HomeMy WebLinkAbout1999 05 24 Regular Item A
COMMISSION AGENDA
May 24. 1999
Meeting
Consent
Information
Public Hearin~
Re~ula r XX
ITEM A
MGR.~
/r;:{
REQUEST: Community Development Department, Planning Division, presents to the
Commission, for their action, the recommendation of the Planning and Zoning
Board as it relates to the Final Engineering for Winter Springs Retail Center.
PURPOSE: The purpose of this agenda item is to present to the Commission, for their action,
the recommendation of the Planning and Zoning Board as it relates to the Final
Engineering for the proposed Winter Springs Retail Center. The proposed center
is located south of SR 434 and approximately 600'-700' east of Hayes Road.
APPLICABLE CODE:
Section 20-459. Corridor Design Review Board
The Development Review Committee shall serve as the Corridor Design Review
Board for developments in the New Development Area Overlay Zoning District of
the S.R. 434 Corridor and shall review such developments for a unifying theme
according to the design standards and make recommendation(s) to the Planning
and Zoning Board......
Section 9-346. Prohibitions
Except that used for a single-family dwelling, no parcel ofland within the city shall
be developed or improved by construction of any nature without a site plan having
been first submitted, reviewed and approved as herein set forth, such approval to
be valid for a period not to exceed one (1) year. Upon receipt of written
application, the site plan review board may extend the approval for a period not to
exceed six (6) months. If development has not commenced within one (1) year
from the date of approval or within any extension period authorized by the board,
the approval of the site plan originally submitted shall be considered null and void
and no development or improvement of any nature may take place until such time
May 24, 1999
REGULAR AGENDA ITEM A
Page 2
as a site plan is resubmitted for review and approval as set forth in this chapter.
No building permit shall be issued by the city until the site plan has been finally
approved by the board or the city commission when applicable. No work of any
nature shall commence on the property until a building permit has been issued,
except with the express approval of the board or the city commission when
applicable.
Section 9-347. Duties.
Any person desiring to develop or improve any parcel of land as provided for in
this chapter shall first submit to the site plan review board a site plan. Such site
plan shall be reviewed for compliance with all city ordinances, for conformity with
the city's comprehensive plan, for compatibility with locally recognized values of
community appearance and design, for conformity with the guidelines established
by the city council concerning vehicular traffic access, ingress, egress, internal
circulation, parking; concerning emergency vehicle access and concerning
pedestrian movement; for assurances of satisfactory utility service for the health
and welfare of the community; to assure compatibility with other improvements
and the need for adequate light, air, access and privacy; to assure that the natural
qualities and characteristics of the land will be preserved and that the project site
will be appropriately landscaped and provisions established for the maintenance of
same; to assure that adequate setbacks will be provided within the planned project
and that provisions are made for the supervision and maintenance thereof; and to
assure that the aesthetic and architectural details of the planned project are
compatible with the surrounding area and serve to enhance the character of that
area. The site plan shall be reviewed by the board and approved, disapproved or
properly referred by such board in accordance with the results of its review.
Section 9-73. Form and contents of final development plan.
(a)
(b) Additional engineering/plans to accompany the final development plan/plat:
(1) Potable water including fire protection systems.
(2) Sanitary sewer.
May 24, 1999
REGULAR AGENDA ITEM A
Page 3
(3) Drainage and stormwater management facilities, including
underdrains.
(4) Bulkheads.
(5) Excavation and fill.
(6) Sidewalks, bicycle paths, and bridle paths.
(7) Streets and curbs. Street grades and elevation shall be established to
minimize the need for underdrains. In soils where high groundwater is
found or suspected, cuts shall be minimized in order to reduce the need for
underdrains. Wherever along the proposed roadways projected
groundwater elevation is less than one (1) foot, six (6) inches below the
bottom of swale (or bottom of road base where curb and gutter is used),
underdrains shall be required.
(8) Soils explorations. The results of comprehensive soils explorations,
evaluation of results and recommendations by a city-approved soils
engineering and testing firm. The soils explorations work shall include as
a mInImum:
a. Results of borings located by a survey at suitable intervals along
the proposed roadways; classification and properties of soils
encountered; and groundwater elevation to United States
Geological Survey datum found subsequent to making the borings.
The evaluation of the results and recommendations by the soils
firm shall include as a minimum: Recommendations on the type of
base construction; projected high-water elevation to United States
Geological Survey datum along the proposed roadways, need,
design, size, location, depth and details of underdrains; and a
recommendation on the elevation of street grades, including depth
of cut. The results of the soils work, evaluation of results, and
recommendations shall be incorporated into the plans and
specifications submitted for review.
May 24, 1999
REGULAR AGENDA ITEM A
Page 4
b. If during construction of improvements, the city determines in
the field that soils and/or groundwater conditions are found to be
different than shown in the data submitted with final development
and engineering plans, or there is a question about adequacy of the
approved plans caused by conditions found in the field, the city
shall have the right to require the performance and submission of
additional soils work and/or to require modification of the
previously approved design plans including, but not limited to
modifications of street grades and/or installation of additional
underdrains, use of soil cement base course, or other modifications.
(9) Lot grading. At the time final engineering plans are submitted, lot
grading and drainage plans shall be submitted for review and approval.
The plans shall show minimum floor elevations for all homes, existing
topography, grading of all lots, and any drainage improvements proposed
or required on the lots. The lot grading and drainage plans shall show the
lot lines, existing topography (one-foot contour intervals), and proposed
lot filling, grading and drainage at a scale of one (1) inch is equal to one
hundred (100) feet (or larger) in general accordance with FHA standards
for lot grading. Substantiating soil borings, evaluations and studies shall
also be submitted to document soil conditions, projected high-water
groundwater elevation on the lots, and adequacy of the lot grading and
drainage plans.
(10) Street lighting plan, demonstrating power company participation.
(1 ] ) Landscaping plans. Where site is commercial, industrial, or
multifamily in nature, landscaping plans shall be presented along with the
final development plans, unless specifically waived by the staff at the time
of processing the preliminary plan.
Section 9-74. Action on final development plan; expiration of approval.
(a) ..... The final development plan may be approved if it complies with all
relevant regulations included in this chapter. Approval of the plan shall be subject
to fulfillment of all conditions specified by the city staff and sanctioned by the city
commission. Action to approve a final development plan shall be taken by the city
commission within thirty (30) days after receipt by the city of the complete plan
with all supporting data required by this chapter.
May 24, ]999
REGULAR AGENDA ITEM A
Page 5
S.R. 434 CORRIDOR VISION PLAN, New Development Area
CHRONOLOGY:
November 12, ] 998
- Final Engineering submitted
March 30, 1999
- Development Review Committee convened
April 7, ]999
- Planning and Zoning Board convened
FINDINGS: The Staff has determined that the final engineering for Winter Springs Retail
Center meets all code requirements.
RECOMMENDA TION:
The recommendation of the Planning and Zoning Board is "to recommend to the
City Commission that they favorably approve these plans contingent on the March
30, 1999 Development Review Committee minutes, including that if they get the
easement, that the water goes there, otherwise it's Celery Avenue; and that the
design show the mansard roof and so forth as on the sketch presented to us. "
ATTACHMENTS:
November 24, 1997 - S.R. 434 Corridor Vision Plan, New Development Area
March 30, ] 999 - Development Review Committee minutes with
attachments
April 7, 1999 - Planning and Zoning Board Meeting Minutes
- Final Engineering
COMMISSION ACTION:
:.t. ,~ .
. .,'". ~
~'
. .
"
.ft-
,
;..... "
'1." I
~k .
C
~.'''' '.
l'
~.
't ..
, .
, .
!;
.u.J]..ITY COMP ANlES
F NAL CONSTRUCTION PLA'NS
SANIT MY SEWER: CITY OF WINTER SPRt<<JS
WATER DlSTRfBUTION: CITY OF WINTER SPRINGS
~,,,,,
f
ElECTRICAl POWER: FlORIDA POWER CORP.
:;,
TElEPHONE: S~T
ARE/POlICE: CITY OF WINTER SPRINGS
SOUD WASTE: CITY OF MNTER SPRINGS
'"'
,
~
"
,..
tc
'fI'
SR
WINTER SPRINGS, FLORI'DA
~.
~
~
~
C.R. 419
'ei
a:::
.
~
~
~
:I:
~
2
NORTH
SEC. 35
LOCA liON MAP
TWP. 20s RGE. 30e
PROJECT LEGAL. DESCRIPTION
.
LOT 29. ENTZMINGER FARMS ADDITION NO.2. AS RlCORDED
IN PLAT BOOK 5, PAGE 9. PUBLlC RECORDS OF SEftINOLE CO.,
FLORIDA (LESS RIGHT OF WAY FOR SR434) CON TAttING 3.41 ACRES.
I
.
p
DEVEI.OPEIt / OWNER:
eM. .INGI&R:
SUIMYOR:
SOIlS ENGINEER:
MARTIN tt PAllA ISREAL
uTTER GUYS
,. NO. C.R. 427
LONGWOOD. FLA. 32750
; ~ ~ (407) U4-8440
&H._~J~I-
'~ N.. uOss~~f ·
.nut · SPRINGS..1t S270e . :':
(401) 327-71Ob . .
I '
~.~~.
DAVIt ~~~l
200 EAST _ ST.
~t FlA. 32771
(407)322-1451
OOUGI..AS YOVMSH
YOVAISH _ SEINICES
- _ LANE
ALT~.".., FlA. 32114
(407) "4-1313
(/.
...
l;t ~''"~'; i
',11'
,
PERMIT STATUS
DATE DATE
ISSUED EXPIRES
SHEET
:,
t
I
4
I
,
7A
78
I
INDEX OF SHEETS
DESCRIP TIQ.N
-..
NOrI8
UMY
CBIIITIrf PLAN
PAVNI,_a_PLM
lnIJTV 111M
~JILM
INMlION PLAN
ITAfIMII) 00NImIUCm0N DETAU
PLANS ISSUED FOR:
DATE
AMERICAN CIVIL
ENGINEERING CO.
." I. ... lOAD. "Ill .~~".. ftI.D.l."
....... (487) SI7-'fIIO ,jJ (WI) .,....,
~-t8
.~~
:' "
i"
',..
" 4. .~
'~~{#':
:..:/i
;""1';' "
;~;~
'~::.lJ ."-'
,5~1
:~~.
;'i';"i" ,
~, '~:.
:i ':i?~
;~~~~" .
. ""~ '
"" r:,..1.\.....:. .
.~ c'
~~~.
<~';i/ ~
~:;:'
ti~" --, .
i{>~~. ... .
~(~" ','
~c~ .
':~,>._~.~?j.,
;t;~:1
;1('
, '.
. ;
.
'.
, . <4-'
~ONST~CTION NOT~S~'vG~ADING:. .
1. EXlS11NG TOPOGRAF'Y NI)' <iiiilCii$, ARE eASED ON 1M[ FOLLOWING:
SUIMVOR: OOUDNEY ~ a: MAPPERS
DRAWIIC No..: 51-. .' '
DAtt: 7/241t8 .(FELO) .
REVISION OA'It: NOtI:
2. CEOttcHNlCAL SERVICES H.A\f;.aD.. PROVIDED AS REFERENCED mow. ANY
CONfUCT 8E1WEEN N'OfIIA11ON M1ttW THE PERORT AN) THESE CONSTRUCTION
PLANS SHALL IE REPORtED 10, 1M[ ENGINEER UPON DISCOVERY.' THE
CON1ItllCTOR SHALL RE\1lW H .LOW REPORT PRIOR TO 1JIOOIfC.
GEOfCHNICAL D<<It&Jt: .'~AISH ENGINEERING SCIENCES. INC.
REPORT No. (S): PM ...~
DATED: 10/13/18'
J. EXlS1INQ lREES. PlANTS ... SIRJIS WHICH ARE MARKm OR DESIGNATED AS
PART OF THE LANOSCAPIN8SHALL IE cARmJu. Y PROTECTm DURING
CONSTRUCT1O. WHERE 1RUS. PLANTS OR StRJBS ARE ADJACENT TO THE
CONSTRUCTION CARE SHALL IE TAKEN TO PROTECT AND RESTORE THE ORIGINAL
CONDITIONS C6 THE \lEGET AION.
4. DURtNQ CONSTRUCTION. M CONlRACTOR SHALL PROW)[ ADEQUATE OR~AGE
AND PROPER saL EROSION CONlROl MEASURES. AS NECESSARY.
5. ALL SITE CLEARING AND QRUIIN; SHALl BE PERFORMED IN ACCORDANt: WITH
SEC1ION 110 Of' FlORIOA OEPARlUENT OF TRANSPORT AION STANDARD
SPECIFICATIONS FOR ROAD III) IRIOOE CONSTRUCTION. LATEST EDITION.
8. ALL EXCAVATION AND ~T SHALL BE PERfORMED IN ACCORDANCE TO
WITH SECTION 120 rs nc R.ORI)A DEPARNENT ~ TRANSPOTATIOtf STANDARD
SPECf1CATIONS FOR ROAD IIfj IRIOOE CONSTRUCTION. LATEST EDItION.
7. ALL Fll AREAS CREA 1tR THAN 12 INCHES IN HElGHT SHALl B! COWACTED
IN 12 INCH LFTS (MEASURE PRIOR TO COMPACTION) TO 951 MAXUM
DENS11Y PER A.A.S.H.T.O. T-11O.
8. ALL DtS1URIEO AREAS SHALl. IE SEEDED AND WlCHED UNlESS OTHERWISE
NOTED ON THESE PlANS. AlL GRASSING SHALL BE PERF'ORWEO IN NXOR-
DANCf WITH SECTION 570 OF FlORl)A DEPARTMENT Of TRANSPORT AION
SPECIFlCATIONS FOR RKtJ Nt) 8RtOGE CONSTRUCTION. LATEST EDl11ON.
9. AU. DESIGNATED AREAS TO BE 9000ED PER THE PlANS. SJAU. BE PERFORMED
IN ACCORDANCE WITH SECTION 575 ~ THE F.D.O.T. SPECIF1CATIONS FOR ROAD
AND 8RI)GE CONSTRUCTION. LATEST EDITION.
10. THE CONTRACTOR SHALL NOT COMPACT. STA8IUZE. OR CONSTRUCT BASE
COURSE WITHIN LANDSCAPE ISlAN)S ~ MEDIANS.
11. f'NSH FLOOR ELEVATIONS ARE nPlCAlLY 8 INCHES ABOVE DESIGN F1NtSHED
GRAI)[ AT OUTSIDE PERIMETER ~ BUIlDINGS EXCEPT AT ENTRIES AND WHERE
OTHERWISE SHOWN ON tHE GRADING PlAN.
12. THE CONTRACTOR SHALL COORDINATE THE INSTAlLATIONS C#' UTlJTY CONDUITS
(staVES) UNDER PAVED AREAS WITH EACH UTlUTY COMPANY PRIOR TO BASE
INS1 AllA tJON. '
13. OURINC CONSTRUCTION. THE CONTRACTOR SHALL TAKE AU. REASONABlE
MEASURES TO INSURE AGAlGT POllunNG. SIlTING Of OR OISTUR8ING TO
SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING
ORAlNACE SYSTEM AND ADJACENT WATER BODIES 'ANI) WEtlANDS. THE
CONlRACTOR SHALl. BE RE9PONSIl.E FOR COUPL YING WITH AU. PERMIT
COtGTIONS RELATED TO SUCH MEASURES. METHODS WAY INClUDE BUT ARE
NOT lilTED TO. FtOATINO SIL.f BARRIERS. SEDlENTATION BASINS. SEDIMENT
CHEet< DAMS. SLT FENCES. HAY BAIlS. THE UEASURES SHOWN ON THESE
PlANS SHAU. BE CONS1OEAED ......,., AND SHALL NOT DEVIATE THE
CONlRACTOR FROM THE AESPON$IBlUTY TO UUWENT ANY MEASURES
t€CESSARY TO PROW)[ PROTECTION F'ROU EROSION. SEDIMENT A 110M AND TURBIDITY.
CONSTRUCTION NOTES DRAINAGE:
1. AlL DRAINAGE RELATED OON$1RUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH THE ST. JOHNS RNEJt ..M.D. PENT ISSUED FOR THIS PROJECT.
2. All DRAINAGE STRUC1URES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
F.O.O. T. STAN>ARO SPECf1CAtIOHS FOR ROAD AN) 8RIOGE CONSlRUC11ON.
LA tar EDITION.
:So AU. trc:RMAlER DR" PIPES SHAll BE RE1NF'ORCED CONCRETE
PFE(ASlU C-7'. CLASs II).
CONSTRUCTION NOTES PAVING:
1. AU. PAVEUENT CONSTRUC1IoN SHALL BE INACCOADANCE WITH THEaTY Of
WlHTElt.1PMtCS.... ...1IOM SPEClfY;ATIONS.
2. COH1R,"'. .le :~.';j,.... . ., P'OItGRADtiO. ALL. PAVEMENTS TO. ottAIN POSI11VEl Y.
IN=CTIONS ........ 10 PROvtOE A SMOOTH .000000AY.
M( QUES1IONS (JR CONCERNS SHAlL BE MADE KNOWN TO THE
E so THAT RECOUMENOATIONS ~AN BE "ADE PRIOR TO PAVING OR FINAL GRADING.
PAVING SPECIFICATIONS: CONCRETE PAVEMENT
~. ,
1. SPECft..' ATIONS fOR 1HE ..1ERNAL DRIVES AND PARKING AREA ARE AS FOllOWS:
IAIE REOUIREMENl!: '
A). COMPACT TO". ~ AASHTO 1-180 FOR TOP 12-.
I). STABIJZE TOP r: TO 75 PSI FlORIDA BEARING VALUE.
PAINO SURF' ACE:
e.0- 3000 PSI .......CCKRETE
~
CONSlRU~TI9~ N~TiS WA~R DISTRIBUTION:
. . ' '. ,J '
1. ALL WATERj~,.at".smEU--;11GIS SMALL II ~TEO
:.o~""'OF~':c~tlIOUIDEN1S,
2. AU. UA1DIALS f'uRNISfd" 'IV 'TIC' 'COH1IAClOR ntS SEC11)N
SHALL BE NEW. HQf GR. AND..." FROM DEFECTS.
3. PRESSURE ANOLEAkACE 1ft1S FOR....Y-IISTALLED.ATER DIS1'Rt8UTION
SYStDt PRESSURE PPESANO .APPUR1INAHCES SHALL' IE PERFORMED
IN CONFORMANCE. ..lHlH can. COUNTY. NI) F'OEP STANDARDS. POTABlE
WATER lEST PRtSSIJRES SHALL BE 150 PSI: DURATION OF TESTS
IS TO IE 2 HOURS. 1[SlS TO BE CONDUCTED PURSUANT TO AWfA ceoo
DUC1U IRON PPE AND toI OF mAT'.uMAIl.E LEAKAGE fOR PVC PIPE.
4. OISINF'ECT POTAaE WA1'EIt'MAINS If aQCORDANCE WITH AWWA C151
STANDARD PROCEDURES FOR DlSlNFtC1*C VIA TER MAINS.
5. ALL PVC PFE UUST KAR THE NSf' LOCO FOR POTA8LE WA 1ER USE.
I. AU. lATER UNE$ SHALL BE INSTALLED IN A DRY TRENCH.
~._- ,.' ',.i1!.-' .,,-,'_"'{-;,:~ ~-,,~'
2. CONTRfCTOR TO PROWE ENGINEER .1M' '1)R'A*' 'or' PRoPoSED
s. ~TS. CON1ROL .JOIf1S AND EXPANSION JOINTS LOCATIONS FOR
EtGNfERS APPROVAL.
U
1. THE ~ WILL OPERATE ,NI) MAINTAIN THE WET DETENTION SYSTEM
PER ~ ST. JOHNS RWO PlJUT f 42-117-1J05AN-ERPREOUIREWENTS.
~-;
CONSTRVCTION NOTES . DRY SWALE AREAS:
1. THE COORACTOR SHALL . INSPECT All EROSION AND SEDIMENT COMlItOL
smEll. F'OR CONFORMANCE It11HTHE. SITE .CONSTRUC1IONS PlANS AN)
F1ELO GlANCES. BAN<S'" a.oPES OF RETENTION PONDS SHALL AL,SO
IE ~.. ED Af'TER RAINFALL EVENTS FOR EROSION PR08LEUS.
2. THE ACTOR SHALL RlPAIt AU. EROSION ANOSEDll:NT CONTROl
m . AS REQl&O FOR CONTINUED f'UNCTION. RE-CRADE" REQUIRED.
TO ..AIT AIM DESIGN CONAQlMA11ON. ADO SOD AND SIlT FENCES AS
REQUIRIO TO PREVENT SIl. tA110N F'ROU EXITING M: SITE.
3. MOl RE1EHTION a SWALES AREAS REGUlARlY TO MAlNTAt4 WEED AND
OVEROllOWTH CONTROL
4. INSPECT . RETENTION AREAS PERIODIC AlL Y FOR ACCUUUlA TION or ~8R1S
AND TRASH. PROPERl. Y I)ISPOS[ OF AU.; DEBRIS AND TRASH IN RE1ENTION
AREAS.N<<> CONVEYANCE "ALES. .. '.
5. INSPECT'SWAlE AREA 8OnoMS FOR DEPOSITS (S SAND AND/OR SLT
AND RU)VE. ·
6. PERCOLATION PERFORMANCE SHALL . EVALUATED YEARlY FOR EACH DRY
$WALE ME AS. THE $WALt AREAS SHAlL PERCOlATE STORED WATER
WllltN 72 HOURS OF ntE .END f7 THE DESIGN RAWAU. EWNT. 8Onow
..~ SHALL . PERFORMED AS REX1UIREO BY EXERCISINC THE FOlLOWING
PROCE1IJItE:
A. (IEYOVE 4 TO . INCHES Of' SWALE AREA BOTTOM MATEIIAL AND
tCARIF'Y EXCAVATED 8Onow.
a. ~ACE EXCAVAlEO MATERIAL WITH WAN SAND MAlQIAlTO
DESCH GRAD AND _ AND WlCH PER ORICtfAL DESICJtt.
CONSTRUCTION NOTES SANtlARY SEWER SYSTEM: (
,. ALL'" COUlC1IOH. ttSTEM 1ELA1ED ITEMS SHALl. BE CONS1lNClED
It.. ACCORDANCE .". aTY ST.--' THE FlORl)A DEPARNENT
or ~AL PROTECtION. AND' HEALTH DEPT. REOUIREUENlS.
2. . F, UNJUITAILE MADM. ..tHE w:NTY CW SANITARY SEWER LI4E ARE
.f' " route) DURING' CONS1'IUC11ON. M CONlRACTOR SHAll N01'f'Y THE
ENGItEEI .WHO.... DIRECT THE 'OQIf1RACTOR TO REMOVE THE UNSUITABlE
UAltRIAL Aft) Pf'CPME .1't€ TRENQlMo INSTALl THE SOER LtCS IN
. ACCOIIONG IffH AfN 0-2321.' .'
3. AU. SbVEI .... SHAll HAVE A....JIIUU OF 3 FEET Of OOVER 0\0
M:PPE TO FINISH. C1tADE.
* .
.; ,
1~O:i... ~T~U~2~ ~~~:
SQII)." .MID 8'l. ~~ ~ 1HE .
.CON1IttCTOR. nc.~TQG MUSt.KN'PIIOVED .Y.THE .DEPT.
NI)"M PUtMlT1ING 1lIJCY. '. NO ~1IACT.' "OELA\'S ILL IE M.LCMEO
FOR SUCH MOOIFICAlIONS OR APPROVALS.
2. 0U1F~ - JlRUCT PI\[ ORIll1tH OIlICHARGES JtTO OFF- '\
SITE..... ".' ALLS. ~8EINSPECTEO ...y. fORPiO.1ISIJII SEOIYENT 8UIlD-. .
UP . OUlFAUS SHALL _ 1IRlUGH USE (If ..
EMWIOf... t..IITAL. CONna.. . .FEA1UIIES .AS'.. ..... ..... . '. . lOCOHTAtN ANY l11)li-
~~~~,r:.:...~p:~~
. -.nv fOlbEDY. . l1C 'CONlRACTOt1SMAU. .....'ROPRIA'IE F'EA1URES AS
E BY 1M['PIO&Ct .!HQIEIt....'.OU1FALL PROTECTION. .
3. '.' . . PROTECTION ...; MY 0IS1UIIIE0 OR '1EWORKm SlOPES 3:.' 0It
mt SHAU. IE ADEQUAttL Y ~CD1EDFROM EROSIdN. THROUGH
TME USE OF lDFORARY SQDDItG UNlI..'ftDIUMEN1L Y STI8U%ED
SUCH SlDPESSf4ALL NOT II: LEFT UNPROlEC1ED MORE THAN 24 HOURS
OR DURING R"'AU. EVENTS. . ·
4. HAY BALES - 1HESE.< SHALl. BE PlACEO AT M BASE (s MY SLOPE Wt€RE A
RAWALL EVENT COW) ERODE A SlOPE Nil TRANSPORT SEOIUENTS 0Ff-
SIlL 8Al!S SHALL IE oouaE STAkEO." M:OOROANCE MTH STNI>AROS
INOEXIS. f EIOSION OEPOSIlS REACH 111: 'lOP ELEVATION or EXlSTINC
BALES. THEN SEOIDTS SHOULD IE RBIMO. MY DAMAGED OR 1NEf-
FtC1M BALES IIlf. TO IE AEPlACI:D M1H .... ONES. 1HE LOCATION Of
HAY IALES .-rAUATION SHALL IE AS 0IREC1ID BY M PROJECT MANAGER.
5. BA<* rs _AU< OR ..,AN IU1S - MlE SHALL BE PROTECTED
F'fQI SIDIOT IfTAKE UNTl PRO-ECT IS'COiIUTE. ELEVATION OF' GROUND
oulSlOE IUT TOP''$HALL NOT IE tIGHER TQN NE1 TOP. HAY. BALES
SHALL 8[ ItSTAU.EO MCUI) INLET TOP. . A SECON) ROW t1F BAlES SHAlL
IE PlACED ARQUtI) INLET APPROXIUATEL Y 4 - OUTSU F11ST ROW. BETWEEN
ROWS THERE SHALL IE A DEPRESSIONS TO ACT AS A SEDIMENT BASIN.
COUPlE1ED N.ElS .. PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINOlE
UNE f1F BALES TO PREVENt SEDlUENT INTAKE F'ROU OTHER AREAS.
S. CURI..T AKES - THESE INLElS SHALL BE PROTECTED fROY SEDIMENT
INTAKE UNTL THE PRO-ECT IS COMPlE1[. A SLT F'ENCE (TYPE al) SHALL
BE PlACED AROUtI) THE PERIVER OF M: INLET OPENNC IUMEDIA TEl Y
ADJACENT to THE EDGE 0; 1M[ INLET'. ILl EXPOSED SlPED MATERIAL ADJACENT
TO KET SHALl. BE COVERED WITH EROSa* CONTROl MATTING WITH OUTER
lilTS PROTECTED BY A SINGLE ROW rs MAY BAlES.
8. STOCICPUD MAltRIAlS - TIIS MATERIAL SHILL NOT BE lUT t4 EROSION
PRONE "AS UNLESS PR01tC1'EO BY COVDtOR HAY SALES. .
7. OM. Y IGPECTION - Of ALL EROSION CON1ROL MEASURES AND CONDITION
OF ADJACENT PROPEItm SHALL IE PERFORIED BY M CONTRACTOR
REPRESENT A TN[ AND THE ENGINEER OF' 1tCCItD. OEFlCtENCe SHALl BE
NOTED All) CORREClED. OR AT THE DIREC~ OF 1HE ENGINEER OF RECORD.
CONSTRUCTION NOTES. ~RO~ION ~.' ~EDIMENT A TION CONTROL:
CONSTRUCTION NOTES EROSllON CONTROL:
L,<.
1. APPROVED EROSION AN) SEDIMENT CDmIOL!'.. " ASURES SHAlL BE I6T ALLEO
PRIOR TO. MY CWRING. GRADING. EXt.CAVA. . .... . FUNi. OR OTHER LAN)
DISTUI8IC, ACllvrnES. EXCEPT THOSE OPER. JIONS NEEDED TO INSTAll SUCH
MEAsures ,OR UNDERGROUND UTl.IlIES ,.TAQ;ATIONS.
2. saINT'AND EROSION CON1ROL MEASURES .AU. BE IN$TAlLED AND
wAINTAINEO It ACCORDANCE VfH H: YNIJ& FOR EROSION CONTROl (LATEST
3. ~ AND EROSION CONTROl YEASURP sltALL IE INSPiClED OM. Y BY
THE QlnRAClOR AND. NEEDED REPAM OR WAINlMANCE SHALL BE COWP&.ETEO
BlfOREWORIC STOP fl)R THE DAY. ....;.:
4. TEMOPORMY ....T lRAPS ARE ACCIJI-.E"'~ AS THE INI.Ef IS
PRONaY saIDEI).WITH HAY MES._lOI" '. .,' IN D.EVA11ONfOR
5. :r.....~.......IEO..TO :t~. &'I..".,.. _.'. f_"_'_~1MI.......-0. :. . X...'. lION.' .CONlINUOUa.PKAtE. . ........:....... .<.r.y.....1I.;....tIS...:..~....'.~..,'...',.......:.................'. ...._
PJIQ&CT..... . . . .... .'*11 ACCEPTEO 8Y'ltC' ..., ',:' ". ....: " ". c,'. .... ...~..,.,,~<.......'.....:'...,'..:.',.'......'..,. ......:
I. FIIIJIII:2fO IIROPERLY INSTALL....."*' .. '<iCOtf11Ol PR~:.::'p,?;\
7. .~~.s ~. -" .- ."-'.'~f~~,}
".r~~. ..._'~ ..~,
~o. ~,_,l;lil=~-=~r.~~ ~{;
IS "ADE 'READY. _.Jtft~;.::
~?
, ,~
, :l{~STR,VCTl9M ~OTE~ ~~RAt; .
. '. 1.' tHE ,0L1.0WING ODDAl. .111 11ft. y, 'fO AU. CONSTRUCTION AS OO'ICTEO
. ON 1HE PLANS. .
'. 2. AU. PROfIOSG) .TE CDG1RUCllON ~.. PURSUANT TO INfORUA'OON
SHOINON 1HOE.I\ANS AS APPROVEO IV M CITY (E WINTER SPRINGS.
,,3. MJ...CONS1RUC1tOM sttMJ. COWL Y MTH... APPUCAIl.E. STATE. FEOERAL. AND
LOCAL CODES. '. AU. HtClSSARYUCENStS AND PEIUTS SHALl . 08TA1NEO
, IV 1M[ (ON11UC1'OR AT 11G EXPENSE UtUSS PIE'N)USL Y OBTAINED BY
... . THE QJNER. IT aL . THE ~ OF tHE CONlRACTOR TO INSURE
THAT AU. REQUIID PERWfS ME 0811MO AND ARE .. HAND AT. THE JOB
SITE PRIOR TO 'ftC COUMINCE:IQT M' CONSTRUCTION. CONtRACTOR SHAll.
All)[ BY ALL COtDTIONS COMTMe 'IICID. POUTS INCI.UOEO (BUT NOT
tCCOSMIL Y LIlTED TO) ARE: .
- WAl'EIt UANAGODT DISTRICT STORWATER
- DEPT. f6 EN\1ROtMNTAL NOTECT1ON
- FlORIOA DEPT. OF TRIMIFORTATION
- an OF WINTER SPRINGS'SITE PElUT
4. THE EXlSTANCE AND LOCATION OF EXlSlINO UNDERGROUND UTlU1IES ARE NOT
GUARANTEED III) SHALL BE IHw:5T1GA 110 AND VERIFIED IN THE FlElD BY
lME' CONtRACTOR PRIOR TO STARTMJ THE WORK. THE ENGINEER ASSUWES
NO RlSPONSIIU1Y FOR N;CUI~Y (I LOCATION Of EXlSTtC unu11ES SHOWN
ON 1HESE PlANS. PIIOR TO THE ST.' or /tHy CONSTRUCTK* ACTIVITY IT
SHALL BE THE CONlRACTORS RESPOHSaITY TO N011N THE VARIOUS
UTIJ1I.S AND TO MAKE THE NECESSARV.MRANGEYENlS FOR ANY RD..OCATIONS
tS THESE UTlU1B .TH M: OIHJt.OF THE UT1UTY.
5. THE CONtRACTOR SHALL BE AESPONSIMI' FOR AHY AN) ALL COST WHICH YAY
OCCUR DUE TO"'Y DAMAGES CAUSED IV THE CONTRACTOR TO EXISTING
U'1IJ11ES STRUClURS OR PROPERTY. 'tHE CONTRAClOR SHALl COVER THE
ENTIRE COCTS or REPAIR AHD/OR REPLACEYENT OF SAID DAMAGES.
6. THE CONTRACTOR SHAlL PROVIDE COWUTE wAS-BULTSw INF'ORWATION TO
THE ENGlER RElAT'\{ TO THE LOCATION IIJ AU. WATER lINES. WATER
SERVICES. VAL\O. SEWER LINES. SEIER SERVICES. $TORY SEWER UNES. .
INERTS rs SnJRCTURES. FlNAL RE1EHlION AREAS. f1NISH LOT GRADES AND
CONSTRUCTION BENCH WMKSFOR VERIFICATION. M: -AS-BUlT- RECORDS
SHMl. BE KEPT AT THE JOB SITE All) UPDATED AS THE PROJECT PROGRESSES
'tWO (2) SETS OF RECORD DRAIINOS. ARE TO BE PROVIDED TO THE CITY.
7. ALL HORIZONTAL LA'fOUT FOR StTE CONSTRUC11ON SHALL BE BASED ON THE
~v[D PLAT.
8. THE CONTRACTOR SHALL HIRE A PROFESSIONAL lESTtG LABORATORY AS
NECESSARY TO PERFORW ALL tESTS ABJUIRED BY THIS CONSTRUCTION
AND AS REQURO BY AU. JURISOICltONAL AGENCtES.
9. THE CONlRACTOR SHALL NOTIFY MDtCAH CML ENGINEERING COMPANY 24
HOURS .. ADVNK:[ PRIOR TO ANY TESTIG AS INDICATED IN Ill.. No. 8
M<<:JVE..
10. THE CONlRACTOR SHALL NOTIFY AlL APPROPRIATE unUTY COMPANES Of
11fE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD
AEOUIDENTS: to.UDINO BUT NOT. lilTED TO WATER. SEWER. POWER..
TELEPHONE. GAS MO CA8lE TV COUPANIE$. THE CONTRACTOR SHALl
COOROINA TE THE 16T AI.l.A TION OF UtUItCROUND CONDUITS PRIOR TO
~ASE PREPERATION.
1 ,. FLORIDA lAW (533.151) REOURS THAT PERSONS MAKING EXCAVTlONS IN
Pl8JC OR ",VAlE STREElS. AU..tVS. RIGHT-OF-WAY OR unuTY EASEMENTS
YI1TH HAND TOOlS OR POWER EQlMPUENT WST F1RST OBTAIN 1Nf'000ATION
ON THE M LOCATION Of' UOERQROUN) GAS PIPE lINES. THE CONTACATOR
SHAlL NOTf'Y THE GAS UTlITY A UINUIU OF' 48 HOUR AND A ..AXlUUU OF
5 DAYS PRIOR TO EXCAVATION.
12. AU. WORk SHALL SHAU. BE OPEN TO . SUBJECT TO INSPECTION SY
AUtHDRIZED 1OSOIN1.0F' THE CITY. COUN.TY. 9T A TE. OWtER AND ENGINEER.
'f 13. /MY PROPOSED FCLO CHANGES INCH SUBSTANTIALLY DEVIATE F'ROW THIS PlAN
SHALL IE.APPROVED IY THE,OITY .".,ilNTER SPRINCS AND ltC. ENGINEER PRIOR
, TO 'lME CHANCI.... ..... .1MEf'ILD.
14. UPON NOta: fIOM. tHE. CCltfIlCTOR, 1HtAT THE CONSTRUCTION IS COWUTE
> ... ... ~~1tC: . SHALl MAl([ ,.....1NIII'fC1ION
.:t~.~~' ....:;\. . '.-v..1IC'~1RAf)1QI~.Mlt ..... . (I A!.L ~. NfI)/OR .
:....~......:.~.'...:*....,~..'.'....~.<;. -'..,>~..~..~.......8J. ;~_.'..~.l)t. ...............'.'.'....~.. .f...... ...., . ".' .. '.~" -.... ..}'.' ".COI.. :If:GI. ~t&v.-ru..JCH.' . '.:.=-:E.. TO. "'-..
.;.~;~-ti:. . ,!!=:;c _ .. ..... .....'..,. .,'.,., . m~ .. .,,' ~
.~.:"; "'\' '.,.'.... j z.l . '1 . AtD NPr'ft\IKU ., rftNft
'".' .., '10 r .' .. .' .~' ',<'M .' ". . '. .F ; ; ·
. 1'. THE CON1RCAtOR SHALL TAlC[ AU. NEctssARY PRECAU110NS TO CONTROl DUST.
MUD .AND EROSION DURING CtONSTRUC11ON AND SHAl! PROTECT AU. 'ADJ~ENT
PROPERTIES _ RlGMTS-OF-WAY.. FR(II'OAUAGE BY EROSION. .SEDlUENTAlON
OR OltlR P01EtU*. CONSTRUCTIOItMLATEO CAUSES.
11. THE CON11tACTORWALL TAKE CAIIE~ M CONSTRUCTION TO AYaO
DIS1UR8IIl 1Wt. IXISTIC .SUR'<<YtI)IU8nS. *Y WONUNENl DISTURBED
. . \tliit'~. BE ~ 4T M CONlRACTOR's EXPENSE BY
. ~ ',Z' 11, f-t_~I1H~~~~'\.~ IN1
~ ngr~'t.., . .. ,~;J0101tE~~ ~~
, ~ UEN1S c . ..;JV V_vte .', ." '11ONS. INCltDNC CMANCB Ate
IIP'* t6 ... ;;..-....y :... MADE M1'H. THE JIIffIIlNN. or M .
tNGIIER .. ,,_ 'IETDIHD 11f~t:nt: BASIC DESIGN tnM IS YET.
18. AU. LOCI4." ST'.iJ! ~At;OII*ANCES. POLICES ANO'OR01lO
'RE(M.A11OfrIS'RECMDIIG ..... . AItY.. <IMRICAOES. LIGHTS. stCNALS. "ACE.
E.TC;. . <. SH SHALLAU.. .._ RESPONSa TV OF. THE.. . CONTRACTOR. SAFE ANO
COIMNENT lQtIS OF ACCESS AND EGRESS TO ALL PARlS Of' THE PROJECT
SHAll. BE ....TAINED IY M CONl,RICTOR.
,....
.JjQ.](( (HANDICAP SIGN ONLY)
1. .t..,. ". r- SHALL .. lUCK A. NO 1" IN
. ... .. LETTERS ARE TO . SERIES
~c!~.: 01 .C.. PER WTCO.'.
'l.
2. J:',',i"..OP POImON OF. SIGN SHALL. HAVE REFLECTORIZED
IMOINEEIING GRADE) ILUI . BACKGROUND . WITH
, ,- '. REFUCTORlZE6 LEGEND AND BORDER.
S. ~~~ OF SIGN SHALL HAVE A .
F='.i~~~~) WHITE
'.,I*! SION REQUIRED FOR EACH PARKING SPACE.
,~-'
:("';
5. E" or SIGN SHALL IE" ACCORDANCE WITH
--,-- ..'....,....... CTION 24-23 OF THE YAMUAL ON UNIFORMED
I ~, COHTItOL DEVICES (MUTCO)
7 1/Z"
L
PARKING BY
DISAlLED
PERMIT
ONLY
$1.00.00 FINE
CITY ORD.
~,.
t
f'--
!
TYPICAJ...J:iA.t!QICUSERVEP PARKING
~
J~:.
':~
~~>
1. ou.<<; CONSlRUCTON. tIC CONTRACTOR SHALl TAKE AU. REASONABLE
WEASuRES TO INSURE AGItlNST POLLUtING. sa. TtNG OR DIS~ TO SUCH
AN EXlENT AS TO CAUSE AN INCREASE IN.TUA8IOITY TO THE EXlS11NG
DRAIUtGE SySTEU AND ADJCENT WATER BODIES AND .n.ANDS. M
CONTRACTOR SHALL IE RaPONSIaE FOR COUPl YING WITH ALL PERMIT
COtOlIONS RElATED to. SUCH MEASURE$. METHODS "AY INClUDE BUT ARE
NOT liltED TO.' FlOATING SILT BKttOS. SEDIMENT A 110N BASINS. SEDIMENT
CHECK OMlS.SIlT FENCES.. HAY BAU. THE MEASURES SHOWN ON THESE
PlANS SHALL BE ~ YINUUU ~ SHAlL NOT DEVIATE THE
CONTRACTOR FR()U THE AE$PONSI8l TV TO UUM[NT ANY MEASURES
NECaSARY TO PROVIDE PROTECTION FOR THE EROSION. SEDIMENT ATlON
AND TURBIDITY.
CONSTRUCTION SEQUENCE TO UlNllZE EROSION AND SEOI"ENT A noN AT STORU-
WATER DISCHARGE PONTS:
1. CONTRACTOR TO INSTAU. FOOT TVPE . SIlT FENCES AT SITE DISCHARGE POINTS.
2. CONTRACTOR TO CONSTRUCT POND AND CONNECnNG DRAlNACE AND
OUTF' ALl PIPES AT finAl STAGES OF CONSTRUCTION.
3. AlL GRADING OPERATIONS SHAlL BE PERF'ORWEO WITHOUT DElAY OR
PAUSE (CONlINUOUS OPERATION) UN11l PROPOSED GRADES ARE "ET.
ALl EXPOSED EARTH SHALL BE SEEDED AND MUlCHED OR SODDED
SOON AF1ER GRADING IS COMPLETED.
"'.
,
;>>
~
~
THIS SYUIOL. TO . WHitt D.O. T. THERUOPLASTIC
/
u~ I)
'-:'
SEE DETAIL (THIS SHEET)
RESERVED PARKING SIGNAGE
SPECIFICATIONS
0.
SEE DETAIL THIS SHEET.
I
I.
i
. I
· i I.
12- "IN
12- "N
.HQ1E.S.;
1. EACH SUCH PARkiNG SPACE SHALL BE CONSPICUOUSLY
OUTUNED IN BLUE PAINT. AND SHALL BE POSTED AND WAINTAINED
WITH A PERMANENT. ABOVE GRADE SlCN BEARING THE INTERNATIONAL
SYMBOL OF ACCESSI8IUTY. OR THE' CAPTION .PARKING BY DISABLED
PERMIT ONLY." OR BEARINC 80TH SUCH SYMBOL AND CAPTION.
SUCH SIONS SHAU. NOT BE 08SCURED BY A VEHICLE .
PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE
StONED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED
BY THE DEPARTMENT or TRANSPORTAnoN. .
2. 'LOOT RECOMMENDS .MEASURING PARKING'SPACE WIDTH FROM CENTER
TO 'CENTER BETWEEN 8LUE AND WHITE STRIPES.
HANDICAP PARKING STRIPING
FOR MUL TIPI,.E SPACES
,.
~
'- I
~~~
~ ..
;! tii ..
.. ~
I-i~;
e~~o~
i
Ii.
~
1= .
.. i
~~~
ll:l~-
aB~
e
@S
~ ~ i5
Q
lOW
en
~ ~ ~
- - ~
-j'
~"
........... Z"'-
gj,
........... -
- -
--
~ ~
~~
~~fn
u8~
~~FJj
~ ~ ~
~ t2
~ :z
iiii
~ ~
o 0
i= ~
e:; EJ
8 S
" ...........
'::::'~QQ
N ........... i-
~2i
~ol
>= u ~fi
U c.J Ii
Z i
z~l;
cJ &5 iij
. .. ...>,...,~.r""'il'~I" ".'
~:.~.:;,:.i?,.';~~'..... ',:' ~Z' ........, .....:..~...., .... .'.
.:-." ',,'.'. .'. .' iIil
.:'~ ~ ~!
~~~
~
~
Z
LaJ
U
...J
c' <(
(/) 0
I- w a::
LaJ ....- 0
0 --.J
~ l.&...
Z
..q- ..
t.r') (/)
.~ --' ..q- <-'
<( z
0::: a::: a:::
Z w (/)Q..
Z (/)
'. i2 w a::
0 w
0- I--
(/) z
3:
~
~
Z
-
.
AS H. SICEL TON. P.E.
STATE 01 n.oRI)A
REO. '42752
JOB , 98200
rill twII umR-Gli
SHIIT: 2 OF: 8
'",-
~
~~.
~,~
~<)~
~.'.... -. .... . '. " ''''''.'', '.,
,~
:~
~-',~,'
'-;;.~":"::~ .
~===-" 72"- >-
~
~
~,
'~
~!'"
I~.
'~............
~"
~t.,
~," ,',
' -'""'.
- ~
:~
~
tfj
'<
t/)
~
'~"..- . "'. ". '.. '.., .
.' . ,~<,
.,"1
k.... 'i
~
t.~"
,~
~
c~
c::s
(~
~
,).
:j
.,'""1
~ ~
.~
~
~
~
.~
~
I~
\
'~i \
~ ?
d t,1
-i ("')
\.l
;U~
\ -) I'j
("')7
..... ).
). r::<
c.:.~
-t.?
.of. tJ
::-J"\)
r\) f-
(,.,) ).
, -1
f')
\
:{)
P1
l>
r'
.0
~)
[,1
-U
PI
~)
.t
-<
tJ
rfl
(/)
\)
;;\.J
J1
.'l)
.. 'i
.1
CJ
?
\
\
r,
lJ
;U
o
<
. ---i
lJ
r'l
lJ
lI::l
-<
n
,
.---i
r'l
Z
-l
......",
\
;;oUl.
--, 0
({) ~
J-o
rl P ro
I ({) V>
o ru ,
....>
1 ../'J Pl
S-' Z
- -i
o -0 t..J
'<{"Z
l) .~
....> == Z
o n (;"1
) fTl
;;0;;0
Viru
rln'l
P 0 J~
rl);;o
ru D. ":L
Vi Vi
;;0
o 0 J~
P ....) t:::J
D, l::::J
(/) .~
Zru~
o 3 .~
- -- 0
J Z
J. 0
(.) ~ Z
~. 0
~", n'
Or\)
{" ,
:} P
~ VI
, )
'1 ('(,
--n
~ 0
-- )
(') D
o ((I
(').
"
r _,
fTlJ
Vi
(/J~
P
rl
tJ:1
o
o
^
\
~\
6'
~_\
'3
\ --'-
~
\'\,\
\~
\
~
~t\' ,....j. YO
\ 'I:? \
tJ t,
(:)
\-..~. \
.... r-
~ \-D
t"')~ \'\
.~ /0
-1f, \
"1' :
). \..
... ? ...
?lb, \-D
;.;y .., ~
) ... ~r--
" a}' ;{', \
~...... v
· "i r" (f~ y
~~ \ --\
~ ?\.' ,..,J
~\rf\
>=<
, ')
c._I'
\
\
~y
\
\
~2
\
-\
.~ Y:;
r\)
CD
\
~~~~~~~
tj ~ ~ c)
f~1 tj:--<C ~ ;) ~ ~ ;p
V) '-C~ 1 1:---:
~ ~ ~ ~ ~ ~ f~l
~t.3G;:;-t~~V)
() ~...... l:--c:--c
~ ~ }. II I' f~1 ~
?(J ~ ~~ f\) :\1 II :(
~ ~ ~ ~ () f\) ~
r~! ~ ~ \. ~l f-
~ ..... % f~1
~~ ~~
V) "1
\
-.
~~~q.
.,.. ~ ~ 'to
Q_ ("'I
~ .-. ~-~
~'0~
_____ ~....~. O~
____ ~ v> ~. ~'\,"... ~.. ' -
o ~'1" .",' ~if~
\~_ I
. -.
~"b
..-\ ..-':
.~fI
"7- ,\ \~
~.: .: \\ ----7
,', /---
.. \\,,0~ ~ 7--
6'. \/ ~
\\~ C \~
\~ 'h , --------' ----\
\ \ i. \...--I
,,'" \ -:, ""0
........0 .6>
- ~ .~
~~...... \\J~
c, ~r~ -;; ,
.,:-.-:s:,~' \
" ....rU
T ....'{r.'.
c;:. ..;....v-.. ..
P.t \
\
.
_ g,'" g1k7'OTIS'.." _(,2.S:'
-L-~ rJ"""O · ~ ~ · ~ .-... · ,\T-_~__ //
......... . ~ ~ . ...,...... "'"' ',-,! '~ .
p""~" ,.- ~,.- . 2: ~': '"
,r. a ..
'-.~.
/-'......
\
\" \0
~ ,..,--7
\ ., ',I /____
"}... (\ C'\
(/l ,/
1-.. \5~
"?- \0
---'. 0
~ \0
-V
o
-1'_ \
"}7 ',)
~. ~\
(:0
~
J
)
.,...,
~,i1
(/)
n
J>
I
rl
.-~
,.
"
(..,)
C)
l~
It;
~(j
r1.
"
):.f
-i
l-"f
[)
7
(')
r~
F,
C.)
",
:;.0.
ts
rf'~
!O
~p
! !
! !
! !
hi
rr. i
~l)
r1 -f
~~ ~~
;;0 II
rr1 !-f
~ ~."
.~ ).-
(:J ("I
7. c:
vi ~
~
'7
-f
<VI'''IV1'77'7'1"'l
! ~f1! ~f1! !
i i ! ! ! ! ! !
!~~~~i;~
. I I I . I I I
. .. .. .. .. .. .. ..
.. .. .. .. .. .. .. ..
. I I I , I I ;
.. . . .. .. . . ..
.. .. .. .. .. .. .. .
kJ i L,i ! i h
r1 <"I ~ 0 7. 7j ~ ~
VlPC~Xt~~~
-f-t-t:r-f-f:r
:r.,. :J" ;f.
~l;, ~l~
~-t ~-l
-l 7.J 7.J 7.J ~ !rl "'lJ 7' $.~ r' I ~ !'" !- ..., -f .... r1 ~
~'~~~~~P~~~~~~7~rHg
(> ~ ~"I r ~ ,.! ! t~ f\)! 7'! ! P ~ ...:: !; ,~
! I i !I II I ~ nllJ I ~ i I r
~~;o~~i ~7fi1! 8L~t~;"'7i i !
-<.:: M r1 ~: ,. ~ -< n ~ ~ 0 r., 0 "'1 M'::J
~~88~~-t~~~~97~~ ~~~
~-t~<M~tn,dY:~~~~G ~Mfi
I M V. -f 0 [:I ~ v. V .- t:J "f... X;
I 0 ~ ;1(, ~~ 1"'1 n .... ;IJ -l }. M n }. ~....
.... ...., t:J " 7: ,.. H ~:J. . v
1Mug P~o v.~ u-t~
~u ;; , M7:V.fi1E ~ 0
",, I" J'1j-t:;i- "'{i 7
-< ~ ,.. X; r: ~ }.
7 IV. MOO[:l ~ 0
u,.~ 8r1~~ -t ~
7~ Vl7..., "r-
~ t:1 '7 -t ~ "'1 [:I .;, I
~ v.1"'1 ~ g~ -t 0
< ~~ ~l7u n X;
~ < O~b~ .... ~
['J fi1 7 ~ ,.. VI ,...,
~ d 7~V. ~
X; ~ (;6 c:
~ -l-t ~
:Q QG "
o 7'
..., ~
t:)
CD ~
~ I C l=J
Z /(J Z
n < f'l
- r'l-<
-<
D
/0
v)
.---
\
",-'
J
r"
(0
\0'
y
~~o
~. \
\ -\>
~~) \ \....>)
,-' \>
~\ -\
(/) \-:
{
~
~
:~D
\
\V>
--\
\'17
--\
\.:\,\
r,\
\
" ,
('t)
~.
\
\
\
,~ ,
~.
,r
~~'
\
.-
q.
~
-;-. \
('"" \
~. \
-. ..
('.
~"
';).\
....
.....
.~
'~ ,
r,
.\.,
,-I
rX-J
-
f:
~~
Sln1
cr
-J
<-.>
(".,) -
(~,~~)
~
".
~.
~.-'~. rr"'"' ~.
1"'"1)
E ~
~ ~:
:~
.........
-'-..
0.
'J'
n,
i;
. -
..,
~i~
.f'-
- .
..,
n..
a
r'J
, ....~
~.
"ll
i:j
r,
r~,
'f'
~ ,
<...
..>
:::
.....1
ru
.~
all
t~
I ~::
r-1 ;
---~
't'
~
<T>
-'
'"'"
~.
2
~
(J,)
o
~
r-"'.~~'.~""""""
;.,'
r~ ~
u
&.
~
~
~
-\
; ~.1
~,
"
'J
~~
C.>
~
'.'
, -
,
S 07003'\5"[
C"""""'" r;;;' . ~. r--r. · r-:""
---6 (]'
~ '"
....,
..>
~~
0, U".
V'
-.J
'",.'
~,T_LI
~
,T
t;.
c--'J ~
\
~.1
i.
i.
8
~
'.'
V'
~
~:l
~g
~
.....
~
-.J
,
Y.:
~
\"0
...-=>
#-
or.
g
G
t~ ' ~ ~ · ~ .,... , r= r-r. · .,... ~ ·
,~ ~
": ~ ,.~
<; -
....
..)
0:;.
~'
....
V'.
. ~)
,"
f)
rU
c.)
(~
e: ~
~
~
~ ~
.....
'-'
~
.
...
~
$
t,
~
V'
-.J
c'
0,
'.....J
<.r
~
C>
('.
.
\
,
.
, O.
. "'J,-_l
, '.,0
, ,
.
C)
fll ,
rf~~ ~ ~
/DI
--<:
,
1> .
< , ~,,;
r'l , ;;-'
Z b'
C~~ ·
rTl' y.: Y
\7
~ .,~~
,. .f.
l ~ .J?
, .t.
Z tJi
(".l . ri
--t (5\ , 2',
{:J C"~ . ~:;
~ "'~
~ /0 .~
""
~,
-0 ·
rTl t~
?01~,
.
.-U
r-- ,
1>
-i
~.
~ ~'
~;
<,r,
on
'--"
(.--,
t>
V',
-<
:s.-
OJ
L)
r >-
V',
r- ~
P,
C")
rt,
:?
t'1
8:
~
m~,. ~I"~
~~~:~
tl~~~~
I
() (J 0
~ 'Tj..... 'Tj .....
d o::Q o::Q
OCOCO
t::J Z Z Z Z
t'J -U t:J -U
C .-1' .~
-f p-U~" Z
E (.-) fT) V) V)
-t zV) 7. fT)
-< OfT) D-t
-t -t -to
"U fT) fT) D
DUD l::1 ;J
r~ ::Q
fT)
,
.
,
,
.
,
,
(~
,
,
f__J
~\
~~~l\ ~~
~~~~\~e
~ ;,1. ~ \ r'l
fTl ~~
~
C~
C.J
,/,\
'.is
'..1)
...J
~5 ~~
<~
'...J
c-=:>
ru
D
==tJ
C)
11
f'l
(I)
V)
...............
C)
<:
J~
r--
(f)
C:
==tJ
~
d
::tl
lr)
J~
<:
\)
s:
J~
lJ
D
f'l
:tJ
(f)
f\)
CJ
~J
f'l
J~
(jj
~
CJ
(J
s:
s:
f'l
:tJ
CJ
...............
J~
r----
lr)
~
f'l
f'-l
~
~1.J
f\)
"J
"J
~
......,"'"
~
CJ
~
V)
J~
<:
"1
(J
==tJ
\)
...
~
C)
::tl
---
\)
J~
?<'-.o:
f:.
,
~
;;cJ
fTl
fTl
t::::J
fTl
(/)
n
;;cJ
0-'
-U
--i
0-.
o
z
n
I
J>
;;cJ
--i
___l--1_..l_J_
-t
::Q
r'1
Pl
Z
C
~
tI1
Pl
::Q
t:J
Pl
V)
n
;;0
\J
-t
D
Z
001-...J1-...J1-...J -i
o...nOO-...J::Q
fT)
Pl
Z
C
~
W
Pl
AJ
.~ ru (.o)la, .~ r\)ICO .~ .~ .~ r\) ru .~ .~ -...J ru r\) 00 ru .~ .~ t:J
~ ~; ~ '~~ ,~~ ~ ~ ~ -I; -I: '~~; ,-I; ~ ~ ~
000~00~~"U-t"UDV)V)~-U~~-t-U"Un
~ 1. J. ^ ~ ~ ^ ~ Z ~ ..... ~" ~ ~ r1 H J' C C Z 7 ~
^ ^ Pl r1 rl .-. Z ^ Pl Pl ".1 Z \J ::Q ::Q rl "..1 \J
f'l Pl r z Pl Pl r1 -t Pl r r1 ^ -i
-i -t Pl -t -i C'I Pl .. Pl 0-.
~C'I ~ C'lC'IC ~ ~
~~ -U ~~~ ~O
, ^ J.
Pl ^
_._ --1---.J
Wlru
00 r\) ru .~ ru r\) rl) I 00 ru. . 4 ..~ 00 ((I r\) .~ -I. ru ru (,.,J (,.,J (.oJ a, .~ .~ .I'I'~ a, .~ -I. .~ W (.0)
· ~ O? a:.: ~ O? ~ '.t; ~ r~ · · ~ ~ ~ ~; ~ ~ a~ ~ ~ ~ .t: ~ a:.: ~ O? ~ O? a: r~
~ :T. n n n n V) P :r n n 2: l} :r ~ -t ~ 0 n t-:1 0 0 2: T oj ~ -i 0 0 0 D 0
\J ... ~ ~ ~ -< ~ ~ ... ~ -< n \J .... 1" ~ J" C -< 0 J. J. n n J. z AJ l' J. J. J" Jo
::Q Q -u ;g -u -0 Pl R;g;g 8 ;u R ;g ..:. -u r1 ;g C ^ 7~ ^ ^ 7< rl ~ ^ ^ ^ ^ ^
~O~Pl~~r1 OPlPl::Q~OPlZ~~Pl~ ~D ,
V)AJV)v)V)V)~ AJV)V)~0AJ ~ V)Pl ~~ Pl
-<V)0V)V)~ -<00 -< P C'lV) 0
~ ~ ~ ~ P
Pl ^ ^
l4JI 001 ru .~ (.0)1 001'~ I a,
o . 0 ru 0 ,-I, .
, ,-." "
O~OOO~D~~
J. ^ J. J' J. ^ J' ^
^ ^^^ ^
.t.
o,f)l OO~'I Ul
~1~1~1~1~1~1~1~1~lo,f)lo,f)lo,f)lo,f)lo,f)l\f)I\f)lo,f)l\f)I\f)IOOIOOIOOIOOIOOIOOIOOIOOI00
00 -...J a' <.J) .t. W ru .- C) ...n 00 -...J a, (TO .t. (.oj ru .~ 0 ...n 00 -...J a, U1 .t. (,.,) f\) .-
C~
.-
f\)
~-: I ~)
<.rl
~~NJ~lru I ru I ru T~~-r:-.:r=r.~ I'~
~1~~I~I~I(OI'~la' Ul -I.1~~1;\'1~~1~1~100 -...J a.
.~
.t~
o
J'
^
~ :,:
3:0
1> J.
'U^
,
fTl
.t. .t- .t. ~. (.oJ (.0) (..,) (,.,J (.oJ (.0.1 (.J
. W f\) .- 0 \f) en -...J 0' UI .t. W
a:.: nJ a, (.0) .t. l.J .I, .t, 00 (.,) ru
.t. ~ a: O? a~ ru O? · a, .t.
. . . .
n n
2: -i 1-. !-; n :r 2: -< ;X.. n
-< ~ -< -u -<
-U n n n -u n n ::Q rl -u
::Q ^ "U ^ ^ ;;0 ^ ^ r1 ^ ::Q
Pl LJ , 0 0 Pl 0 0 VI r.J Pl
V) ;;0 Pl AJ ^, V) ;;0 AJ (/) ::Q V)
0 ~ -< -< 0 -< -< -< 0
3:
~
'U
r-
fTl
.I ::: .~ 0 0
)\f) 00 -...J a, UI ~. (.0.1 fll \f)
~ ru .t. ~ a: a: ru C) .to ru -I:
.t. ~ .t. 0
, . . . .
(/) 3: 0 ;S V) V) 0
0 ;S ~ (/) 0
~ J' J' n ~ ~ ~ J. ~,
n "U r1 ^ ^
Pl ^ Pl Pl Pl Pl ^
Pl ^ , 0 Pl Pl
-i 0 Pl -t ;;0 r'l -t -i
Ci AJ C'I -< -t CI C'I
-< C C'I
C ~ C C C
~ ~ ~ ~
--.- - - -- -- .- --
.t'1 ..f-I .t'\.I'\ .t.T~
\,f'J 0) '-J a, UlI.t
4 (.0) cr, .- .t. -...J .~ ru .~ <..) '4 .~ .~ rl) ru
" 0 C> ~ 00 f\) ~ .". ru a, ~ 00 ~ .t. 0
"T' .. 1l .. "'.. lito _ .. It.
2.; n ~ !-; :r t::1 2: (.-) 2.; (.-) 1-. !-; ;r~ :r. 0
n^CnnOn~n~nnnn~
^ DtiJ ^ ^ c ^,..1 ^ Pl ^ ^ ^ ^ r1
o ;;0 r-- r:J ci to 0 Pl r.J Pl 0 r:J r:J 0 Pl
AJ-< ;;IJ"T\'AJ-iAJ-i;;o;u;Q"T\-t
-< ....... r'l ~ ~ r1 -< C'I ~ C'I ~ -< -< ~ C'I
o c c C
f::'~ ~ ~ 3: 3:
"..10 ~
Pl ...T.., r
-iQ Pl
C'I hV
C -<
~
~
.I
WINININI~INlruINININI~
o o,f) co -.....J a, Ul .I. (.0) ru .~ 0
(J)
(Ji
(.oJ
- ..- ...- ru lA.l ..- ...- ....... ........ ..- ..- ..- ...- ..- r\)
~ -I: ~: ~ a~ a:.: .t: ~ ~ ~ ~ .t: ~ a:.: .t;
O:r:r:::r:r:rD~OO(/):rDO(/)
p .'~ 0.... .~ ... ..... :J' J. J. 1. f::' ..... 1" 1. .-
^nnnnn^"U^^Pln^^~
^""^^^, Pl^ fTl
~~~~~ Pl -t~ ~
-<-<-<-<-< C'I-< C'I
C C
C ~:i
.......
-.....J
~
tI1
1>
VI
rl
-J _..l.....J ~
.J _-J _
UiIUl~~
.". (.31~1~~1g,
((J)
cr,
'~l'~
(,.,J L.J
(.oj n.l
-...J -...J -...J -...J -...J -...J -...J (1. 0" (1' a, a, a' (T' a, a, a' U1U
a, Ul ..f- (.oJ f\) 0- 0 \,f'J co -...J a, Ul .t. (.0.1 ru .- (:) \J)((
J
a, ~ a~ a: O? r\) .t. (,.,) ~ (.oJ ru a, ru C) ru (.oj a:.: C)
. O? ~ a~ ~ .t; ~ 00 .t~ ~
, . .
~ 'U ~ 0 ~ 0 Pl 2.; :r.
..... ~ -0 0 ~ 0 V) t'J VI ;S 0
Z Z Z Z J" 1. 1" ~ 0 ~ r ~
r'l fTl fTl fTl fTl Z Z ^ ^ C 3:: n n n
fTl ^ fTl Pl Pl ^ ^
Pl Pl W ^
-i r1 r r'l D Pl 0 r:J
C'I -i Pl -i AJ ~ ;u ;;0
c C'I C'I -< C'I -< -<
~ c V) c C
3: C' ~ ~
_Pl
Pl
-t
C'I
C
3:
.~
Ul Ul Ui .t. .t. .t. .t. .t. .t- .t- .t. .t. .I' W (.0.1 to) l.oJ l.J
r\) .~ 0 \,f) 00 -.....J (1' en .t. (.0.1 ru .~ 0 o,f) 00 ..J a, UI
ru a. a~ .~ (,.,) .~ r\) (.oJ .t. (.oJ .t. f\) fll
.t. . ~ .t. ~ .t- .t. ~ 0 ~ .t: O? O? en n:t ~ .t.
, . . . . , . .
0 0 n ~ ~ n ~ n :r
CJ 1> p 0 3: n ~ V) 0 ~ VI
J" ^ ^ 2: 1. f::' n 2: J. -< ;u J> -< ~ J" C n
^ Z -0 Pl 7~ Z -u -u -0 "U Pl ^ Z rl ^
J" , Pl 0 J. , ::Q -u r- AJ Pl fTl fTl 0
Pl Pl Pl , fTl Pl
-i ::Q V) fTl V) -t -t ::Q
to C'I -< to (.-) 0 Cl Cl -<
Pl c: r1 to C C
::Q 3: ::Q J' 3: 3:
AJ AJ ~
-< ~
-- ---- -- ,- - - ,- - -- .- u~
V)
(:"
:.u
~
Pl
.<
C.J
;0
"-
V')
"1> cr, o' U} V) 0 Z .I.. Vi (.) 0 n.l rl 0 .~ :c?':
tV ........ ((,' ...... tV ...., 0 ,-", (': ...... rl ...... ~ ') ,-", C01
ru J 3 - ) J lr. .
rf ~ rl ~ 3- -i .t'- --i < Z tV Z P -i .'i
" il =t) - 0 ') (.) ~ fTJ 0 ) 0 P J il r'l
~) (i'~' ~ ~~. ~ ru rf (': J '< V)
~. J P 0 III 0- 3 J 3 D. 0 Vi -.
.~ fl' rl J (") U 0' ru < P (') rl c:
.,. ) 6' VI 0 0 ~'. 0 ~- 3 ru ~ J)
r\)'V3 {"')J') 0 )JtV<
o VI J rl ([) 3- J ll'l (() IV ') ru
P:}nf(lrlP (() 3:J)J '<
n prl'<rl?- IVOO 30
) D- U '0- cr, VI J ~ c: 0 P )
~~IIlP(/)Jcr:rl rl?~;rfS'
.... n ') tV ) P ~, rl-.
:;- (': f(I n ;;0 r\J c: - __ ((I IV ;::::.
J_ j rl -. "! n J ') ')
IT - (Jl -- ({) 0 rl 0 VI 0
rv t'(J ........ 0 J 0 c: III rl U 0 D_
D_ VI 00 3 rl '"i III p)....J 0,
III , ('(. f(I - 0
U '--J 0 ~ VI P ~. ) rl
) 0 x '--J "1, -- VI rf ('I f(I 0
o rl UI U Vi :3 -- f(I n
UJro~~ru{) ~ glllOrl
rutV, Plp oJ ):>
)') 1,< rl VlpDftl
rl s: -- rt> Vi VI .
-. ) 0\ ru J 0
'< III 0 .~ :3 rl 0 " ') n 2;' VI
IV J 0 P P '.' (': J r
n . U rl 0 VI -, ') n-)
(3) ''(oJ l) 3):><
:} 0 tV Vi ..., U tV f(J
rl rl {) 0 'V) J :3 '<
e. f(l P ~ "1) g- ~ 0 rl P
J 0 ) .~ ~ < '< 0
Vi. ...-.-., fl'rl 3
~ f(I 0 n ~ 3;:t. P '<
.~ -- ) f(l c: fTJ - ....,
.t- rl ::u _. ~ I 0_ J tV "11 r<J
0) J OO~ tV rl ruO
'--J pp.... Vi,)()Vi
m r- '" ~ P t'(J rl f(J
o W l::::J ,.- VI JU 3
:r. - Z rv 5. 0 0 rl f(l
(I' m p u ru P <) J 3
I"\) r\) ,P ,ru ~ Itl rl
m 0 (/))0 U VI
.t' rf "1) P {) (':'
In (..) :3 ') tto VI)
.f) .,. IV (/) rl ft' ((1_-
{" , J rl J CD
P rlp"O 03"
) rl' "1) 0 ) rl
ftl tto rl n ~I
:> 0 ~- 0
;Q -- rl rf"1
o III tto ->
('I 0_ fll i
{) 00
-t,'<
....-1
r~
l:]
l:J
l~:J
Ls
P'l
V)
J.-.f
C)
~
l>
-"i
J .f
C:J
~
"5 U D. n -., rl rl ".
'v - ('.I 0 -- ~
('I 0 rl COO J VI
) ;: rv j 0 {) rv -.
__ rl '" rv P J
....) J }> '< 0
__([) ~ .~ l)-;
o ....' JOOn
o 0 J_ ~ VI c: < P
O. J ,.- - c: rl ru rf
_ .~ 0 ) \fI tV
N '< ......, J. P 0- 0 D_
o 'D. J ftl' fl'
J P .~ P () Vi 0
IV J...o' t(l rl n J
__ 0_ \f) (") J 2_
III 3" ~Jl 0 ~ ru ~ :t
('(, (') ~ rl Ul 0 ru
_ll'l:;t.--f(lO'
f(J ~~. 0 7
< J VI' 2.":L ~ P
PO rlP'< rl
~. rl D_ '< U t'(1 .g 0-
o ((I 'Pf(JJ
3l)rf""UO))p
tV f(J P -. rl-
.~ IV ) J rl "1),<
,.t'- 3 ~_ ~ '< 0 ~
....3 00==0
.~ _~ 0 Z 0 ttl 0
.I" rv rl 0- ....) Vi {)
0-- --.
o 0_ 0 ~ "2- -- H
J ..... -: P J 3
-t, < r\) J -- VI
rl t'(J s: :::: rl ? N c:
- )P'--J'(o Di
Z =1) Vi 0 ) P Z P
o -. Vi Pl J
) f(I 3 0 (/) ()
rf P- P .- UP, f(I
J 0 (.) ) tV' X
S; ftl O} 5' == , , -0
f(lZ ({)J )
VI ru 0' ~ln f(J ~ 0
rlP'< ,P CD
) 3 rl ')
o f(I (() P Vi ftl P P
"1' lr, ) U ~ 0_ ~ :3
rl P --
VI uruJO'P;;U
;:t- -Tj 2: "1> Q.. '< D P
f(I fTl n "1 ) f(I ,., . rl
_"I rv rl'~ tV
1> () J ...-.
rl ru rv 7
(; <0 ~ 0
o tV __U
J ll'l
ftl ,
('I
i
:~
-1
J"-t
V)
V)
c:
;0
<:
rl'l
.'<
~
l>
(;')
-0
~
P'l
~
~
P1
l~J
-'1
[]
~)
.'-i
:}.
rf~i
r"1
X::
C)
r '.-
C:
v,
J. <
~
rrl
W
ft..
:?
("11
-r1
J ~
-- i
c]
-_~-l
:r.
c
Z
--i
.-1
Z
CI
.;
D
Z
Z
]>
--i
t""
D
Z
)'>>
r
w
;p
z
^
p
:s
00
3.':
)>
A1
--t
.....
Z
p
:s
o.
'"U
J>
C
r
J>
.-i
(I)
;U
J>
fil
r
g~~
~~t
~ii!
I~fji
!~9~
~I~:
~il
~
c~
f\)
f\)
I
"-......\.
i\.
~Jl
'-.....\
"U
))0
fil
(.a)
~
CO
(-
o
b:1
Z
P
UI
\f)
I
\f)
0)
......
I
.1
t-
~
~
N
y--
s
SCALE: 1" = 30'
~
~E
q,
~
~1
\
.
\
,
.
\
\
.
\
,
.
.\
.
~\
~.
~\
~\
.
\
\
.
\
\
.
\
\
::'1'11'.1
".-
U'IJ~
=-.
.
~
~
r
\...
~
\
~
~'
~
"l~~ ~
~1'~
.ct .J ....
,J
:1' ~
J\~
....[1
d "~a,
~J1" ~
,," ,'", "
1
r-""
'"'
..
'. '
i;;..:.
"
, .
" . "
. "
. ?\..-~ -\') ,,0" /" ~
(?t~ ,,0/ /". ~
. ~ 0 "" ---- /" ./'. /" ~
~ /" ---- /" ---- /" ~ /"
/" /" /" /" ~
/" /" /" /" /" ;; /" ~ \
/" /" /" /"
./"" /" /"
~ ~
~
~
~
\~~9~
l...~ql~~~
S bv
J
"/, ~~ \s
~ ,i.,t (,~ i'l '" ~,.t)
~ ~;~G' ,s~s~ ~~tt
~ 0&1 ,'\; (;
~ f9.~t
\\
~~\(\)
\~c,\"
(
~
\
\ ' ~~\ '--~'
\ \ ~ I ,.'
C.D-~
1O\T 1I.e, llJoMP ~ L 1I.e. SlCsII
1
@. ,@
t ~."'i.
~~
,
\0' 1r
,
I
l
-
~ I S nE.'W ~ ~
,
,-/.']I ."lllt I.AIIllSt",t S,IIU'
~S '
tr~ ..,,..,.L pftJI.
, ~ ~
l l
\ .
GU'lS ~ftO(Jo\
~~: Sll.fl. a(tML S1011E
1~pt W tONS't~11'" .
....n coR S'fS't~
MJ10"" 11t nilE SPill..........
-Cl ~"'\
,I"'" -=
'-ll.e~ s~
~.c. ft"~P
\
l
It
,,,.
I~tf'S I
L\Gt41 ,,~ ,~~
9l)ll11 sof't. llEl,.IL BLI)li:
. aHS,~'10N
1'fPt 1'1 C nilE SP1UtllC-LEll S'fS1E14
ftlftow-'lt ' .
- iLtI1t~~~'~~~~
,..... c..- .....,iP'"'oII~1.....1iiJj:l:1l-" Vjl
.., . ... .
, &, ," \ t . \ I. ~
'-- j.. \ I \ L I \ . -- ~
L-~ ~TtR$- ~~
'/11 -
. 611\6 "tll'. r>>tB -,. n.
T'fi'\(.lll; , \\'
\~
- ~,_ I.- ~'v~ .~., ~'-..d;;..~i
L ..... .,
; .' If'~ .
\
-
-
.,,,'-1
;-
. .' ,.,'
. -\f5'''''''-;''''
~'i
..
,
___.t.
~ .~
...
, ii.
100'
_ ~M.\.. ,~
J
~
t.
I
'tttUt" ,1'T
\
-
'\ft'
j.~
k .
.
,
. ..t1 10'1(101 (lt1tMt\1>>l pOND
,
/FND SPlK[
lIf"JITT HAlL ANI PlAT(
PC STA IIU+J7.U'
~
~
~
b
t
.
.
\
\
.
\
,
.
,
'.,
;'.
,';i~;
ie"
:t'i
"'i
'""
"" ~Il
.
~~
~~
tl!.o'l.<t~ ~
p.1l \'~ J ~ :aiiEi1~
f~"- ~
· 90' - ~I
~
~ -.... \
.....lJ
28." 1
\
.
,
l~, \
.
-,. ~~0j~;;~&i<'
,,,l r"'\'~~,.'({'~\
\:5,51JO. ~t1. ~ .~~;' v;..4' ~,
,m~: ~~~;;E' SV$1,tM 'I) ,\ "~\
. .,'
,...~t , '
,"'~' ..~
\
.
\
19' J
..
in
I~
-:'; ~~ '.
'~ ~..'
)
:~
;.,]~~,
,"~ " '
,:' ,.;,
....'1 1""
~ I
0". -."'
" ,;..-
" .r
,
,
,'~ '."
\.
;.-~
~
. d'...:
.
.J.~
~' "
._~!'". <.
" ~
,,''', '7 ,
.
\
\
.
\
\
.
\
. z;-
._ a-
t I ~
;_~kNTTfIRL sPRINGsliv4" 4' STEEL POS"- ~:tl
c. CENTER I ' D ~r
I - - '
THE- - ;
6'-0' I
I J_UDER GUYS
c - - I
I --.,
ITHE - -;
_1_ ,L 2nol-IENANT 1
I
1 --f - 110-01 ~
4'-0' I I
I I I I
~ _ -L ~'BLOC~ BAS I
1 III ~ -r-- I
I I I .~ VERT, REBAR I
IlL I I 111-1
I 1 I J,lO- I I I
_ -CONe L 1-
f . f"CIlTER (3000 PSI> J I I
..._ I I I
6'-0. - -
DIG rOOTER INTO INPL ,
ACE SOIL I'
- &'-0-
STUCCO f"INJSH
CD...CR TO MATcH It..
DG.
SQ.f"T, EACH SIDE
.
~
o
O STOP SIGN 30' HI
GH INTENSITY
2 STOP BAR 24'
ffi HANDICAP Sy ....HIlE THERMOPLASTIC
MBOL (\JHI
4 PARKING TE PAINT)
LOT STRIPING (4' \JHIT
E TRArrIC RATED PAJNT)
-Z". HANDICAP SIGN .
BOTTOM OF SIGN
TO BE 7" A~Jr'
uvn;. GRADE
l
-~-
6,~
_ ,,, - ~
~
L_1t... 1~,
~l,':: eo ~
__ .,',' II-t
r.;.:. I ..-
....1 ,. 4- lf1
_tC:~f' +=;1 \..:-r.-
II A ... -l 1-4
nM.DICA · A ~I~I
~NG SPACF ~TRIPJNG
-
I
'2
'....
~
o
4) 1/2- )( S.
LAG BOLTS
""
I b
,..,
l v U
. .
~s VERT, REBAR
~ OIC
GRADE I I l
1..:..-. I ~ 1..-
...L.. I J
(3) ...
TDP'S..REIAR~ I'~-
BOTTOM I .~ REBAR
I J- Is:. OIC
L ...... I -
-
f
4'-0-
~
I'"
H I:ll
I
1
l
· 1-11
I
~ROSSWALK
N.T.S. -
I
,
. ,
,
~T
L:JI
_ . IUILDING.,d'#?itI ,>
~zJ. f'
_. 7'#-;._L
,FtH. YrWleI1 .eern
"'. . ROUft! ..A.klNe
t.;_
, WMft'ItIlAU.. WItH - Ml.VI (Ill . '.
_ 10 IIAD'IMCH ltMIf"".J!1. I\' IIMIDe
I. _ tIlAU. ,- mr'~ IlOl' l1li ~I)r · -
flIT _ _ _ r'- -IlAII - ·
. _.... SPACED
L _ NOT OIIATDI - .
L~~O/l mAL I'Om 0/lE - (100)
or. NOT LESS tHAN NOT LI". THAN
.. _ A _ . IMJI (7) flIT :'(i:"" ·
r~' ~ - (4) or CUll TO
::a . == TOtrt ==-. or,J'::'{''"' iB 1'MmC
MDrf, __ -. .:.:'..(4) fIIT"::- 4 -
.. __ 10__ -
~ . .=v:=. _ (4) lie -.-c
1A1ID~NJ ~,.THr stfINlo~- - .... \hi
. _ 'AINT. a.maiiO ~-ir-~ IIOIftI ....411W1TO. 'tWO .(2)
. _ .._ _ r..t.O. -
.....m __,.... .. '0 . . . 1WAmC .
. MAINTAINED
IY THE .~
. '1#I1Y ., 'I1lI
I
I
"
. ._.,.
-- ~ - - " ..
TYPIC,A' ;;;1:' . ..._ ..... . .: I . - ·
~S~ I AN" DJ:'nIIlDn..-"- ..... "-'!:;!i .
BmlIE tAAftKlNGS &: '''N~
, SIGtIl fOSTLNQ)
'----
L
,\ .,(
I
,.
-
.-"'*'" .
III' 'J Illll
t:~
I~I I~~
--I . ~I
~ ~..,
C! ..
I ~ I &;.. e ~ ·
~~)ill,l ~ ~ I
I J ! I /1
_ I !! 1~1i1lll
~_ .' '~Il
__ ~ac=
to "
-
I
-
.&
~~
- -
--
.,
I
&1
81 rn
ili
II
I~ ~
~ 51
UII
U I ~J
-
I~ ~
~s~
1- - a
I I I
-
~ ~'\~';!;;
~lol
~U2,
u~l&
z~l!
~~ uS
.--' .r.:J i
:
,
Tit' .'>:g\l
~ (.!)'Ii
< Z IE
~&
,t
~
.;;, ,
-
. . i~
", ..:?l.~
.. r..~~
,,":';." tiJ
'0
-: ~.,.
- ~,
-i
'~
'.
." ;
:'!. .oli.
. ..,'
... .
,
~
~. ,.:.
, "
'. '
-..
, -" . 81'19fJr . ",.~' ..
r ~~ ~_".":,~..''': ~~:i.'
~ _ 110. 4271f' . .... ;f
rILl .,\18 ,.-
~ ....... """'''1' 't;
"""'
1IlOO :,.
..r '
.,
~
1 JHII!: 4
~!f
J-
-
1
N
I 2' ~I"- !
~~IST. PV'MNT L I '
~34 I~ I~
EXIST. 2'/'li.Z-=-==...!1.-
VALLEY GUTTER ~~IST. CONC
VEWAY APRON
-,e-'
-,e-'
-,e-'
-,e-'
-,e-'
-,e-'
-,e-'
".""." ?l~ \)
".""." (? (\<
"." \<O~U
".""." ,(~(Uo -----:~
,..""." OU - 0 \J l. ~." ~." 33.19 32~
".",.." \\l\.\G\tJD ___ ~ 1156 / ,ft ~~
-' e -' (\ \..) \ ~ ~ P. '/ ~ ---
,.." \...-. . 1 ~Op.tl J3~ f, 3248 II 12
" " . ,. p.S,,~p.\.. ~ ~ 12
-' -' eAt"} A c::. \..p.t-l(. ~ ~ ll~
". 1I:;;J ~. 1I7~'n
.,,"'" 0 ~ v ~ ~~ ._~1t ....
.,," --r ('. \< \Ip.~\(.S )4'" ~ 3117 ~ .44 ~
,." (' \ ~ \ t:.-- ~/-..l ~ ~ ~er-I \\
J ~ .,.cf) ·
/19' --, $\~ ·
~ r~~~1t.-
~ 'J ~.-
1<::J2 ~1. ~ --:Jl7J .
~ . 13 ~ ~.-
~ ~ ~...
--- ~ ~.~
~ .-/1441 33. .".,. 3~':;;iI'
_____ cP(I.~' ~. 4.:~1lZ
__e I!!J
~~~ \
3J.~
~l:IZ~~ 33~
1- <J'
,
e
R ,
3U9
-40'_
I
'I
J~
___ ~ .-----f'ND $PM NAJL AN
~ ~ 'fDUT PC n' '11 PLATe
~ .. J84+J7.23'
~."
."~.,,
-
.;,
bI~t~~~fiANCE
f()\DRIYEVlAY CRjJSS S
\.V -..... e: C T I.JJt:!
3025
~
W1
lE
~
~
'i
"V
S
)2,4
SCALE: 1. = 30'
...
~
~
30,51
I
I
I
I
6'
CHAIN UNK !'ENCE ~ I
,-
24'
-
3: 1 SLOPE
--
VARIES
-
24'
--
3: 1 SLOPE
10'
MAINT. BERM
-
t;)
WIDTH vARiEs -T
I
~_ I
-6'
I CHAIN LINK F'ENcr.i
I 33.40 I
I
,
I
-
I
I
CURB ELE
V. 32.50 (MIN)
'- 10'
MAINT. BE~
I
32.45
_ 25 YR./ 24 HR PEAK S
I . ~~ .~
~I
-' ~
3
I
32..)
GRASS BERM
e
NATURALl
VEGET A TI
--
VERT. CURB
4:' SLOPE ~
1L
4: 1 SLOPE
28.00
-
BEQN 2: 1 SlOPE
2:.' SLOPE
2: 1 SlOPE
POND BO
_ TTOM 22.00
-
~
V
\Jf:"T 'Ki"iTTnu ftrr '
.I...LWI:I...IK TI="~T Tn~ pnNn
-
2
OUTF' All STRUCRURE
~,..J
3
31 -;
.....
.
FIBEROlA'lt BERt..
TOP '. ~!~MER ELEV
T _Yo ~-= · 33.~
OP Of STRUCTURE' ,,1 WEIR
W2'/x2' PVC TEE '"'- ELEV:JZ.!lO I ......L--..g,ty~~.OO
CAP "" TIlL ~ -----
eJ;\~ HOfOLEplN _ 11'1 -1"'-- MOD. TYfDE 'e I INLET
VC 12"':-" '- 2'1<2'
-....
-~
-
$I),
~ t1 "R
~
~ INV. fl'-V.
2' PVC BLEE ~
o O.OOX SLOPocrWN PIPE
E9-- 3
30.87
34,55
l'S
3112
32.92
I:l
n44
1
n69
I
33.47
3322
~
3328 I
1
\
I
,
.
,
,
e
,
132.07
e
,
,
e
,
,
32.JS
\ l
~~ .~~:
~",. - ,)
.
)2,50
~
~ ""'
)2,SZ
~
3J.31
:n
J2
e
'32.14
,
\
\
3262
3\.80
e
31.72
32,
,
e
,
,
xC!!
t~ '~
\.
I
32
.....
31.71
40'
"
)0,92
30.54
30.52
till
-
I
L- SITE ST A TI6TI
~ DESCRIPTION T CAL
SQ. rT r
_ SITE AREA ·
148,720
_ BUILDING AREA
PAVEMENT 28,500
I....- AREA 44
'- SIDEIJALK ,165
TOT A 1,300
_ L IMPERVIOUS
LPERVIOlJS AREA 73,965
I 74,7~~
-1
3l1S
3t82
I
DATA
ACRES I ~ Dr SITE
3,41 1000 · -
. OJ:
0,65 19,16X-
1.01 29. 70~ -
0.03
0.87Y.
1.69 49,73;-
1.72 · -
I ~027~ I
-
29.93
, '.,
Q
.
~7
30.73
I
.(
rr--=:..::OOSE NECK
INLET W/ ~ ~,
'JUlF PUMP ~ .
_7 l~ 1\- PYC ~.V. 32.50
r ' I D PII'E "t;
QjL- I ~
__ -I ~~
~PIT~ -
4E:~
30.94
.
.~ .
_ .- ,_-~'t,,"'_
(
3
-
1
J
RETENllON POND
t;~
-
~L~~i~ BOTTOM
-'
30' SPREAD. SLOPE
RIP RAP DR F ABRIFORt4
C .""'1 -.. 'I ~ - _. .-
~r-lfI.1 A---- I.-
" ~ Jliii!LJr:
· POND OUTFALL
..-
.. - -
.3IIf'I. '~i~I:D AI -
~!l!M. r~--
'':= l~~T.A1I
-
...
I
If.
I
e
,
'[LEV ,.. '
"",,~.40
L5.8' . 5'
-r- ,5.8',
, --;
~. 33.45
.:1 Sl~\L tJr3\~.IA:.:~
~TI~ - .
---
-
ILOO. I
I
r-. ,~5 -V~ -;LE~31~1
L, -~ ~
I f-'J_~~r lI.OPE
SlOT [L[V~. 1~Q- -.~ BOT. ELEV. 31.5
.~ -/ ~ i!Hl- Its
'-- _ _ INV. 28.5
... . .--
Rlr~
~
-
E
B
'AI - ---
It XI- I r'n~
WI DITCH so -
T. INLET. (MOD
. TYPE C)
''Z_'"''''''
__ $)ft' - - -
.INf. ,,---
"al'~
20' PARKING SPACE
I
-
24' DRIVr'w'AY
I
I
. I
0.02:( SLOPE
(HIN) -- _0.02:( SLOPE IJHEELSTOP
... I CMIN)-1 I ~ I..!:
, I ~
~ 5" OlIN) f"IBERMESH "":J
. ~Xa:-:CTED SUBGR::,CRETE, 3000 PSI
. DENSITY SUBGRADE
, F'BV 75 PSI
~.r... r IJI€ELSTDP
..~'
~
I
.E.ARKING
NTS
J-o-
,L -,
~[I::.~.~ .'.
S' . ...~
2500m;: ~~METENT .- '.'
""~ -'LAN.
L.DT
~~rTJ.ON
-
31.54
-r- .. 1'1 ......--
f': _NT
UNTEL COURSE W
;,. 151 . 48' o/C. / (1)15 CONT.
BOT. Of' TRUCK ~I .FlU/ EN nRE WALL
~ T 3000 PSI C
L ONC.
~!!l IS. . 24- 0/
~ L' _ C.
L- I 'T ~I
fr.........z. · 2'-6~
--J 4- 151 CONT
SFCT. ~. 3' CO~R
THRlI. lRUCK PIT WAll
-
~... ~'~Iii,:e- PvC ~
~"v^.if ·
'~.UJ\. ~
~f,1..... I
~'tl~
~nb~11
I I ~1lJiTil
_SEClION
-
I
I
I
--r-
-
t.-
30'
LE~L 0 EL. 34.5'
40'
I
I
-
-
-
-
I!!:QG, F'.F'.~. ...... i
~ .. '4 ~.:J I
~I~~.'I I I I I
,1o&oIIT'..1 I I I I I
~ r LI , , " I I T T I I , I I
; L , 'I T I I " T I I II
Ii _.1 I T I I , I I ., I I ~ I I I ,
~~ ,--I T I I I, I I, I
, d I l' I I T I I I " I I I I I' , I -. I
L-. L.. I I I I I.. "I
I I I ~ ~
I 0 I ."._ ....,. I
~ '.,. INLET WI -
SUMP PUMP
..
I
II . TOP OF' WA
II IT. I 'T U EL. 35.0
I II I' I
I I I 1'1 I , I T
J,I ,I II " r I I I " , I
I . TIT "I I
1 I
,. -,'I
I .
-
'1 I -. -r1 EL. 32.50'
~ GRAOE
I ~,'I
1
-
I
-
TRUCK PIT WAil E:l FV..
-
I I
1t:1~11
. ~!
~I' d
sl~I=11
....
f ,I
I:I~I
III~II
~IIJ~I. I~', I'
i5..tl~~ ~!:i~
~I~ ~I~ ~ ~ ~ t
~1&11~ 51~ I~I~ ~
r,- ~~~ ~
1 -r-
"-~I II~I~I~ ffj ~
I&-;IC,)
T
L-J I I J~ I~ I~J~ ~
I T~ - ~J~
---+-- -
1-
I
I , 'ti 'ti 1",1i"1
~e:~'
I Q~~!::;
Q,'
I I li'i'~li
III S S ~ ~I
(=-1 ::II ~ 8 rn
~ tJl~I~I~
.,;g:~~
~~rnfi5
,~ ~ ~ ~
I I I t:z i-
~I~ :1:'
III !;i!;i66
I 1 1 I
I Ill~1~1~I~r
~:::;.'~
J ~'I':::::"~
_ -LJ I I~JN'i~i~
---..
I-.....
~IO B
>u~~
~ i'
uc.? ~
Z -
Z~li
< I~ ..~
p..~..;~
S!' ~ II
~ 2S fii
~~I-
--' z .f
~~~
J
~
L..-.
0::::
W
f-
Z
WZ
u<
~
....Ja.
-
<(lLJ
f-~
Wz
0:::-
<
(f)0:::
,-,0
~O
o::::Z
0...<
(f)~
z
0::::5
We:(
f-a.
Z
-
3:
-
JOB ,
I SHUT: 5
OF:
~
If
~
c
12'
~
~ ..
1")(1)
~~
.0::
a::~
vi(/)
a::
~
z
~
.
-
-
~
- ~ ~0\)(\) !
\~C\... .~~oo
tIJIII" 30. 30. 72
~e e
-,e-' ,3D
\ "."-
A "~-~"' ,
/1\ ,.". r~ =1' ·
~ ll.09 / _ \ ~ ",.' ,~' \ ,..1/ CONC. FLUME
. 32.41 P.41,r= ~ 1 <=' c= r:;::::o I '':Ii; ~. ll.71 I ~ ,;..-. vl/
I c= 1 <::==' """" r:;::::o ;::::::0 = r:;::::o j;; ~ \ W \: \ · \ -~ t r
fl.BJ I I I I I!!J 'l ~I " \ I \ I \ - &,c\& \/tR'T. CURB~ ~ II ~ \30.61
?!II I ~1 I \ I \ \ _ ~ ' - - ~ - - - - - - - - --71~III' , 29.871
'" - \. ~pS\' --~--~--_._-- . \
I ~ ~ 1111. -'-~ ~,__~~_----------------'t II .., \ JU6
~)~<f----':;' _--::-------- '-~r 1 ,. 0 " I 01 I \ >,A.l'
'I ,\ ' ' \ I r"'\ I I I/, 1(;1; "Q ~J I. "
/h I 12~7 In t"'-. \ . t) \ 'q '. -q 1, "II ~II ~\ c:::\o llJk \ 1. """" ~ """" \ = = I I'
"<:l!W ... ~ \" V I ~ I ,fo I """" l ,<c::==2 \ """" \~ ... \ U ~ . ~ ::;. j" .. , III
\ ~~ \ = W'= """,,\ =\ 0::\:> \ _r,.f 7" \ _~. '" ...",,,, -" -~1N.~4 41 100' ' ~.l. r 58 \ 31.66
1 ~ \ r.iRl1 _." l( \ ....... GlfI ,(\l (l~ ,/"': I Z ~J
'l}' PiP[ , \~' W"J!..~Jl~."IlLl() ~s StlO'4lROO~ t\ ,
1..3' ',/lilt L~ S,\lIP ...... U'T~E~Q~' Rt'TAIL S'T~t r..~
9000' sof'T. Rt'TAlL BLDG. &'~~Pt 1\1 c.oNS'TialC'T1ON ~ I
r'n:. 34.50 r.r,t. 34.50 S'lst[14 I. ':. i
;'1PE 1\1 c.oNS'TRU:Ji~N\C.LtR S'IS'TE~ AU'TO~A'T1C nRt SPRIN\Q.ER .. · t
AU'T~A'T1C r E"r -a 1
~
r ,J I ;W~31,4
\'f ~"
I~ ,I !i
'I ' \ ;::::::0 11 . !!l ,./ ~1)O'lItI s1'lJJ1 " GaltTtlt mPl " 1 ,
\ e c= -= =1 <='\\ \'1) . It' ' I..... ~:? " . II
~ ,\",' I \ \ \\ \ 0'- \.. r...t.... ~\ ! I
l ~ velO \ \ I ~ I ~54 \:l !I I \ ...... ,5\ Y
~~ ~~ ~ \ \ I _ II!J _T' I"~";""" ,~ " ,
~ I r MIN. 3000 PSI _I ~ ..~ I E ~ II ! ll.l8
.....RlItSH ~CRE1L ~ ..~ ~ l) @
I -.-.J' :1 ~ !' i~ r~~~CH "Bl!T.. INlET.l
'/j SQr't utl.SJl (;IJ'IS 1""EN1 Ir 'I '" TopE nr-C 'WI GRATE
31.69 ~ '\Y. \3.500 ,:8(' 1\1 CONS'TRUCt1OtlI A, i:v 11'1 j SLOT uELr:T3E 32.00
,,11 ' r ,l.. III SO. INV ~8' J.~
"~ .84 ~ rr t. 34.50 ik.... ..., D I v . " .50 I
_ fI\.I'TO~A'T1C riRE SPRIN\C.LtR s'Is~t"r I 1/ v" -
_ j N ~,tr~ 1 3126 lIJ.%
"7" ~ t r
~ 'i \.: D....~ I
,.0:::1 I
.- I !f ~~ -
0# $I LJ'. \I' l -
'" T.rt 't' lILt' t ~'I. SLaPt I--
1m .. ptr 214 S. ~ -
,W PI' i 1,11' 311.4. IM'I.' ~ ,.llIJ1 -- · l,.....-I.C'O' IIlV. ~ '
')t'. _ -~ .., -.I.... I-- ..... ,.. . Hl-Q~ -.
s,t" v-.7. ,;, l) v . S AP \.lYE (1~')(6') I
l \. ' . - ..... V 31.19 "'hi
~ 311 ~t. 4' ""t .c~ "" ,I.A ...
....." "") I .. ~ 10 ~
~.ll9.o~'lJji t ~ ~ I i~lrf~'-
_ Jf .. II L . ~, Il.J:l Sl~i5. HDP9
_ --- m I/(~I :~I \
/' '\ ' I , J I 16 ~~ c \ 3100
_~ _ ~ ~ J J 1Ft \ \
~ 'L 'l --;, J I~ 1
.... -" _\ _ ' ,.) ) 1 ·
.... ' ) ,
,(_~_ ~.~ ~~:~i --.'-f..-.-~JI ~ ~ - --
f'!C\ 5' + RIP RN' P .';;1; .)),1'
\!1 'WI rJJ[RGt,DR ~..,
DISCHMOr: ,:S ~SllJlt)[ .. LlN WEIR EL. 32.00
\ ,\
..~
-~
~
u. ~~ H sm.""" ,
; l U ~.l{f Or noriIIl'A P.l.
.... NO. 42752
"-- nLB~ tmRSP2R
98200
-
81
-
,.~
.'
--'
,.
.'
"
,. ""\
~.~ \ ~ \ I
.~ ? '-'
.,.,,, I?(\<-
." D \.
.,.." ~Op,
.,,".' \(UO
.,.,,, ..- 0 '-J
.,"." ,IOOU
,..,." (\~G~
.".' (l\.J
,.
.'
,." A3A
,..,.,.., oOP,U ...- ...-
.' ~ "
~' ,p,,( ...-...-"'-
S ./
././ C' Jr' 'ann
" " \....f' (,,-7
21~ ~~c)
.-
"
"
N
"
"
.LA4
t: Go
~ -
~.~
~~I
I
~
;~I
"
......
......
......
"
SANITARY FLOW ~AIClJLA TIONS
......
"
/ .......'1
' l\
\
......
......
"
~
E '
" i
~~~
8~i
~ua..
15.000 RETAIL(.1 GPO) - 1500 GPO
13.500 SO.fT. IN\f;NTORY (10 EMPLOYEES) x 15 GPO - 150 GPO
(2) OVER HEAD DOORS (100 OPO PER DOOR) - 200 GPO
1850 GPO
~.
;! ~ ..
I~III
~il~1
I 1!11!11.
"
'"
"
~
~
#,
"
"
"
"
"
"
"
"
~E
"
"
.
"
3200 GAL S[PllC TANK REQUIRED
1850/ .as - 2848' SO.FT. DAAINFlElD
......
"
"
~
~'l
C' 1"\
.,~ \J\}tv
\~\,
"
\J I 2" "" rJ'
a- G.~,
.
,,~
,," ,
,
,
,
,\
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
,
, 9. ALL JOINTS TO BE RESTRAtN11NG. NO THRUST BLOCKS.
,
,
,
,
~\
,
,
,
,
,
,
.
,
,
,
,
\
-- _.--1
-'-
-'-
-'-
q,
~ """'-.,
'-y'"
S
"
/
" ,,~
" " ,,." ,
'," " ~...) ~tfJI-~ ,.....,....,..... "
/' ~ ~\\-\'\~" .... ,. ,
" ~ \-J,"
",/ ,.."t""'" lttl~" ~~~~~~~ ~~ _-------;;;.; 'v'"
-' ....' ---- ~ ~
..~ ,EE ~, f/I , ,. ,. _ _ _ - ;:;. , _ ~
~ . ~ ~~~~.;,.,.... --!-~ru--- ~-- If
~...--.' ~ ,,---- - \
~..,~.,". ,.-~~ ' I ~-:.-;; ~ir ~ ('T't'')
· -' ~~, - .-1' 'it.',
~--~'-;' t
~ // ./'~.ll Wi" oosr \.- n , \ ~
~,,~~'~ .. ,till \.Dlt " ~. \.A'\, \~ ~ ~ ~
, .... r1 (,/ _-..-------.. \ _ u _[I ~ ~ $1IllI'
,," ,~ \ r-- _---~ J..( -L., 'tI\~ L
/ "..... ,---- ,
" ,," , ' , ,.., 11
".,. , \
" " ,. ," , 11
",' , , , \
.," I"
" ,;' "
~ " J .,.," , ~ ,,\ l
,,//' i' - \ \ \ \. '\\ ~
I , ' " saI" ~\"
I LDT 30B t' I, ",... \0.1 ,
,\ -- iI'
, I, " "
I ' , ,
I ~\'J \ \ \. \
1 I, \ I 1
, I "
. ~! I \, ' ,
L_'__'__.__.-1~ \ \ \ \
I,ll' ~ ,\ 11' ,
..... ....., \ \ _ .J
" " "----
1 ~-- _-
, " I _ --
, .,..-,..
, \.---
,\ ::;..-
, \
I
I \
, \
\ II
, \
,
, \
, \
..L~ I
I t
, \
\
, .\
1:" .,>1
'~i~;',.~kJ,,,<.'
I"~ :t
. . k"l
1 H
. ,
, "
\ \,
. ,
\ ,
, ~
. I
I ' \
, \L-
I
i. L...--'--'
__.---.-....-- ...r
-.-
--.__.~
---'-
.
PARKING REalJlRf~ENTS:
,
"
SCALE: ,. - 40'
"
"
_--::..;.n
'~\ ,
15.000 SQ. FT. GENERAl RETAa.. / 300 SO. fT. . 50 PARKING SPACES
15.000 SO.n. IN\ftTORY STORAGE / 1000 SO. FT. . 15 PARKING SPACES
TOTAL REQUIRED 85.0
TOTAL PROVIDED 85.0
"
,
I~
f3"'-1'
~~S
!!....-
e-...J-
III
~~!s
555
".'"
.'
,"
~.
.'
"
".
./
,~
,.
.'
~,
-,.
,.'
.'
,,'
,.
.'
,~
,.
.'
~,
,.
.~
"
,.
.'
,~
,.
.'
"
-t.l ~
~
~
\
"
/
"
UTILITY GENERAL NOTES:
"
v
.---::
1. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM
(jf 3'-0. BELOW FINISHED GRADE. TO 'THE lOP Of PIPE. ALL
p. V.C. PIPE SHALL BE WRAPPED WITH "4 INSULA TED SOliD COPPER
~ AS REQUIRED BY THE CITY CIF WINTER SP~INGS.
....
"
"
"
"
"
..-..
"
,~ '
"
2. WATER SERVICES FROM WA lERUNE' TO METER lOX SHALL BE 1. POlY. WATER
SERVICES FROM WATER METER BOX TO BLDG. SHAll BE 3/.- pol VETHYLENE.
3. ALL TEES. CAPS. PlUQ$. BENDS. f"lRE HYDRANTS AND VALVES GREATER THAN 4.
SHALL BE PROVIDED wnw RESTRAINED JOINTS..
4. POTABLE SERVICE lAlERAkS SHALL BE POl. 'tETHYLENE PRESSURE TUBING
CONFORMtNG T'() AWWA C-901-78. 125 PSI. DR-g.
5. ALL UllllTlES SHALL BE FIELD VERIF"JED BY THE CONTRACTOR.
6. AU SANITAfty SEWER PJPfNG SHALL BEP.V.C. CONFORMING TO ASTM 0-3034
AND BE INSTALLED IN ACCORDANCE WI ASTN 0-2321.
7. FlRE HYDRANT TO BE PAINTED YELLOW.
8. SEE SHT. 8 OF 8 f"OR ADOtTIONAL UTILITY DETAilS.
"
"
/"
~:;/>~
, ,
, ,
~ "..",.,
, " "
/' ".....'"
" ,..
~I" ,,.,,,.,....
lflii' .,'
" /" ",..,,"""1
, ....",., I
,." I
I
l
Ol,/NER IS CURRENTL Y TRYING TO SECURE
A 15' UTILITY EASEMENT FROM THE: PRCJP(RTY
O'w'NERS BET'w'EEN SUBJECT SITE AND HA yeS RD.
IF EASEMENTS ARE SECURED \\fA TER LINE WILL BE
INSTALLEDJ IN EASEMENT} PARALLEL TO SR 434
NOT IN CELERY ROAD} AS SHOWN.
"
~
"
"
"
.....- ...:-
"
"
~ ~,
~~
\
-:=J,
----1
~
"
"
"
"
I
"
t\ \ ,,,," \.",tul
\ \(..--
/'
g~~
~~~t2
ri~~C!
e'
"
"
"
"
......
/
"
"
,
,.
"
/
,
"....",.
./
". L" lttlllL
4' \fIMll
......
" ~,//
, , , ~,~-'~
,,-' I I I ....,.,.."
--;;;-t(" II ~ '
~~ \ I I
~~~,it1' ~ I I 1
~" 1 I 1
~. I
~. I I I
. I I
I I I ,
! J I I
EXIST. 8' PVC 1 I'
\VA T[R LIN[ I ! : .~,,","":~.6'
1 ~ I I LOT 30E I
I <:t I I 1
I ~ I I I
I I I I
I C/) I I I
I Wi'l J
I 550 L,F. +1-
>- I I I 8* PVCJ C-900
: ~ I i I \
TO STRADDLE G,V, ~I I : !
I I I' L _ . _ _ . - - ~--
I I .--.-
f -'-
f ~ I . _.--.--.-
I I -.--.-
-'-
1 -'-
J 'h;-
~[T TAP WI. r,
TAPPING SLEEVE f I
t I I INSTALL 8* G,V. _._-.--.--.-
I " I -.--.--'-
....-.-
I I L' -.--'--'
I _._-'-
J I I
"
I
2,
I.
I!
..1
ii,
I,
.1- ft' t'"
, '."
~
'. ....1;:;.
< =-
i
"
"
"
"
\
~,
----l~
.1
..
"
.. fIlL.
,~
,... 1
~
,III'
l
,.P pt'1
d
~ <:.rt/Il
~~.,
I1S'..
340 Ltr. +/-
18' PVCJ C~900
~
,r
, v
",
",
Oft" paM>>
...t1 JD11"" 1tt1
30D
LDT
-
--
- . .- .... . ....
,,-,,--'-
~._-
-,--'--'/7/-P'E-R PLAT
_'_-'-.-'--'- 50' R w
--.--.- CELERY AVENUE
-
~
--
JUMPER
-'--
-'-
-'-
....--.-
_.-
.....-.-
_......-,
.---.-
-.--
-'-
_If-
-'-
.----.~
~.--
-
Ck:
lLJ
J-
Z
lLJ
U
-'-
-'--'-
---.----.--
-.--'
.....--.....-
~.--'''''
...... - . -
r. I
<
J-.-
LLJ
Q::
f
(/)--'
(.:)0...
~>-
et:t-
0.;;;
(/)1-
:::>
0::
lLJ
t-
Z
~
'F
i
,C!
~f
(1)1
~
i.
~~.\ \ ~ACI(f~~ulf~~VP[
ID~""_ \
\
\~. \
r ..lilt lOX MID LID \ '\ UNION -, , r UNION
\ SET TO .....0 (ltACE'I\ . x ~ x t
\ " ~f,~'. n
"'* , \ r'" TO .. I I e~/ =- 30" 11.-0_
i \ I . OftADE?
r\- ' \ I ! 1~.TIi'1 .ljli11 U~II "II I
r---J' , :1 I ! I' I .
~ ~'. 'n:c:b ' -
/"" -"'--'-__'/ I
~ STOP -// , I
(LOCKING TVPt) , j / T
,'j :.... MlT[R
/ I
./1 ;; -- -.- OM fIlOl Y - P[ J40I 2- DtMotETtR
CORP. STOP '-'7 /?/'- Dovll.[ sntAP SIiDOl.!
,..,j,://,/ NOTES:
~// 1. :u.~~.T'~, . WADI .TWUN
i 2 152,,~c1A';"'~..IDI:~ ~c:t.~
, ~.ur-.. ..~OMF..a."AS.
L_ WATP WAIN 3. "MIl .. _ .... ..1H A...... ""'lID '0 IAII "''''''ALS.
,... 11TH .. COA'fI ,..., -.. httMllt OtMG.
4, ON'" ~~~..~
~'\c'tw.....~n: CAM :'~,o.t ut[,
~M"'~jf~B~:M1
tHE ttUU. ~~ 01 " iaii"
~ ... ~ .. IIOAOIIIAY ,.....'
t1I ... t.I'\,.~.&~ ~
II 'fI". -..coc CAWl.
e. IIOl. Y ~ UN[ 'U SHAll I[ 2 INCH.
J/.- ~ RQltT.,.T STEEL ROO CUT
r-- Ate) 1HR[AD AS ftlOUli'C
\ P\IWUt NOZ%L! TO , Aa: C[Nl'EIIUN[
c:I S'fIt[ET
rT'tPICAL an S-WAY
rItE tNDRAHT
1::.;- vi I
- ,-: ~ ~!I
i _ _ 11
r 'J'_W" \
\
'-- !IUUP
P! 3/4- NV1I
1M .. 01 JaWT
rril
r-.~
r~'"
.. ~
u t
t'~~
~rlOC). . ~
~I
.
I
I
t
........ ~ _ ..x.) It ....
f'"':I: .:u.~' II.
.V.."-. - - -- ~---
- '\ 1U ....
a"lIM).. P'C- GI&
..
3. ,..~o;._'WilCSw..Ior
lH[ ~ NOCI.NlII tftAU. . .......:
STNeNI) YECH. 'TiTft-~...-.I-
'-GIfT I'll ..... --
IIZI: .s .0'0 --"" W. \. -
OS. Y GAl[ VAl.
IN
All[
A.
.4
A
\.,.,.ACC NlJlLACEYENT TO . ~T WITH
lfl!r!I.!A-'" .. fJI ~Al MClCtCft
~ C* LdS TH. 2 TOlAL "~T
'Z~. I r ~~tiw'b
r' ~///~.//.(."/L//U/I t
Y~////7//~
I 1.5' (W) ~
I ~ ~ ~ A[PLACEWEHT BASE
i-1 1rIUTH WA TERlAl. TO BE
I.IetPtOCK OR
'VG MIX.
/~=lrrO~,.~
// -:~ I~_ _ nfi'~ U1l.lTY PIPE
// '2- L 12
L TRENCH WAlL VARIES
L ..~:
o --.,,,,..-4r':II.'
o "'_~A '-",.., WIT .
o rJlf'fITTlr~T.:It 1,1'
o Jk~:_.JfJ>>..JE~"\.r"'e!^Y.A&.WAY5
a;mr fMMr1nl
C. 'U;y"ua'\U'''WIF uoelV 'he ~TV
D. &V:.K:BI~nn ~nM
E. 't&nrIf&r~1v.~"v.
~Am_--.""', ="1&..
_,nl'~ III .. yo
....rBi:
psi. ::-10 .
\
.._~
~.-:. "'1""- SMCU \~....
t- COII'. ...
~ 2- .... ....
=-~~\i r~~ ';/f-".-
b-W r/ --W 9
...-
WA 11" WAIN
,,0.. _T ,-
OA 11 VA&,W
0fI!N JlllG4T
t\
~ .... ....
I Ii W i-'-'--..-.
~p ~ '"'1~
\\ f.....~. ~ ~
'-:S~ .. ,. // '--~
/'
'l I
j
f.,
t
,
-
...
-
HOltS:
,. ,. HYDItJ<<TS SMALL I( MTAU.LD _. lACK t6 QUM
AHtJ 'AU t7 .WAUC [XC[PT IICfI[ 1lClNS 1JIIJ!t1'
l'E0UI.A 'nONS PftCH8IT,
2. TIl ~HRS AND OTHP FA5RItW.L 1M ASTY
A I M.STAHT S1UL.GAl't ~ "'UINOUS
COA1tD OR 31' STAINLfSS mfl C- :~}
~
'-"
'- :.t:. =-'~'\o1ir:
~~-y,
al..
--y
"", \
........." \
'-"'~m~~
/
/
/
/
/
"~.T...... J: ....lillII' .t.C1l......
=.cAN DARUNO T'mCAL CITY 3- WAY (VILLa. PAINT)
'WISA:-j ~,~~::, !.:
I H"IMtANT DllfdlOH AS IEQ'O. ,(lit. .- WAX
/ ADDITIONAl D[P,," ~ IUII'Y -.... . ..
I t- ClJU~UI= ~ \Il\1~ .~. I\IUa)ltt1_COVP ORA'4&.
I ~ "ntlt VAL 'A: 1 .w1H 'tf FU T
~~ . ::- ; ~
r~EI ..
..mt ..... . 3/0. IIGO / .
2-A[O'I),
T[WPOftMY JWP[R O[T_
1, A ~~~It COHtCC:lJQH IS fttQUNO AT ~ ~
BUl~AClI\.t: .Am MAINS AND NOPOI[O NtWWAT[1t
2. T' ~1D.1IiI~'-o1lA F~\~ ANY EOIt 4.
~ . ,~y III
M~ H~tERI Y
11;. : · iU~::
-
7. !IP ..
\.~
NC)'q;S;
1. AU. ptp[ AND "TlIGS .0\0( lIt_ ItW.L HA'A: ",.-0 DIJI.
2. ,*PAltir~ ~ ON WON1ClMD
" '.tI.Rf*~~rr:w~","*1'" ............... AND
~ 1iiMD wme ,. *" ftI1 NiiIBT...... MtliIINML
4. ..... MI'tP Me ~ ...... ..... . --.cD .,.. ~TI
"".. 10 ~ IIIIIOYAL AND WI-...,ALU1ION.
'~~ ~.
HA~i _ ·
~ ~~ H.. .....TON. P.E.
. ~ 1 "SJ.f(.A
L 9\,IffACE JOINT TO BE WECHAHlCAU. Y SAW-CUT.
NOTES:
,. IACkFI.L SHAlL . PL.ACG) IN ,- loA" ..... --..Tt4 THE ~
at 1M[ pip[ TO THE lASE AND coa.C1ID TO III .1lO4SfTY POt
AAIHTO T- 110 WODIND NOC.'YII.
2. ... MATDlALS TO . I!YCC IN 1WO OR lMftt I.AvPS ROU.€O AND
TMRO TO AICWE WiECIFD Df')$TY.
v.-. t-. t tJ2-.It 2- WA1III Yn'IJt 6
~ IWI M(WN1IIt
COWEACIAl. INOUSTRtAl. AND UUl TI-F' AUll Y SERVICES
1'"Ilt.A.. A....... -. -- - ^I ....A..I
I H H IMI.. lJt.1 t.t; I UN, ~r1"I':K
7-11
~lIL----~UAI.Y
FIll rwm
UI'ubN
5T
AY OPENQUT DETAIl
TEUPORMY JUMPER CONt<<.C~
T'(PICAl e~ H~T ~t~ f ~.
JOB ,
~
,
6 OF: 8
81111T:
, "
. ,.'
, .~..,~
.f'
; ,
/"
./
, , ,
,. $<<I to wkJ. Of .Jt~1n9 trHI; NtJ 1m. to ,. 0 IIi'nOotIt monicur~ 11M ae iftdictJted '0It plan. IHd nn. If t~ ,.. tJpplfNH ar', .
Landscape Arch1fKt "-'ore In.tollinO sod. . " ' , ' " ' ". "
. ~.
, "
'; ....
;'
. ~
..,
N
./
1.
/'
./
"A
All LANOSCAPE . AREAS TO BE IRRIGATED BY UNOERGRQlJNO
IRRIGATION SYSTEM. .
3 FT." AREA AROUND FIRE HYDRANT SHAU BE CLEAR OF ALL
TREES AND SHRUBBERY.
ALL ADDRESS NUMBERS SHALl.. BE VISiBlE AND READABLE FROM
SlREET. '
INSTALL "NO TRESPASSING. CONSTRUCTION SITE" SIGN AS
SPECIF'.EO IN FLORIDA STATUTE 810.09. PARAGRAPH D.
, I
5. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF
THE BUILDING PERMIT.
6. OBTAIN All PERMITS AND APPROVALS AS REOUIRED.
7. CONTRACTOR TO fiELD VERIFY lOCATIONS OF ALL EXISTING UTILITIES
SERVING THIS SITE
8. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN.
9. All OI'STURBED AREAS IN R/W TO BE SODDED.
10. ALL EXISTING TREES WILL BE PROTECTED DURING CONSTRUCTION
BY BARRIERS AND AN 8" LAYER OF MULCH FROM THE TRUNK TO THE DRIPLlNE.
11. ANY SUBSTITUTIONS OF PLANT MATERIAL WILL NEED THE CITY ARBORIST'S APPROVAL.
2.
/
./'
. '
,';.)
.
/
/'
/
/'
w
./
./
, 3.
.J
./
s
/'
./
~~\ / / / /
D \~~~ / / /
~O~ / /
O'-J\~OO / / / /
000 .. /" ~~"'-(
" ...., . ./ 01'0
~ G ......" . / / ~y.."'~ ~
\\..0 / / / ~V-~~pS
/'"
./' ~\~
/" ~~~
~\ ~
.c8"~
./
./
."
/'"
/'"
4.
./
./
./
./
E
./
/'"
<'I, .
/'
./
,,;"
./
/'"
/'
:i"
"l .
SCALE: 1" = 30' .
./
/'
/'
.,/
bc,!>bc
O~O /
:\~~ ~/ / / /
S /'
,/'...
PARKINC lOT LIGHTING LEGEND:
-3?:- INDICA TES lUMINAIRE FROM BUILDING.
.
10. NI existing 'f'HS ore to be pI'OtfCted. No fill f1tOt~ or use of heovy equJpmc,nt rjround ftitl.tlnf '"... Is "ed.' '~...,'
trHS arlt to blt Prot~t.d by () wood borricodil ....ctftd /to cloNr tnon u.. dripllntl of fit. 'rH. ' .
, 1. All .)(isting plant mot.,ioJ I, to remoin un'" othftnW.. not.d or di~M1 by th. Land<<;~ ArcItitftCt.
12. The Landsca/H Contractor i, r.~~ for .t/ng pro~t ~.. T,.. LondkfJ'" Controcfor i... to pI'O'IiH a ~1fIN ...
repori to Owner and Londscape ArcMect. The tondfCOpe ~ontroctor ahoH verify that t,. fIOlls ~Mt. fJt'e occeptoble ,.. fit.."
growth of tM pr~d plont mofMoI. Should"" Controcfor (in(/ fXjOr .IIOi1 condition.. 1M Ow,.., Of'td LOfN'J<<:~ ,.,~,~
". consu/f.d prior to pIonl1ng.
,/
./
./
/'
j;.\f!
./
/'
.. > '.~
~. 1', .":' , 4r
./
./
, ,
~~ ;
,)
,I,
," '.. ~
',' I
{
..'. i
".~
'~.'
i'
~'
I
./
./
1 J. All grades. dimensions and .x~t;"g condition. ~ N WIrif'~ by the Controctor on, .;fe I*~ ~ion~. An1
discrepanci.s .hall ". brOfl9ht t() the oUMtfJon of tINt L~ndlco". Arc~t. ,
I.,. All proposltd tr... to be InltaH.d .nlt.,. ~tJr,1y In or entirely' of p1anfin9 bltd.. PlonfinlJ NdH".. ore not to " obefructMk
smooth and flowing.
<\"''''
!! '..' I
,/
/"
, ,,'.
./
./
./
18" Oak
\\
1 S. Landscape Contractor sholl r.vie. archlt.ciuro1IttngiftH('in9 plans to o.come thoroughly familiar "Ith surface ond IUb-fiIrltlCfl
util;t~s.
..
..
,/
./
./
,..,
/.
./
./
16. Landscape Controctor sholl co-ordinate with tlHt liQhfittg and irritJotion contracfor f'fI9M(/'lftg tirrtint 01 the installation of plant
material.
0.,
.. -; f
/'
,/
I 1. (very possibl. saf.ord sholl be toleen to protftCt building .urlocn, ~uipmenf (Jnd 'urni~ings. Lo~ COItfrocfor sItoII be
responsible fOl' any ~ or injury to persOft or pro~r1y wh~h may occur as (J ,.slJlt of hi. negligence in the execufion of t"-
worlt.
lB. Provide pre-mixN pIont moteriol for 11M in onn&lOI b<<Js consi"ing of 7~ coarse pine boric. 2~ peat ~ 10. perfite.
19. All landscoped areas to be irrigated with 0I't automatic i"igotion system provid/nfj 1~ cowro~. Only pop-up Iteods ."." ~
utilized in right of woy oreos. TtH, irri90fiM ~fem sha' meet lOCal crxh..
20. Landscope improwments wi/l lH ;nfP4Ct<<l prior to i..uance of a cerfif;cot. of occupancy. You must contoct your 10(:_
building deportment for 0 Iond~ inSJ)<<tion.
o
,/
/"
;;');J..
/"
./
,/
. .'
it<
./
./
./
o
/
. ,
,~,.;: .
. , , ~.t.".' 'r~.
.'
'.,
Meandef1ng Berm.
1 1/2 ft. In height.
Slope · 3: 1
, .Top of .....
0IartG hedge.
crLN-J~
fa
\'--
.
\.
to \
\
\ II
l' ,
\12
o
... .
11
. 20
Quercus virginiana
(QV)
Live
I"~
f1
$:
".
o
.
PLANT & MA T[RIALS LEGEND
'..
SYMBOL
QTY
BOTANICAL NAME
COMMON NAM(
SPECIFICATIONS
ExIstIng Trees to
RM'I'laIn. Do not
.c:IstWb natural CI'8OS.
t3
"'
/".".........~
, ~
II 0 \\
\\ II
~ "
~..../
Existing Trees To Be
Retained (EXR)
Please refer to tree
survey for
corresponding tretl
numbers and tree,
descriptions.
,lJi".':oo;.... .
'jt' Existin~ frees To Be
I' Removed
'.
,..
, .
"
'C'
I
,., '-a
I
a
, '~
~
I
8
f
. ,,' I
.~
"1
8
, . J
i
.,.1
\ 1
..' \
\
,*
\
\
\
\
\ "4
\
\
\1>>
.
~
,.
tf1
. ,.0,
,(<
~..
~
e
14
Lagerstroemio ' indica
(Lf)
Crope Myrtle
1 1/2" coli per, 8t min. hI.
110
.....,. .
, ':. 'l.
, '0(,
tt1
?~"
ttJ
o
293 Viburnum
odorotissimum (VO)
Sweet Viburnum
.3 Gallon, 30" ht.. 24" O.C.. to be
36" within 12 months
; ,
113
117
111
..
.
30'
TBD Mulch - Cypress or
Rustic Pine Bark
2 1/2"-.3" Thick
All Plantinq Beds
Itt'
TBD Pine Straw
2 l/i" -J" Thick
At base of existing trees in
natural areas.
...<'
(~l~
III
", ,
In
\
\
SOD 1
TBD
Sod - St. Augustine
'Flora tam '
As 'Indicated
Repair 011 disturbed areas in Right of Way
Tree Calculations:
Total St..: 3.41 Acres
15 TIe& pOints ,per Acre required.
3.41 x 151'ts · 51.15 Tree Points Required.
\
\ 123, 124 125
\
\
\
t-
\
\
\
\ UI
\
\ IS emafn. Do not
L- _. _ ~~~tura~.. --
121
127
,.
, ,
)II,
r*i~ :11
SOO2
,,"\
\
\
\
\
\
\
21 11 ,~"~.
..".... . ---- ----
5002
TBD
Sod - Argentine Bahia As Indicated
Sod
Repair 011 disturbed natural areas oreos
. .
~>~
; . I
~ : l~;. ~ "
IJ1
SOO2
, ,
,f/II...
'.-
, ,
\
, ,
}I,
, I
/.,
,,~
,.,
1::~~: .
. - ~
SOO2
~... ~ ~ .,
~<7'.'" ,.'
~
seen
" ~D
CI, ~Otl PV1"
, Rt\~1"" , ,
wet &OttQtJ\ ,51,
',(
,
''Ii
).~
, ,
, I
,., SOD2
)(
, ..."
, ,
, I
" .,
,-X'
,
SOO2
52
.--
54
51 55 47 __
JL - - - - - - sa R1wPER pl.A1
CELERY AVENUE . (ROAD NOT opell
42
.--
--
~
,--
--
,--
--
.-!.-
'/)
<'f '.
',,' "
, ... ,",
.
34
.
>> 21 V
2t
25 23
n
YruN< Sholl ~ Hointo~ il 0
Vtrticol Position
SOO2
, ,
}',
',.:
I
'~
...
o
.
co
.
.
.
.
.
.
.'
.
.
.
.
.
.
o
.
.
.
.
.
.
o
.
.
.
.
.
o
.
.
.
.
.
....".;. ...
.
.
.
.
.
.
.
.
.
. '. .'.
.
.
..
..
, '0
, .
NLl.CH LAYER
',.,
~.~~. ,<
t ~..:. ...: .
. ~:;!~,~,~ ~;
~C ; ,;:~l
50
Prot<<tM RlAlbtr Hos~
. < I aIlJI' ' .
.. ' Cuft" . " .
A=-:"~~fftt.:=:e.:. .'
~~'"c'''~', '. ,:" .." ,:","'.
~. ,~.
. .' .-
S SMAls~' ~.tdjlqllt' 4~", ....
shoft w Jft^ttfI ~tpiti' ~ 'If .. .: ' .." '. ...,.,
," - , . . ., ~ ',''', . . ~
-
"
Proposed Trees pro~:
20 Canopy Trees (QY) 4>> 6 Point per tree = 120 Tree Points
14 Sma" Trees {U) 0, 1 .Point per tree = 14 Tree Points
134 Total Tree Points Provided by proposed trees. '
6uy Vr6 (3) Sholl Ie Krpt Tout
2* Mulch loyrr
~ . l' JC 24' Stoke
rtrtlltztr TQbI.t
Plont~ Sol Mix
~cwd 'SOI Nbc
s,t~ Wet
, ::.
. }
<Max. X = 24')
~ . ~:.' . '"<. .
. ~ '
'.
, :, '
;,~",
"~,'"
. .
it.....
, N.
.".",
/'
,.",
..
"..
/'
/
".
./
/'
/'
/'
"A
,.",
"..
,/
,/
,.",
"",.
".
./
,.",
V~\ ",,"
D \V~\t ",,"
\t0~ ",,"
O~\~OO " " ".
00 ... .-/' ~~~'<
. r.o1~ 0 " " " ~op.S)
~\\..;I ./ ~~
\\.O\~ ," ",,~~~~
/'
./ ' ./ '-' ~~
9.~
,.",
./
/'
/'
".
/"
w
E
/"
"..
/'
/'
s
/'
./
SCALE: 1" = JO'
,/
,/
,.",
,/
/"
,/
,.",
".
bc~bc
/'
'/
/'
./
O~O " "
:\~~ ~" " " "
S ,/
,/
./
,/
,/
,/
/
./
.;;'
./
/
/
./
""
""
,/
./
""
./
/
'/
/"
,,',
,.,
"
~
o
.'. ' f
'~
<.'
, ~.
"
.
.,
( \
"'
~~,
191
4
;'
1;.
J
10
" tt3 .
.). .
IN
tIS
..
..
--
',..,f
"'
..
121
:..
m
i
'\>
\
\ 1ft
\
\
,
\
.\
,
\
\ ..
\
\
!-.--
- -!. - - - - - -50:- R/WPER PLAT
CELERY AVENUE IRO~ NOt ()PIHl,
I, .'
f
UI
m
131
141
tJt fa
JI ,. \ '.'
\
.\
\
\
\
i
\ "
21 22 ,.." J
-.-'-'
---- ~ ---
131
147
130
'.
111
WI
>>
'",
tJI
o'
'"
IS
151
134
115
~
I. _~poNO
wet IC)1tOh' ~t:rI''-' U
.
11
>>
,
11>>
..
G
~
. >>
2'
· · 21
a _
--'-
)t
-
.
41
45
51
.
~
~-
,--
so
,.
s
S- --
.-
It
sa
!II
e -
L-. ...--,--'--
-'-
-'-
-'-
~4 .
.'
;
':t , .
,;
f.
, '.
,f ..:.,
"
~..'
..
_c'
"
.. ~ ~
.'...
,. ...~~ /'<
.'"
.
~
.
.
.
.
.
.
.
.
.
.
, ~ .
'f. .~
~...., ~ ,).. t
~~
J$-.
c
.
( D-l'
r IH
, 1$-[$'
H J5-CSt
J15-m
KIM'
L 2-10
If 12.11
N 12....
, 1
R aro
S IM-lA
T 1H-LA
U.l-U
V JfHH.A
W"-FlT
x ....n T
, Ir;U
llHU
30
30
30,
30
30
o
GP.H.
110
'.7'
48
Las
123
.93
.61
1.21
1.21
2
1.95
1.7"
1.30
~7
.~
1.57
.79
.S2
.39
1.51
.19
.52
.AlM
IS'
IS.
IS'
1"
1"
1"
4'x!S'
'-'31' .
4'.31'
Ii'
I!'
It'
12'
12'
10'
101
10'
ICY
8'
I'
8'
8'
.~ ~ .
GENERAL IRRIGATION NOTES
PAntRN
CA)
T}( alflRAtla SHM.l RErER TO TtI: I..ANDSC<< PUN \t1I:N TlEtOIDG TO
LAY PR: TO AVDlI tI:\I .. [XlSTM 1I[[S AND lMGE StRJJS.
AU. \lIMNG,(D T'i: IIRJGATJm. aJtTtILlER TO Ttf: ROmE ClllTIII.
v.va'StWJ. I[ tI'-I.1I IUIEC' .... cat IILL WJI[ SPlC[S SMt..l IE ...
IN VAl V[ DES tit. Y us. tWH IJU SIMP-TilE UlKCTOtS NO
s[AlMT.
tlUS$ O1lI:Mst JNDICATED PJPJI(i TO A SIG.[ SPRAV tt:AD SHM.l .IE lie'
P\IC ct.. 315 PIP_
AlL MJN LK PlPIN:; SHALl IE UJED TO HAVE A MINIUI aMI [J' J....
M.&. LATDMt. ,.. DM1REAM (F It( IWN LK SM.l IE UJ[I TO *\1:
A MlHIU4 COVER tF 12'.
THt CQCTMC9 SHALL aDlI*TE VlTH tt€ MCHIT[tT ~ Ttf: EXACT
LOCATION r.r Ttf.: I.JGATD COORII.ltR.
TtI: CONJRACHR SHALL VOIrY AlL CONDITIONS AND DKNSJONS SfINN ON
Tt( PlMS AT lt€ SITE NU. TO aM€taI€NT II' WtK "'R THIS
CONTRACT.
ALL JRRJ~TIf)f JNSTALlATIm. ~L COtECIfN TO LOCAl CcmES AND
REGUlA TUN.
ALL PIP~ aN Tit: PlANS IS IWiRMN TlCALL Y IUJT[D rill Cl.MITV AND
StW.l I[ ROJtED to AVOID PlMt$. !DIeM ....JCATlIJ&S SHAll III. V IE
MADE AS t€CES$MY TO KET nELt) ctJfIJTIONS AND [II. Y UPIJ4 M'NOVM,.
[J Ttt: MCHITttT. .
Ttt: COOR~TI>> S*LL IE IESPEtma,E rill Tit: fINAl ADJJSTt€NT IF Tt€
SPRIt<<LERS Me AND RADIUS TO ASSlIt[ JOO PERCENT COYERAG[.
115 vt1.T, Sl~t PHASE El[CTRICAl. POYER IS REQUIRED TO IPERATE lit:
JRR]GATI~ ctlftRO..LER. TtI: COORACT~ SWt.L IE RESPlMJILE n. CD
DINATlMi It<<: LOCAl" If THIS PINER VlTH IM€RS R[PR[SEHTATJVE. IT
StW.l J( M RESPCItSIIIlITY II' TtI: COO'RAC8 TO sa TIMT Tt€
CtJfTRI1LtR IS VlRED IN ~DMCE \11TH ALL ELECTRICAL COlES IV A
LICENSED n.ECTRICIM. All IMTERW,S t€CES$MY TO VJfl[ TIf: ClJ4lIll.UR
SHAlL IE NINIHD IV Ttf: aMMCTIIt
CONTRACTOR TO OOJS[ APPRtPRIATE tIllZlES TO PtOVlJl[ *X COV[RAG[.
<J)
(C)
CD)
([)
en
rll.l
.w.r
THlR'
ClUMTER
rtll
MAlr
THIRD
QUARTER
(Ci)
(H)
<J)
(J)
<I()
Cl)
AlL LNGSaIE IRRIGATD SYSTEMS SHALL It lOV..lI.(J( JRlIGATD SYSTEM$.
A Lov-va..tII: IRRJ~TI~ SYS1tN IS JrSJeJ-tD TO fIIIIOVtl[ NO ... TIMN T+I:
MlNJ.... MG.IfT IF VAT[R R[QUIAED IY Ntf SPEClrJC l~ MATERIAL
TO ENStII[ uvtVAl IF TtMT MAtEIIAL. SUCH A SYSTEM UTH.IZES It ClJtlltMTD
[J' SPRI*LDt M:OWtISftS Nfl IlKS TO ACCIICJMT[ 1'tI: IMDlVIIUM. 1RR16A..
TltJf REClUJlD€HTs tF EACH TYPE II' lNGSCAPE "'bK, JtO.UDIIG TREES.
SMRuIS. CRW€NTAlS AND 'tR' MtAS.
ALL lIIKRGROMJ) IRRIGATION SYSTEMS SHAll IE REGUlATED IV Nt M1TINTlC
TU€R I>>ClJfTRO.lER.
tt€ Jl:SD IS l\€ SYST[N StW.l ItnUIJ[ SPRINICLO tODS ANI DEVJas APPR0-
PRIAtE ,. 1lC l~ MATERIM. TO IE JlRlCiATED.
L.QV TlUcTcav I€ADS I>> UJ\I"Vll.t.K VATER IISTRJIUTJt<<i DE. StW.L
It UUI TO 8lGATE awKD MEAS IN Eltl[R TO"VENT OV[ ~ DCTO
IJIUVJOUS AREA$.
JRtIMTD SYSTEMS StW.L BE IEStGII:. TO "-ACE HIGH VATER JDMI M[AS,
SUCH AS LAVNS, ~ SEPERAT[ zrNS to TtG$[ MEAt" \11TH Itllal VA1tR
~M~~ '.
MJl1NTICALL~ ~TRW.[D JRRlGA1D SYSTEMS $HALL t IHRATEI JY M
JIRIGATDt taNtRl1LER T.-' 1$ cw.u IF -UiATJNG':lfJGH RtCURDQT MtA
~.A WFttl[NT SCtI:ItU rIOt UN VAmt I[GUIRDdf _ASI PRlMK. '
1MT SfOATE lIKS EXISl.
00
<N>
([I)
cP)
<0>
, IRR)GATI~ [QUIMNT'lEGEND
n .
<<[Y URJPTlIIf
A
.
e
"
.
[EJ
~
rg
-.... -
r.///.II
A
..
1AtNJ1b It' pcp..up SPRAY tlAl Jt4TfLLt.. 3/.1 SCH 40 PIPE
[XltNSD reM Sttlua CL[MNCEJ MINIUI tF t' DISTANt( rROM ~.
RAlNBJRD 41 PIP~ SPRAY tl:AD INSTAlLED USING It'
J/~ rL!X PIPE VITH MINI.... II" 1~ lENGJM
RAlNlJRD It' AP"'~ $PRAY tlAD JHSTAl.LtI ,lit 3/4' SCH 40 PIPE .
EXTENSO. rOR Stell ClEARANCE, MIN. ~ liST. FROM ClRB
l' BAClCF'lD'J PREVENTDR TO HEET lOCAl CDJJES
RAIN CHECK DEVICE
'.,
l' IRRIGATH14 METER IV OWER <LOCATION TO IE IJ[T[RMJN[D IJf SITE>
RAlNIJRD J' ELECTRIC VIII.. \It VlT" VAlVE IOXES
RA1HBIRD tQ(l RC-J26OC ElECTRlKCHANJCAL VAll MOJNTED
IRRIGATION cu.TRr1ltJ. CDnRfl.ltR SHALL I[ [QUIPPED \11TH AlL
It LIGHTNING PRQT[CtJlJt AS SPECJr)[D. BY Tt€ MNU" ACTlR:R.
~~ G-L~ 1
1 1141 SCH 40 tWN UN: ,
JRR. SlEEVES, lRt. COOfMCTfJR TO SIZE .. Jl:TAll
tClT[1 IRRIGATJIJt CllfTRACTIJt TO SUE lIH PIP( ftR MAXJtUt PRESS~
AND TO I[lOMIt( ,Em. PA T'f[RN$ TO PROVIDE MAXIMJM COVERAGE
VJTfOJT SPRAY.14M1 SlN ACt ELEt€NTS.
If tI.
Uo~ ~ ~d-, FC?"''--i~
~"'" n..... t.~ ~ ~ II ~ rf6-
f
f
'.<'
. ~..;.~
,IRRIGATION PLA~.
~ :-0;.' , _. ":;'0 ,...' .... :-
'..../"
...'
~ ',~ ,
.
.
" ."'~ '~
1/2' X J S' PVC
rLEX. PIPE
1 Sl 2 SPRAY
HEAD
PVC TEE
.. '
RAJN BIRD MODEL 1812-12.. POP-UP
SHRUB SPRAY HEAD
DCA SERJ ts
BACKrLOV PRtVENTtR
PVC MAl Nt.. J
DOUBLE. CHECK VALVE ASStta'f3L~'''''''::;, ',,'
BACK FLOW PREVENTER . ,
RAIN BfRD NO. 1804~4'"
POP-UP TURF SPRAY HEAD'
\ ,
. t I!. : I
"
t.
(#
, ,
RAIN BIRD MODEL p.GA', SERIES
ElECTR1C VALVE'
{,
...~~'
, .
}
. ~ ..
'"
$P~p1~'G""_, FOR WOOD 8ARRIER
t. _.. TO . PIOTIC'lED ..
J. ........"" '.. It MDGMT
s. UPItOH1'I-"', =~LENT or a-..-
WUId ON " .. ctN1llS
4. MOIIZONTAL- ~ IQUlVALIHT Of' TWO
COUItSII or t · lOPING WITH YELLOW
"-ASTle TAN, OOINO
5. T,:r.~ WE'
NE .' All IDICMD ,
.. ......'0 IDWN IN PlACE UNTfL
~COMItItUC11ON AND HEAVY
<< ~ OUt Of' AKA
~' ~'
.-'
"1O"i:~
.. .,;'
'1:)
. . '.;
.. fit 'A\G8T
'l-~"'i-~
.. T...
, '"
, .t'.'
::.~<t:::;;\'~''';''"'~l!I: ."
TRIIFIC 'IEARING
MIlER 80X ANI) LID
,.'GAl-VMlZCD ~ '
.. ~1'1VE OfI(tCTNCCONtCtllON IHAU.,. "ADE
.twEEN II..AND OALYNIJEI) ~1'S.
8 LOW,. OFF /IN .LtNi ,
r, .~ \',''4~' .; . . ' )
, "':;/1;:';'" '
. ~;;
....
ar=a
--
~1~
~l. -A- IEQOINO-w-ECIAL CONDmONS
..... ... MIII4
SJIEOAL DETAIL
. 'i .
..
l' ~~..
81
lilt
"
_ IIO'fI I
J, ,
4.
ct.ASS ,.. IEOOING-NOMIAL 00N0m0Ns
.;
PIPE IEDDINC Ie TRENCHtNO DETAtLs
:?jif:g:/ ~~:.~.,
~: ..
.l-
'" n.:.-. <<=.t =rJ.....-)
-
~
II
I
...- IUI'III tICIIOII
PICTORIAL YIEVI
.tmES.:
1. RAMPS LOCAT1ONS AlE TO IE COOROIHATtD WITH AND IN CONf'ONANCE
WITH CROISWAUC ..... DETAILS AS IHOWN IN THE ItLANS.
I. I' A CUll ..., IS LOCATED WHPI PIDII11ttAN WIT WALk ACIOSS
THE RA", THEN IT ItW.L HAVE' nMID tIDD; lMI ........ SLOH
or ,. FLAil: IHAU. IE 12&1. .
CURl ..... WITH IETUINED CU" WAY IE .,.0 "II: HDmIWlS
WOUlD ....AU.V WAUC ACIOIS 1M IMIP.
S. RAW" SMALL HAVE A TACTILI SUltACC. 1IXTUI1I TO A KPTM NOT
IXCEIDING 1/'- IV USE or A fA" 0It toU.D 'AlllCATIO wmt AN
IWPlINTID SUllfACI Of EITH~'~. 0.210 WIlE CLDrN ('lAIN
WEAVE. CONVENTIONAL CRIW, 1 1 I- .. EXPANDED WlTAL
(STANOAItO) 0It S POUND EX wrrAL OItAT1NO.
4. IAWPI TO IE CONSTRUCTED AT AU. LOCA1'1ONI SHOWN IN THE .....NS
IVEN WHEN SIDEWALK IS NOT CONITIUCTIO CONCUftENTLy.
PUN Ylrw
~
ASPHAL T PAVDlENT
MAX.
P'r"
(2) .... . DOIIU. - ~ lANO
.
VERTlCAL<~RB DETAIL
au
\.
'l .... ~ fItQo IXCAVAT_~~.'C.f1j:'
'......,/OIIt tI:..tTrt~ wAV'iUI."J ;"
. ALClNG TtoI! ..fIlM"'" C1I' ALL ~y~ ,
2. AU. 1'U9IIISIDITY aAMI. dLL ~N . ,.... lH'f.c:"f'
DNAtNAGE IYlTEM c:QNITIlU';TION >>D.IOPDING .. '
3. TWlt....AN 'I T.... M~flllQJIMMINT'. cc::M'IIUCT~; .
AC>D AOOITICNAL .~'.~ ~Jt.ICX)IIN . ,c
4. .... T fII!NCE TO 1II1~ ~ !NTt,. 61TE. ALON&
,..,.,...., I L.....
t. .'1. T ~ TO .. " ....tJW ~
~,.~
.'
u u u u
":~;;_I)(I )C .' ~Tt ~ IACM MAy
)"':"'~~iw.a MAY MM TQ. ~ IOIIW tD&
." . .....y .... . aA.-.
" -0.
'"
6-
S' -0.
,-
12-
ENERGY DISSIPATER
4'-0-
3- -(f*
,-
T
N.T.S.
,
, ~
"., .c,
\t
...
. .
<0,
,
LINTEL COURSE
WITH (1) *5 BAR
I~
12'
-,
.
o
I
'CD
s' CHAIN LINK GATES wi SLATES
ATTACHED TO FENCE POSTS WI
STANDARD GATE HINGE
6" CONC. SLAB WITH
6x6: 10/1ow.W.M.
b
...
... '. ' .
.,
FILLED CELL
WITH (1) 15 BAR
AS SHOWN
'. .
. ,
. . .
8"x16" CONC.
FOOTING WITH
(2) IS BARS
SECTION · AM
,.DUMPSTER ENCLOSURLQ.ET AIl..S.
n
DTIIlUOED 00NCIII1I a.e
TACK 111M 1IC-30
CCJIiIClM1! "A'OENT
.
.
'4
EX1RUOEp CURB DETAIL
...
.
HORIZONT AL &: VERTICAL SEPARATION REQUIREMENTS
PROPO$EO POTABLE WATER RECLAIWED WATER* $ANIT ARY SEWER STORM SEWER ACCEPT ABLE
UTILITY (GRAVITY I; F....) VARIANCES
HOltZ. VERT. HORIZ. VERT. HORIZ. VERT. HORtZ. VERT.
POTAILE 5' C/C 18" 10' 18" . 10' 18"
- - -------------
WATER 3' 0/0
5' elc 5' C/C '\
RECLAIMED * SEE GENERAL
--------..---. ' 18- - - ------------. 18" - - NOTES: NO.~
WATER 3' 0/0 3' 0/0
, 5' CIC
'ANIT ARY 10' US .. ------------ 18" - - - -
SEWER 3' 0/0
I
~
t) THE TAkE REPRtllm THE ......"" SEPAIATION REQUIRlNENT$ AS
oac.-o IN ,. .D.E.1. '"AP or THE FLORIDA ADWINISTItATION CODE
W.). fHES[ SE'ARA~ MOUIIDaNTS SHALL APP1.Y KTWUN
Y PROPOSED UTIUTY UNa AND atsTIMO OR PROPOSED U11UTY
UNn. '
* 2) '01 TNt: PURPOSE OF' THIS TAILE. REClAIWEO WATD SHALL "EAN
UNRISTtCTID PUlUC ACens IIUSE WATrR AS DEFlNED BY , .A.C.
t7-.tO. OTHER TYPES Of' RECLAIWED WATE. ARE CONSIOEItED lAW
SEWAGE ANO SEPARATIONS USTEO 'OR SANITARY SEWER SHALL AP-
PI. y"
S)ALL _AlATION DISTANCeS" FlOW OUTSIDE Of' PIPE TO OUTSH)[
01 ,.. UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCfNG
OIEATEI CLEAlANCE SHALL IE USED.
. . C/C ... DENOTES CEml Of PIPE TO CENTER OF' PIPE,
. 0/0 - DENOTES OUTSIDE OF' PIPE TO OUTSIDE OF' PIPE.
..) NO WATER' f9[ SHA&+ PASS THROUGH OR COWE IN CONTACT WITH
ANY PART OF A SANITARY OR STOR" WATER MANHOLE OR STRUCT-
URE.
5) ACCEPTAILE YARlANClS:
A. WHP! HORIZONtAL SEPARATION II NOT ATTAINABLE, DUCTILE
lION PIPE OR CONCRETE ENCASENCNT "UST IE USEO FOR AT
WIT ONE or THE "PEI. DUCTH.I IRON OR CONCRETE EN-
CA.WENT MUST IE us[o UNTIL MININW CLEARANCE IS M-
0."'0.
.. WHIlE 1'- .......u.. VERTICAL SEPAIATION IS NOT ATTAINAILE
AT CIOISINOS. USI ONE FULl. I.[NOTH OF' DUCTILE IRON 01
INCASED PIPE CENTDED AT THE POINT OF' CROSSINO. SPECIAL
SUPPORT WAY . KOUIlEo.
C. IF sr......wu.. DEPTH OF COYP IS NOT "AINTAINED, SPtClAL
NOTrcmoN 0It PIPE ..ATEIIAL ....ADE WAY IE REQUIRED.
I) WATtR UNE TESTING .t PIPE SPECS
A. HYDIOST A TIC TESTS CONSISTING or PRESSURE TEST AND LEAKAGE
TEST SHALL IE CONDUCTED ON ALL NEWly-tNSTAUED WATER
DlSTlltIUTION SYSTE" PIESSURE PIPES AND APPURTENANCES. THE
TESTS SHALL BE IN ACCORDANCE WILTH THE PROVISIONS OF' AWWA
ClOG FOR DUCTILE IRON AND AWWA CI05 F'OR PVC PIPING.
I. DISINF'ECTION Of THE WATER DISTRIBUTION 5mE.. SHAlL IE
PERrORWED IN ACCORDANCE WITH AWW A CIS1 - OISlNFtCTING
WATER WAINS.
C. AU. PVt PIPE MUST BEAR THE NSF' LOGO. PVC PIPE ..- AND LESS'
WILL IE 5OR-2', PRESSURE CLASS 200 OR EQUAL. P'VC PIPES '
OIEATEI THAN ..- WILL IE C-lOO, OR-11, PRESS. CLASS 200 OR
EQUAL (ASTW 02241 OR SCHEDULE 40 OR 10 ASTW' 01785). e--.-
DUCTILE 11t0N PI'E WILL aE CLASS 50, PRESS. CLASS 150 OR EQUAL.
C. ALL WATEI WAIN ,mlNOS TO BE WECHANICAL JOINTS CONFORMING TO
ANSI/AWMA A21.11/C'"1.
UTI~ITY, Ptff:. MItilld.U.M SEPARATIQN ~ SPECIFICATION REQUIREMENTS
'<:.".:'\...;,.'~-- -
,...
~
sl
..,
Go ~
I~
I ~
!I
~
1=
f~
~ ..
~ iD ..
i- .. i2
I ..1 a;
fg ~ ~ ~. ~
B~ea:3aCo)
Q Q
~~
Co) Co)
:z::
-
~
-
~~
CIIJ ~
:II=-
88
en rn
to:) to:)
!!
~~
zz
iiii
ra... ra...
00
~~
t)t)
~
g"-
........~
- ........
........ C\l
C\l -
~oe
-.t U i!~
> .,
U c.? i~
z~l!
< ~ .:.;"
U ~ C;,
-.t ~II
li.~,~
~Zz
'~~i
iYHOWAS H. SICa TON. P.E.
STAl[ OF flORl)A
It[G. NO. 42752
PILI NAD UTTR-Dn.
PIlI " 18200
BET: 8 OF: 8