HIDDEN PARADISE 03.06.2001 DrawingsLEGEND
WATER MAIN
SPNITARY SE
KER SYSTEM
DRAINAGE PIPE
r DRAINAGE DIVIDE LINE
— — RIGHT—OF—WAY LINE
s SILT FENCE
------+9-- EASTING CONTOUR
PROPOSED ROADWAY
SEWER MANHOLE LABEL
—�N PROPOSED FIRE HYDRANT
EASTING FIRE HYDRANT
Y GATE VALVE
REDUCER
® DRAINAGE AREA LABEL
�p HAY BALES
■ CATCH BASW/CURB INLET
rpt ORAINACE MANHOLE
p MITERED END SECTION
rp =17 DRAINAGE PIPE LABEL
S— 1 DRAINAGE STRUCTURE LABEL
+w SOIL BORING
Prepared By:
J. ��cws � � , f �•c.
DESIGN AND CONSULTING ENGINEERS
JL 1516 LANDON AVENUE -JACKSONVILLE, FL 32207
ffPHONE: (904) 396060 - FAX: (904) 396-3456
1 E-MAIL: cadlines@earthlink.net
List of Drawings
1/7 Cover Sheer
2/7 Geometry Plan
3/7 Paving and Drainage Plan
4/7 Water and Sewer Plan
S/7 Roadway and SewerPz01&
6/7 Paving & Drainage Details
7/7 Water and Sewer Details
RIM
List of Drawings
1/7 Cover Sheer
2/7 Geometry Plan
3/7 Paving and Drainage Plan
4/7 Water and Sewer Plan
S/7 Roadway and SewerPz01&
6/7 Paving & Drainage Details
7/7 Water and Sewer Details
3D 15 Q 30 so 96
—
g1\ Rlan of WAY 1 NCH - 30 Fr.
bell
' . \ D ITC C .Fh6},6.g41�'Wy� or x •1 x sl X" �
viiiiiiiiiI WAY
�11 cOACMANN s Y._._.—._.r.._.19 STA MY,
YANHNOIE _
•°-ta.A 19 111 4iK.].aa • •� • • — — _..`swt r�ian
At
77LOT
2,� dA u aw
OO I m •� II LOT 9
S I I LCT x I �{ i r
i r
I i 1
lV(�J N
N I 21 I I Z 17 O N II I C v• n
/ �Vint
$ I ' I II Al N
Z 2
� 0 T 4{ I I I D L O 7 4
U
(/j
rn
m LOT 5 (� i 9 SLOT
rn
c I I TEYPDRARY ACCESS EASEIIEMT
DIA. CULVERT I I • J 1 I I
r5O 24 LANDER CUL-DE-SAC
e\ \ 14 I1 m I I LUT e I I 1 Lot s i
' 12+00 1,00 E I m p 1 1
Iu I z
' 45405 "k ' • N g � i N m
m U 1 1 I U I W
p
s• \ I '�•ro I l3 12 ' I I
9§ \ 4$ I7 1 O LU T 7 I L UT Y Z
T � I i i Q
,HOS •4`'�.A _ _ _
'737j>'
k �TA1�IPPCIRY ACC ERSEMEYT
s°" • s mmr • i" • x •c,r IN • Ni Dnw (TW19Ay 1 — —
.,
>r ' D RA RA _ 11 GE sD arITCH• 7 1• 11-00 714. �lplooti�K
I µ•pp P.A—�f]A------_
svA7APY g144+
'Q } NH (TfutAFF PAVGIENI) —
W E S T 14tH S T R E E T
m 50' RIGHT OF WAY
BJJEHfS BLVD OH THE YIFST UIE OF BIO:X 151
BETVG FIOLRH 01"16'00' FAST, AS PFR PIAT.
BCNNMMiK USED 6 A P.K IWL AT 71fE CENTOXLINF
QTTFASEC110N DF LEVi RU•D RTI11 YIRL STtEET.
EIEWTAtN � 10.47 IIAV.0.(1Q29j
SET BEHNIIATIX AS; SHOYN ON IMP.
/
7Ne
THE PROPERTY SHOVN HEREON APPEARS TO UE
IN FLOOD ZONES III (EL 6) AND ')C (SHADED),
'I(' (AREA DUI 500 YEAR FLOOD PLAIN)
AS WELL AS CAN BE DETERNNED FROM THE
FLOOD INSURANCE RATE MAP COMMUNfTY PAI
A. 120075 0001 D, REVISED APRIL 17, 1959
OR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY,
T
Hy i LOT T OT PT ,
OFFICIAL RECORD 954 •, PAGE 22J " I
{ EI L O C K 2 7 o B L 0 C K. 2 2 0 I B L O C K 2 2 7
I I I I
I j
I I
/ 11. THERE MUST BE A TTN FOOT HORN VITAL SEPARATION BETWEEN WATER AND SEWER LINES AND AN 16 -
INCH 4ERTICAL SEPARATION WHERE P BIL
GFN FRAU IIOITS 12 FOR ALL PIPING LE2YTH GREATER THAN 32•, A LICENSED UNDERGROUND UTLfTY CONTRACTOR IS
1. 11E CONTRACTOR 4ULL BE RESPONSIBLE FOR DFIFRNININO THE EXACT LOCATION OF ALL EYJSTNGREWIRED.
URLIRU IID FOR DAMAGE TO OUSTING UTUTES CAUSED BY HIS OPERARON. THE LOCATION DF ALL 5. THE CONTRACTOR SHALL BE R.V MIDEILE FOP. OBTAINING ALL NECESSARY PFRNITS AND INSURANCE
E%ISR NO UTUFLS AND IMPRO4EYENTS SAWN ON ME DRAWINGS ARE BASED ON AVAV.BLE INFGRMATON REQUIRED FOR THIS PROJECT. 13. ALL INSPECTIONS N9 TESRNC SHALL BE COORDINATED WITH THE CRY OF ATLANTIC BEACH,
AID ARE APRO%IMATE THE ENpNFER SHALL BE NOTIFIED OF ANY CNOTNS WHIN ARE DIFFERENT TO
SNO1W. B. THE CONTRACTOR SHALL COOWNATE HIS COISTRULDOY WITH All OTHER CONTRACTORS TO AVOID 14. WATER METER BOXES MUST BE FURNISHED § INSTALBY TIE CONTRACTOR
MDSE COINCTS.
2 TME CONTRACTOR SHALL VISIT THE b8 SITE PRIOR TO BODING TO FAMILIARIZE HUSEIF WITH JOB SITE 15. WATER MAINS SHALL BE FLUSHED AND PRESSURE TESTED IN ACCORDANCE WIM CITY OF ATLANTIC BEACH
CN0I DONS AHC ME E%TENT C< THE W'ONK AND LOCAL CONDITIONS. EITHER SURFACE OR STUB-SURFACL 7. ALL ILLED A ED ARRAS SHALL RESSAR 5O OR CRASS SEED. DRAINAGE.
AND NVLCH. AREAS SHALL HAVE STANDARDS AND SPECIFICATIONS.
BEEN FILLED AND GRACED AS NECESSARY TO PRONpE PR(R'FJR OPANAGL
WHICH MAY DO SO THE WORK TO BE PEARTHE CONTRACTOR
AID ME MUTE PI LABOR, AND MATDER TIAS REWIRED. I6. ALL PIPE LENGTHS ARE SCALED AND MAY REOVIRE !IJONT FIELD AO,AISTILI TO RT CNOFlHOIS.
F7JLURE TO 00 50 W11 NOT RELIEVE T/£ CNIRACTOR DF COMPUTE GERFOdJANCE UNDER 1165 CONIRALT. B. Al WORK AND MATERIALS SHALL IF IN A[CORDAICE YAM ALL RFLATVE SECTIONS ON STANDARD
3. TOPOGRAPHK INFORMATION SHOWN ON SHEET PRONGED BY THE 0W1ND2 AND SHILL BE FlE1D WAITED.
SPECIFICATIONS FOR CITY OF ATLANTIC SEAW. LATEST REVISION. 17. ALL CURSING SHALL BE CITY STANDARD HEADER CURBNNG UNLESS OTHERWISE NOTED.
ME EJIGNEEP. SHALL BE NDTTFI OF ANY COIDIDNS WHICH ARE DTFERENT TO THOSE SHORN. ALL 9. CONTRACTOR SHI ARRANGE FOR AND PAY FOR ALL TESTING AS REOURED N THE CITY OF ATLANTIC 18. CONTRACTOR MUST COMPLY WTH ALL CONDITIONS STATED IN THE ST. JOHNS RIVER WATER LIANAGELENT
CNSTRUCTON UNES I GRADES SHALL BE ESTABLISHED AND MANTANED BY THE CONTRACTOR BENCHMARK BEACH SPECIFICATIONS PERTARING TO THIS JOB. CITY SHALL BE CONTACTED BEFORE WORKING ON MOR PERMIT.
PRONGED BY THE DINNER. UTU1Y SYSTQHS
A. TIE
CONTRACTOR SHALL FILE WITH THE CNONEEA A SET OF RERNCOUXYBIE PYLAR 'AS BI DRAW7GS 19. CONTRACTOR SHALL BE R CYJEIBLE FOR PREVILI OCIANSTFEAM TURBIDITY AND SLTATLON CAUSED BY
FCR
REVIEW, ACT OV AND SUBMITTAL TO ONIEEPREGULATORYASAGENCIES. TD. ALL WATER MANS SHALL HAVE A MINIMUM OF 38' COI OVER ME TOP OF ME PPE UNLESS OTHERII MS CONSTRUCTOR WITH HAY BALES, SCREENS, SILT BASINS AND/OP. OTHER SUITADHE MEALS WITHIN ALL
SHOWN, GOVERNMENTAL REIN LA7IONS
n
1
L
•
4�
IJ 1�
4j 1�
F
iS
1
•
IJ 1�
4j 1�
'14•M
�a
1
1
1
1
t
,}L•�'a 'O RAIMAC C !
1 � EXISf. LLES�
\ % INV.�S28
19 i1`�
\II
'm an 1DOMING
CLAY S 2' LAY TOPT MANHOLE
— v
TOPd04 --
S- 2
I I n
II IIS
21 SEE DSNE 9KAlE .
SF DETAL BELOW I
I z
IZ
a3 D
I $la
YERAND BUFFER O
I I Z
I
' Q I m
I I I
=�N
24 / I I •a0. CUL—DE—SAC T
(RIDER CUL -OE -SAC
2+00
I I I I
5t I 54
f lu
41
a g \
Q I I
Sr.
OS fl•� �-
•`"�+�'• w s e 2r r s ff 7" x x Srwyr .•
s 5°n zr x
RA HAOE DITCH'
WEST 1 4t
BFlPoNC9 BASEp ON THE WEDT LDF_ OF BLDG( 29
eED+c sarlH c1•, D'ao' EwsT. As PER MT.
BENa1M4IX USID 6 A P.K NAL AT THE Ck]ffER1DlE
INTEISEC710N OF fEW RO/D WRH MNN Sf16ET.
FILYATCk! � 10.47 Na.VO,(1C20jj
SET BQla1MARK AS SHONN 011 MW.
THE PROPERTY SHOWN HEREON APPEARS TO UE
IN FLOOD ZONES 'AE' (EL 6) AND •X' (SHADED),
'X' (MEA OUTSIDE 500 YEAR FLOOD PLNN)
M WELL AS CAN BE DETERMINED FROM THE
FLOOD INSURANCE RATE NAP COMMUNRY PANEL
Na. 120075 0001 0, REVISED APRIL 17, 1969
FOR THE CITY OF ATLANTIC BEACH, DLNAL COUNTY,
U
• eew°:,r
1 P
Y
OFFlCIAI RECORD 964" PACE 2238
IN /-A,a' of GA d i za, xu
INV
— r
Qa / L0T ,
u xu %1aO l zu t�=;,s °1° •w
` m II
I
MI . L0T r I � i I I L a r a
I
— I
N I
C xu xu xu
r— I L o r a I iTI LOT 1 m
I I II m N
�; I I o
xlI
b X 7 xa �-1� I zzs Ib ; i I Z
x V LOT + x 1 I D LOT 4
1 �
U W D 1 I
X71 x7.1 O I x11 I ^
2 I D
ly 3 LOT a IQ i LCT 5
D Y 1 1 I m I
-
I
x a, x u x ° J
I ° 1
LOT I I I Lar
I1 I-
xu I I III I w
xal xu zu I I I I
(� I
LOT T 1 1 • La' T I � loT "/ T
I I
I h
' ,
1 �M �iE1a1 x 41 I 1
° J u yrA�I
r•4'+ +OD ° 4 11+4 xu `1Wa0�\{t, _ _
JA
_,L,t____
'rq I '..«ac i�1ww FAvoIFRO
1 x
y .m
WEST 14TH STREET (50• R/V/)
�+
T I
I /
Ira
fL0T , L0T 1 , I 0T ,
I I I
B L O C K 2 1 9 EI L O C K 2 2 0 i I B L O C K 2 2 1
I I
PAVING
L
k DRAINAGE
ANY DA WOE TD THE CITY
N�TESI
STREET,
PAVO£NT. CII+B 6t GDER
MATERIAL SNALL DE
REPAIfiEO AS ➢DiECTED lY
THE DDiECfOR
� PUBIS VDRKS.
E.
EXISTIIVG ASPHALT TO DE
A SAVCt1T IN A STRAI[}IT LIME VFERE
NECESSARY.
1
ROUTE SWALES/OFTCHES
MOUND
TREES NOT MARKED FOR
REMOVAL.
11 11. .A 11.
C
r•1�r / l; IIA
i
l
L
r
Ir .�
�l L
r
i
it
r
l
Ir .�
�l L
— '—LEVY�R0AD
1 � -
� H
OFFi CIAL REC.^.R� 96 , PAGc 22JE Y
9E/fZNGS BAi�T OH THE w43T llE pF BlOO( Iy
&SIC SCIJiH �I'16'00' EAST, AS PER PIAT.
BENGHVAPo( ASID 6 A P,K NNL AT TIE @(IFRlp1E
IIlRIfEC110.4 of LEVY 0.0.aD MTM VNH SitFEf.
E]FVATgN - 10.47 NA.VA.(1029)
SET Bi]lO1lWdC AS S10'pll ON IVP.
iliE PROPERTY SHAWN HEREON APPEAF6 TO UE
IN FLOOD ZONES 'AL= (EL 6) AND 'X' (SHADED),
^X' (AREA OUTSIDE 500 YE,, FLOOD PLAN)
AS WELL AS CAN BE DE rT7iWNED FROM THE
FLOOD INSURANCE RATE MAP COMMUNITY PANEL
10, 120075 0001 O, REVISED APRIL 17, 1969
FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY,
wn1:u
,< u
� I
I
i
E]OST. 6' WATER NUN
T EX6T. E' wAlfR NUN— —
f•,y
Z
LL
m
S
n
W
5
w
a
H�!
Z
x
Q
n
�
F
a
J
�
s
m
a
Z
U
v
a
9
mi
0
WATER MAN
1, IF 10 1, FOOT HORIZONTAL SEPARATION 13 NOT POSSIBLE, THE WATER
1921
- -I LEAST®�— I- -EARIM SHELF LOCATED CH ONE ME OF TKE SEWER OR FCIRCE MANN AT
AX) dVXX UNtmN 0.5 Wam � AND meTrIt AWIM �900 �E PIPE PON BOTH MATElt ANo SEWS! MAM BOTH IXr K U ME I 9UCH AN ELEVATION THAT THE BOTIDW OF THE WATER MAIN 13 ATZ, ftPIE "TERINAL WALL NE EITHER DILP, � 00 MINIMUM WSTALUD EITHER D� OR UK" THE WATER "K INIONEVOL THE
i�
WARD? MAN OVER THE SEINER MAIN 13 PREFERRED.
C� TO MVATE r PALL 4% IF 16 INCHES CLICNIANCE CANNOT or �AINEa, rrwE PPE "TOM
IN P`ACN N
IN Mummm IN;rrmaIi iA wSstI FOR ME SEWER MAIN CAN BE EITHER 01P, OR PVC WATER
AT LIKE MAIN ON,
m OWN me IiimAmw 00 WL WOMFICA11CM TO INSURE WATER 11� MINIMUM CLEARANCE (A
w III MINIMUM COVER O� VA" WAK3 OR FORCE MAINS WALL HE 36
WQfA IF THE INATER MAIN 07AR AT THE
OMM 13 UES3 THAT
X INC111M DUNIP* WALL INE 1M AT THE
`..
i
WATER CONFLICTS.,_
v s• II _ r•„4.71 I. NOW Nh IN WN
a At PAN= RE11 .�
TWIN.---��FOR FIN
0-1 _riI a- -a• . ..
I ;' i
AAAN
35, LAX OSSEO
M142 Z,
6 MAX "tor
MINIMAL MAO NUT
yAlw
LFUKVAM�V� WC
PLAN , r .. r . ,. E. � E: , - •
�. .:E.
�NM. ..
-
--
W m,.� :I
11� MAN
KIM
SECTON WEW DOMESTIC SER
�ra�`ITy 'lp,
SERVICECALL UTUJTY CONTACTS OR ONE -CALL OU
IN THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION 15, TELEVISCN INSPECT[CN AND 5% OMMUTON TEST SHALL BE REQUIRED ON ALL
OF ALL UMJTM AND FOR DAMAGE TO 2, THE CONTRACTOR SHALL MST THE JOB SITE PRIOR .: ,.
SEWERBE SUBMITTED TO THE ENONEER AND CITY OF ATLANTIC W
HIMSELF WITH JOB STE CONDITIONS, ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEIRTANCE. ALL IMIL
REPAIRED SECTIONS MUST BE RZINSPEMED PRIOR TO ACCEFTAHM (FOR SEWER 501M�
I CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE: 18, NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLaMM UNTIL ALL
CITY OF AILMITC
.._
SPECIFICATIONS PERTAINING TO THE NIGEL PROPOSED WATER UNES HAVE BEEN PRESSURE TESTED, DISINTECTED AND CLEARED
STANDARDS D4, ALL WATER AND SPUNLESS ..PER -
_.. _APPROVED BY THE CITY BEFORE
�
OVTJrR ANT I.WItS AML 4FiNEGn]1 ro Tne Enrnna AT pc rmT u-rs wir a mac" �: / �n 4' it7 A' Hd/5E CLVJ►lEi"IION '�" �"fQ'�'
UTILITY sYsmN, OR SERVICES OR STORM PIPES ARE Lacnrm. 19. rt sRA1 BE THE mNTRADroas RESPONSIBILITY AND AT THE cOHTRADITarsEXPENSE TO PROViOE THEE CITY of ATLANTIC BFAa WITH •As-euLr DRAWINGS ON n+Rusr eLo«Ea
d ALL WATER PAINS SHALL NAVE A MINIMUM OF 30• COVER FROM Fl10SHED (RADE N HYLAR OR N FORM AS REWIRED BY THE CITY. sm7
UNPAVED AREAS µ0 36• WNINW COYER N PAVED µFAS, WAITER µ0 SEWER NNNS
ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED FRCM DAMAGE UNTIL 21. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO 'AVM IN EASTING
ALL WORK IS COMPLETED, PoCMS-OF-WAYb e•-io• of a . - Aw sE>.0 rule Ma oaiOE w,c UM n¢EnAsr mrem
P.Y.G HPE WJI Ta up1 vrtx Exe;r, 1. TITIN .
7, A HORIZONTAL SEPARATION OF A MINIMUM OF 10 FEET SHALL BE MAINTAINED BETWEEN 21, ALL DIS URRED AREAS SHALL BE SEEDED AND MULCHED, OR SOLOED AS DINEGTED. a•-pv Ya o, sw .o4rt nE rv.Ysrx1�
PARALLEL WATER PANS µ0 SEWE0. MAINS (INCLUDES FORCE YAHS), WHERE WAITER 'vG 110EO. TI wTT>, LRdE�UII acerin our wTy ,I,A,
AND SEWER DINS CROSS WITH LESS THAN IE INCHES VERTICAL CLEARANCE ILL PVC 22 EDOSTINO ASPHALT SHALL BE SAW -CUT IN STRAIGHT LINES FOR ALL TRENCHES �wpur rs ¢r, d Y �R
PIPE MAY BE ENCASED W CONCRETE FOR A DISTANCE OF 20 FEET CENTERED ON THE ANY DAMAGE TO CITY STREET PAVEMENT, CURB, SIDEWALK, OR 011RR MATERIAL 4-106 4.4 w slr ,owr R.
oI. oR P.v.c. PFc n' rdnl
POINT (P CROSSNO; ORA 20 FOOT SECTION OF DUCTILE ICON 'EWER PPE CENTERED HALL BE REPAIR -D AS DIRECTED µD APPROVED BY THE DIRECTOR OF PUBLIC WORKS. ,�I yY. , —
CN POINT OF CROSSING WAY BE SUBSTITUTED.
THIS SITUATION MAY OR WAY HOT BE of ria p.vc ¢i -
NOTED ON DESIGN DRAWINGS SEE NOTES ON SHEET 2 21 THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSUIY TO ROUTE i� 6• SERINE
PIPES AROUND OTHER PM GR OBSTRUCTIONS /S RECTUM. PFE
0. POURED CONCRETE THRUST BLOONt6 IS REQUIRED WHER ERE WATER MAINS µ0 IXAfO Y °tl0G ��. 5 do
FORCE MAINS ARE 1ERMINATED µD AT ALL TAPPING TEM 24, ALL EIOSTDNC INIUTIES HAVE BEEN SHOWN ON THE PUNS FROM THE BEST AVAILABLEr�m IsEE NOTED W1E ua Iv K
INFORMATION. THE OWNER SHALL NOT BE HELD RE5PONSBLE FOR INACCURACIES OfiSINGLE WYE PLAN
D. UNSATALE MATERIALS UNDER WATER µD SEWER MAINS SHALL BE REMOVED µ N
OVD OMISSIONS 114E LOCATIONS OR MADE OF FA=T1ES OF TNS TYPE. THE iLOT IA a WK H To Nw a
REPLACED VAIN SaECTED BAoDNjLN PROPERLY COMPACTED TG 959 OF W.WMUM CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATION OF ALL UTWTIES IN L"
Laep ma¢I IN MA ANA
DENSITY. (SEE GENERAL NOTE jB). CONSTRUCTION AREAOC
LOCATION SHALL BE MADE IN ADVANCE R CONSTRUCTION IN LLxinc mag 3/4' 2L' THREADED
MER Twa CONFLICTS WAY BE =QLYED, C1 PLANS — SANITARY SERVICE CONNECTIONS E EQLn W/ NunMEN
ANA
DI
10, THE CONTRACTOR SHALL COORDINATE THE WaM WITHIN THE CITY RIGHTS -CF -WAY SANITARY SENDER TYPE V MMH E ss
WITH ONE PROPER AGENCIES IEAGENCIESFOR MAINTENANCE OF TRAFFIC µ0 METHOD OF 25. ALL PWNG AMMM VENTS µD LOCATIONS, µD LOCATIONS OF PIPING NOT SHOWS, DF STP IOI1T vvE
CONSTRUCTION AND REPAER. SHALL BE PROPERLYrUERIONCED AND RECORDED ON THE RECORD OAS -BULK
ORAWN(S 0/4
11, ALL POTABLE WATER AND SEWAGE FORCE MANS 4 INCHES AND LARGER SNARL BE C-DDO, DW, AND FxasT rnAnE .QT nrMart, SEE XTAA
DR IB, CLASS ISC, PVC OR DUCTILE IRVL CL46 = OR BETTER. 2Jf, REMaWSPECIAL PAY LIMIT FOR ALL IXRIVEWAYS .� Ew+� Aro m U, T a.AMP w/ f EDI IRU rTE1 IOI1
REMOVE Atm REDUCE ORIYGUTT VA GUTTER TO EDGE OF ASPHALT PARACENT. PIC gOBpz ,may WN SUMP WASISRS
12 ALL GRAVITY SEINER MANS SHAH BE SDR 35 PVC C[NFOTaIWO TO ASN 0.7034 OR REPLACE NlA1D Vlfm ANO GUTTER WITH 18. Oq(YP CURB AND GITTEL (ERNE TO GRAIN. suruRr seAER Ck � ) ar a THalrtn
re•u• pTNaaE rw
DUCTILE IRON MASS 50. C0RIFORYWC TD ANS A21.500 AS RE7AlIRED. 27. ALL NEW SANITARY 56Yrc"Ti PR SCHEDULED TD REFUGE F)75TIN0 (PANTY SANITARY SEWER P^0 �. aux w FUER vrrt e• stTr+cE PRE
SHALL BE INSTALLED AT ]EXISTING MANHOLE INVERT EL.EOATIONS, AND WITH UNFORY SLOPE vuDG ANUIDfl STRAP
iJ ALL GALE VALY6 SNARL BE PRESSURE
NG STEM TOPE µD STALL EC SUITABLE FOR R OR GRADE BETWEEN VNVERM GRADE SHOWN ON PLANS WAY BE AD.USTED AS ARPROVED. —1.0 s u2e _ I
PSI NON—SALVE WORKING PRESSURE OATS VALVE SHRILL L B S MECHANICAL ,TONT OR PREPARE OJT SHEETS WITH INVERTS AND CALCULATED GRADE PER SPECS II °q,c4oPr0u q sEE — A
M&H,FLANV LLER,VALV9i111.1_ BE DR EQ BOGY, ALVERg BOXFITES
N VA_REW SHALL IO CLOW, —� NEdAN1cAL .Dani wDc
MtrN, NUEl1FJR, OR APPROVED EQUAL vA-Ye emEs wnR SCREW EMFNSTOHS sww. 2R. ALL EXISTING WATER PPE, INCLUDING SERVICES, SCHEDULED TO BE ARNANDONEI MIs Epi Imw1c
BE OF CAST LION CONSTRUCTION, 3/5 INCH MINIMUM WALL TNCNT�SS µD SCALL BE SHALL BE REMOVED IF WITRN TRENCH OF NEW WATER MAIN. OR WTNIN TRENCH W a, svd �i yTo,pO, w
As
HON -TACKY TAR ENAMEL COATED. ME WVm •SEWER• SHALL BE UST IN THE COYER OF NEW SERVICE, UNLESS OTHERWISE DIRECTED. mp
FOR VAVALVESm am. R0N u
1ST. WrJW.
ON FORCE MAN. /11_ LATE VALVESINSTALLED SHALL OPER BY TURNING1nE Ate• �WT7i>S� sECnaN A -A
TO THE LEFT (COUNTER -CLOCKWISE] WHEN NEfFD FROM THE TCP. VALVES SNAILS. T. LONEN'cTm snMa PRo nE AN MfOVAR sVEPLr IF 11010A•U EmuTcs TO MEETacnDu EIFID canlnoNs NOTE
HAVE RESILIENT ScA1S FOR ALL 041ER PROECi NOTES, SEE P.UR SHEETS z mOVOE Amain H•2TIxc Pm_N, sTanER a HaDSE mroscTux ,TED MPIgtFO TRNI9TDJN caxUw N A STRAIGHT RDDI DEAD EDD INSTALLATION IRE
11. HYDROSTATIC AND LEAKAGE TFSTIN µ0 DISINFECTION OF THE WATER MAINS IF SPECIFICATIONS.CONFLICTS
ASE VALVE SHALL HE TED TO THE NUT UPSTREAM lei
INSTALLED SHALL BE PERFORMED N ACCORDANCE WITH THE CITY OF ATLANTIC �EgFlCATIDIIS PPUN�NTO R WILL COY17i11. �wtt:Nryry ma PLAN NOTES AND; E SExA�CE AT IOGY TIION OrtE[IFn a! THi OK FfP µ0 E �� A ��• FPE .!DIRT W/ 904cEi CLAMP AND TIE -BOOS
FLORIDA, STANDARD SPECIFICATIONS A REPRESENTATIVE OF THE CITY OF
NDE: ALL APE A FrmwS
ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST, SENT T- SANITARY SMN� � SHOWN VARY IN SZE
THE TEST 15 TO BE CUMED BY A REPRESENTATIVE OF THE DESIGN ENGINEER GENERAL NOTES FOR U77UTY INSTALLATION W ti/Emm EU•dn Awn AIFTAW
W
N
n1
zIn
aw
W
AIR
a
5
Z
x
Ir I_
U
o
I
o
ren
z
'_�,,
”
Q
n
<
=
o
�i
F
S
J
a
=
N
m
U
O
a
�
�
�
T
o�
0
F9
OVTJrR ANT I.WItS AML 4FiNEGn]1 ro Tne Enrnna AT pc rmT u-rs wir a mac" �: / �n 4' it7 A' Hd/5E CLVJ►lEi"IION '�" �"fQ'�'
UTILITY sYsmN, OR SERVICES OR STORM PIPES ARE Lacnrm. 19. rt sRA1 BE THE mNTRADroas RESPONSIBILITY AND AT THE cOHTRADITarsEXPENSE TO PROViOE THEE CITY of ATLANTIC BFAa WITH •As-euLr DRAWINGS ON n+Rusr eLo«Ea
d ALL WATER PAINS SHALL NAVE A MINIMUM OF 30• COVER FROM Fl10SHED (RADE N HYLAR OR N FORM AS REWIRED BY THE CITY. sm7
UNPAVED AREAS µ0 36• WNINW COYER N PAVED µFAS, WAITER µ0 SEWER NNNS
ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED FRCM DAMAGE UNTIL 21. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO 'AVM IN EASTING
ALL WORK IS COMPLETED, PoCMS-OF-WAYb e•-io• of a . - Aw sE>.0 rule Ma oaiOE w,c UM n¢EnAsr mrem
P.Y.G HPE WJI Ta up1 vrtx Exe;r, 1. TITIN .
7, A HORIZONTAL SEPARATION OF A MINIMUM OF 10 FEET SHALL BE MAINTAINED BETWEEN 21, ALL DIS URRED AREAS SHALL BE SEEDED AND MULCHED, OR SOLOED AS DINEGTED. a•-pv Ya o, sw .o4rt nE rv.Ysrx1�
PARALLEL WATER PANS µ0 SEWE0. MAINS (INCLUDES FORCE YAHS), WHERE WAITER 'vG 110EO. TI wTT>, LRdE�UII acerin our wTy ,I,A,
AND SEWER DINS CROSS WITH LESS THAN IE INCHES VERTICAL CLEARANCE ILL PVC 22 EDOSTINO ASPHALT SHALL BE SAW -CUT IN STRAIGHT LINES FOR ALL TRENCHES �wpur rs ¢r, d Y �R
PIPE MAY BE ENCASED W CONCRETE FOR A DISTANCE OF 20 FEET CENTERED ON THE ANY DAMAGE TO CITY STREET PAVEMENT, CURB, SIDEWALK, OR 011RR MATERIAL 4-106 4.4 w slr ,owr R.
oI. oR P.v.c. PFc n' rdnl
POINT (P CROSSNO; ORA 20 FOOT SECTION OF DUCTILE ICON 'EWER PPE CENTERED HALL BE REPAIR -D AS DIRECTED µD APPROVED BY THE DIRECTOR OF PUBLIC WORKS. ,�I yY. , —
CN POINT OF CROSSING WAY BE SUBSTITUTED.
THIS SITUATION MAY OR WAY HOT BE of ria p.vc ¢i -
NOTED ON DESIGN DRAWINGS SEE NOTES ON SHEET 2 21 THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSUIY TO ROUTE i� 6• SERINE
PIPES AROUND OTHER PM GR OBSTRUCTIONS /S RECTUM. PFE
0. POURED CONCRETE THRUST BLOONt6 IS REQUIRED WHER ERE WATER MAINS µ0 IXAfO Y °tl0G ��. 5 do
FORCE MAINS ARE 1ERMINATED µD AT ALL TAPPING TEM 24, ALL EIOSTDNC INIUTIES HAVE BEEN SHOWN ON THE PUNS FROM THE BEST AVAILABLEr�m IsEE NOTED W1E ua Iv K
INFORMATION. THE OWNER SHALL NOT BE HELD RE5PONSBLE FOR INACCURACIES OfiSINGLE WYE PLAN
D. UNSATALE MATERIALS UNDER WATER µD SEWER MAINS SHALL BE REMOVED µ N
OVD OMISSIONS 114E LOCATIONS OR MADE OF FA=T1ES OF TNS TYPE. THE iLOT IA a WK H To Nw a
REPLACED VAIN SaECTED BAoDNjLN PROPERLY COMPACTED TG 959 OF W.WMUM CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATION OF ALL UTWTIES IN L"
Laep ma¢I IN MA ANA
DENSITY. (SEE GENERAL NOTE jB). CONSTRUCTION AREAOC
LOCATION SHALL BE MADE IN ADVANCE R CONSTRUCTION IN LLxinc mag 3/4' 2L' THREADED
MER Twa CONFLICTS WAY BE =QLYED, C1 PLANS — SANITARY SERVICE CONNECTIONS E EQLn W/ NunMEN
ANA
DI
10, THE CONTRACTOR SHALL COORDINATE THE WaM WITHIN THE CITY RIGHTS -CF -WAY SANITARY SENDER TYPE V MMH E ss
WITH ONE PROPER AGENCIES IEAGENCIESFOR MAINTENANCE OF TRAFFIC µ0 METHOD OF 25. ALL PWNG AMMM VENTS µD LOCATIONS, µD LOCATIONS OF PIPING NOT SHOWS, DF STP IOI1T vvE
CONSTRUCTION AND REPAER. SHALL BE PROPERLYrUERIONCED AND RECORDED ON THE RECORD OAS -BULK
ORAWN(S 0/4
11, ALL POTABLE WATER AND SEWAGE FORCE MANS 4 INCHES AND LARGER SNARL BE C-DDO, DW, AND FxasT rnAnE .QT nrMart, SEE XTAA
DR IB, CLASS ISC, PVC OR DUCTILE IRVL CL46 = OR BETTER. 2Jf, REMaWSPECIAL PAY LIMIT FOR ALL IXRIVEWAYS .� Ew+� Aro m U, T a.AMP w/ f EDI IRU rTE1 IOI1
REMOVE Atm REDUCE ORIYGUTT VA GUTTER TO EDGE OF ASPHALT PARACENT. PIC gOBpz ,may WN SUMP WASISRS
12 ALL GRAVITY SEINER MANS SHAH BE SDR 35 PVC C[NFOTaIWO TO ASN 0.7034 OR REPLACE NlA1D Vlfm ANO GUTTER WITH 18. Oq(YP CURB AND GITTEL (ERNE TO GRAIN. suruRr seAER Ck � ) ar a THalrtn
re•u• pTNaaE rw
DUCTILE IRON MASS 50. C0RIFORYWC TD ANS A21.500 AS RE7AlIRED. 27. ALL NEW SANITARY 56Yrc"Ti PR SCHEDULED TD REFUGE F)75TIN0 (PANTY SANITARY SEWER P^0 �. aux w FUER vrrt e• stTr+cE PRE
SHALL BE INSTALLED AT ]EXISTING MANHOLE INVERT EL.EOATIONS, AND WITH UNFORY SLOPE vuDG ANUIDfl STRAP
iJ ALL GALE VALY6 SNARL BE PRESSURE
NG STEM TOPE µD STALL EC SUITABLE FOR R OR GRADE BETWEEN VNVERM GRADE SHOWN ON PLANS WAY BE AD.USTED AS ARPROVED. —1.0 s u2e _ I
PSI NON—SALVE WORKING PRESSURE OATS VALVE SHRILL L B S MECHANICAL ,TONT OR PREPARE OJT SHEETS WITH INVERTS AND CALCULATED GRADE PER SPECS II °q,c4oPr0u q sEE — A
M&H,FLANV LLER,VALV9i111.1_ BE DR EQ BOGY, ALVERg BOXFITES
N VA_REW SHALL IO CLOW, —� NEdAN1cAL .Dani wDc
MtrN, NUEl1FJR, OR APPROVED EQUAL vA-Ye emEs wnR SCREW EMFNSTOHS sww. 2R. ALL EXISTING WATER PPE, INCLUDING SERVICES, SCHEDULED TO BE ARNANDONEI MIs Epi Imw1c
BE OF CAST LION CONSTRUCTION, 3/5 INCH MINIMUM WALL TNCNT�SS µD SCALL BE SHALL BE REMOVED IF WITRN TRENCH OF NEW WATER MAIN. OR WTNIN TRENCH W a, svd �i yTo,pO, w
As
HON -TACKY TAR ENAMEL COATED. ME WVm •SEWER• SHALL BE UST IN THE COYER OF NEW SERVICE, UNLESS OTHERWISE DIRECTED. mp
FOR VAVALVESm am. R0N u
1ST. WrJW.
ON FORCE MAN. /11_ LATE VALVESINSTALLED SHALL OPER BY TURNING1nE Ate• �WT7i>S� sECnaN A -A
TO THE LEFT (COUNTER -CLOCKWISE] WHEN NEfFD FROM THE TCP. VALVES SNAILS. T. LONEN'cTm snMa PRo nE AN MfOVAR sVEPLr IF 11010A•U EmuTcs TO MEETacnDu EIFID canlnoNs NOTE
HAVE RESILIENT ScA1S FOR ALL 041ER PROECi NOTES, SEE P.UR SHEETS z mOVOE Amain H•2TIxc Pm_N, sTanER a HaDSE mroscTux ,TED MPIgtFO TRNI9TDJN caxUw N A STRAIGHT RDDI DEAD EDD INSTALLATION IRE
11. HYDROSTATIC AND LEAKAGE TFSTIN µ0 DISINFECTION OF THE WATER MAINS IF SPECIFICATIONS.CONFLICTS
ASE VALVE SHALL HE TED TO THE NUT UPSTREAM lei
INSTALLED SHALL BE PERFORMED N ACCORDANCE WITH THE CITY OF ATLANTIC �EgFlCATIDIIS PPUN�NTO R WILL COY17i11. �wtt:Nryry ma PLAN NOTES AND; E SExA�CE AT IOGY TIION OrtE[IFn a! THi OK FfP µ0 E �� A ��• FPE .!DIRT W/ 904cEi CLAMP AND TIE -BOOS
FLORIDA, STANDARD SPECIFICATIONS A REPRESENTATIVE OF THE CITY OF
NDE: ALL APE A FrmwS
ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST, SENT T- SANITARY SMN� � SHOWN VARY IN SZE
THE TEST 15 TO BE CUMED BY A REPRESENTATIVE OF THE DESIGN ENGINEER GENERAL NOTES FOR U77UTY INSTALLATION W ti/Emm EU•dn Awn AIFTAW
1me
r
AIR
Ir I_
3.4.
DETAIL OF OPENINGS IN PITCH BOiiOM INLETS 2"1'5" I'S' 2' MANHOLE AND INLET NOTES
A ]6' GRATE 1 CONCRETE DESIGN STRENGTH 4000 P.SI.
28' z 00
o 0 o PIPES MUST BE IN CONSTRUCTIONJOINT,
3 MICK MANHOLESOVER 100DEEP SHALL
HAVE 12' WALLL THICKNESS FOR ALL PORTIONS Of
WALL OPEN 10' DEEP.
4 PRECAST MANHOLES AND INLETS SHALL BE IN ACCORDANCE
00 WTH LATEST EDITION OF A.S.T.M, C473
00 5 CHAMFER ALL E>IPOSED EDGES 3/4".
n 00 n 6 INLETS AND MANHOLES TO BE PLACED ON UNDISTURBED
A SEE F sN FOR _ O o SOL HAVING A MINIMUM BEARING CAPACITY OF ZODO P.51.
`SECiTiDII aA An SIZE rS OPENING END NEW T
2 TYPE "Co ONLY 7
NOTE: OPENING MAY BE CONSTRUCTED AT EITHER END OR BOTH
ENDS AS SHOWN ON PUNS TYPE "C" OR 'E'
T —{�-1 1/20 8 BARS
-----, EACH ELATE SHALL / 0-s' 0.0.B.w,
HAYS A AN, CITY STANDARD FRAME
2-1/4" r----1 I`AORT IF z4a IDS. < AND COVER
.1 I I i 2_, /4• FRAME `GROUT
•I i 13 I I IMALL 4' WFJR
BRICK Z CIN STANDARD FRAM[
AND COVER
I-- - _ SNICK
L---- QT �T AM F
o In DRONING SAINT
pd WHERE REQ'D
B. e m , B. - 4.-0.
3'4'
{'4•
5 3/4' 2'0" 5 3/4• Yo• I/2" CEMENT PLASTER I
INSIDE 8 OUT I 0'
6• I
GRAZE I y—y--~-
1 GRA E I I I WOR EL TED 1 K-12' O.C.B.
6'-4' MIN. 14-12. O.C.B.W.
-j worm Ya
2' CL
vkm fFOJT M
8" I CROUT d2 B I 1/2'-1' 1 mtAM-NEIL• . eAu d'
1/2"-1' I RAM-Nu<m 2' a I I RE qm m
2" CL I I JOINTS WHERE I I B Q�yX DROP kmlwx uwn
_ I I REONRID 1.(1-12' O.GB.W v CIPS-sioK IS ��H:Nia1O
L--- —J 12" 0.C.B.W. I ---- OrIcIrTIRCR Tows vyar ams 4 E
— 14— P4 -B' O.GR.W.
14-6' O.CB.W. m 04
_nTE 60C• CURB INLET MOD "E" INLET
NOTES: 1. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT
2. ALL CONSTRUCTION AND MATERIALS SHALL MEET CITY OF ATLANTIC BEACH STANDARDS.
3. AWES GREATER THAN 8: MAY BE APPROVED IN THE FIELD BY THE CITY TO FIT CONDITIONS
AND SAW TREES PROVIDING PROPER SLOPE AT PROPOSED DRIVEWAYS ARE MAINTAINED
4. FOR SLOPES ABOVE MAXIMUM, EROSION CONTROL REQUIRED
ASPHALTIC CONCRETE
TYPE -I (CITY STD.)
3 3U I 3p A
Il^ p' 0'
A
uACNUN
VIEW
6" COMPACTED UN.EROCR EASE. MIN, LB.R. 75 fTM
100 S MAX. DENSITY - A.A.S.H.T.O. T-100 vA+s
PRIME COAT BASE TO F.D.O.T. STDS.
12" CONSTRUCTED SUB -BASE YIN. L.B.R. 40
MAX. PLASTIC INDEX OF 6, COMPACTED TO oI unI am (x+wc1
98S MAX. DENSITY - A.A.S.H.T.O. T-180 1/4•
a. '
_INx
SECi1C11 �e
FILTER FABRIC k�{TIiITA sinal aw
STAPLED TO
POSTS ` \2 x 2 WOOD POST DROOP CURB (OI ENST IAaPf:S IBMu.E
IC DID, f RECCIISIRUCT DA3/CVRO a QETRR)
4• OL ILL ILI cue v soDrN1
ORAW THINBnaI ^ TRANB"ON
�i' ice: s. V4• wF. Ir 'unrcolowEXCAYAX 4m 5ECTCH A -A LTri IT
A �Sv
mFAI.t NOI{3
_ 3
BUS EUN Ar HE IDaLHB ; Bu¢ A EACH C IsossarA unNs
I a 1 WTIERMEd ATE RAMPS A Su[G TO THE «rm`wx A XOEIIHA Fla cul BE uHER
A wsTSc TO RnMr ae aew uAnUNc a wanP.cnvL
NOTL' RACE SPOIL MATUMAL ON 1 aAw IACAOcfs AAE TO K NJINMTED WN um IN ma.oeuxtt
OF TABIC NM CR IS!WIA X YAAIONG DETAI5 AT SHONN N 111E MMi
1 s A 0.IaI v� TID WO2 PDZSW/HI IAHr W.VY A(RmSS
s NnoN -
3 A RAurS i0 aE is NOT TED TI AIL LICIONWItl Bma G 0.AK kYN
FABRIC SILT FENCE —'" ASIS a PAYR I I "°T CG ST MTD W PSIM C
0. Bl$I Cf PATYFIIF. CCNTPJ.CT NMT PACO ETTA$19{D IN THE
d AGONAL RAMPS FROF)CISAL Frill ssEaux.
E. THIS STAIDAPO IS HOT INT101I TO K ASSOJV MAIL
A OERAMN.LRORS TO BE MADE N TK- fIFJD.
0.15' 7. Y CHB MTfN UMM w NOEL DLNR RAIw TO BE iW cJNS•
E G to I ANNWATE ILI WYNw RATE r aTIFR To Elm /f
Tlwmmx NE41 THE nam a IAlTm1 OETALS BNLAA. (ANA
TP.Il19TYY1 um4tm SHALL K T-0'.
a. SUOaMI( AOTH TO MEET FEQRDll1A cY THE COM NO
N STROARms ffa jt NO 9[CFUTIXi BUT Nor 1L35 THIN V' %
B. ,NL NEW CfMCRIE Run stmAQs TO �£ BTO011 iTd9l
H J B D F
STAKES
(3 PER BALD TYP. SIDEWALK RAMP FACILITY
1 NAY IDLE
r--------------- _ GRAM
M Y 0, ��
y M vol
R.C.P. Y
r p=
J is,,
1101ESe �1' YIN,No
f%'
uaetir.IrrRes•�uclrEarelta�c�EE�Eerrnarwa�wr.cr��:rcTlaDlra� -
iZ�i]�FSiiISYF�F#:il6i�lt6I�70UR1G1ai1S1�fit�iif.)�'I If.m
D:
k
v+♦
c�'t�'
.r ♦
l
y
1aP
F•„�I
f
�
MTI
A
uACNUN
VIEW
6" COMPACTED UN.EROCR EASE. MIN, LB.R. 75 fTM
100 S MAX. DENSITY - A.A.S.H.T.O. T-100 vA+s
PRIME COAT BASE TO F.D.O.T. STDS.
12" CONSTRUCTED SUB -BASE YIN. L.B.R. 40
MAX. PLASTIC INDEX OF 6, COMPACTED TO oI unI am (x+wc1
98S MAX. DENSITY - A.A.S.H.T.O. T-180 1/4•
a. '
_INx
SECi1C11 �e
FILTER FABRIC k�{TIiITA sinal aw
STAPLED TO
POSTS ` \2 x 2 WOOD POST DROOP CURB (OI ENST IAaPf:S IBMu.E
IC DID, f RECCIISIRUCT DA3/CVRO a QETRR)
4• OL ILL ILI cue v soDrN1
ORAW THINBnaI ^ TRANB"ON
�i' ice: s. V4• wF. Ir 'unrcolowEXCAYAX 4m 5ECTCH A -A LTri IT
A �Sv
mFAI.t NOI{3
_ 3
BUS EUN Ar HE IDaLHB ; Bu¢ A EACH C IsossarA unNs
I a 1 WTIERMEd ATE RAMPS A Su[G TO THE «rm`wx A XOEIIHA Fla cul BE uHER
A wsTSc TO RnMr ae aew uAnUNc a wanP.cnvL
NOTL' RACE SPOIL MATUMAL ON 1 aAw IACAOcfs AAE TO K NJINMTED WN um IN ma.oeuxtt
OF TABIC NM CR IS!WIA X YAAIONG DETAI5 AT SHONN N 111E MMi
1 s A 0.IaI v� TID WO2 PDZSW/HI IAHr W.VY A(RmSS
s NnoN -
3 A RAurS i0 aE is NOT TED TI AIL LICIONWItl Bma G 0.AK kYN
FABRIC SILT FENCE —'" ASIS a PAYR I I "°T CG ST MTD W PSIM C
0. Bl$I Cf PATYFIIF. CCNTPJ.CT NMT PACO ETTA$19{D IN THE
d AGONAL RAMPS FROF)CISAL Frill ssEaux.
E. THIS STAIDAPO IS HOT INT101I TO K ASSOJV MAIL
A OERAMN.LRORS TO BE MADE N TK- fIFJD.
0.15' 7. Y CHB MTfN UMM w NOEL DLNR RAIw TO BE iW cJNS•
E G to I ANNWATE ILI WYNw RATE r aTIFR To Elm /f
Tlwmmx NE41 THE nam a IAlTm1 OETALS BNLAA. (ANA
TP.Il19TYY1 um4tm SHALL K T-0'.
a. SUOaMI( AOTH TO MEET FEQRDll1A cY THE COM NO
N STROARms ffa jt NO 9[CFUTIXi BUT Nor 1L35 THIN V' %
B. ,NL NEW CfMCRIE Run stmAQs TO �£ BTO011 iTd9l
H J B D F
STAKES
(3 PER BALD TYP. SIDEWALK RAMP FACILITY
1 NAY IDLE
r--------------- _ GRAM
M Y 0, ��
y M vol
R.C.P. Y
r p=
J is,,
1101ESe �1' YIN,No
f%'
uaetir.IrrRes•�uclrEarelta�c�EE�Eerrnarwa�wr.cr��:rcTlaDlra� -
iZ�i]�FSiiISYF�F#:il6i�lt6I�70UR1G1ai1S1�fit�iif.)�'I If.m
+• Two yr azll BRWLs Iaur � LDtiNR THAN BOTT06 aF d0 f1AlS J • •MAR -YAC FILTER FAB RIC JAC!(ET\
JgNT
STAKED HAY BALES OR EQUAL
MITERED END SECTION PIPE JOINT WRAPPING DETAIL
NTS
I
D:
k
W
c�'t�'
l
Rif
Ii
F•„�I
�
MTI
T:LSi
3
f
W
RN•
S
EAT
Z
OZ
y y
a a a
O
�
Mb
Iu
a
�
Z
C3
Q
®iIsr
Z
�
1�
a
��rtll
J
m
G
}G
O
+• Two yr azll BRWLs Iaur � LDtiNR THAN BOTT06 aF d0 f1AlS J • •MAR -YAC FILTER FAB RIC JAC!(ET\
JgNT
STAKED HAY BALES OR EQUAL
MITERED END SECTION PIPE JOINT WRAPPING DETAIL
NTS
I
l
Ii
�
T:LSi
+• Two yr azll BRWLs Iaur � LDtiNR THAN BOTT06 aF d0 f1AlS J • •MAR -YAC FILTER FAB RIC JAC!(ET\
JgNT
STAKED HAY BALES OR EQUAL
MITERED END SECTION PIPE JOINT WRAPPING DETAIL
NTS
I
l
Ii
�
f
RN•
y y
a a a