` i • ° a Prs~+G~ AlT - 1 ~ UNSersLwARf S . ~ FOL NG DESCRIBED C'T: Quw°ea s, ; z gf~ POIMF _ ~SxLMPrNG ~ ~ e ~ a z < v ~ preaaut w +t. ~ µ0. I rJ ARK ~ 1 ' i CFNP£R r ~ ~ o - a o a - 4 PAVING 8~ DRAINAGE
~ a aE ` ~at P ~ ~ ~ ~ ~ a BEGIN L°#T THE NORTH CORNER OF S ION 15 TOWNSHIP 29 S GE 15
~ -t .J" anown t , , ~ w = ° ~p4. Ewit 4; w < < n ~ tr j j , u,t+~..,« : ~ ~ w a µ e r~~-•- ~ a., .-._.-~,a ~ ~ w " ;a_. ¦ ~r ~ _ o ; ; { x , RUN E Nt}RTH 89 D S 05 MI 20 SECONDS FAST, ALONG THE NORTEi LINE OF
ACH ®+v ~ ~ uy ow OR os ~r~ , aw9v~ ~ ~ ~ w HK;N Nn~ x y r ag w ~ 4 R - w Sol RL z ~ ; s ~ SAID Sl. ICh~I 15, 30.00 ; O1 D 27 MI 35 S NDS EAST eyeuu s« : BpAr "v Rcty F f S 'stw t 9.9 °~r < RR an Ak N C r 5 MISC. WATER t'' ~ ~-F--'
,r..' RA sw ND +9,~ ,~i ~ gr° ~~C _ 30,0 FEET FC~R A POIN'P OF BEGINNING; Tk1E1`ICE NO 89 DEG 05 20 SEC S
, r=~ ES RTES t ~ > ~ ~ ~ it., ~ a > T, M+t IkW y, , z Setx PaRa _ T, 5,0 ; T SOUTH 93 DEG 48 20 S NDS .7.09 ' : u hl - ye w~ h rK W ~ T < .5~.:x}° 5 t 7 DISTRIBUTION DETAILS
° ' " ~ PARK 5 ~ . ~;q WN THENCE NORTFI Ol DF,GREES 27, MTNUI'ES 35 SECONDS WEST ALONG THE EAST RIGItP-0F--WAY - B, 4i~ AGE ~ z P .P P kw DA;E a S7 pW, z < , ~ V a a ,1',..° <R SEU~ ' R <5i N RY a ~ LINE OF MYRTLE AV:~Vt3E, 5w0 FEET' 'IC) THE POINT OF B1a~INNING. . x
` $ OAf ` ."0' ' ~ "^on a ' HIGXUMD A ~ t z t w,wyt AMP ~ - tSUNO EStAIfS ws(y x wax r ' ? " se + ~ Q
® A N A MARL ^v s A~~E <iz z w N ' east " Pas 4GF .SHOPPING ~T ~'S7- Irc Z A Jweee 3 ~ ;CLEARSr.7c CPNICR ~'wc `c. w «or« ( > a T M RIkAa BfA. R ~ ~ R4Af Y T 6 LANDSCAPE PLAN ~
r AM! (n 7F ` MAR1Nf c O BASIN CFJ}gF ~Ta y a"< "P P ~ i < S a ~ 44 ii gat t. t A E a SCtfNCd a ` V ~w«aar i ST-z x Pa'M TTO 5
(r` D A (NITR _ C7 •~,r m 1ACK N~ µ 4 x rtxri W kt+ t ` .r t `-CO 5t- - = " ~ a St MARf1NtUPHfRKtNG w GUARD ~ -aw' K ~ RUS.sfLL~ ' c Xr
StAftaN ~ ~ a ~ " ' SFkRrOCE "'7tCtGxB p- T< BR ~ • a CENPE TWA O +Y... s~ St ` ElD I 1+Uw t AR
DR R~ A ~ ur at - s~n a s? W Sq*e-..•.e _._J.ri'a-"tR[Sts I w ~ BA I x~ CLfARWAfiR tt y;,' i > r LFARWAr ~ ty er
CNAMB a wt nt ~ Cr• ~ H ~ of fR s 6L s//r n P i• ~ Gt~tF r~ d < a 'a ~ ~ . `~,Q COMM£RC Q 1 f 1' ~ e t? I m CaUNIRY , o o ,ty e w P a ` w<<
B ' ~ T # ~/s ,5 ~ z CLUB ® « aYN,aY ~ ~ CrEARWAftR ~ ~ f u~ ~ m j may , °~`~o
°.BLV YACxJCtUB c~, ttax q R w var R V[' > e <$I~ ,ew ~ ~u Y ¦a,~ Ala R tt T s < i'~°:' , ,~j t
~~r".> ~ wul, ~ R4AC[ ~ CIBRA Y i < LSf ~,r>na ~ ND <i TC co ` ` ws til t a LEVELA ~ . > ~ ~ CrrvNAtt wP1f1 M %4
KN fd Cf ~ ' ttv aR x st ` 'fQSS, MI ERCf ¦ S LA : ' ba` tR- y, LN;ff ARV RO ST k
e~ PINELLR5 ~ ANltUH ~ISPZ w '«ae ~ t^ FNJE a.xm e ~ r o.ne n.' ~ Ckf.~_ EOUN/Y crr~ Is UR w ; a ~ e ~rtat•< 3,' It t _ _._,_.._..___~...~.__._t_.. _..__~.COUBIBQUSf u ; W ~ eteox < ; R
,.,c R ' o vLF L . t a. a+owa , v,. T ~ +we+x~~F1F~~ ~ wfk~ ~
, ' ~ ST xais ® ENf R w
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ou ~s
t~filCH IS O D RIHED AS;
1 'NCE AT THE l~R' SST CO OF NORT T 1 4 OF S ION 15, SHIP 29
SO E 15 T, PI C , RIDA; T~ . ON NO ~ ARY F,
NOk~I'H 89 DEG 05 ~ff 20 S S T, A DISTANCE OF 30.15 . E DEP -
INCa SAID NO ~ L SO 0 , 1 DES S 27 MI 15 S S T, A DIST OF 34.73 F TO PO OF BEG ; CE ON A LINE BEING SO[T Y RI -
OF-4dAY BC? 7ARY RON TO MY A D S NO 43 DE 49 MI
r ' 46 SEA S T, A DISTANCE OF 7.04 TO PO ON SO RI
-OF~Y DARY OF SAID D ST ; ON SAID SO RIGHT-0F- ~ ~Y, ~ 13 1~
06 MfiN 46 S A DIST OF 274.89 E DEP DSO
RIGHT-4F--WAY BO ARY, SO O1 DEG 37 • 18 SF~ S T A DI T 9 , S OF 9.75
FEET; E SO 89 DE 00 MT ~ I1 5 T, A DIST OF 100.12 ; TI CE S H O1 DEG 19 MI .S 09 S T A DISTANCE OF 99.76 CE
SOUTH 88 DEG 54 h~I ES 09 .SEC' T A DIST OF 179,70 , ~y
t TO ~ M 1F FAST RIGHT•-OF-WAY PO ARY OF AID AV E , ; C ON SAID T RIGHT-
OF-P;AY ARY, NO 41 DEG 27 MI ES 15 SEC S G Tt A DISTANCE OF 190,37
' F TO TEiE POINT OF BEGINNING.
ETHER WITH: ~~v
BEGIN 210 F T OF TFIE NORT T ~ OF NORTf TONE U ~ 4
-Q (Nt 1C } OF NO T a~~-qtr R (N~a 1/4) aF S ION 15, SHIP 29 SO , 15 T,
RUN ~ 210 FT1R A P.O,B., CE SO 210 WEST 210 NO
21Q FE~'I', EAST 210 TO P,0„B, S THE ~ NG PORTION j r F: (dj A -
ED PIECE OF PROP DES AS FO S: BEGIN 210 T bF Nb °T COR-
R, R OF Th"E tT~7-1(4 OF NW-1/4 OF S ION 15, SHIP 29 SO E 15 T, RUN
. ~,,T".`~~C"~: SO . TO A CS1NC N!'J ~ ON SO BO ARY OFD STREET, C}ON® . TI a SO 92..10 TO A C M~ 100 T7 A mt~t`RF"I'F i~'K)Tv'TP~t-
ENT, Tl E N. 92.20 FEET TO A CONCRETE MARKER ON THE SSOUTH BOUNDARY DREW - STREET ,
CE WEST 100 FEET TO THE MONUMENT ON THE SOUTH SIDE DREW STREET8 WHICH WAS
P,O.B.; (b) RIGHT-OF-WAY DREW STREET; (c) RIGHT-OF-WAY OF PROSP AVENUE.
ECTEQ ~ 15 ~'QWNHI P '29 S. RANGE` I5 E:
P 4
W
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FNti ! q r
w.V.
2757
0 ~Q~}~~J~ 9~' Q° . ° 20` 14° 0° GRt~PHIC ;SCALE 1"-40'°
IWI lA~ DREG STREE
.~a ~
. s a a_,.. ~ _
mw_...~..._____..__ ._._.__--_w_..~ 4
. ~ ~ APHA~T
2814 ~pske 27.39. °"2757. p 2796 -379.61 ~ 27.x? .
2725 ~ 2736 ~ 54 26.76 2?~ 27.t6 2747 2753
~ ~ 2724 2725 ' 2725 26.7?
__p___ . _ _____.~.w..~._.._,.~..
.~.27,~r....:...~,..~,. _.m~.___
w_. - FCM S - 2~4 29.6 ~
27.5 ~ ~ ~ 27.72 27.7 TT f ; 14.63 (~1 ~3 ~3 a7 0.~"
27.E / 22' e 2&46
F x ~,41t~t TO 34' / z7~s m~ 1 r " ~ g~
N 43 49 4 ~.~4 ~ ~ ~ F-
P.O.B. ~ a~a~~ ~ ~ l
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t ~ ~ ` ~ . ~ ~
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,fig 27.6 p) v 2flI >
" 26,4 l` 275." 275 l ~ ~
' ,
/ Ul + `
f / UI / ~
/ ! f~" C) ~ GAT.K unmecxc •
27A6 l . , 69`519"W 1~.~~ (Ql 2~4.~ (l o 0 4T?t PIS t YH.4E . ; T1tR ~ • ew~ac •
F~ A ~ Y r TElACAIIN(F
0 ~ ~ ~ _ S 8 5409'W; f~9. 275
~ 14.5 (Fl t. s e~ 179.69 ~ ct.,~' tLN xu G GASLt~EKfl{CJSYN,1EtC~tiS
AREA OF UI~ RM ~ li116t I.IE NIMfN1H~ YN.1£ t %11FR
z7~ ' 3,'c ~ ~ ' ~ ~ r .a . . ~..w.__._,._.. e~ , .a._. _ - .e • TINT •6 LNC
~n 4 ~ . 1 kR®® • fAdL ~ till
f _ v t SRA • SfAtE
s A ~ ~3 _ ~ I OR. Ud0. C? " " C°ISIlE OR • P!S • Iahp
yf ~ s" ~ i PAGE ll75 Ta a •
I 0 F. UGEY G GUG~IVI 4249 PAGE 15I~-15I4 rsn. eta ws • t~ TsA°~ PSG + ff'
0 P11ti • ~
PLAT QK PAGE Rhl • {HOtY
\ qp
~p F7k • Fi1~0 tdN
~ 275 , 2s ~ ®QUtENFT ~ ° ` SIR ~ • `f? 1/T FAN PID t AF? • PFE t F,G4
RfJ' • P~ ~ lf',Pff _ .
y
2757 ff ~ ¦ tED N:TN. PFE
26.7 .72 2726 P.YG • RIY VNtI ~ tFtLB ~ ~ ~
272 E L~ E LEGEND • MIEAit Aar ~
¢®~~;T ¢ •>z aJ: G9 • k~A~
$ • 2' PKli .60 $ • 2' PKJi ~ HF1P~12t6 ---~1~ • ~ A
P f2' N.J~EF ~ • P f2' hl pIE
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Pt.
t
t.
PA4JECF7kTlE: REV6SfONS: ti~'~p~6~~ f813178s.~~6
a: Ta BE sHOOL ~ ~
DREW ~ STREET a MYRTLE AVENUE
CITY QF ~ RWATER ° °
PREPARED FCR: ~ t1 SCAIE: ~ DRAWN 6Y: SMEET N0. GRAHAM `DESIGN ASSOCIATES, PA. I = 4O NI RYQER Z
3005 S°Ft. 590...
PI eeowA*rre r~ iween ' ~M 4l
. inn"-3 rL. +3'T017 gr UY TEL. T91,5320 DATE: &0WMMWMMMMM=WAft.. co JOB NO, 6 0
4-19-95 86` -95 SHEETS ~ ®Q
Ae- ®0y
QRAWING: T VAU LEO D~f
LEISTING CONDITIONS PLAN 4,*a
1, Will ml~ m" FLA. AEG ENG R N 990` FLA. REG: SURV
-
SECTION r TaWHIP 29 s. RANGE ~ 15
N
rry
~
rr ~ EXISTING FIRE
HYDRANT
W W W W W W W W W
APPROX, LOCATION OF 6 WATER LINE 20 ' 10 0 20
3 Nlt GRAPHIC SCALE i"=20'
W STREET R
~ 1 5g ~6 4~a ® 2 -a 0~ ~ 24'
't~Q fD hl LAE CF S W 2 ,W G RB °ep" 4' 24'~OIW 4, 6m®„ o" SEE SfTE DATA ON SffE I~}~ 5HE1„T ;
28-..~ ~ Z' P.v~c ttn1FR t.r~ EXISTING F U ® WARP WARP RP EXISTING 5` WIDE Zi82 SITE, REYI
f ~"g A P H A L T _ _ 2~,4T 24,99 ID} 2T,9B F.OO.T. INDEX Na 515 INDEX Na 515 0 C. SIDEWALK PLEASE. USE "tHE FOLLOw1NO FORMAT F(3R 517E OATH CALCULA'TtONS AT ONE LOCA71Grd ON Y~F SI1E t~~,tr,
24~,'i 24lKi 24''84 .~...N G1 27ffi 3" TQ T.Q.S. $ _ _ -m METER
244 ~ 242R EiOX , ~ dtEGU1r~EC5
XI5 ING RO OSE f~~r;j~ pR Mpx„~ rnoP ~ ee ~ ~ ~C : , ~ PRI '~I1N ~~I:
- ZONING OISTRtCP":
~ ~ METER
28.4 28.5 / 80X enr n _ ' WE TAP 2`" X 2" rt - >tl 0 ER Si6NLK * 2.76 GATE VALVES usE: SC'dCX~I~ ~ ~ .
24h® 3 7''i'' t88 7T" 2ti?499 Fl 2449!3 O ~ W TN EI,F R 0. 28.62 T 28.48 N~ti >Fl ® ~ 87 85 LOT AREA (SQ. FT. ANO ACRES}
TIIPt -WALL E>~'TAD2'PYLINTERt,YE GAOSSAREAiw[THINPROPERTYLtNESi: 71?~2$•$~ >F. 71,~~t;=~~ ~
'm o 24 N 43'x' ? tD1 ~ A PROPOSED ~ ~ DPOSED 22' EXISTING. 2" WATER
~ ?lJ2 ~ NY, El. - ~ A 34" I CONCRETE DROIE 2449 p N 42"4ZI4'E 7pB t7 / ~ I " IN T LL r 26.50 PER, F:D.O.T. VCRETE OROtE 1.6$13 AG. ~..~5X3 ~,we. ~ w~. R, F.D.O.T.
22.50 2 WATER SERV CE I N ~ RIOT WIGTl9r 180' m~ 1$Q +
w ~ WA,~- ' 28.45 r 29,15 a._. a,__.~.,~...
~ ~ ° LOTbEPm: 3$5' $5° ~.n_~.
~ ~'0• TYPE~O.INLET ~ / F.D.Q3. BNOEX N®.232 26' 2866 28b6 DEPdS1TY (BASED ON NET ACRESI: > N/A N/A NfA
GRATE EL.= 28.00 -f• r S'. < ' ~ ~ auIL:DING covERaGE Is~.FT. AN0 % OF cRass SCTEi: VAS' ~ 15 Sl ~
T.O.B. = 2~. 0 ~ ® INV. EL.®25,25 O.OO - ~ 0 76 28,42 3 BOTTOM - 2 .0 INVERTED CROWN 0,65 o GRADE . 47 00 S.F,
f 1 3 TQ T.Q. + GROSS FLOOR AREA ANO F.A.R.: FA~ - X9:68$
c i ~t . s 24.86 24.61 i ~ SETBACKS (ALSO INCLUDE QIMENSIONS ON SITE PLAN
+ R z M 1 ~ J ~ ORA4YING1
~ 1 ~
a r ' Ic ~ D CT ALL ROOF DRAIN TOP I~ 9X 9 T~PiCAIt t to FRONT: 10' ° 2G ° 14 ` 9X19'
~ 8'W SAN. CAT, 29.38 ~ Is~° FLaaR V. ®29.5 .10 SIOE< Q t 2Q E ~ ,
- W 29.00 ® I6 21,d FLaQR V. = r
1 I ~ 1 ~ ut` N REAR: Q ~ 2DO' ~ e a ,5p t~ EEN 51TIUCTURESs IS' N/A `
29.38 CO. ~ ~ 3 i Er` INV.= .O4 29.38 / 29 W `
I ' ~ r ' Il" \ PROPOSED ~ ~ i EXISTING 2'° _
a Cn ~ SANITARY MANHOLE 19W-6 `0!. , H/C N ® >2 CA / WATER wATFRFROtTT ~ ~ SIDE: , N/A ~K...~. CIA ~ ~ ra
o ` RIM EL.= 28.00 { S 5Q} ®29.3 .a 3" ~ \ ~0 1A' GI I GRADE r ~ N
3 LE,tN!}.24.85, LE.{E.} I,00 / ` 9.00 12 I. E.{N,}°24,85.x24.85 G AD~ f ~ a ` PLAY V ~ 4, 38,00. S W RIhR: 8R B. 11~J..~ ~ N/A ~ A
~ S / ~ G E
~Gp,A5 I r~Vx S ~t I BREAK a ~ g t 29.00 30.31. W °w'tCf}IBONUS PROVISIONS IiF A?FUCABLEh :.NIA . NIA
a ~ P• ~r~ ~ B6 ~.e t ~ + 29.15 C'} -...a._~,..n„
I PROPOSED SAN. PAVED VEHICULAR AREAS (SQ. FT`, AND % OF 5RE1. NJA $ a ~ ~ KK SEWER. M.H.
t.00 /o ai ~ ' ®d, RIM EL.-30.50 71,92$:89' S:F. X5,72$:29 S.F. ~ ~ INV.EL.=23.92 - OPEN SPACE 200.00 35.77
C.O. 1 GE. - 2 5.70 33.5E \ TOP CF VIN!, ` yg•
8 Hf - r { ~ 4 ~ DEPTH =6.60 FEET TOTAL FOR TFIE LOT tSQ. FT, AHD OF 5111:1s I F ~ ~ ~ ~ ,FOR THE FRONT YARDCStLFi',ANO%.OF ~ ~ ~ 3 $aT:~Cj S.F< ~ $07.4O,S.F~. ~f~~4(1 ~ I
~ r \ \ c NSTgti INST EXIST, SAN. SEWER ~ , ~ 1 4LL 233~g8e ~J ~ REQUIRED FRONT YARD: ~eG ~~ei.37 _ '
m INSTALL \ o 28.7 24 M.E.S,{FOA,T. IN 272} FLAY \ 1 tit • 28.7 0 LP Y RIM FIEOtI 30.56 ' N/A ` N/A
INV.EL.®25.00 ? ~t \ 31'~ p 4T 0 ~ MASS ~ z ® CLEAR SPACE (WATERFRONT PROPERm: a GRgQE I~ EXTERIOR PERIMETER BUFFERS; ~
. ~ ` ~ \ r' 6 6 4 INSTALL 44'- i5`" R.CP. ~ ` ~ \ . ~
AT 0.40 /o GRADE / ~ 29. 0
s ~ 34~ ® l 1 Gn 1 ,a O PARKING LOT INTT:1tIOR IANDSCAPtNG ' 1SQ. FT. AND %OF PAVED VEHICULAR
,p' 2 •EXISTING SAN. M,H. 1 6$7,00 S.F> - - --r~ - ° AREAS; ALSO, DEPICTAN SITT: N r 62 PROPOSED 37, .5i E (N.1=27.92 ' + t ORAWItiG 4Y SHAOtNGlCROSS HATCHING}; 6,82 6$
4 16 0 ti 5Q CURB LL 6 NIGH VERT. PROPOS ~ RPIR.EV.• fi 3Z7B ENCLOS ENCLOSED DU TER ~ . ~ I.E. tN.Eh27.34 } I,0 (f} R>~(JI
d r2e.~ 2EI- AREA oepnrY+ E.t3" , ICNSTT LL OUTFACE ~ Tt:P [f KNJ. AREA LE.IS,E.k2T,62 PARKING {GIVE APPLICABLE FORMUUI: 56 PROV[DED S6 PROVIDED
ON ROL STRUCTURE 24,g ElEY. • S46B , ° 6 9 X 22 29 TOP OF GRATE EL=26.96 ~ ~ ~ .STALL ;~i W D- LE.iS.1- 26b6 t.E (Ytk 27.47
33~ INV, ELEV.= 24.57 ,
INSTALL 181 L.F OF 15 R.C,P. ~
R.G,P... AT 0.40 % GRA®E / BBW t9 E; a ~ \ INSTALL 6 H 'F'\ ~ 3Q9 NOTE; ANY OTHER REQUIREMENT APPLICABLE TO THE PARTICULAR S17E Re9UST AL50 BJ: INCLUDEC3;° " f'\ •
tNS"tA~'L 4O ° ~ , HIGH POINT c~v VERT. CURB 24.00 60
AT 0° 30 31.00 Ql~ .~8 29,4 /
/ IN TAti, 6" HIGH NSTA L fNSTALL INSTALL 132 L.F / S ~r ,W T \ ~ ~ ~
Iggo JC.P AT / ` CURB PE D INLE p 32 FIRE HYORAN7 245 IM,STALL O F.D.O.T, INOEK No 2 B WATER F E`'~
® OO NOT 28,1 * GRATE EL, 30,36 LINE ENTER 5 PO Qb 1Ni4 EL.~ 25,52 ~5 3
27.~i SIGN 1 S Fl / g,4g 29a 1 ~2T.9 27.9
.87 ~ LAITERL G SAN; ,
tart 94' 8' 279: ` \ INST 1FI"lI' >r 24' ~~ErW 1 b'> \ PE O IN T 3 t
F.0.03: 1N0 N®.232 NSTAt1.L 6' GRATE EL,= 28,50 ITN®.232 fTJt' NDT , 28,50 &M!
B4 M ~ \ TYPE 0 INLET ~ \ INV EL,a 26.24 24
EDAT. INDEX. No, 232 . ~ . ~ GRATE EL.=zz5o H~IGHEY° S~DIVISIQN ~6''i B Pt1f;E Iffy MQ DR 421 PlWE
INV. EL, ~ 25,1B f..~ \ ~ ~ ~ INSTALL ApPRQX: t
a-~ ~ 2 ~ 640 _L.E OF. B PV.C, tC-900 } FIRE LINE ~ F
PLAT SQQK 3 PAGE 1 0 \ ....FROM 800TH AVE,'
~ a ESESTING SAN.LINE `
REPLACE ( ~ SIDEWALK 27.8 ?,g ' ~9 APPROX, ~ ;
O 4~?®unvr INSTALL 182 L.E OF 8" EXISTING 2 D.LR (CLASS 501 AT 0.40% WATER
~ 4• ,Q TREE. TO ~ + $ . TREE TO 8E REMOVED
2?~ ~ H C RAM
/ 242 3 H/C RAMP
r . 3 r
EXIST, SAN. S R LANOSCAP LANDSCAPE
RIM EL.~27.60 1. IONS TQ TIC` O~IAL C X DA ISLAND` ISLAND:"
2 R S FY ING D I RE ON LAY OU'P.`
PROP INLET 2~,3 EXISTING ELEVATION a i3 3.. QQ R S Fy G RE X EL, 2 . ION, SILT SCREE
INDEX N® SILT SCREENS.. PER. FDA7 INDEX No.-102 ,
~ . R F'Y of DI ~E~ s 9.2 PROPOSED VATION
ea ITIONS. EXISTING CURB INLET DIRECTI®N QF FLaW a
,s~ TOP E^LEV, =27.43 5., R S P EAT- 49 GE TO OUS / tr 1
THROAT ELEV,- 26,94 PRIOR2Cs ION. r 1-800-282-•8$$1. IL TEST ~..OCAT~aN FIELD VERIFY o . , „ . GR ELEV. 21~.'~O EXISTING SAN. SEWER W W ,
REPLACE CURB 6, DESIGA}: ON"MUST:CO N~RM.~ P TO OF S.H,W. ELEV, = 22,r~0 INLET PER, CITY STANDARDS SUBDIVISION I 'AND OR' IONS® OP EL=28.74..:. 80RE PROPOSED INV, ELr?2320
. PERC. RATE = 5.6 tn~hes lHR. LE. N, a F:-24.95 EXTEND 8" P.V.Co
• ~7® P G SP 9', E ~ ' ON OF I PED SP G - RO WATER ELEV.. - 20.4 LE, E.~ = 26,75 WATER FROM' B00TH AVENUE 1.E. S. ~ 23.(7
$ ® R00 2C} I~IC S BY S - - AS ,INC., LIC.,NO. 4053 D 2 27 95 a,~
. , PROJECT TITLE: REYISIONSe E~~QHQN~ t6}~1 781®q~Q
9r ST 'SITE DATAt ' . 13. A RED P S P ON MUST..BE IN ~ To E scHOL ~ ~t1 , Q
t' ( } -;71 92$.$4 ,F. (100OQ~} . ` BE IN ~ }iY CITY APP~'~ • DRE•STREET ~ MYRTLE 'AVENUE
. k4. B ING CONSTR ION_TO R.E E N 1 CITY OF CLEARWATER ,
= 71r928~$4 S.F', (100.OQ$). r . I5. P 'G® PRA`I'F~'~'r~~ ~a~SP ~ ~ ~ ~
1Q;' PROPOSED S DATA: - PREPARED FOR: - 11 SCALE: • ~ .DRAWN BY: $HEETNCI. ~ +~y . ~
N0. OF IA 26 ~SgAt GRAHAM DES16N ~ ASSOG I ATES , P.Aa I~- = 20 M. RYDER !t'V~
,',>BU INC = 11:156_Rd ~ t1K Ki~t7„~ e+~n,, 77 zA~ nn e ~ rya xas~ „T~.. ~M..,A. `30A.~i , S-R 54f}
vw.r.$. «,.a.r.e:r aarv mast ® 4r,?serwn) ri-Lut1 lal.lluuij {l. .Sad p'9. EAuj) PAVING = 28,95459 .F "{39;56%) 4 SPACES LCLEARWi4 E6 FL, 34619 Ls t
MIDDLE EZM4ENTARY &.PRE=SCHOOL (11. CLASSROOMS @ 2 GREEN (OPEN SPACE) :3Z,317-41 ,317:91 S.F, (44.93$) TOT AREA AL = 71,928 84 S.F. (100A M t~ S @ 2 22 SF OATE; TEL. 791, 3320 6- I°95 YS pep QK
SPACES REQUIRED
F
Ill. _ % FUSE, H ; SCMOL VAN PARKING CIVJ "JAMS) ALL RE AND GARBARGE CD HE SCREENED SIGHT OR LOCATED IN M. SP7~~ CAI E * DRAWING: N VAUD y 1~ D BY 54 s SITE PLAN
SUCH A n R AS TO BE qty . AL. SP MUIRED
AREA TO 'EROSION SID ATION` AL SPACES PRoviDED ( ES, 3 ICAPPa SPACES)
112., t BALES OR SILTATION, SCREENS AROWD P OF WORK CONTROL SA ES 56 sp 'O'OV P, a p•~ H &REQ, N6; 2t93~C Lk AEG: SURVEYOR NQ. d~7~
• ~
1 , : 1
1 a }
y/~ FIRST FLOOR
GV~"'~IL ELEV:=-30.00
•.y .,e.. ° 1
FILTER MATERIAL.. SPECIFICATIONS yes < ,1 . r . . 09/1 . GT I' DROP. AT 91 119 112" tZ.
'FILTER GRADATION CHART 11 It / DRIVEWAYS . PAVEMENT GRADE
11 9 15 u e It ' Q- 3 J4 R 1 41 2 _,O 5 0 U,S. STANDARD SIEVE SIZE FINER` BY WEIGHT FINISHED fi+' FINISHED `
3~a _ 11 ,y a , tr4 f
TOP OF: l3AN~ 3!4 IOO ~ 3/4 R " _ :EL= 28A0, . .~~.}L F i. ~
• . 31B sa-.loo
` ' ` WEARING SURFACE ~ o VG SURFACE ao ` a, BASE 4:.
NOe10 60--87 - • ~ ~ BASE • 4".,4; t . ~ . • ,K; r
N0~24 26-69 a: 1
~ e ~ • SUB BASE, , O , , .,..a.,
. , NO.SO 1--27 t, - ' , T19 •
®oTTOM r~a~laa 5-7 ~ ~ EL: -`25,00.
. ~ ' PITCH-OUT CURD DETAIL NOTE; C~ STRAIGHT CUR~'~ DETAIL USH CANC. CUR
I SECTION - t~7i r THE.. D20 SIZE •-0F THIS FILTER IS APPROXIMATELY.
0.42 MM AND THE VERTICAL PERMEABILITY ~ SCALE , HORZ. l ll ' 31 w
VERT . I 2 RATE CK} IS 13O FEET PER, DAY; (SEE ,gyp . i , GRADATION CHART} . NO LIMESTONE -0R " • ,
CRUSHED SHELL.. IN` FILTER MEDIA,
QPRATION AND- 'MAINTENANCE INSTRUCTIONS ® ~ '
4 , E CLIPPING AND DEBRISe a
1. GUT GR S WE LY AND R OV ~ , A = I . a 1KE RING ...SURFACE
2. VISUALLY INSPECT I:ONTRO~. STRUCTURE SUBSEQUENT TO ` A STORM. EVENT. 3J4 R, A I ~ G SURFACE •
_ ~,r ~ a . , ~ DROP. AT ALL .
I DRIVES ' 1 111 It Q~~~ f .fie ~4,".`..
+ A 1.5
P w , TOP OF.BANK N °.r"' ot~
STAB~LIZED SUBGRAOE - ~ U ,,;.~1 a'.. 1 ~ LEVe - , 20`--091 PARKING ' 24'®0" DRIVE e I 0 6P 129^~el
Z,~69p 17.` fi° ,
SL,pP •
Sao ' o VALLEY GUTTER ,CURD DETAIL IL
ooa~° TYPICAL DRIVE OVER CUR ELEV. I l/ 2} 4 S t, r
NOTES: I. THERE. SHALL BE A I/2" SEAL`JOiNT BETWEEN TWEEN WNEEC STOP l"' TYPE PC-3 ASPHALTIC CONC. 9"`STABILIZED SUB-BASE
DETAIL BACK OF•CURB AND DRIVEWAY. WEARING SURFACE W/MIN, F.B.V, T5 P,5.1® ~ h
2 CONCRETE IN CURBS SHALL- BE 3 QOO P,S.I, P,S.I, i/B10 PER L F- „ 1/4° PER F r..a .9 •k r 1; , .t. L F 114`° PER L 9 sir„ ,s., b,
BOTTOM I B ,egA' ELEV.
2.9 , F
~ , , . , „ , M,~ , a a' > . , , « IMPER S MEMBRANE 6°° SHELL OR LIMEROCK .BASE COMPACTED TO '
2 . ,,.G . > MItJ„ OF 98°/® OF MAX; DENSITY. ;
et,.®m l . < . . , , to .<,e ,rs? , . r. ~ .e ^
P • , . s • . • ER..:, .s; +p.• • x • « v
. • x • . a r .e a . INV. ELEV. . „ ..g. s • . e , f
• . ,,,,t,4..,e, . , :..MEDIUM ~ « , 6.o e e • ®p® •r to ea. a 9M - ,
• , , m ST CAST IRON AME r . ' r 6 RY.C.:....PERFORATED': , . • , , c-a a ee>>am ;e r` ,...,,,;ar ; , , , ,a ,1 a UNDERORAIN PIPE .WITH 6 IAPPROx wT. 35a La.l
/ SOCK ,
" 4.4 F • • "
1 `POND UNDERDRAIN
1 1 . ~ - PICAL PAVEMENT AND PARKING ECTI®
I -6 STANDA IMAY VARY WITH SUPPORTING DATA. I NOTES. 1 ,
CURB 8, GUTTER . C. PV.C:' PIPE SHALL CONFORM TO EITHER ASTM F758 :SEE PLA . SCALE C' ~ 4
AS PERT PLANS ' OR ASTH D3O33 EXCEPT:TNAT THE SIZE AND ` I I _1 ARRANGEMENT OF PERFORATIONS SHALL CONFO e \ \ l \ \ `
~n p TO THE .DETAIL SHOWN A90VE, '
2. FILTER .-AGGREGATE SHALL, BE E D.Q. IZE .B9 AS - ALTERNATE-.INSTALLAT °ALLAT
SPECIFIED IN,TABLE T, THIS DE 7 If N11 I 11 `Y. AA _.7 WELD > WELD
Y„ p b ~ 3.DIAMETER OF PERFORATlO HALL'... BE 3/16... T4 3/B PLAN I ®4 3
~ , INCHES. NO SCALE A NON=WOVEN:: z ; GRADATION .TABLE I _ m, .
PERVIOUS _ US. STANDARD PERCENT 1' : ~ 11,E ° EARTH FILL 'SIEVE SIZE FIN R 11
FABRIC MATERIAL ~ E 2'®1J2`I .6• . , , ' ,3! OIA. BARS -
MIRAFI= l40 N: I :c . QUN T ~ , 4R .E ALEN 1J2 INCH IOO , 41.. r, ko ® - • y
6` OVERLAP I: ! ^ ~ ; ` 314 ' r
Ga'. ~ z 0 ..BARS: 318 INCH 90 IQO 0 _ 1J2 WALII „p 1 11 .A 4_3 ,
" • e.,~. tier 11 ~ THICKNESSI T • ,1 ll 29- t r z 2°-1'
FILTER No.4 20 °_.55 MI , ~ 4 PERFQRATIONS Il,aCATED SHOWN ~ AGGREGATE _ ® .
EVERY 31/4 I/4 I INCHES -AL SECTI®N F-F ~ ~
Na.B 5-30 LEN TH OF PIPE z ,k n . TAIL OF LADDER DARS -
. No. 16 O ~-lo ® a ~ a ~ USE BOX' HEIGTS OVER 5-0 ~
7 TO 13 / 7 TO 13 I CAST IRON NON-ROCKING , w i No: O°5 TYPE CID^IAPPROX. WT. 220 CBS.) N !9 M • INTERMEDIATE BARS 1112 x 1/4 RETtCUUNE BARS I ~ x 16
ANY DEPTH-LESS THAN MINIMUM 4Pq~1° " BEARING B 5°'xl%4 ,
WILL` REQUIRE:SUPPORTING Q Q Q . 4°-318
` '90Q DATA `AND: SPECIFIC DESIGN DQCI®G7 [7 `C/ \ / TO 'DETAPLS. _ 19 ~.5 x~x~l1& .
„`f~ a + lea ® o Q ~ / 6 P.V.C; PERFORATED
3 uNDERDRAIN PIPE LAID " ADAM EDAI TAIL q
WITH PERFORATIONS 1« J 12 ; 4 ,Y;. ~f'>.`~3!„ ,o<t~•;:~~t ° ~t' e; 9° INLET
GRATE ELEV,@ E ~ ~ . „ P , e't ~ t,
9n\V `1 . 1 Y ~ - r ' ® itr si" wbm ~
3O .GAUGE ALUMINIUM W/ • NON-CORROSIVE FASTENERS • ~F • . ..y ~ . . ^ . ~ y,
ca . .6 w , . w w e• , • • .'t .i 3., d
, , . ° o _ ~ SOLID- INVERTED G®VER R •
11 U 10 11 _ a A PIPE SIZE ~~S I k.' ; i ~R e A t t ' ` EYE BOLT a 'e. h III"'111 . 8 q y g a
I , f f PLAN A „ , h , y ' err i. STEEL t 8 `
~ I ; STANDARD CAST IRON FRAME COVER ~ r ; ,y:• ; '~f i ~ t` ~ r .GRATING a DRIVEN RIVET t®~ . .
F4? 3 F ~-I°~O 3 ,
~ I.. , l ,
, NN '.1• it 11... 11 fP 2:411" f •l'r t' '4 p;::,,, 14e. "'o ? >~A ~ ~ ®a BEARING BAR
® ~ 6x6 NO,IOWW N0. BARS-12 C,C, :I, ~ SKIMMER :DETAIL :e R w r ~
o .a a .I .I, I. , . ~ ~ ~ R SECTION C® • R.C P. .
. • • ` 't \ ~To . ® 4• ~ . t . k;< ~ N w BEARING, BAR
° . , o . E , . 1 ~ 'f+it P.eB ICULINE BAR. ' P RE7
~ •e . O. . . 1 ~'gt. t, ;r,,y A.; a> ~"ti a 'Mf Z ..r . 6®J , d,,
4~ n ' al ~ XYi, R j i ~ ® ry""~~ ,p • . ~.9 .t P ,P. '.el• ~ti~ e.,~ .1 a°'~:r ,:orfi Q9,.1 • M
2 A 2 ~ ~ x ~ , 1, . . e 0.r. ~.:,r,;
8 1 B/I $ , ~,;y I 9 . °,ip ®9h ,1~`~ I I I a 4 Y 4le t ® tr t o ° J
• ~ PLAN_ - ~ . 11. 1 el a 11. . ~ ~X. ` ~ a. 1 R a :.I4. `.'e. '1 s > ..t~R u'® \ t• ea, 9s..r, r ® . . SECTION -B
2-°O x 2 -0 GRATE..: ELEV, ®E e t„ ~
/1 . n ~n , ^a . Y of 1 11 1 1 11'.x,, V+ \ PLAN SECTIU A-A
e V i. '
. . i
° n" .ice f o ~ ~ a 5 BARS-12`"G.C. C ~I II II
i . , ' ' ' ~ , ® k a
1 - i r F~': , 5LOT EL G _ 4 : a f F u ' , It N~ , , ,i to i, A PIPE SIZE : ' ..1` ;i°, 4 ~ , OUTFACE, GONTROC ,STUCTURE OIMENalONB ' ~ , . n •
. ~ ~ µ f . N : I , C ; _ NOT IN CONTRACT
e ~ d,®~ ' E : BOTTOM LE;= IaGI« ~ , ~ NO. A B C e D E F G , PROJECT TITLE. REVISIQNS: ~~~~Q~pr1E (S'a) j~5'93~
( 7`., to °5 x , ` ~ IB ! 1: ' A -T0 ;B. SCHOOL f, .i, 4
, : , . I d ~4" 26.96 0.5a` 25.92 ' , . . DREW .STREET ~ MYRTLE AYENUE~
. , >k s • ; CITY IOt+~ CLEARINATER ~
• ELEVATION VIEW
ECTIQN A-A : . - ` ' 4~ P,~ / f ` _ PREPARED FGR SCALE DRAVYN BY SHEET NO ~ ,
a ~ ~ r • ? d ~ ~ 1,~ f . ' AS-SN M,RYDER . GRAHAM .DESIGN Ot~A , ' P.A,
/19 IY'P~A t 1 P'ti/1i t•Y N1/1t AT!'11..t /'1T1 11'1r t1P'eTA f 1 ''J 1 e anna c ® cen , .
VU I rHL.Le t.,V11f I MUL Z I MUL.l UMr- UL IAl L t~ ; ? A; 1 vvvv OF
CLEARWATER , FL; 34619 TEL. r4 791-3320 DATE. J96 N9. I w
5 f 4- 2a- 95 88~~,
SHEETS 0
cl 4A 4c. DRAWING. AA tNl, D E D BY. ~0
T i VIE
PAV{NG S DRAINAGE DETAILS x s~A,k; 'tF 6~ )Qk d 4M~1'Q
x ~ FLA REG. ENGf EER 24939'" 4 . REG,SURVEYOR NO.. 4073
' » N 1b 11MITS OF PAYMENT
ttOTE; ALL MAIN LINE SERVICE CONNECTION TAPS 13/4 & 1 INDIVIDUAL OR BRANGNED ~ AWVdA FIRE HYDRANT (THREE WAY) S6dALL BE MADE btlTw A OOUDLE STRAP SEAYIGE SADDLE, ACCORDING TO 7HE ' '°Q;, LINE gMAX~ TYPICAL
VdITH T4V0- 2112" NOSE NOZZLES AND ` ~ - : , FaLLO~+ING RIPE SIZES AND TYPES OF PIPE, LARGER LINES ..SHALL NAVE ONE ° 4 I/Z" PUMPER. NOZ~t*E 14" ; C Z `0 ~
. 5 r TAPS MADE DIRECTLY INTO TkE PIPE. ' ` VALVE OPENING, COMPRESSION TYPE I UNDISTURBED UN015TURBEO ~ a b~ EARTH EARTH ~ tr .
CAST IRDPd PIPE ~ SADDLES, 4"' ~ SMALLER; DIRECT, G" 6 LARGER.. ` (PINT..TO MATCH EXISTING -2 Ire" H05E .NOZZLE. , ~ .
--2Ir2" HOSE DUCTILE IRON PIPE : DIRECT, 6"~ D LARGER. ' 4 I/2° PUMPER NOZZLE ' o eb ~ a ~ ~ Q °o ° qo , " °
POLYVINYL CHLORIDE PIPE ~ SADDLES, ALL SIZES,. T A 0 F CE STREET -
GAL'J STEEL PIPEa SADDLES OR TEES, 3", OR StdALLER: ° ASBESTOS CEMEti7 PIPE: SADDLES, ALL. SIZES , • F o`
. CHAIN ~ • ~
SERVICE INE L VARIABLE:.: ~ , , tD _i
COPPER C CLaI GOOSENECK,18~` LONG ICU; 91t G.S P1. F - FINISFt GRADE ` ' P I a 110/4 ° ~ 22 I/2g 4° 90° I
' ~ 1` _ . CORPORATION _ .W-.
• ® COCK ? ~ - I, ,1 L~11T5 OF RaYMENT
-p-°~CDRPORATION COCK c.~. . WEEP Hai To I 1 TY4PICAL NOTE: .D. a INSIDE DIAMETER OF PIPE ~„D,'
~ ~ ° ~ EXTENSION _ BE KEPT FREE I o O.D.= OUTSDE DIAMETER OF FIPE , REACTION BLOCK .
, } TYPE VALVE OF CONCRETE ' " C} I "i r 2,500 PSi CONCRETE 3'~O'%2 UNDISTURBED q° ~®.4 ~ 2O GA.(4tfN j
V RTES 'I I B r ° SMINIMUM} I ~ t EARTN _ ~ SHEET METAL
~ - . MIN. i e / w
~ - STRAPPING I - GATE VALVE I I ` I DOUBLE STRAP t0 >tl ' LUGS R ' a ` ~ j ° ' - F ~ n w f p i r@
SERVICE SADDLE Ifl 6 Mlh,. ,1 , w • I. P P ?i4
. ~ I , - _ _ m I _ ® STC - , sTaNE oR _ , r~ a ~ i r P o - + sP
! a . c: r-,l~nP_E CL P R T PIP IN W _ - . a _ ~ , • ~ . , GRe I ° _ r . - - .g f . _ Q, GRAVEL°0, . ~ ~ ~ _ ~ a b po r
a .n III N CTION , k , , , CU. _ ~ ° :r F C E CON N ECTI4N . CU.YO. MIN, - _ t ,a . - ~ + - ® ~ o! ® . p ~ 0 4p ° ®n • ~ P
.p MAIN LINE - ~ ~ - r ® CC . , ,.M,J:INLET o; ' CONCRETE REACTION ° d a d _ . - _ ~ . n ~ a ~ m a
° Q ' Bt LOK~ O.IO CU.YO "
P~ j f it ~+6~
aR LIMIT OF CONTRACT CI CASEMENT LINE ' CONCRETE k Q°~ MIN
UNDER UNIT I ITEM ..SECTION WYE TEE CROSS PLUG
,l . -
h4ETER READING '
- ~ LID OPENItJG ` ° FINISHED' GRADE I' i
^ , , . ~ , ~ . NOTE. REACTION BLOCK OCMENSIONS FRAY BE MODIFIED iN THE FIELD i;
,i .POLYETHYLENE CPE.t I~""" CONC DR"'CAST.. BY THE DIRECTOR DEPENDING.
'`2' LOOP SERVICE TUBIteG w~aTfR IRaN ME1;ER ' - ol~ B~'X(STAUDARDI ° ON THE SOIL BEARING PRE55URE DIM; SHOWN ARE MINIMUM .
• y ~f?itl~Rrt '
p B tla , . . r w n
eaRPaRATIatJ ~ ~ ~ , !p FLaw
COCK ,t I~•/ ,h l kr r,
SERVICE LINE TAP TD BE ~ ' F! a MAx ~ `°SERVICE UNE " • LacaTEO IN ELO T .,_,ti j
DF aS~ FRaM ERTICAL. _ S E DETAi A F H GRADE E E INIS .~0 / UNDISTURBED: ~ '
45° C TYP, ALL. TAP I ,A r ~ ~ in ~ _ . YOKP d SIRAIGNT ~ i ~ _ e: EARTH ~ m ®~b
!d EXPANSION CONNECTfON , ` 2' PVC C'ASiNG ~ L NE TYPE } FURNISHED.%ITH YOKE ; I' - CAST., IR'QN EXTENSCON TYPE VALVI4 60X, VALVE OX, ~ ti~}.. a a z' " ~r '`,,yy~~ ~ ' p o a
. h ~ ~ - 314 CUR® STOP. D•RING, SOLID TEE' ~ " ~ :I n a0 elf P e ~ ~
DOUBLE SfiRAP SERVICE SADDLEISEE NOTEI tdEAO wITPfi LOCK EYING PATTERN, ~4~Q UJ " ' ' ~ NOTE< OPERATING NUT TO BE.AI , UNDl51URBED ~./I,e n dUT TO E.AT as c
MAIN LIVE ~ L;} , I GROUND. LEVEE„ EN COVI EARTH a'~ bL EN COVER ;
- r~ t~ q EXCEEDS 6 d0 {TYP.` At ~ e d®.r {TYP. ALLVALVES} ~ „
PQ~YETNYL.ENE SERVICE LINE 8t ~4ETER CONNECTIC?N ~ ~ ~ o a
'B MECFI. ~ E, GATE VALVE o UMITS OE PAYMENT LINE (MAX.I TYPICAL
. • 9 . ~ , ~ O D. t l2" MIN.
11 ll TAI ° ~ UNDISTURBED N ~ 0 ~EARTkI
E ~ ,MAE L . w ~ P ®I
f a@ ? a a •
. d ® ~ b o ~ 4
~'`a,P,r ~ ~ ° c v°
a VARIES, , _ UNDISTURBED EARTH PUSM-O~~ ~~tI~I"T
T / e ° 6 .__-.2500 P51 CONCF~tmTE d ° ~ q F UNDISTURBED , ' r ~
p, a ,_.,.'prw ' RrVd 1 , VARIES FROM I4 TO 22 VARIES-FROM 9 TO 12 EARTH °`~3 3 . >D~~,
! 1
! I tr T t - ICAI~ GATE VALVE . OV~R6REAK UNDER6REAK
tl, RaaD EXTEND CASING 2 °0 I I
• I'-®, MIN. BEYOND ROAD BASE I'~~;f• i . _ _ '
MIN.
V R ASPHALT.. • ; R~ ,N. GFa ° Iz ca E s~aA~ ~ , . BASE _ ti
PAVEMENT I _L,J;~., ; w.. I TO CUSTOMF`R ~ ~
{
~ ~ _ „ _ ~ `ct ~ 1 STABLIZED BASE 24 MINIMUM CC>VER P,, C;ksR6 STC?P ,
m z,. vaLVE
t ~ ~ , , t: SIN RADIUS
2 PVC SCH 40 CASING'PIPE FOR.. SINGLE AND DOUBLE SERVICES -WATER METER, (OPEN' CUT) ip0"
A " P~tETER BOX T , PROPOSED ~ AIN AIr~ r~1d~'I~/ ~ , M~ 3r4" SILL COCK FOR 0" AMPLING
'HATER MAIN ' ACCESSORIES ' ' ~C4VFR 6~+:7~`.~hl.
TYPICAL FLUSH-SAMPt,INR
FOR WATER .SERVICE DETAILS, ...`ARRANGEMENT TO BE"
SEE SHEET REMOVED-AFTER STERN ItIZATION I
r +
. P . ,y 9 ~ - TYPICAL ROADWAY SEGTI0N ~ ~ERVIGE LAS PA~.~ E ~I~.
2" FLOG AEl'Elt REMOVAL DF SAMPIfNG ARRANGEMENT PROPOSED `GRADE. „ .
: VALVE 80X°-~- ` PLUG WHEN NOT
' 2" PLING ( 3`~BELOW.PROPOSEO GRADE} IN USE `
PROPOSED GRADE ` TEE OR REDUCER
w NOTES', AS REQUIRED PERM~pIENT BLOW-OFF r ° 18" gHRANGEMENT
• WATER MAIN
I USE OF TYPE`2 OR PIPE'FC BE'OETERMINEO IN THE FIELD 2 oR 3. PIPE fOUNDATgN tO ~ LINE SIZE GATE EO tN THE ~'tEID AS'OrREC?fr; 2" 'EL80W VALVE MECHANICAL t ® MAIN LINE 512E
®YT THE ENGINEER ~FP 6t JftINT W/e0X " THRUST BLOCK
2 NO'WATER SHALL BE PERMl1 DURNING CONSTRUCTION. 2 VALVE .ra. a 1A1,1, 8E f'ERMYT TEO IN TREN•'sd ? - ~ ~ M STRUCTtON 2uNIPPLE.,.._._....-...`'~` s" to -
010 MAIAf LINE ~ 45'BEND LL
CC1'dCRETE 9 ASPHALT PAVEMENTS° EXIST. SURFACE CONCRETE PAVEMENT -ENTIRE SLAB OR SLABS AS ° ALl-PIPE TDBE ~NSIgIpLED V 8E iNSTALLE6 WITH PELL'-ENDS MIN. THRUST 8L~7CK SERIES 1300 NIPPLE REAM TO OoRECTtON OF FLOW RESTRAINER,MFG. 8Y
a BaSE TO BE CUT SQUARE WITH CONCRETE SAWe REQUIRED TO BE REMOVED A REPLACED"AS DIRECTED F1aCING UPSTRE~`4~ TO OIRECTI BY THE ENGINEER UN -FLANGE CORP. "
NO 3 BARS AT i5" BOTH WAYS , A LNG SURFACE TO 6E OR WELDED WIRE. FABRIC
E TYPE &7HICKNESS AS SHEETING ORDERED LEFT ` . " 6"~ 6` N0.4 GAGE. MIN 8" TNPCK SLAB .QR EQUAL XISi. PAVEMENT.~y fN PLACE SHALL 8E CUT L ~ L
,-TO EXIST. SLAB LIMIT OF PAYMENT A -LIMIT-0FPAYMENT ~ ~ ~ ~ ~,.OFF2~-O~ BELOwFINISHGR ~iE. ~ 'LIMIT OF PAYMENT.. _ EX s ,
M t VARIES WITH S11E 01 r IV G< ~ _ EXIST VARIES WITH`SIZE OF PIP£ - ~ YAAIES WITH'5tZE OF PIPE a / r ~C` CONC. SLAB EXIST. C .SLAB l I MAX: r 0, D.440", -
TRENCH WIDTH: .TRENCH..WIDTH . . ~ ~II° I,~ ~ : A ~ a ~ dill FINIShd GRADE : ndTH ~ z
~ - COMPACTED , a v0 i ri ~ "MIN. PIPE O.D. "MIN. LIMEROCK i' ~ a e r v. I ~ p E N z MIN. PIP` D0. MIN 4~ i.0.,. aMfN ~ ~ d~~
w- w ~ - OR SHELL.,.--~.~ r A . , A ~ COMPACTED R 8"MA B"MA ~ MAX ~ MAX zoo
MFG rd"'°°K EXIST BASE ~ LIMEROCK OR SHELL. PIPE ' 0 uAi f0 m,., / REFWLLED 8 _ 11 : BEDDING • DEPTH • . ~ q ~ a ~
L X.v, 6uSE ~ vtFRTr+ v4, + ' viYH _ ~ ±NiDTM VARIES WITH 412 WIDTH ~ COMPACTED fN ` . . . . t. ~ I!2 Wlp?'H It wl TN SIZE OF F~PE t2"MIN 6 T012 LAYERS PIPE ~ a " PIPE ' r- va m u~~
p (MAX"Ov.+40`1 P` 12`MIN r tMAX.s0.D.+46) / a tl Y Iz`MIN . ~ NPIPE 4 k ~ ,
It2 WIDTHO .CLEAN EARTH FROM e ~ - I2`tdlN ` s ~ m..~.._ QR~NIAL MATERIAL OR , : . • U ~ ~ PROJECT TITLE' RE4~ISIOM5' ~~BNNIE C~~3J J~$4~~
_ _ .,_T. --,___~.___f_._. SELECTED EARTH. SEE tl MI PIPE 0. D. 61tIN ~ ` q PIPE O. D 6" . N PIPE 0.0 REFILLED 9 COMPACTED ; CIFICATIDNS a r REFILLED B CGMPACTED~ ! Q, A T~, SE SCH44L - ~ s
CLEAN EARTH FROM IN 4` TO6"LAYERS TO 8 MAX I A e a x . , M .W DREW STREET St MYRTLE AVENUE
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~ .1zrD} ~~Li ~ ~ ~ „ p! gi Q N 89 0~°64'E 319.tI rF) SITE AREA '1922 s - ~ i i u' E
k4 iv ~ eA p tip ..L.d..t.1..t..d..J-.t...~.a.1..a'..~a-t.r...t.~d...r-.c.,t.a-.d-.d..&-e-s..~+...d...,c..a-,~ ~~-,J-~R..d.-a~~ z. r / > 4 ~ ,~..r - µ ~t~CL1~INCa ~~VER~tC~E R2~2 S~. fiT. .
t! nil s® / t/ P/ a P d s f P f_d o d l s J S S f t s/ a_.!„1.L e e e! P i a r d s a P/ a i r t,~..t..a / 1° t',J .DRETE CURH _m_... J ,.~.a_c~z _ e s e P i J d i P o_e: e 6„f {.L.d..6`-1----,....... _ _ DROP CttR~
~ ~ . . i • w........m..-..~....m.~...«~........-« F1RST ~E.~~R 9212 5,~, ~T, f2,9~ _ / SECOND L~R 1~~2 St2. FTa 4 4
CONCRETE 91DEWB .K ~ x~„., , .,M., ri.,a~
u.~,. . _ w__v___W._ ~ ra~N i 91DEtUALk ran 4~ TOTAL ~LC~R AREA IL.9~ St2» FT. 0.6
" , _ _ 114.'4 wF) :~"19.bS rDD CJ 1° '9° 141.13 rF) 114,44 f i..: ; rF) 110.00 fD)
1°1" 1°1° 4 ~ ~ ~ ~L®®R AREA RATIO .2
r 4,4 1N T4 WALK ~ ~ a____. ___.__T..___ ~ DRIVES AND PARKING , .A 26<~~ S~.~T, ~
Ct _ h G.C . C .
R. ; N 41 41'14"E T.4d rF} . a. PARKING AREA GPENSPACE 2923 SAP PT. ~ ~ lC~.I
trot/dPd n-°° _ I y °P/rr//f rd PP//rtA P4l P/Pe lPri PJdtd/ p/d!f Q' /tdrPrr/P/f/r/Ad/;, rPtffffi///d//PrJ: "'d PrP I.. .
df '.r~ -ffrP rP '/P" rtPt,'" :fit `t e ~ 00° . w rf <Prrddrefi f.' ~ rod/' ,•P L' NI~,M WALL •_.___a_ ..j ~ ~ ~ . ~ ~ ll~ALKS 212 Sc2. ~T,
/ditt/rd/Prd tP r/d r. e1.. 'd dt rfd /d : r//. r/rP . ,P PPdr.r f, ^Pf /drrPrf Prf r/6/P~ r, dtPdd/d/!. 'P/PIPf,/,; rf/r PrdPP ®p,, " PrPO rr> . frrddrPOdtrP trrf Pl r, , . 12 SPACE . ° ~ 049 . PrPt rss, P: srdtr/rfro/fsrr`r , ,a ~ 1l ~ ~ ~ ~ ~ TOTAL 1~PEN SPACE 31,~9~ S. T.
. d/,/,,,. Pr/rPPrPd,P/r/,~ r,` , I T rt ~ d" Pd/! rr, PrrrPrrr/d/PPdJ r ..r 7URF 6LOCK PAVERS ~ . ' a ~~.2
/P/r P P drr/r/PdrrPOfr/~s, gtg' Psr.:'e d - ~ Prdrrf,.:rrdr/f/PP/drd/fPf,~ 48I~ ~ P/r/tr/ ® . r ra 31.E PARKING
P/drsoi •od/rrrr P/Pr Pr/«^PPS . /sr PrPP y; "x ~.f ~ , ~ PrP fsar PF/PP/r//Prf//// ~ r/r/rf//. rdr P/PdrrO''/d r!/. d~frr//r//dPf 'r~ ' dP.+ ./ddf/P/P Pf Prl tf II r rfd f/ " `fr///r/t i p. W m ' : ~®q• '
rPPrfroddrr/orrr P/r/ r drffd/rf 11' . /a. '.'as r/arrrtfdf>df '6 :'!dlr v. f. / 7 r. f/df/rPr ' ~n ~ /PdetrrJ ~ ~rrdrd/ ~®q. ~ ~E EMPLt~YEES i2L~ 2G SPACES
P/tr// r/otror- 4-SPACES'''- l r'. ..,M. ~ ...rJ rr//,. i,'f /Plr. -s.. at+rd f!! F w . ~ HIGH SCH~(~L 12 SPACES ~
rd/dr P//f6P /PPl, r, d/t 'de Jd,"PP.. ~ / .A . t l ' ~ "rd P/rf "rd /dd Pr, r. '/r , •,"r'/?// . ' "'fPdrrr 0l ddt rPr e./rre/rni ,.,t/r .I . ~ 0'! ~ ~ ~ ~ ~ d3 CLASSR~C~MS ~ ~ EACM)
~.m i ar/tffP r/d/f/rt f/frd rr. ffP f w ..~y ~i trrt/ldrf P/ rfFr/t /.'t Prr Pldt 'Pr -
m.J VA *^'q d~ : / rd?/Xldlf//d 0+'d Pr Pr/o'a df Pr//r. r?if/ k. •r ~ . ,tg / trfr®//r/dlt 'Prt PJ//f////// re rs!/d Ff/ (I" ~'716w i"1A 4.. ~ 1"'e4r ~ ~ P. 'idr ^1ttfP/!//f Pl. "/Prd/r/f /ddf// /r. +tPr// e..... . ~ ~ MIDDLE, ELEMENTRY t PRE°SCHCCJL I6 SPACES
' //dffP !ft//d tf t//. ''A PfrPPtd/.°!. '/.?t/ftd/fP/rd'rr Pr . . a. rd/fPr;t it rPPrdd/dPlt f ddPPdr/df> rP lr M//.^//r/d Pr/rf/I .c{" rdd/P/.. C ~ ~,r a"'"'w~,,..,w~°,a.,,wy .w. f , 1a. ~ d9 CLASSROgP1S ~ 2 EA.) ~
ww „ . I . . . p ~ ~ V f E . . F ,.s/ `,`ir d rrdP/sePf"P G' UJALK . . ' ~ ~ ~ TOTAL SPACES REGIUIREC? L SPACES ~
d, !rr/Prfdo ~ frf/ s ' i /Bn r//6rP. °,fd/ 1 'Pr/P/!/; J % ~ a_. ' " e , o , , . ~ ` / / / J P P r P d / r / t d r / d t _ . ~ ~ ~ ~ SChIt~CL VAN PARKING 2 5PACE5
P.... P/Pidt .tare, ~ adrrro// /P$ - ~ ~ /f/PddrfdP ~ /rrr. 19" _ (y . ~4® ti; d Tilly ~AN5} ~ u~~..
~ : PPPr PI r/BP. J rA. ePdd d. . ~ d/ffrr/ofr. 's. , a.r ~ PPO _ ,a, eP1 p p. r. /l Plt rf/A//d 'F `P!///fro/ ':~r:/r pry ~ i7A B:':. s1r{Bf/d'/f/10 /®Pddf e'r/P ~ ~ a N _ . . ~ SPACES PR®VIDE1~ ~ SPACES d°-N/C) e~
W P,'! d "fr//rr/f/Pd/r,a !/1//Pd:.. d.r<rt? }y R "e ~ r. 1 fdtdf{Pf/l rd rl r4t//. 'tf P//t /P rP?rrd P/fft 0.8 ' ~ ::.:..:.~::e:. ~ AUTOM0131LE 2 SPACES
'`la r . ' 'rd//!/FPrrt/Pr//t r' e., o +Ar/dlrrPfd. 'f rr Pr Pl ~ ~ • " ~PPSrrtofdP.dr,fr ••'dPr/rrfixrtPr•..+s . . ~ _ ~ G 0~ VAN ~ ' : G ~ ~
rs °/dtrdsdr/Prrf/d rr//d/r/dfPPPP,,rr I rrrr //fr P rf P//~ ®Q®® pry ~q y ~~I ~~yy ggryry 1u '~~p°qq Pa r r, ?/PrPPP?/Pd9' afl CP ! QQ'll"IU IQ~d,~ t6A} 4-7 deg. 'P/d r'd/8/tfrr/r f/+ 6.. "drP/PrP"'f+ ~ 1}
ae P!/d ?Prr dr rrfr/d OW r/dPrr/!a . w P 'rP//dPP/dldrP 6r P'r //Prrr/drr " ~ a9R t 9 69 44'41"W 144.43 rF) ~ ~ Pr:"ode/trdPr rfrdPrf,.PrrrP/ditPd,
i3 sd r/Prrosrr rrr/frtd door/fPrrfdf o i . U1 F„ ~t o/rdA<PPr dfsod/. ./rrrrd//ror~. ~ r~ d, a 'P!d/rd+, //1/df/trt/r /d llf dor//!,'. 1 w .._.0 i~ ....~"°"::R:.. ~ ~ ~
a ~e ® Q' P. .r. 1dP//d fPPlfr/rft Pf fPd//f/d /rrr . gggg r py A7 d: d/P//!, d/!/d/r/r/rOr/Pff Pfd Pd P: ± ~
r r, , s ~ t
Ih ~ / ~ d (?t/ ~ pap a rv MA r. /i f 'J V
. ~ y ~ ' Ci ~ Pr. :.B/dPPP! ?d'rffd ~ q° u, 3d` . .
r ~ _ d`rrod.; ~r,:PPP : dfrf W r 1~ rd/1P/r//l rr dfr. eAl:/. <; fd// ~ 4 ~ BdPJPP!/d Pd/9fii . ,r/r/dl///rdrJ ([J "p4 ~
/f/Pf/ddr/P///ld Pt/r PtP rt /ftd.+/ ~ t ~ /d''~~ ~ Pd Prlyd Pr/ff/1 /rPf/rf//Prff/CO d„d ~ /d//P/f PPP rP /dPPP/t/!/f/Pd tr// ~ 'C
~ drPro/r///d/r/rrPrdr/d/orsfsrr ~ ~ 31' ~ .........'__............_m.___ //dd//f//rrd rJdr/d//dl Pd rrdt4/ ~ 4:
PRE°~~OHOOL Q c®® Q I--
PLAY AREA ~ ~ ~ ~ ~
t° HIGH ~ . . ~ sU ~ ~
WALL „ _ _ :.SPHAULT DRIVE . ' ~sv~ RL AA
® COVERED UlALK e~ U W
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5 ~4"09"W 119,'10 CD) 14°1®"e' r 2 vA`' 5PACES AREA QF UNI~E°~~RMiNE~ t~U,NERSHiP
~ . u~ ~ Q ~ 14" , ~iP t' 6iICsH WC?01~ FENCE } ~ _
9 0Q 61'4~'W 119.19 IF} .
® 1qB V
ran 4° 14°11° q° t0 LAND CONVEYED EUT NOT a
3PDEWALK L' HIGH WQC~~ CE UtARRANTIED PER 4.R. 900k ; U '
4.3 4i1B PAGE 1116 AND O.R. 00K
~~GY'S u~1~!IiN lUa 419 PAGE 16i0~°1614 ~
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FIR 19"
i
~ DATE
3/70/RF
PRE-
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