HomeMy WebLinkAbout1997 08 25 Regular Item B
COMMISSION AGENDA
ITEM B
REGULAR X
CONSENT
INFORMATIONAL
August 25. 1997
Meeting
MGi2.I.J~1fDEP"-
Authorization
REQUEST: Land Development Division requesting Commission approval of the Final
Engineering for the Stone Gable PUD.
PURPOSE: The purpose of this Agenda Item is to approve the final engineering for the Stone
Gable PUD, a proposed fifty-three (53) lot subdivision, The property is located on
the south side of State Road 434, to the immediate west of the DOT retention
pond, west of Winding Hollow Boulevard.
APPLICABLE CODE:
Section 9-71. When a final development plan is to be filed; extension.
(a) The final development plan including engineering and plat for all or a portion of
the area covered by the preliminary plan shall be submitted within one (1) year of
the date of approval of the preliminary plan; otherwise, such preliminary approval
will automatically become null and void unless the City Commission grants a
specific extension of time,
Section 9-72. Processing of final plans.
Processing of final plans shall be as follows:
(1) City Planner
(2) City Engineer
(3) Staff Review
August 25, 1997
Regular Agenda Item B
Page 2
(4) Only if significant changes, alterations or modifications have been made to the
final plans which would cause to be construed at the time of staff review that a
substantial difference between the final and the preliminary plans now exists, plans
must then be sent to planning and zoning for further review. If no substantial
difference between the preliminary and final plans exists, this step in the process
will not be required.
(5) City Commission
Section 9-73. Form and contents of final development plan.
(a) The final development plan and plat shall conform substantially to the approved
preliminary plan as approved and shall include all conditional requirements
specified by the city commission on any conditional approval of the preliminary
plan. The subdivider may propose only a portion of the area of an approved
preliminary plan for final development should that be desired. Whenever
developing only a portion of an approved preliminary plan, that portion being
developed must be engineered so that section is not dependent upon further
development to ensure adequate drainage, sewerage, water and other
improvements.
(b) Additional engineering/plans to accompany the final development plan/plat:
(1) Potable water including fire protection systems
(2) Sanitary sewer
(3) Drainage and stormwater management facilities including underdrains
(4) Bulkheads
(5) Excavation and fill
August 25, 1997
Regular Agenda Item B
Page 3
(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 the swale (or bottom of road base where curb and gutter is
used), underdrains shall be required.
(8) Soils exploration. The results of comprehensive soils explorations,
evaluation of results and recommendations by a city-appointed soils
engineering and testing firm. The soils explorations work shall include as
a nurnmum:
a. Results of borings located by 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 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,
(b) If during construction of improvements, the city determines in the field
that soils andlor groundwater conditions are found to be different than
shown in the data submitted with final development and engineering plans,
or there is question about adequacy of the approved plans caused by
conditions found in the field, the city shall have the right to require
August 25, 1997
Regular Agenda Item B
Page 4
modification of the previously approved design plans including, but not
limited to modification of street grades andlor 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
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.
(11) 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) If the developer elects to request approval ofa final development plan
separately and prior to approval to record the plat of that development, the city
commission may approve such final development plan if the plan is in substantial
conformity with the approved preliminary plan or a subsequently approved
modification to the preliminary plan. 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.....
August 25, 1997
Regular Agenda Item B
Page 5
CHRONOLOGY:
March 10, 1997
- City Commission approved Preliminary Engineering
April 3, 1997
- Final Engineering Plans submitted to the City for review
August 14, 1997
- Staff Review
FINDINGS:
1. There are no significant changes, alterations or modifications made to the final
engineering plans. Therefore, further review by the planning and zoning board is not
required.
2. The final engineering conforms substantially to the approved preliminary engineering,
3. The Staff has found this project to be in general compliance with Code requirements.
4. The developer has chosen to request approval offinal engineering separately and prior
to approval to record the plat of this development and the City Commission may approve
the final engineering if the engineering is in substantial conformity with the approved
preliminary engineering
CONCLUSION:
The Staff has found this project to be in general compliance with applicable code
requirements.
RECOMMENDATION:
It is recommended that the City Commission approve the final engineering for the Stone
Gable PUD.
August 25, 1997
Regular Agenda Item B
Page 6
ATTACHMENTS:
March 10, 1997
August 14, 1997
COMMISSION ACTION:
- Commission Meeting Minutes
- Staff Review Minutes with attached Staff comments
- Final Engineering Plans
- Landscape Plans
Re1!ular lVleetin1! City Commission
lVIarch 10. 1997
96-97-10
Pa1!e 5
Land Development Coordinator
C. Requesting Commission action on the recommendation of the Planning and Zoning Board that
t he Stone Gable PUD Final Subdivision Plan/Preliminary Engineering be approved. PURPOSE: to
forward to the Commission the Planning and Zoning Board's recommendation that the Final
Subdivision Plan/Preliminary Engineering for the Stone Gable PUD be approved. This property is
located on the south side of S.R 434 to the immediate west of the DOT retention pond, west of
Winding Hollow Boulevard:
Commissioner McLeod mentioned that he was unhappy with the 50' sites, but it passed with the
zoning. Commissioner McLeod asked about the location of the 6' aluminum picket fence. Mr.
McIntosh said it is scheduled to be on the west side of the commercial property and said there is no
requirement for a fence there but it is proposed by the applicant to add additional screening.
Commissioner McLeod said he feels that in a short period of time the aluminum fence will look worse
than nothing and said it is his personal opinion is that instead of a fence it needs to be a brick wall or
block wall with stucco on it and said aluminum fences are not attractive at all after a period of time.
Mr. McIntosh said he could safely state (for the applicant) that they would rather build nothing then
a brick wall on the commercial. Commissioner McLeod said he feels that a nice landscaping buffer
would be nicer than to have an aluminum fence. Commissioner McLeod asked if the developer is
following the guidelines (as we're laying out with the 434 vision) with regards to landscaping. Mr.
LeBlanc said the)!.are attempting to. Mr. McIntosh said the spirit is embraced by this applicant and
in the developer's agreement there is reference to a split faced block wall as a standard for the wall
and the applicant has opted and asked for clarification that a brick wall is an improvement of that
standard and that is what they are asking to build on the highway and that is more than the
developer's agreement required them to do, but says he thinks it is consistent with what is trying to
be done along the corridor.
Commissioner Gennell said where the waJI is going to be along the front of S.R 434, how many feet
will it be set back from the R-O-W. Mr. McIntosh said there is a IS' buffer, and we had asked the
L.P.A for some flexibility such that the wall did not have to be placed exactly on the terminal end of
that easement; in other words to provide some flexibility for cut-outs and such so that the landscaping
could be done creatively; but it will be within the southern 5' of the 15' buffer, and for the most part
directly adjacent to the subdivision itself Commissioner Gennell asked about the sidewalks and the
landscaping and asked if it was the applicant's intention to move the shrubs a few feet back from the
sidewalk. Mr. McIntosh said the way the sidewalks generally run they run in the RO.W. and in this
case they will be at 7 to 10 feet between the back of the walk and the wall, which will give plenty of
room to house the landscaping.
Commissioner GennelI asked about lot clearing as she has had complaints from residents in different
areas of the City, that move into lots where there are trees along the rear of their property and then
a developer sells the back lots and all the trees are bulldozed down and asked that were it isn't
necessary to go in and just do clearing to leave some trees. Mr. McIntosh said in this instance, there
are no trees in that area.
Commissioner Blake said he has a problem with the 50' lots and asked what is the need to have 50'
Reswlar :MeetiDl~ City Commission
March 10, 1997
96-97-10
Pa2e 6
lots on this parcel. Mr. McIntosh said the development agreement contemplated it and the applicant
has determined that in order for him to be able to develop the property he needs this many lots in
order to deal with it in the market place and an area that is completely void of vegetation, allows for
a more dense development; also we have the transitional issues, we have commercial properties to
the west and north, and F.D.O.T. retention to the east and a power line. Discussion.
Motion was made by Commissioner Conniff to approve Agenda Item C with the two caveats
from the Planning and Zoning and the recommendations of Staff., Seconded by Commissioner
Langellotti. Discussion. Attorney Kruppenbacher said 011 page 7 of the agenda item,
paragraph 1, refers to the term the concrete wall is spelled out in the settlement agreements,
there are no settlement agreements, it should state developer's agreement. Vote:
Commissioner McLeod: aye; Commissioner Gennell: aye; Commissioner Langellotti: aye;
Commissioner Blake: nay; Commissioner Conniff: aye. Motion passes.
Community Development Department
D. Requests the City Commission to approve the first reading for adoption of Ordinance NO.652 to
change the Future Land Use designation of a .229 acre parcel located on the north side of State Road
434 approximately 3,000 feet east of U.S. 17/92. PURPOSE: to request the Commission approve the
first reading of Ordinance No. 652 to change the Future Land Use designation of a .229 acre parcel,
that would be developed along with two other parcels into a Winn-Dixie Grocery Store, from County
designation "Commercial" to City designation "Commercial":
Motion was made by Commissioner Langellotti to approve the first reading of Ord. 652 by title
only. Seconded by Commissioner Blake. Discussion. Vote: Commissioner GennelI: aye;
Commissioner LangelIotti: aye; Commissioner Blake: aye; Commissioner ConnitT: aye;
Commissioner McLeod: aye. Motion passes. Attorney Kruppenbacher read Ord. 652 by title
only. Attorney Kruppenbacher pointed out that in the agenda Item D says that it is a request for a
change and identifies the purpose to allow a Winn-Dixie to be developed, we need to clarify one thing
and that is there is no guarantee a Wmn-Dixie is going to be developed, the Commission is converting
it to commercial property and are not contracting for a Winn-Dixie and said he just wanted to make
sure the Commission understands that.
Community Development Department
E. Requests the City Commission to approve the first reading for adoption of Ordinance No. 653 to
change the zoning designation of a ,229 acre parcel located on the north side of State Road 434
approximately 3,000 feet east of U.S. 17/92. PURPOSE: to request the Commission to approve the
first reading of Ordinance No. 653 to change the zoning designation ofa .229 acre parcel, that would
be developed along with two other parcels into a Wmn-Dixie Grocery Store, from County designation
C-2 "Retail Commercial District" to City designation C-l "Neighborhood Commercial":
Motion was made by Commissioner Blake to approve the first reading of Ordinance 653 by
title only. Seconded by Commissioner Langellotti. Discussion. Vote: Commissioner Conniff:
aye; Commissioner Blake: aye; Commissioner Langellotti: aye; Commissioner Gennell: aye;
Commissioner ,McLeod: aye. Motion passes. Attorney Kruppenbacher read Ord. 653 by title only
and stated that the same comments he had on Item D also applies for this item.
August 14, 1997
To:
City Manager
Community Development Director
Staff ~
Land Development coordinato~
from:
Re:
Staff Review
Stone Gable PUD, final Engineering
The above referenced Staff Review was held on August 14, 1997. K. White represented the
project. Staff members present were Houck, Jenkins, LaIIathin, LeBlanc and Lockcuff
Please see attached Staff comments.
The consensus of the Staff was that this be sent to the Commission with the recommendation that
the project be approved,
MEMORANDUM
TO:
Don LeBlanc, Land Development Coordinator
Don W. Houck, Building Official ~
FROM:
SUBJECT:
Revised Final Engineering - Stone Gable Pun
DATE:
August 14, 1997
1. Since each lot requires 1.5' or more fill, soil reports will be required for all footings
when homes are constructed.
DWH/alIl
DWHllandmana/Ol05
MEMO FOR RECORD
August 13, 1997
Land Development Coordinator #
From:
Re:
Stone Gable PUD
Final Engineering
I have no other comments on the Stone Gable PUD final engineering.
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327.1800
August 4, 1'997
Kirby White, P.E.
Donald W. McIntosh Assoc., Inc.
2200 Park Avenue North
Winter Park, FL 32789
RE: stone Gable PUD - Final Engineering Review
Plans Seal Date July 31, 1997
Dear Mr. Whi te:
The revised subject engineering plans were received on July
31,1997, and were found to be acceptable and in general compliance
with City Code.
By copy of this letter, I am recommendinq the subiectproiect
be forwarded to the City Hanaqer for his decision to place it on
the soonest aqenda for City Commission approval.
After Commission approval, please contact this office to
schedule a Preconstruction meeting. When the project is completed,
you will need to provide "As-built" drawings and Mylars, a Letter-
of-Certification and a three hundred dollar ($300.00) "As-built"
inspection fee. Please check with me at the time of completion for
the number of "As-built" drawings to be submi,tted.
If you have any questions, please call me at 327-8397.
~~~~
Mark L. Jenkins, P.E.
City Engineer
cc: Public Works/Utility Director
Land Management Coordinator
Building Official
Kirby White, FAX# 644-8318
WINTER SPRINGS UTILITY I PUBLIC WORKS DEPARTMENT
110 NORTH FLAMINGO AVENUE
WINTER SPRINGS. FLORIDA 32708
Telephone (407) 327-2669
Fax (407) 327-0942
July 28, 1997
TO: Don LeBlanc, Land Development Coordinator
FROM:
Kipton Lockcuff, P.E., Public Works/Utility Director
r
RE:
Final Engineering for Stone Gable
We have reviewed the fmal engineering for the Stone Gable Subdivision signed and sealed July 15, 1997
and recommend approval of the final engineering with the following conditions:
1. Prior to the completion ofthe DEP water and sewer certifications and acceptance by the City, we
require one set of as-built mylars, two sets of prints, and a Bill of Sale containing a cost of improvements
and two year warranty.
2. Arbor permits will be required for the site work and also for each lot.
3. Any street signage required for public streets will be provided by the City at the Developer's expense.
4. Water and sewer capacity has been reserved for this project. The reservation fee of $0.35 per gallon
per year of wastewater based on 300 gallons per lot will continue to accrue for each lot until such time as
the water meter is set. The connection fee of $2,282 per lot is due at the time of building permit
application.
File
FROM:
Don LeBlanc, Land Management Specialist
Glenn Tolleson, Deputy Chief of Operations ~
July 21, 1994
TO:
DATE:
SUBJ:
Stone Gable Pud, Tuskawilla Road Site, and AMOCO
I have received and reviewed the submittal plan for Tuskawilla Road Site, Stone Gable
PUD, and AMOCO. I
have no objections at this time.
WINTER SPRINGS
FIRE DEPARTMENT
102 NORTII MOSS ROAD
WINTER SPRINGS, FLORIDA 32708
TELEPHONE (407) 327-2332
FAX (407) 327-8514
MEMORANDUM
To:
From:
Date:
Subject:
Donald LeBlanc, . land. .Man. agem.en.. t Specialist ,A '
Timothy J. lallat~in.Fi[eChiet ~~ / ~
May 8, 1997. " ,d_C:o--:_c
Staff Review Board, Stone'! Ga-ble Planned Unit Development
,''-- ..,'.' ; -,.J " " --..}"~ I -',.' " ~
Revised Final Engineering:,-:~~" . <" .: " '\
, ~ . ,.' ..~., -- "" ' "'~ \
.. .- -'- "-'..' ( '--' ~".
/, " .:'::'!'<<}'.. " j ,//,', ." .~
The Revised Final Engineering hasb~en reviewed as 'submitted on May 1, 1997 with
no objections. " ",' , . " ~ ,'" , ' "
No additional comment~:;;are reiq~ire'(i~~t this tijne.
? "
" \ .-.~.'
1 .....,-. :;;~"
,
. ',,;
. .~,'
, i
,...- ,
.::.') - \
e
.
1;-
Ji'
All>
.
",'
.'
,. .;'~
. ....."..~>
',-, .
."
~,;
F .-",
-,- ""...~,, .r-- . ,'-
.~.
... . ."
x '. .
~- .~ f .;.; ~..
.> :~~""i:i:' . .,~.
~1''.'' , Co.
'>"1>' .'
". /..';:". .,.. . . .
. :' .~ '~:j~~~-", ~~: -, (
..
P &T ANDAfIlP I10DULAIt I!lIllICK f;lQLOCK.
6T ANOARD MOD~AR eRlCK IOL.Oll!fIl
NOfIlIIILeGtAN eRlCK
r- EXI&T1Nti GIllADE
.---~--~ii:<~' '\ >
" .~.
".-
.;.
n'-e'
,/'
"
.
.
TWO &TANDAf;D MOPULAR .
eRICK 1IIOL0CX6.
R 15'-!;'
I
12'_4'
6IGN MQI
PLAN
I '13
1 2' 1
II
, 12' 1
11~~'
SIGN WALL'''''~.
ELEVATION
.
...."'--
4
TWO' SIDED
ENTAYMONUMENT PLAN
ANDELev~TlON
. 11& WATT METAL I4ALIDE
FL<:>oD 1..IG....T.
TYPICAL FO~ ONE PER
t.- 61GN FACE.
6CAL.EI1/4'.I'-I)'
'~
~'j., ,,_ ".....o/lI..
.~<F~....,'""'.,,J ~....
"r~ ""':lii<1;"' ~. ,....
.'. -"'~~~l~---;t:- -" .~
,
. ;;:..
(.-;
.~~....
.
~--
~ .,.A",:",
&T ANOARD t1OOUL.AR .ICK
tIie01.0ac6, (4' X 2 2'" X .')
COL.OfIt TO MA TCW
MAIN ENTRY WAU..
6T ANDA.-D MOI:)UlAtIt M10<.
&bI..1:>1~ (4' x 2"4' )("')
COLOIItTO MATCW
MAIN JiNT1IltY UWJ..
.;
TIU!e~
COLOR TO MA1'jM .
MAIN ~ wAJ....:
,. AL.Lt1tNLt1 U:lilM.
. fONT .&TYL.I. TOl1A1'CW
MAIN ENTRY ~'.'. .'
, '.
8MIS'~
eHe 'eQL.OlI!IIt
~IAN
. -~ ....:: -
\\)
. I'
~. . '.< - ..
&n
NOT!! .
eEE' 6CH!MATtC'~l'
6ECTIc::N T14I& ~.
.... '.'.":: . 2'
..... . . ...~UVA1ION.
, "I.~ ;,J~' '.. \;';,~.i ' " ~I:~':~' , , '. ' "
. . ' ~ :, ..~:- : . ~_.. ,:. 1 ! .;':;.' :~.,' , ..' .... .
" , :...J '-~:.f~'; .F,: ,.'; ,~. , '.: ..I 2~.'~:,,:' '. .
, ....... "A'~ ...... ',.;':">+..'>
{. "',r~~ .' . ,'~~,'
" ,,~.,_:.~A[.Ii~,~'ELEv~11ON
~ "" ~ ;" ~ ... . ,,."'....
" .eCAL.e. '114- .J'.C)' . . ., . '. :' . .... " .~;'-<';':..:'; '1. . ..
, ' ,," " " ,', ,'0;~~;' ' ',"
" . ,:If'
?...- ,.',
,.
~~ .
, '.
, -'';'.'
'," -',..-
-~. -. --.
"---
......,.., ..~-
,~,i:......fI.: '. ,'~:-'
~~~".~~
, .. ...._'.~.,~.._.!~"".(.
.--"',.it'<~...-......,.
.
?~':"t
. '
.
i
"
cefIltAMlC TilE ~, C()L.0IIt
TO ee OETEI'IlMINEP BY THEou.NEfCt .
.' X e' TQ..E 6GlJAIll1E&.
. NOTE:
WALL ~INFO~CEMeNT, AND FOOTING TO 6E ......
DESIGNED ey' OTJ.4ER5. '
I-
GENERAL NOTE. S'
.. .
stANOA~ .MOOUA1..A~eRICK .
NOMINAL DIMEN&lON&. 4' x 2 213' xe'
.
.',
OQJI!SL.E ROW eMe.'
~00<6 '.
N~GIAN SRICK
N01'1INAL DIMENSIONS
6' x 3 lIS' x 12'
ALL BRICK COLORe AND TEXTU~S TO 6E APPROVED .
6Y TI4E ONUJER
TILE ~
.
I' LIP
LETTER STYLE 5I4ALL BE ESTABLISHED BY
..)-. ' .
T~E SIGN CONTRACTOR FfNAL SELECTION &i4ALL
BE AP~OVED 6Y TI4E OUNER
T~E COL~ AND TEXTUR!: OF T~E el x e' CERAMIC TILE
"GN 6ACKDROP s.4ALL BE APPROVED 6Y TI4E .OUNER
6EE LANDSCAPE PLAN Sf-EET 1.
. ALL LIGI4T FIXTU~S TO 6E SELECTED 6Y OUNER
f
r~
. j
"':~;"\!
~;..
: - .....,~'
. 'v
- '- -,,-'~~'
. "J
. -",
,
-
_.
1
AU.t1. lETTEM
-
r-
NOIllILLEGIAN ~I LIP
efltlCK &olOIEflitI
~~
FOOTING 8Y OllolER&.
NOTEt
. ~%ONT AL. WEADER !SOTW &10&6
&I1AL.L MATc... &oLIDIER liP
W' WIGH4, vel TWIO<. AL.tI'1INUM,
&UfrlFAc:E M~T LET1"E., COL.OR TO
ee eELECTEO ey OUNIfIIl
TOTAl teXT A.-A Petit aloe . 12 &.F.
NOTE:
eeE FOOTING Ol!6tciN ~
VERTICAL. ANt:> WORIZONT AI..
IIIE~T BY 01lER6.
, ,
. ,
~.
MAIN SIGN .;W AILL
SCHEMATIC WA~L SECTION I
SCALE: 1/2' -1'.0'
~-~ ~-
~LNO~: :
COLU1"1N&,!5tD' oc. WIT~ bl X lS' 5RICK
PIER AT 2&' MIDPOINT, (TYPIC4-L).
I
i
;1
. r
&T AND~ MODUl.AR 6RICK
I~
.1
, '
, ;
ROLOCK i I
I
I
T I II I II IIf tl IHI I:J 'I ,II 1 III II I I I I I
I II /I ,
,
".r I
:>>i ,";"<"0.,,.' .,'" ". '.~ _~-t('Y, , -,J
. . .. f.. .,~~.
Q. F " ,"'.' '. ....
.. -. !
",;-J1:f.i";, .,
'.
" .j ..",
"'. ..... 1
'- .I
, !
" , ;
i
;
j
i
, I
'-- NOfi&EGIAN BRICK
, ;
" '!
2S'-h' o.c.
~, I
'1
'I
'\J,
..,
1 I I I I T
1111111 , 1111 II
h .
t I.-
.' I,>. ,.....- :.
./ ):; ". ~ ;:... r ; I:.' > .' ."~...
.\ .,~O';:,--,' "..,' ~i;- /--..-, .~~ .~ , ~ '. " '''-'', .. .
" " t:- ~~ ~ ~ ...
,,"" , I
.. ... -
} .
i' , '~
, '>.
~\t ...
.~ ,
., .. ,~
.'
..
. ,
b' HT. ALUMINUM PICKET
I ~
...,.,;""'''''''~~.
.,
:.:::
FENCE. poeTe" OJ::..
(aLACK FINI&j..V.
BRICK COLUMN
2516' OJ::.. TYPICAl.
~...': i
BRICK COLUMN
212>1-0'1 OC. TYPICAL
TYPICAL 6' ALUMINUM PICKETFE:NCE
5CALE: 114' = 11_~u
......
. . TYPICAL 6' BRICK WALL
SCALE: 1/4' = 11.(l)'
NOTE:
WALLFeEINFO~CEMENT, AND FOOTIN~ rOBe
DEel~NED 6Y' OT~ER5..
OoueL.E ROW IMe
ROL.0CX6
Stone .G'able ,PUD
Tf-lECITYOF WINTER SPRINGS, FLORIDA
Cambridge Homes
TILE e~
AL.LI1. LI!T11If11t6
2'l1P
.
\\)
1
d\
&Me 6OL.D''''
NOPeLLEGIAN M1CK
FOOTING BY one.,
~.....
NOTE:
~I%ONT AI. t-EAt:>ER !)OTW &Iosa
eHAU. MATCH 601.IOIER LIP
~
.'
;^
,
i
'. 1 ....
'.
,,'.
'"
NOTE:
. eEl! FQOT~ oeelCiN ,6N)'
VEfItt'lCAL. AND ~ZQN1'~
,.~ ay O'1lol!fllt6.
'AUGUST GEfiA~.SC~ARTZ
. LAND&cAl r 11 A~rrecr t,;fc:&N8E. ~ '-4erI 2 '., "',:'
PoeT OFFICE 6OX"1
WINTER PAFi1<, FLORIDA 32'~..'
~ '. ~
tp\~\" ,
,
: ~
'-,,", .
'.-'
t '
,
VlLLAQE'SIGN WALL
SCHEMA Tie WAL~.SeCTlON
Fe$vJesd 4/2~/~'
ENTRY SIGN MONUMENT
"
4
I
. ." ,{~1
'. : ~;~:1
ecAl..E: 112' _.I'.t)'
J- t- ',:": .
"
. $
,'.
..,">'\'
_0~
''''':".~.
. ".;>>;"'"~..
'<.
"7 *'f~'
" ''''. ~-'
.~". l' r,'" ,
:' T " ..
.r' ~~
. t ...
.. ... '; '"
/' '1!!I(,;r f
'\i62'~'~ ;..:.,........
'. ." .' "".',
",' c..
. . e. .,~"",.' _'"
..
"
~
....
G
~
(1)
1 ~ I I I \ \ \ \
d 1 t.a nc~16.'-\ \ I 1'-'" \ I _-.:...-.,.''' -:..::. - ~-
& T ght e '~.'- \ 'I \ \ \ \ \ \ ~. \.~ __ ..oct-;r -- --- ; ,..L-":". __" __ __
., 1"... , (4c.. m F ~ .--- I ~ ~ ,----- - .--
= ~ ;;...;' .~~ \ \ \ ~ ~~_=F .-- .__ --
~ .' \ ./~,'~ -:- ~~ ~'..- -- -- -- -- -- - -
_ .~_, ' ..:L ___ .,.",.".--. -' __ -- __ __ __
,/ o'~.0- ,,' ~ -- -- __ .-:.---
-- --'r . · ~. ..~'. r
.-, . -'~~ ~~
~'''''''>.. ;"8' _....-
, ..'....J ... .
'. ~ '
b<J"- ~,~ .' / ./iii\ .,
.' r(;.... \:, '7 ..~
..... \ ~~ J'}.~~~ - _ _
@ .........~.~l -------
1 ~\~~ \
-r
T
;:<.
A
:~
, . '\ . t ,. '. t -
I I I . ,v" "
I 1 i.,' /,/ / ~/~-
--\1 I \. ./ -i/~'.~:/ . .
o.c. ;~:,;: I I I' II I l I I . I 1...-,:... ~ --,.-; ~=;"::' ~,yfrj ..:.....~"~ r
\ ., \ I I I I
111\111 --
I \ I I _ --- --"".- - --
I I \ \ \ \ 1 \ ~ __ -- -:::::..~ ---T~;;-;;' @>,..c7f....... . ~ =- _ - ~ 6' wa\\ 8.e. . I o.c. T!:IPica' or wall \\
\ \ \ I I \ ~k'~g: ..~ \_.J J..::" ~ ~ 1 ~~, ~ ~ _ __ - -, torear.,ace __ __ ~
....:--: - :--~ ~S~ 1 . ~ 7'~ ~ ~' ~ -- -- __ ~ w~ -- -- \
' __ --- --- . 1 ---' ~ '~'==-- -- -- -- -- \ _- __ -- - -
-- I - -- -25~---\ __ _ __ - \Ot. 2~
-- 0
---- .
f' ,. tc"
~ ~~~.~~ \\ \ \
fKOt'M tAlICSt wt~ '. ~'~~fO 1
'1 \ PLANT NOTES "CONTIIWUUM '~~mmo.l: r-"tuJ:H 1. - -
CLEAN eAO<FlLJ.. 'J. ..... '. Wi .il - I ~
~ ' MIX. WATER . TAMP ~III-III-II ....:.~ ,~",'I-III-III- IE
-- - I). ALL LANDSCAPED AND WDDED AREAS DELINEATED ON TI-IE5E PLANS SI-IALL BE TO FIEMOYE AIR .-TIT-IIl= .:.~~:~. \ ',:':~::'91~ m rr-i
- - IRRI~ATED. TI-IE IRRIGATION SYSTEM SI-lALL DELIVER 1. TOTAL COVERACsE ON TI-IE POO<ET& 1- . "~:\:~\ r) ....... -m3lT-
- - ~ 1 ENTI~ SITE. -I~ml "~~"Ilr 'mTII~m= = =
\/(' D v ALL LANDSCAPED BEDS SI-lALL BE TOP DRESSED WITI-l 3' C/fo PINE BA~ NUGGET MULCI-l. =~OP~"=~L~' '" "Wi "111" 1m "'1,"111 I
3). ALL TREE SAUCERS &+1ALL 6E TOP DRE55ED WITt-I 3' OF PINE BARK ~ET MULCI-I. fIIEf'1C)Vf! MAN-MAP! _II '-111=111 r
., + , aR-AP MATERIAL ENTlflIE. Y. - - -
i\.t 4). IT 15 T!oIE PeSPONSI61L1TY OF TI-iE LANDSCAPE CONTRACTO~ TO BECOME FULL Y FAMILIA~
.... 1\" UJITI-l ALL EXISTING SITE CONPITION5 AND TO STUDY ALL SU6&Ufii!=ACE UTILITY PLANS
l \ AND ARCI-IITECTURAL PLANS(:W AS TO ~VENT DAMAGE DURING. TI-IE INSTALLATION
\ \ OF TI-lE LANDSCAPE MATERI~L.
Note \, !:l). . STAKING OF TREES AND PALMS IS AT Tt-IE OPTION OF TI-lE LANDSCAPE CONTRACTOR
center wa 1\ on I-lOWEvE~, IT IS Tt-IE RE5PON$IBILITY OF TI-IE LANDSCAPE CONTRACTO~ TO MAINTAIN ALL
propert~ Iln~. \ l' i TREES, PALMS AND ~RUe& ijN AN UPRlGt-IT PLUM CONDITION.
7' _ -r!i' , 6)..1 TI-IE L~SCAFE CONTRAar~ t>t-IAl..L 6E RESPON51eLE FOFi ANY DAM~ TO
\ (0 ~ . ~ : I ARCl-llTEC~ OR PAvec>ru~ACES. .
: ::> , 1).. ALL PL.ANT MATERIAL SI-lAl,L.: BE GfltADED FLORIDA NO. I ACCOfII!DING TO Tt-Il! GRADES
J ' AND &TANDA~ ~ TI-IE FU()RIDANUJltSERYMAN'S AS6OCIATI~
\/""1 B). ! ALL~E CALI~~~lM!!:N~'~~[t~~~6~D 1~'~QpOFft-IE
L\J".~'+ 1_ ;~ O'~"t~" 0tu~p '......1 : ROOT BALL. ';
n \J '-"", ;:J ...... ~). I Tt-IE LAND6CAPE CONTRACTOR t>t-IALL INSURE THAT ~SED LANoSCAPE eED&
, i DO NOT INTE~EfIitE WITH PROPO&ED DRAINAGE PATTE~.
Y . '- j
10). . TI4E L.ANDSCAFE CONTRACTOR SI-lALL UJAR~T'r' ALL &t-IFaJB5 FOR A PERIODNO
51-lORTER THAN ~ DAYS F~ TI-IE DATE OF TI-lE . FINAL ACCEPTANCE' ey T..e CL./ENT
AND LANDSCAPE AfliCt-IITECT. ALL TREE5 5+-IALL CA~ A,MIN~ ONE YEAR
, WA~NTY. ALL WARRANTY RESTRICTIONS SI-4ALL eE &PECIFICALLY OE&cRIBED IN
~ITING AND 6HALL BE PART OF Tt-IE elDDING OOCUMENT&PRovIDEO TO TI-lE tL.IENT
BY THE LAND~APE CONTRACTOR.
eEFQRE PLANTING OR SODDING THE LANDSCAPE CONTRAC"O~ &HALL FevlEW TI-IE SITE
G~ING AND DRA/NAGE AND SHALL INFORM TI-IE CLIENT oFANYORAINACSE PR06LEM&
; OR INADEQUACIES.
d ~
~
~
"'c-~ )
d \E~) \.8 \"\ ~
& ,~\"\\., (A'€:1 ~J:-
,,\(Z) ~
~
-
~
..
,
-
~
I
- 3'~ -:.
on cetlter..,
-:-',.
1-
- S0/t)-
o.c. T~plca I
.' -
..' .
-
~
~
s
A
E
o
S-
4-3--:4
/ii\
\f:Y
\
t-"
-
~
~
~. .
d
-
--
-
--
--
-
-
-
--
--
--
-
--
--
-
-
-
--
\ot. ::>0
;;::
-
-
two sided
sign.._monument
5~RUB FLANTING PET AIL
J<
/'i\
\!:!./
/i;"\
'@.I
/iii\
~
/6\.
"'€il
_Io..l
( r~
)('.~ 1..1 /.
i./, ...'; J rl W '.
'~~ ~ \
I ,~
,
LIMIT OF SOD
Tfi2.ACT A
COMMEfi2.C\ AL-
'.3 ACF2ES
ecAL.EI NOT TO 6CA1.E
· fDAINT ALL CUTe O'VEfIt I' OIA.
If1nEADj..:' ;;~';." .~.'~0;::.t
~J>~"" . .-' I'i:
i
.
~'
sod this .plJpEt
/'t
-
.........
.,:. k ~"'> ~>>If&llUU ..
~, '..1;j;'.~;~. ';.l:,,,.:~. ,',', ',.
.f!l\..AN'f I() 'no4AfTc;,. a= ROOT
eALL /& EveN'WlT~ TfoE
FINI8f.EP ~
end of fence
.od
.~ ~
,.. tit:;, ....
. IJ (1)
~t ~ ~
~+~ (1)
~
~~
,; ~
" }:;
/ 4;~.~~ i&
/ ..' P +~~, ~
., ~ '2 t'~
.. .' ....~, "C~' -!:>/Z)~-
./ ~',('~ ../" \--14.~-t O.C.l~l__ --._-
" The VI e" .""-1~ __ 05- - ~ --
~ .' . ~ Sign Wall ,,~~T' "It ~~ - -, +""1 ~a\\
. .. - ~ ~~\ 1 '~ \ \
." '\!!Y .... K.r l~ \-;:;- 25./2) ---\
'\, / - ~~''-'' ~ v+"/ ( o. c. t~plcal
~- / /[,....- , . / on c er,,\ ~
~~.~. .... ..w /_ 'VO\ ." ./.'. '. ~~
~~. ,. /~~,.oc ~ . ~" "'. - ~
\~~;,~;:r~ ~~~ .. ~ \/, \
.... ';t f:Y.:;;: ..:y- ~:'"\4; '\ /
... ~\ .. . . w; ct J'~ It.T j;/ \ . '" / .. \
"3" , h.t kA . )., .j \. \ '
. _ . .~rm - . .' ..' " ,ri\' . .' ,.'
y~ab- ;:/<..:> \ ~
'/~.'..',:----.' ,../ . / . /j \
'/ ../2\ ..<-- -- , ..
"I ... "(;HI " .
/ 7,.
/ /
\
\
.
· FLAG GUYING WIN:6 WI~
6l.IRYEYOR TAPE
.-
\
-
3 2 ')(4 '><2<4. PfIie&6 TllIEA TED
&TAKE& - TOP OF &TAKE
.'AeOYE~
~
I
-
d
~ .!i
- 1":n.::: ~ .:'::.:':.: l=mlli 'WI
1 II m~ ':::::::" '~:::::::::.1~1 r-
-. I 1- ~f :::.;.:. J:.:::::) ~m II.
'::,' iLUI ~:::'~r- -ffi-l
1 ~: Inf141 &1111 j rITlH I~II;-
)11 mlll~ ~ m~ ~ I~ill" I
I. 2 X aAL.L DIA.
1
-
\
t
""'- l
.......... I
-
J
.~
....
CD
"='
~
11).
ReeER H06E I' DIA.
v
rn
'fi!!.I
-
Note ,~ l\
center wa II on l '+ ')
propert~ line. } \
, ~J
\ _ 50.0 --J _ _ --\ }
r ~t~~c~ - - _ ~ )
- - - -r -.~ / l
= - - 0 6' wa\\ >~
~ ~/ \
h- 25./2)---\
o. C. t~plcal
\
45-"
on center
32
12>.
~RADING AND DRAINAC:rE DESIGN FOR TI-I15 SITE IS 6Y OTI-iER&.
.
GUYINGt W1N:& 2 &TRAND TWI&T
12 GlJAGE WI~
~
MU1..
/T\
\.!:V
-1
-
::>b
3?
C1..EAN eAOC1=lLL
MIX. WATER . TAMP
TO fiiEMOVE AIR
POCKET&
FEMOY! OIIi6ANIC euRLAP
FfltlOM TOP In OF I'iiOOT e.4L..L
fliEMOYE MAN-MADE
euRLAP MATERIAL. ENTI~L Y.
".
::>6
31
\
TREE FLANTING DETAIL
6CALEI NOT TO 6CALE
iO~
i\.
~-
\\
tf~
~ .
FLANT L 15T
&YMeOL.
~
ANN
JP
L.C
L.ME
QTY .
eoT AN I CAL. NAME
COMMON NAME
&IZE AND &PECIFICATION&
12~ eF
1"tl>
4
ANNUAl COLOR
JUNIPE~ fDAR&ON11
L.IVI&TONA CWINEN&16..
L.IRIOPE MUeCAJltI EV. GIANT
fDITT~ TOlSIIltA vAR
VII!3UfiCNUM ODORA TI&&1MlM ,
vARY" WITI4 6EA&ON
PAIllt6ON6 JUNIFEFt
C441NE6E FAN PAlM
EVE~EN GIANL.IRIOPE
vAJltfEGATED PITTO&POFeUM
VI~
4" POTe, 12" OJ::..
~ GAl.. 1&' &P. X 12' I4T.. W' OJ::.,
Stone Gable PUD
24' X 24', MATCI4EP.
PrV
YO
34
1&3
3 GAl.. 2fl)' )( 2"" .. 3' OJ::..
~ GAl 3fl)" )( 30', 4' oc.
TJ-IE CITY OF WINTER SFRINGe, FLOFCIDA
Cambridge Homes
6&
1 GAL.. 16" 01J::..
, ,
-
TflitEE&
PC
14
~ CAROL.INIANA
a.E1ItRY' L.AlJ1ltE1.
e . e, &' J-IT. MINI1'1UM,
2' CAl... FOL.IATE TO TPfE GROLND.
w-
,
,
IT\.
\l.:U
sod this phase
\
\
L-Ot. ,
L.I
n
L.Ac:iEFt&TROEMIA INt>ICA
CfItAfDE Ml' f'tTL.E
e. e, &1 ~.. 21CAL... L.AYENDER
CL.EAN CL.EAR f'"IJL. Tl T1IIJNK.
~6....
AUGuer GERARD eCf-IWARl
L.ANC>ec~JI:llE ~ITICT LICEN&E.1ft& ..., 2.- '1
FoeT OFFICE BOX 31,
Q.V
21
QUEfllCU6 vOIIDlNlANA
L.IVE OAK
2" CA1.... &' MINIr"'U'1 WT.
&INGL.E &TRAI~ TRLNK. MATOoIED.
WINTER FAfI;K, FLORIDA 32'~
r ~ \~ .
.~ \ .~-
~~ tJ
r'., \~
..'b~\
.
,
&ABAL. PAl-METTO
&AeAL PAlM
C.T. ..e1<.'SWT6 A& INDICATED.
I !
o
II .. i
:2~
40
RevIsed 4/2~/~'
ENTRY LAN DSCAPI;:PLAN
.
..
&aD
I'1JL.CW
"!J4) fI)(<<I) &P. &T. AlJGU&TINI! &aD
3& C.Y. PINE eAN< NllC:iGeT6
6CALE:l" =
2~'
..-.....r\~
- -::-F".q~ .1"7
.. .... .'" '
FINAL ENGINEERING PLANS
.
CITY OF WINTER SPRINGS, FLORIDA
CAMBRIDGE DI;VELOPMENT , LTD.
,81 DOU AS AVENUE
AMdN;"E~ GSw; 'FLORIDA
TEL ( ') 865-9600
VICINITY MAP
SECT/ON 35, TOWNSHIP 20 SOUTH, RANGE 30 EAST
Lake
~-
------- -~~,....~
Sr Ct
a:::
lLJ
:J:
I-
o
o
o
~ ..
o I=!
.0
.JZ
<
()
o
.J
o
(:)
i I-
'.J W
< 1-.
1-<
!::o
I~O
lal_
:::> 0
~(/) >
E
SITE
csx
O'l WINDING
.~ HOLLOW
'U
~ SUBDIVISION
PREPARED FOR
32714-
SHEET INDEX
~
;1
. .
1
4URVEYOfR: BOUNDARY
~
jfNES, WOtOD & GENTRY,INC
136 E. ROBINSON ST.
,~
~:~:~~~( 4:~~~R~~ ~ _ 2~~~01
I
I,
Ii
1 COVER SHEET
2 NOTES Be: SPECIFICATIONS
3 NOTES Be: SPECIFICATIONS
4 GRADING &: DRAINAGE MASTER PLAN
5 WA TER. RECLAIMED WATER Be: SEWER MASTER PLAN
6 PLAN Be: PROFILE
STONE GABLE CIRCLE - STA 9+82.69 TO 18+50.00
7 PLAN & PROFILE
STONE GABLE CIRCLE -:- STA 18+50.00 TO 22+87.42
ARMITAGE COURT - STA 22+87.42 TO 25+38.34
STONE GABLE CIRCLE - STA 30+00.00 TO 34+23.17
8 S.R. 434 IMPROVEMENTS
9 PAVING.,. GRADING Be: DRAINAGE DETAILS
10 MISCELLANEOUS DRAINAGE DETAILS
11 MISCELLANEOUS DRAINAGE DETAILS
12 WATER DETAILS
13 SANITARY SEWER DETAILS
14 RECLAIMED WATER DETAILS
Jessup
LANDSCAPE ARCHITECT:
SURVEYOR: TOPOGRAPHY
~
AUGUST GERARD SCHWARTZ
POST OFRCE BOX 37
WINTER PARK, FL. 32790
PHONE: (407) 298-9271
r
:.:
f
f
t
i.
!
;It
I:
1
~
t
"-,
~~
P!
t
CEMS CONSULTANTS, INC.
568 W. SILVER STAR ROAD
OCOEE, FLORIDA 34761
PHONE: (407) 877-7979
MAR
REVISE
H 21, 1997
JUL Y 25, 1997
DONALD ".McINTOSH ASSOCIA TES, INC.
ENGINEERS i PLANNERS SURVEYORS
2200 PARK AVENU,i NORTH, WINTER PARK, FLORIDA 32789 (407) 644-4068
p.,
;" ,~
~.~
t";,,
,F
~---... '.t"r'
ur- ~ - '. .'~ . . _._~ ;1)""'" . '"
:c
(I).
~()
z~
"0 .
~~
~oe(
(}
00
...J(I)
<((I)
~<(
o
w
. r-
a.. en
lLJ en
~ a~
UJ
c~ ~
UJ~(Il I='
~l5~15~~ ~
(IlD::Zc< ~
~...JQ.zzZUJll::
o;c:~o<~~w
e:l;jOI='(Il<(IlU
CZUZW_(I)
c (I)=>oll::,,-
~~<~I='ZZ~ 0
~ w<z~~~~Z ~
<( ~zll::o~mD::- ~
:c ll::O~U~~Cl~ Q.
Q., z~~~lB<~c w ~
ou~~ z93 ~ U
It: 1='0w I;;/'(I).U ~ (1)_
o ~...JUJZ=>WCl~
~ ll::OzO(l)I='Z~ ~
0~~~5~~0 U
Z ~z(I) .ou_u<~z 9
o -<OZC~O(l) , m
J= Z woo - U
<( 0 ~Fo:UJ!!10 ~ !!1
U 0 g~~~F~ . F
~ ~ ~~~~FeJ ~ ~
~ m ~m<~~9 1:3 ~
!!1 uO~ow5 0 ~
. >-(I)~~~m ~ "
,,, Cl ::l i5 z ll:: < UJ < Z
~ Z <=> o~ ~
Z ~ ~z~UJll:: ~ <
~ ~ uiffi~8l5 12 ll::
<( oz<o .~u z 0
It: o(l)U~<<~ U 0
o ~l5~!5~F~~ ~ !5
o u~~ ~oom ~ ~
It: ~~uo~~~~ 0 ll::
o . D::<~=>ll::...Jo...J ..
U (l)F~<(I)UJ~Q. < 13 <
w _~w~<(I)(I)(I) ~ .. F ~
0:: FUF~~lB~~ 0 ~ ~ ~
Z
o
I='
ZU
o=>
zl='~
t:jg(llz
~ m~~:g
(Il(llU~
<ZoZ
:c z8wu
Q., " ~~
It: ~;;/.z~
o <~lO:c
.. ll:: QUJ...J
- Oll::z<
(IlOF~
~ ~~~o
F= FZO
<( ~ol>l~
u ~~UJo
~ f-'(Ilg:UJ
J= (Il~~~
0:: Wz Z
W ~<~~
u ll::i3~~
C) ~::l~~
z ~<=>I='Z
~ UJ~B<o
<( eJo<~u
0:: z~oe~
o ll::o<zz .
o -VI
o ~~(IlZ~
~ ~c"o<
ll::!,!!zou
F!:~UJO
W zg<VI(Il
0:: 8~!5~~
~
<
o
~
U
<
~ Iii
Z .. ~
o >- 0
U m z
LI .
{f/
\,
r"
(J)
I
L{)
N
r"
Z
o
(f)
>
W
0:::
I-
(f)
W
I-
<(
-l
t")
o
..-
L()
m
w
--'
m
<{
C>
W
Z
o
t-
en
'-'..:......"'--MM'..,
-. ,,~'""~
It
~
!
I
J
,)
,I
.J
I
:1
'f
t
.1
.."
~1
!
J
i
..
, @
(i
.' t
i;l.',
:-
~. .
"'f.
~
~./:::-' <
,,'
~' - '~._:.
s:.
,
I'
I!
wI-
..FF<i~
I- 1-<(
~I-!::O
""w~
owmO
0::::1:::>0
(l,(/)(/)>
m
o 5
J:. ~
GENERAL NOTES:
01. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF
ORA WINGS.
02. BOUNDARY BASED ON THE FOLLOWING:
SURVEYOR: JONES, WOOD & GENTRY, INC.
DRAWING NO.(S): 28041
DATED: FEBRUARY 3, 1995 ·
03. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO
INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN
HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS
CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY
LIMITED TO) ARE:
- WATER MANAGEMENT DISTRICT CONSUMPTIVE USE FOR
CONSTRUCTION DEWATERING
- WATER MANAGEMENT DISTRICT SURFACE ENVIRONMENTAL
RESOURCE PERMIT
- FDEP WATER DISTRIBUTION
- FDEP SANITARY SEWER COLLECTION AND TRANSMISSION
- ACOE NATIONWIDE OR INDIVIDUAL DREDGE AND FILL
- LOCAL RIGHT OF WAY USE
- LOCAL UNDERGROUND UTILITIES
- CITY ARBOR PERMIT
f#
04. UTILITIES:
A. WATER CITY OF WINTER SPRINGS, FLORIDA
B. SEWER CITY OF WINTER SPRINGS, FLORIDA
C. POWER FLORIDA POWER CORPORATION
D. TELEPHONE BELLSOUTH TELEPHONE CO.
E. CABLE TV TIME WARNER CABLE
05. CONTRACTOR SHALL OBTAIN A NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) PERMIT FROM THE U.S. ENVIRONMENTAL
PROTECTION AGENCY (EPA) AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION START.
06. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE DON Al:tr'
W. MciNTOSH ASSOCIATES, INC. WITH CONSTRUCTION SCHEDULE FOR ...
VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE
COORDINA TED TO ENSURE TIMELY CERTIFICATION OF COMPLETION TO
AGENCIES AND A VOID DELAYS IN ISSUANCE OF CERTIFICATES OF
OCCUPANCY/COMPLETION.
07. CONTRACTOR SHALL FURNISH OWNER WITH ACCURATE RECORD
DRAWINGS SHOWING AS-CONSTRUCTED HORIZONTAL AND VERTICAL
DIMENSIONING OF THE WORK. THE SUBMITTAL COpy OF THE RECORD
DRAWINGS WILL NOT BE RETURNED. THE RECORD DRAWING OR A
REPRODUCIBLE COpy PREPARED BY ENGINEER SHALL BE CERTIFIED BY
THE CONTRACTOR AS CORRECT. ALL INFORMATION WHICH IS
UNCHANGED AND CURRENT SHALL BE NOTED BY CHECKING OFF OR
CIRCLING. ALL REVISED INFORMATION SHALL BE CROSSED THROUGH
AND NEW DATA ADDED.
08. THE LOCATIONS OF EXISTING UTILITIES AND STORM DRAINAGE
SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST
INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF
THE CONTRACTOR. ENGINEER ASSUMES NO RESPONSIBILITY FOR
INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE
ARRANGEMENTS FOR FIELD LOCATIONS AND FOR ANY RELOCATIONS
OF THE VARIOUS EXISTING UTILITIES WITH THE UTILITY OWNERS, WHICH
SHALL BE DONE IN A TIMELY FASHION TO MINIMIZE IMP ACT ON THE
CONSTRUCTION SCHEDULE. ANY DELAY OR INCONVENIENCE CAUSED
THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES
SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA
COMPENSATION WILL BE ALLOWED.
09. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF
ANY DISCREPANCIES FOUND BETWEEN DRAWINGS AND THE FIELD
CONDITIONS PRIOR TO CONSTRUCTION IN THE AREA IMPACTED BY THE
CONFLICT.
10. FLORIDA LAW (553.851) REQUIRES THAT PERSONS MAKING
EXCAVATIONS IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHTS-OF-
WA Y, OR UTILITY EASEMENTS WITH HAND TOOLS OR POWER
EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE LOCATION OF
UNDERGROUND GAS PIPELINES. THIS INCLUDES ANY OPERATION
WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR
OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING,
BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND
CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A
MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO
EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL
HOLlDA YS).
11. ALL RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION
PERSONNEL OTHER THAN OWNER'S SHALL BE REPORTED TO
ENGINEER/OWNER PRIOR TO IMPLEMENTATION. COMPENSATION WILL
NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY
ENGINEER/OWNER.
12. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES FROM
DAMAGE BY SEDIMENT A TION OR OTHER POTENTIAL CONSTRUCTION
RELA TED CAUSES.
13. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY
AUTHORIZED PERSONNEL OF THE CITY, COUNTY, OWNER, INVOLVED
UTILITY COMPANIES, PROJECT ENGINEER AND REGULA TORY AGENCIES.
14. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY
COMPANIES OF PROPOSED START OF WORK IN ACCORDANCE WITH
THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO
WA TER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES.
...
15. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING
NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS
OR DESIGNATED IN THE FIELD.
16. CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE ROAD
CENTERLINE PROVIDED IN THESE PLANS AND THE PLAT. CONTRACTOR
SHALL CONFIRM WITH THE ENGINEER THAT THE PLAT IS CURRENT
PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL
IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH
HORIZONTAL AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY
IMPROVEMENT.
17. CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES
AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING
PHASE OF PROJECT AND ADVISE ENGINEER OF ANY DISCREPANCIES.
18. BUILDING SETBACKS FOR 1 THROUGH 53 PER DEVELOPER AGREEMENT
ARE AS FOLLOWS:
FRONT: 20 FT
REAR: 20 FT
SIDE: 5 FT
SIDE STREET: 15 FT
19. ZONING CLASSIFICATION: PLANNED UNIT DEVELOPMENT (PUD)
20. NO LAND CLEARING BURNING HAS BEEN AUTHORIZED IN THE CITY
SINCE DIRECTION FROM THE CITY COMMISSION ISSUED ON SEPTEMBER 25, 1995.
THE DEVELOPER WILL BE REQUIRED TO DO WHAT IS NECESSARY TO
TO PROPERLY DISPOSE OF SUCH MATERIAL.
21. STREETS TO BE PUBLIC.
EROSION AND SEDIMENT CONTROL NOTES
f'
01. THESE PLANS ARE PROVIDED FOR CONTRACTOR'S GUIDANCE
AND CONTAINS MINIMUM RECOMMENDATIONS. PRIOR TO
CONSTRUCTION, CONTRACTOR SHALL SUBMIT AN EROSION AND
SEDIMENT CONTROL PLAN FOR REVIEW BY ENGINEER
ENCOMPASSING THE PRINCIPLES AND REQUIREMENTS DESCRIBED
HER~N AND IN ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
AP 'CANT'S HANDBOOK, SECTION 18.3 AND ANY PERMIT
C '.J10hl~RELA TED THERETO. CONTRACTOR SHALL ASSUME
FU ....,tjNSIBILITY FOR ANY PLAN IMPLEMENTED TO PROVIDE
, PURPOSES OF MINIMIZING EROSION, RETAINING
/ SEDf T AND PROTECTING ONSITE WETLANDS WHICH ARE TO BE
PRESERVED.
02. THROUGHOUT THE CONSTRUCTION PERIOD, CONTRACTOR
SHALL DAILY INSPECT PROTECTIVE INSTALLATIONS FOR FAILURES
OR SIGNS OF FAILURE OR MALFUNCTION AND EFFECT REPAIRS OR
REPLACEMENT IMMEDIATELY UPON DISCOVERY.
03. EROSION CONTROL METHODS AND MATERIALS SHALL BE IN
CONFORMANCE WITH FOOT STANDARD SPECIFICATIONS FOR
ROADS AND BRIDGE CONSTRUCTION, 1991 AND ROADWAY AND
TRAFFIC DESIGN STANDARDS, JANUARY 1994.
04. EROSION CONTROL METHODS SHALL INCLUDE CONSTRUCTION
OF TEMPORARY CONTROL STRUCTURES SUCH AS SEDIMENT
BASINS, SEDIMENT CHECKS, SILT BARRIERS, SILT SCREENS,
TURBIDITY BARRIERS OR OTHER BEST MANAGEMENT PRACTICES
AVAILABLE TO THE INDUSTRY.
05. EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE
MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL
NEW VEGETATIVE GROWTH HAS BEEN ESTABLISHED.
06. CONTRACTOR IS ADVISED OF THE FOLLOWING REFERENCES FOR
USE IN ESTABLISHING EROSION CONTROL AND SEDIMENTATION
MEASURES FOR WHICH CONTRACTOR ASSUMES FULL RESPONSIBILITY.
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT APPLICANT'S
HANDBOOK.
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, THE FLORIDA
LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER
MANAGEMENT, JUNE, 1988;
FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, JANUARY 1994.
DEMOLITION NOTES:
01. CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FOR DISPOSAL OFF-SITE.
DISPOSAL SHALL CONFORM TO ALL APPLICABLE REGULATIONS.
02. ANY MATERIALS CLAIMED AS SALVAGE BY OWNER EITHER IN THE FIELD OR IN THE
DRAWINGS SHALL BE STOCKPILED FOR OWNER'S REMOVAL.
03. CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE CONSTRUCTION DOCUMENTS
AND BE RESPONSIBLE FOR PROTECTING ANY EXISTING F ACIUTY SO DESIGNATED OR
DESIGNATED TO BE UTILIZED IN THE WORK.
04. CONTRACTOR SHALL REMOVE ALL FOUNDATIONS, CONCRETE SLABS AND
UNDERGROUND STRUCTURES, EXISTING ON THE SITE AT THE TIME OF BIDDING
UNLESS OTHERWISE DIRECTED.
05. CONTRACTOR SHALL BECOME FAMILIAR WITH AND CONFORM WITH ALL TREE
PROTECTION/PRESERVATION PROVISIONS OF THE CONTRACT DOCUMENTS AND
LOCAL GOVERNMENT.
PAVING GRADING & DRAINAGE NOTES:
01. EXISTING TOPOGRAPHY AND CONTOURS BASED ON THE FOLLOWING:
SURVEYOR: CEMS CONSULTANTS, INC.
DRAWING NO.: 765.004
DATED: MARCH 1, 1996
02. SURVEYOR'S REFERENCE BENCH MARK:
DESCRIPTION: F.D.O. T. BM #52
TOP OF F.D.O. T. 4" x 4" CONCRETE MONUMENT
ELEVATION: 21. 78 (NGVD 1929)
LOCATION: AT STA. 525 + 50 (S.R. 434)
54' LEFT OF BASELINE OF SURVEY
03. BENCH MARK LOCATION AND ELEVATION ARE AS REPRESENTED BY SURVEYOR AT
THE TIME OF THE SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT TIME
OF CONSTRUCTION.
04. SITE GRADING, PAVING AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL
CONFORM TO FOOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION", 1991, SUPPLEMENTED 1994 AND CITY OF WINTER SPRINGS
STANDARD SPECIFICATIONS.
05. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY
MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA-
LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE.
06. IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY
HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO
COMPLETING THE PROJECT (INCLUDING WATER, SEWER, POWER, TELEPHONE, GAS
AND CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS. ALL SUCH CONFLICTS
SHALL BE REPORTED TO ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY.
07. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE
MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN
EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE
SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. CONTRACTOR SHALL BE
RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS RELATED TO SUCH
MEASURES. METHODS MAY INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTION OF
TEMPORARY EROSION CONTROL STRUCTURES SUCH AS SEDIMENT BASINS, SEDIMENT
CHECKS, SILT BARRIERS OR SILT SCREENS. ANY MEASURES SHOWN OR DETAILED IN
THESE DRAWINGS SHALL BE CONSIDERED MINIMUMS AND SHALL NOT ALLEVIATE
CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES
NECESSARY TO PROVIDE PROTECTION.
08. CONTRACTOR SHALL INCLUDE ACCURATE AS-BUILT DIMENSIONS AND
ELEVATIONS OrTHE~roRMWATER MANAGEMENT AREAS IN THE RECORD DRAWINGS.
'~'~~~tZ?f~MS~'~~~~~~~AJ~~:~C'~!S~g~~~~~Wi~:~~~:i~:~ED ON
THE BELOW REfERENCED GEOTECHNICAL REPORT(S) IN PREPARATION OF THE
DRAWINGS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE
DRAWINGS SHALL BE REPORTED TO ENGINEER/OWNER. DONALD W. MciNTOSH
ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS,
COMPLETENESS OR ACCURACY OF GEOTECHNICAL INFORMATION.
GEOTECHNICAL ENGINEER: YOVAISH ENGINEERING SCIENCES, INC.
REPORT NO.: 96-219.2
DATE: NOVEMBER 15, 1996
10. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN
POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING
SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR
DRAINAGE BE OBSERVED, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO
PAVING SO THAT RECOMMENDATIONS FOR CORRECTION MAY BE MADE.
11. SEE WATER AND SEWER NOTES FOR CLEARANCE REQUIREMENTS AT CROSSINGS
OF STORM DRAINS AND UTILITY PIPE.
12. REGULATORY SIGNS (STOP, ETC.) SHALL BE IN PLACE PRIOR TO FINAL
ACCEPTANCE OF PAVING AND DRAINAGE IMPROVEMENTS.
13. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED OPPOSITE FIRE
HYDRANTS IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK THEIR
LOCATIONS.
14. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN CENTERLlNES
OF DRAINAGE STRUCTURES AND FROM INVERTS OF ENDWALLS AND/OR MITERED END
SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS WHEN BIDDING MITERED END
SECTIONS.
15. OVER-EXCAVATION OF RETENTION BASINS SHALL NOT BE ALLOWED UNLESS
SPECIFICALLY AUTHORIZED BY ENGINEER. SHOULD UNAUTHORIZED OVER-
EXCAVATION OCCUR, IT SHALL BE BACKFILLED, REGRADED, RESODDED AND/OR
RESEEDED AS REQUIRED AT CONTRACTOR'S EXPENSE TO OWNER'S SPECIFICATIONS.
16. FINISHED FLOOR ELEVATION IS TYPICALLY 8" ABOVE DESIGN FINISHED GRADE AT
OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE
SHOWN. FINISH FLOOR ELEVATIONS ARE SHOWN IN THE PLANS.
17. ENGINEER RESERVES THE RIGHT TO WITHHOLD RECOMMENDATION FOR
PAYMENT FOR ANY ROADWORK WHICH HAS NOT BEEN TESTED BY A FLORIDA-
REGISTERED GEOTECHNICAL ENGINEER AND REPORTED TO CONFORM TO
GOVERNING SPECIFICATIONS.
RECORD DRAWING CERllF1CATION FOR PHASE
CONTRACTOR HEREBY CERllFlES THAT THIS DRAWING HAS BEEN
~OOIFlED TO SHOW ALL CHANGES TO THE ORIGINAL CONSTRUC1l0N
DRAWINGS AND ACCURA TEL Y REPRESENTS THE FINISHED CONSTRUCTION
BASED ON INFORM All ON FURNISHED TO DONALD W. ~cINTOSH
ASSOCI A TES. INC. ON
RECORD DRAWING CERllF1CAllON FOR PHASE
THIS "RECORD DRAWING" IS BASED ON INFORMA1l0N RECEIVED FROM THE
CONTRACTOR ON AS TO LOCAllON AND DETAILS OF
THE FACILITIES ACTUALLY CONSTRUCTED. THE ENGINEER HAS NOT PROIIIDED
DETAILED OR CONllNUOUS OBSERVAllON OF ON-SITE CONSTRUC1l0N NOR MADE
~EASUREMENTS. BUT HAS ~ADE PERIODIC lllSUAl OBSERVA1l0NS AND HAS
OBSERVED THAT THE READILY IIISIBLE FACILITIES HAVE BEEN REASONABLY
INSTALLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE
RESPONSIBILITY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERTIFICATION.
DONALD W. MciNTOSH ASSOCIATES. INC.
BY: DATE:
NOTES:
CONTRACTOR:
BY:
NOTES:
DATE:
NOT A RECORD DRA'MNG UNLESS THIS BLOCK IS COMPLETED
18. ALL OFF-SITE DISTURBED AREAS SHALL BE RESTORED TO PRECONSTRUCTION
CONDITION, OR BETTER.
19. ALL SIGNING AND PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES SHALL BE
IN ACCORDANCE WITH FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" (JANUARY
1994) AND FHWA "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES."
20. PROPOSED SIDEWALKS SHALL BE RAMPED FLUSH WITH PAVEMENT. RAMPS
SHALL NOT EXCEED SLOPES OF 12 HORIZONTAL TO 1 VERTICAL UNLESS SPECIFICALLY
SHOWN ON GRADING PLAN.
21. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES
WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE
FIELD BY OWNER.
22. ROAD GRADING AND CONSTRUCTION SHALL INCLUDE BRINGING THE UTILITY
EASEMENTS ADJACENT TO THE RIGHT-OF-WAY LINE TO WITHIN 6 INCHES OF FINAL
DESIGN GRADE.
23. INLETS WHICH ARE GRAPHICALLY SHOWN ON LOT LINES AND NOT OTHERWISE
LOCA TED BY STATIONING SHALL BE LOCATED SUCH THAT THE CENTERLINE OF THE
INLET BOTTOM IS ALIGNED WITH THE LOT LINE.
24. ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC EXTENDING AT LEAST
TWELVE (12) INCHES TO EACH SIDE OF THE PIPE JOINT. THE FILTER FABRIC SHALL
HAVE AT LEAST EIGHTEEN (18) INCHES OF OVERLAP AS IT IS WRAPPED AROUND THE
PIPE JOINT. A SAMPLE OF THE FILTER FABRIC TO BE USED SHALL BE SUBMITTED TO
THE CITY ENGINEER FOR APPROVAL.
25. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT 48
HOURS PRIOR TO PERFORMING ANY SITE DEMUCKING TO ALLOW CITY PERSONNEL TO
VERIFY ALL UNSUITABLE MATERIAL HAS BEEN REMOVED AND TO CHECK SUITABILITY
OF REPLACEMENT MATERIAL.
26. ALL DETENTION STORAGE AREAS SHALL BE EXCAVATED TO ROUGH GRADE PRIOR
TO BUILDING CONSTRUCTION OR PLACEMENT OF IMPERVIOUS SURFACE WITHIN THE
AREA TO BE SERVED BY THOSE FACILITIES. TO PREVENT REDUCTION IN STORAGE
VOLUME AND PERCOLATION RATES, ALL ACCUMULATED SEDIMENT SHALL BE
REMOVED FROM THE STORAGE AREA PRIOR TO FINAL GRADING AND STABILIZATION.
27. THE STORMWATER MANAGEMENT AREA WILL BE OWNED AND MAINTAINED BY A
HOMEOWNERS' ASSOCIATION. THE CITY OF WINTER SPRINGS WILL BE GRANTED
DRAINAGE EASEMENTS OVER THE AREA AND SHALL HAVE THE RIGHT TO PERFORM
FUNCTIONAL MAINTENANCE ON AN EMERGENCY BASIS ONLY.
28. 100 YEAR FLOOD ELEVATIONS SHOWN HEREIN ARE DERIVED FROM (FEMA/FIRM
FLOOD MAP OF CITY OF WINTER SPRINGS, COMMUNITY PANEL #12117C0155E,
EFFECTIVE DATE: APRIL 17, 1995.
MATERIAL SPECIFICATIONS (PAVING AND DRAINAGE):
01. PAVING MATERIALS SHALL CONFORM WITH FDOT "STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION", 1991, AS SUPPLEMENTED, 1994, AND CITY OF
WINTER SPRINGS STANDARD SPECIFICATIONS.
02. STORM DRAINS SHALL BE REINFORCED CONCRETE PIPE, PER ASTM C- 76 CLASS III,
UNLESS OTHERWISE SPECIFIED.
03. ALL STORM STRUCTURES SHALL CONFORM WITH FDOT STANDARD INDEX
DRAWINGS AND AS MODIFIED BY THESE PLANS. GRATES SHALL BE CAST IRON UNLESS
OTHERWISE SPECIFIED OR APPROVED.
04. UNDERDRAIN SHALL BE HEAVY-DUTY CORRUGATED POLYETHYLENE PIPE WITH
FACTORY-INSTALLED FILTER FABRIC AS MANUFACTURED BY ADVANCED DRAINAGE
SYSTEMS (ADS), OR APPROVED EQUAL.
05. UNDERDRAIN DISCHARGE PIPE SHALL BE NON-PERFORATED PVC PER ASTM D3034
SDR 35 WITH ELASTOMERIC JOINTS.
06. ALL TYPE "p" STRUCTURE BOTTOMS SHALL BE ROUND UNLESS OTHERWISE
SPECIFIED.
,
:I:
Ill.
~u
z~
'0 .
:::ElIl
.~
~<
OU
-.JO
<lIl
zlll
0<
o
~
<
o
~ ~
-.J :I:
:ll:: U
...,
~
0
z
> z
w
a:: 0
. F
N CL
0::
~ U
III
0 W (f)
N 0 Z
ai 0
- (f)
as <0
- - >
III ~ W
~ 0:::
0
0 z
z
0 >
w
0 a::
<
z Ci
ci "
CL
" ~
0)
I <
- 0
I
10
d
z
. en 00
o a::: to a::
zo~ w
!D I"")
_>-1 :::E 0
::> ~
W~ z L()'
.. > to !D 0)
Ula:::--. 0
-,
W::.>"
I-en~
"-/
<{ 0)
- 00
0 "
N
0 I"") ~ w
< z
Ul <( u 0
0 III Z
Ul a:::
<{ 0
...J
enlL.
:z: a::: -::l
Wa:::
(/) Z <( "
o z (l, 0
0 0)
to- <C 0::: C) I
....J~ ~
~
Z CL z >= I
- ~ !D I"")
0 0
w
:I: :ll::
::! I- u ~
0::: w
0 :I: <
U 0
~ z
w
=>
z 0 "
w 0
o en > C) 0)
I
...J a::: <( ~
>= .-
<W~ I
wO::: !D 10
Zz~ 0
w
o C> 0 z
" ~
Oz~ in
w <
WN 0 0
-
I :;: "
(/) 0)
0 I
~
.-
>= I
1'0
!D
~ ~
- <
a:: <
0 0
<(
Cl
-
et:
o
....J
u..
W..
..J(f)
m"
<(~
"g:
(f)
Wet:
z~
~~
en 3=
u..
o
>-
l-
t)
(f)
z
o
F
<(
u
i:L:
-
u
w
a.
(f)
c:d
(f)
W
J-
o
Z
C)~ ~
~ ~
Zz W IL.
~", W
~~ I 0
0::10 (f)
cO) N
RECORD DRAWING CERTIFICATION FOR PHASE
CONTRACTOR HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN
IiAOOIFlED TO SHOW ALL CHANGES TO THE ORIGINAL CONSTRUCllON
DRAWINGS AND ACCURATELY REPRESENTS THE FINISHED CONSTRUCllON
BASED ON INFORMAllON FURNISHED TO DONALD W. t.AcINTOSH
ASSOCIATES, INC. ON
RECORD DRAWING CERTIFICATION FOR PHASE
THIS "RECORD DRAWING" IS BASED ON INFORt.AATION RECEIVED FROt.A THE
CONTRACTOR ON AS TO LOCAllON AND DETAILS OF
THE FACILITIES ACTUALLY CONSTRUCTED, THE ENGINEER HAS NOT PROVIDED
DETAILED OR CONllNUOUS OBSERVAllON OF ON-SITE CONSTRUCllON NOR MADE
t.AEASUREt.AENTS, BUT HAS MADE PERIODIC VISUAL OBSERVAllONS AND HAS
OBSERVED THAT THE READILY VISIBLE FACIUllES HAVE BEEN REASONABLY
INSTALLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE
RESPONSIBILITY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERllFlCA llON,
DONALD W. t.AcINTOSH ASSOCIATES, INC.
BY:
NOTES:
J:
V>.
~C,)
z~
U .
~V>
.~
~<
oU
...JO
<V>
zV>
0<
o
~ ......
.. ~ ~
~-
- CD
\, i C)
~~ -i c.o
\ >- ~
\ ~ -
:II::
~ ~
<
o
. (f) rtJ
o 0::: to a:::
ZO~ lIJ
m I"')
_>-1 ~ 0
W~ ::> .-
z L()
.. > to m Ol
(/)0:::,...... ~
W::::>r---
r- (f) ~
'-"
<( m
- rtJ
0 r---
N
0 I"') ~ W
< Z
(/) <( C,) 0
0 V> Z
(/) 0:::
<( 0
....J
(f)1.J....
:I: 0::: ~
Wo:::
(J) Z <( r---
o 2 0.. 0
0 Ol
I- <{ 0::: ~ I
-.J~ ~
Z CL z -;.:. ..-
I
- ~ m I"')
0 0
I lIJ
~ :II:: ~
~ C,)
0::: lIJ
0 :J: <
C,) 0
. z
3: w
::>
z 0 r---
W 0
o (f) > ~ m
1
..J 0::: <( ~
..-
<W~ -;.:. I
wo::: m I"')
Z2 ~ 0
lIJ
000 Z
" ~
02 ~ U)
lIJ <
WN 0 0
-
13 ~ r---
(f) m
0 I
~
..-
-;.:. I
I"')
m
i ~
<
a::: <
0 0
CONTRACTOR:
DATE:
BY:
NOTES:
DATE:
NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED
WATER. RECLAIMED WATER AND SEWER NOTES:
~ ~
...J ...J
:II:: :II::
lIJ
a:::
oll
.....
V>
is
~
'-'0
N lIJ
~ ~
~ :<
0 ...J
C,)
Z W
oll a:::
_lIJ
THE ~ g
a::: ...J
. C,)
~ ~
'-' ~
0)
oll N
~ V>
LO ~
0
V> Z
~ F
0 I
0 0 m
z < ::>
-> ~ V>
lIJ 0
a::: ~ .....
I' I'
0)
I 0)
LO I
N ~
I
I LO
I'
N ~
01. CONTRACTOR SHALL COORDINATE WITH CITY OF WINTER SPRINGS WATER &
SEWER DEPARTMENT FOR CONSTRUCTION OF THE WATER AND SEWER SYSTEMS. ALL
MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE SPECIFICATIONS AND
REQUIREMENTS OF THAT AGENCY AND WILL BE SUBJECT TO THEIR INSPECTION AND
ACCEPTANCE.
02. CONTRACTOR SHALL COORDINATE WORK, SPECIFICALLY, BUT NOT LIMITED TO,
CONNECTIONS TO EXISTING MAINS OR STRUCTURES AND SYSTEM TESTING WITH THE
APPLICABLE UTILITY COMPANIES.
03. CONTRACTOR SHALL PROVIDE HYDROSTATIC PRESSURE AND LEAKAGE TESTING
FOR WATER MAINS AND RECLAIMED WATER MAINS IN ACCORDANCE WITH AWWA 600
OR M23 AS APPLICABLE.
04. CONTRACTOR SHALL PROVIDE WATER & RECLAIMED WATER MAIN DISINFECTION
IN ACCORDANCE WITH AWWA C651 AND BACTERIOLOGICAL TEST REPORTS, ALL IN
ACCORDANCE WITH GOVERNING SPCIFICA TIONS, FDEP PERMIT CONDITIONS AND
A WWA STANDARDS.
05. UNDER NO CIRCUMSTANCES SHALL THE NEW PIPING BE USED FOR ANY
PURPOSE (EXCEPT TESTING) PRIOR TO OBTAINING A LETTER OF CLEARANCE
FROM FDEP.
06. CONTRACTOR SHALL PROVIDE SANITARY SEWER LAMPING/TELEVISION ALL IN
ACCORDANCE WITH PROJECT SPECIFICATIONS AND UTILITY COMPANY
REQUIREMENTS. TEST PRESSURE FOR SEWAGE FORCE MAINS SHALL BE 100 PSI.
WA TER. RECLAIMED WATER AND SEWER SPECIFICATIONS:
GENERAL:
01. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALL
BE NEW, HIGH GRADE AND FREE FROM DEFECTS. ALL PLASTIC PIPE AND FITTINGS
FOR WATER DISTRIBUTION SHALL BE APPROVED BY THE NSF FOR POTABLE WATER
AND BEAR THE NSF SEAL. PLASTIC PIPE AND FITTINGS SHALL BE SUPPLIED FROM
SAME MANUFACTURER.
02. WHEREVER LOCAL STANDARD SPECIFICATIONS DIFFER FROM THESE
CONTRACTOR SHALL NOTIFY ENGINEER FOR CLARIFICATION. TYPICALLY THE MORE
STRINGENT SHALL GOVERN.
03. ALL UNDERGROUND LINES SHALL BE MARKED/TAPED/PAINTED/WIRED IN
ACCORDANCE WITH THE REQUIREMENTS OF UTILITY COMPANIES.
WA TER DISTRIBUTION &: RECLAIMED WATER:
07. CONTRACTOR SHALL COORDINATE ALL WATER AND SEWER SYSTEM TEST
SCHEDULING TO ALLOW ENGINEER'S ATTENDANCE AND PROVIDE FIVE (5) WORKING
DA YS NOTICE OF WATER AND SEWER TESTS. CONTRACTOR'S FAILURE TO PROPERLY
NOTIFY ENGINEER MAY RESULT IN RETESTING AT ENGINEER'S OPTION AND AT
CONTRACTOR'S EXPENSE.
08. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION OF PAYMENT
FOR ANY PORTION OF THE WATER OR SEWER PIPE WORK WHICH HAS NOT BEEN
TESTED (OBSERVED BY ENGINEER) AND REPORTED TO CONFORM TO GOVERNING
SPECIFICA TIONS.
09. SEPARATION REQUIREMENTS: WHERE WATER LINES CROSS OVER STORM,
RECLAIMED WATER OR SANITARY SEWER LINES WITH LESS THAN 18 INCHES CLEARANCE
OR ARE LESS THAN 10 FEET APART HORIZONTALLY, THE SEWER LINE,
THE RECALlMED WATER LINE OR THE WATER LINE SHALL BE CONSTRUCTED
WITH RUI!BER GASKETED DUCTILE IRON PIPE WITH ADEQUATE LENGTH
TO INSURE AT LEAST 10 FEET OF HORIZONTAL CLEARANCE BETWEEN THE
TWO PIPELINES AT THE ENDS OF THE DUCTILE IRON PIPE.
01. PVC PIPE 4" TO 12": PVC A WWA C900 CLASS 150 DR18 AND ASTM D1784, WITH
INTEGRAL BELLS AND ELASTOMERIC JOINTS PER ASTM 03139 WITH GASKETS PER
ASTM F477.
02. PVC PIPE 1 1/2" TO 3" AND FITTINGS LESS THAN 4": PVC ASTM 02241 CLASS 200,
SDR 21, WITH INTEGRAL BELLS AND ELASTOMERIC JOINTS PER ASTM 03139 WITH
GASKETS PER ASTM F 4 77.
03. DUCTILE IRON PIPE ANSIjAWWA C151/A21.51, CLASS 50 UNLESS OTHERWISE
DESIGNATED, ANSIjAWWA C150/A21.50, WITH MECHANICAL OR PUSH ON JOINTS PER
ANSIjAWWA C111/A21.11, WITH INTERIOR LINING OF CEMENT MORTAR AND ASPHALTIC
MATERIAL SEAL COAT IN ACCORDANCE WITH ANSIj AWWA C1 04/ A21.4 AND EXTERIOR
COATING PER ANSIjAWWA C151/A21.51 OF 1.0 MIL MINIMUM THICKNESS.
04. FITTINGS 4" AND OVER: DUCTILE IRON CONFORMING TO ANSIjAWWA C110/A21.10,
250 PSI, WITH CEMENT MORTAR LINING CONFORMING TO ANSIjAWWA C104/A21.4,
STANDARD THICKNESS, WITH COMPRESSION TYPE JOINTS/MECHANICAL JOINTS AS
RESPECTIVELY SPECIFIED IN ASTM 03139 AND ANSIj A WWA C111f1'21.1~-
05. VALVES 3" TO 12": RESILIENT SEAT GATE VALVES 250 PSI CONFORMING TO
ANSIjAWWA C509, OPENING COUNTERCLOCKWISE, WITH O-RING STEM SEAL AND
OPENING EQUAL TO OR GREATER THAN THE NOMINAL DIAMETER OF THE VALVE.
06. VALVES 2" AND SMALLER: BRONZE, WEDGE DISC, NON-RISING STEM TYPE, 150 PSI
MINIMUM WORKING PRESSURE, EQUIPPED WITH WROUGHT STEEL OR CAST IRON
OPERATING HANDWHEELS AND WITH ENDS SUITABLE FOR JOINTING TO THE PIPE
USED.
--- ,-""
.
10. WATER, SEWER, AND RECLAIMED WATER PIPES SHALL HAVE A MINIMUM COVER
OF 3 FEET TO TOP OF PIPE.
11. CONTRACTOR SHALL VERIFY SIZE AND TYPE OF EXISTING MAIN PRIOR TO
ORDERING TAPPING MATERIALS FOR TIE-INS.
12. CONTRACTOR SHALL MAINTAIN A SET OF RECORD DRAWINGS MARKED UP WITH
HORIZONTAL AND VERTICAL AS-BUILT INFORMATION ON LOCATION OF WATER AND
RECLAIMED WATER MAINS, FITTINGS, AND WATER SERVICES LOCATED FROM
CENTERLINE OF NEAREST FIRE HYDRANT OR NEAREST MANHOLE.
13. CONCRETE CURBS SHALL BE CHISELED OR IMPRINTED TO SHOW LOCATIONS OF
WATER, RECLAIMED WATER AND SEWER SERVICE LINES/LATERALS. MARKING SHALL
CONFORM WITH LOCAL STANDARDS. WHERE NO STANDARDS EXIST, USE "W" FOR
WA TER, "S" FOR SANITARY, AND "R" FOR RECLAIMED WATER.
14. SANITARY SEWER LINES ARE DESIGNED AT MINIMUM ACCEPTABLE GRADE.
CONTRACTOR SHALL VERIFY ACCURACY OF PIPE SLOPE. SUB-STANDARD SLOPES
WILL NOT BE ACCEPTED. MINIMUM SLOPE OF 6-INCH PVC SERVICE LINES IS 1 ro.
15. SANITARY SEWER PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES
BETWEEN CENTERLlNES OF MANHOLE STRUCTURES.
16. WATER MAIN TAPS SHALL BE DONE AND WATER METER VALVES INSTALLED BY
CONTRACTOR, UNDER INSPECTION OF CITY.
17. WATER METERS AND METER BOXES SHALL BE INSTALLED BY CITY AT TIME OF
BUILDING CONSTRUCTION.
18. FIRE HYDRANTS WHICH ARE GRAPHICALLY SHOWN ON OR NEAR LOT LINES AND
NOT OTHERWISE LOCATED BY STATIONING OR DIMENSIONING SHALL BE CENTERED
ON THE LOT LINE.
19. FIRE HYDRANTS SHALL BE LOCATED ON THE STREET SIDE OF THE MAIN.
20. THE FLOW CHANNEL THROUGH MANHOLES SHALL BE MADE TO CONFORM IN
SHAPE AND SLOPE TO THAT OF CORRESPONDING SEWERS. FLOW DIRECTION
CHANGES IN EXCESS OF 90 DEGREES SHALL NOT BE INCLUDED IN SEWER
ALIGNMENTS WITHOUT SPECIAL CONSIDERATION. WHEN DIRECTIONAL CHANGES
EXCEEDING 45 DEGREES OCCUR, AN ADDITIONAL FLOW LINE ELEVATION DROP (0.1
FEET) ACROSS MANHOLES SHALL BE PROVIDED.
21. SANITARY SEWER LATERALS SHALL INCLUDE A CLEANOUT AT THE R/W LINE.
22. ALL WATER AND RECLAIMED SERVICES CROSSING STREETS AND PASSING
BENEATH UNDERDRAIN FILTER BED SHALL BE ENCASED IN 2" SCHD 40 PVC.
23. ALL RECLAIMED WATER HOSE BIBS, HAND-OPERATED CONNECTIONS. AND
OUTLETS SHALL BE CONTAINED IN UNDERGROUND SERVICE VAULTS AND SHALL BE
APPROPRIATELY TAGGED OR LABELED TO WARN THE PUBLIC AND EMPLOYEES THAT
THE WATER IS NOT INTENDED FOR DRINKING. ALL PIPING, PIPELINES, VALVES, AND
OUTLETS SHALL BE COLOR CODED. OR OTHERWISE MARKED TO DIFFERENTIATE
RECLAIMED WATER FROM POT ABLE OR OTI::IER WATER.
01. PVC GRAVITY PIPE AND FITTINGS 4" TO 15": PVC ASTM 03034, SDR 35 WITH
ELASTOMERIC JOINTS PER ASTM 03212.
02. GRAVITY PIPE (D.I.P. WHEN CALLED FOR): ANSIjAWWA C151/A21.51, CLASS 50
UNLESS OTHERWISE DESIGNATED, ANSlj AWWA C150/ A21.50, WITH MECHANICAL OR
PUSH ON JOINTS PER ANSIjAWWA C111/A21.11. AN INTERIOR PROTECTIVE LINING OF
COAL TAR EPOXY SHALL BE PROVIDED WITH A MINIMUM DRY THICKNESS OF 30 MILS
AND EXTERIOR COATING PER ANSIj AWWA C151 / A21.51 OF 1.0 MIL MINIMUM THICKNESS.
03. MANHOLES: ASTM C478 WITH 5" MINIMUM WALL, 4000 PSI CONCRETE.
~
07. VALVE BOXES: ADJUSTABLE, CAST IRON, MINIMUM INTERIOR DIAMETER OF 5
INCHES WITH COVERS LEGIBLY CAST WITH THE INSCRIPTION "Water? OR "RECLAIMED
WATER" ON THE TOP, AND WITH A HEAVY COATING OF BITUMINOUS PAINT. BOXES
SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE. ALL
VALVES SHALL HAVE BOXES.
08. FIRE HYDRANTS: AWWA C502, CONFORMING TO STANDARD SPECIFICATIONS OF
THE LOCAL JURISDICTION AND UTILITY COMPANY WHERE DIFFERENT.
09. BACK FLOW PREVENTION DEVICES: CONFORM TO STANDARDS OF THE
APPLICABLE UTILITY COMPANY.
10. EXISTING WATER MAINS SHALL BE PROTECTED FROM CONTAMINATION DURING
FILLING, FLUSHING AND TESTING OF NEW LINES IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF AWWA C-651-92, SEE JUMPER DETAIL.
11. ALL FITTINGS FOR WATER AND RECLAIMED WATER DISTRIBUTION SYSTEMS SHALL
HAVE GRIPPER RINGS WITH JOINT RESTRAINTS FOR FORTY FEET.
<(
o
-
e:::
o
~
l.L..
W..
-IV>
(DC-'
<(~
"g:
V>
We:::
Z~
Oz
1---
(/)3:
l.L..
o
>-
..-
-
o
12. POLYETHYLENE TUBING IF USED SHALL BE PER AWWA C901-96 WITH
A PRESSURE CLASS OF 200 psi EQUIVALENT TO DR9.
SEWAGE COLLECTION/TRANSMISSION:
0:::
W
I
..-
o
o
o
~ ..
O~
.0
....JZ
<(
()
o
....J
o
o
W~
..FF~~
..- ~<(
~~t:O
""50lLJ~O
WlIl_
~~~~
EE
24. GRIP RINGS OR MEGALUGS ARE TO BE USED FOR RESTRAINT WHEN NECESSARY
AND INSTALLED PER MANUFACTURER RECOMENDATIONS.
~
:J:
C,)
z
o
F
(l.
iE
C,)
Vl
W (f)
o Z
o
(f)
>
W
0:::
~
<
o
ci
z
(/)
Z
o
F
<
u
LL
-
u
w
a-
U)
c:d
U)
~
o
z
C>..- ~
Z~ .... ~
-z W
~t') W IJ..
<(~ I 0
n:L() (f)
00) r')
t
-
~
! .,...',
~;{,,,\'>:-J
i" ''.Jf'
f....~f
~ "..
,'" ,
.,~,
10""-':--
l'
i.
~ ,~.
-
I
I
1
-
;~, '
.t,
,
===
I
-
'!
f'
, 'Ii
I
..
,IS
'!
f
J
J
h_~l
',t'~~
.1
.~ I
" ,
..
l
~::
:~'1
~. '
/1 '
~'
t. '
~j
~
."
> :~\
,~;,
.:...
"1,.'t' ,
,- """,' ,
::i} .",'
). ',.'.
> ~'
,itl,
~.
'..;'iF
I '.~Ut:~1
.' ";,< oj' '
i
',. '>i,"
,:J'i"
~~. ~'~;K.
{, ';1""'.
,1.' ,.!"
'y" .~
" ":"',,
\, ,)(:
(f:".' .:' ",'
:~;'~~'~'.
"'''',;
APPROX. 100- YR
LIMIT PER FIRM
ELEV 17
,0
" ~
O~
.0
-JZ
. <
.~ 9
.0
" 0
~.. t-
.::~;l~'
01=/=<
!:6:lt-_o
o~~o
1f~~~
m
o 0
J: t-
. en z I
-
RECORD DRAWING
CONTRACT CERTIFICATION F
~OOflED j'!,' ~'iWr CERnFES lHAT lH OR PHASE -
~~~~f.<{~~iltt~~S~~&~~~~~~ON -
, DONALD W" CONSTRUCTION
, MciNTOSH
RECORD DRAWlN
THIS "REC G CERTIFICATION
CONTRACT~D oDNRAWlNG" IS BASED FOR PHASE
THE FACIL 1_ ON INFORM
DETAILE ITIES ACTUALLY AS ATION RECEIVE
~;",i~'i..f..~ONB~':"~~ ~~A'i,~ OF:' L~~~:R AH,,:,: O~':..S lHci
INSTAL~ lHAT lHE REAl)~~ PER""," "~-'TE C<lNSl1lU~OT PRO"OED
R""ON.,,~~~DRDANCE ~;:.:.' FAaUTIE~L H~~VATIONs"~ONOR "ADE
OONAU> W. ".Nro:~::::LDER ""~ '::"~~TNrNci:~~ co'f~~:f;'\\\~":~
BY: _ CIA TES, INC D IN THIS CERTI
NO . FICA TION
TE' .
DATE:_
-
NOT A RECORD
DRAWING UN
LESS THIS BLOCK IS
COMPLETED
- - - -
- ---- ......... -
CONTRACTOR: _
-
- - - -
-
NOTE: WALL LOCATION WITHIN TRACT 0
SHALL BE DETERMINED BY LANDSCAPE ARCHITECT TO
ALLOW INNOVATIVE LANDSCAPE DESIGN.
BY:
NOTES:_
DATE:_
-
-
-
-
-
-
- - - -
-
-
- - - -
-
-
CS)( RAilROAD R/'W
(ABANDONED)
r~1 ~I
::.:: ...J ~
::.:: ...J
::.::
~
-
-
-
-
- - - -
~
-
-
-
-
-
-
-
-
-
SiAiE ROAD 434
C "24' ROW SI0Ri.\ l.iP-NHO'-
, . . . ~iMit}~"";{:'f'( (\-;1 'l,C;" RUJ.
L- ~ UNAeLf 10 0(11y"'"E ,. w \ ~. :~v ~,: g i;l:~' ~;::. ( .\~l~. :['c~.i~s~'2'. Ref" - - . ' S ,NY """ T! ,,'. pc,
~_ ,d = ~.... ~~~_ <~,~ ~_,.. _.,~.,_ -. os-"'.' __ _---.- __...,-..-- ---- ..-.-.-..- - .-. -- .-.- .-.-- -- - -.... IS:::: -.:c-.::;; ;;~.PI,:jfMf~s"','" .'.
'" :,.__"""' v' .,."'e'.' .. .c.
--::-.:"C .. '=.--- -- -
~ ...
( r . ,\,_\..:,~e~I'''~':''- _'- _~ _ _ -l '-. -Din...l..:.....,. ....-- 275" ,\iii l:;..~~'l_f,.(A: "."l.".'<r ~..",-
". ,_ ,;em'." ,c, . ," c' _ _" \ lOTT)M 'f STR' '. t;{ .,. "...."
\l~,r,.,. ,~r <:T\~,ICT"';::' ,f,,,,"','2R c ," ..,," .'" ".' R-~ . ,.,_..v. "..u~,u,r, <:.c",."..J.,.,e,.
.".....,"j,..J, ,_}.,....,~,_,....,-.,~....~_...t\. ._" r- ~ h...;jl:l.--,CJ\-' \.,..1- ~\ \ 1lt..\\LC!.._I')t")w.'r('l2"~Oit'."
'" ...'.BLffor,.":RM.Nl ,_"II ' ~ .-;,e'''''''''~.'''''''' c. . . - 2- .--- - - ~~. . . ,. ',=1 J~'l....'ERT
. ~. 2,5.8 ~'f. . ,wv[>' lJ ,. r W ^ i\ p, / \ ........ of: ~b~~ ~ ~ ,S:~ o. R'"'' , ",'_01 ~ _ ~ \ rO WA!t" il T .
\]1 ,_~,~~ -/"- __ -,,-- .-C-- _ _ -\ I ~o ~ / # ) ~29 @*II.\\I
. =-' r ______ ~ so' eullDl~G \ ~ ' ~ I <q f/I on ~ \ .",' \\ \ I
27.4'" '5. Vol'OSC1J'E ESloI'l- sEll"cK ';;; L _ - ~ '='I !fJl 1{ .... L-\ - - .",.91 ,; \ \ .1
~2~.6 'S. " sE1B'cK foR p'RKI~G I I _ - - ~ 1 ~ ~:\ - - - -\ 1 \ \ I
XTJ'J TRACT A I r *0 31 el'--~" \ ) 28*(i;), \ I \ \, I
~ Y r-(~\tJ.':.~J~~~SS / 81\ I ~ t:~ '~ ~r _ - ---\.';.\'~ -120' BUILDING SETBACK
_~~ ,.51 I \,>;~5.3 \ 27. ~ ~ ~ ~ ~ -<.< ...,::' - - J \ T \ \ ' 0' LANDSCAPE BUFFER
\ .~~ =TRACT E / I _if"WALL : ~" - 27 0 I \ \ \ I
( . " .6... 10. Vol'OSC'PE ESlo\.l _ \ *@3 2 I l' c". * I~ I q\ \ \ \ !
\ 2A __ .._ l_7')O J ,C ~ - - - ---1'" \i I I
.~ _ _ .~ . ,,"v ' -' I .... ' \ ;
~ ~~'- _ ~ _ ,~ ~ __ _ 29.oL _ _ - - L-- -1 'A ~~ ;: - - -I \ \ \ \ I
~ "t>1 ~I :N,o 271 '-i '" r 271 27.3 28.7 28.0 21" .1( ~ \ J~ 26@\\\1
'.fr. ~1~;" \; \ "-.. .",0;; ~ o. ll.6; WALL 2~ -----1 ,----- -----1 L---- ,t~ · t! t * 1r;;;1~. \ \ I
<.,..<>,,-<10 ~~}<.. "'" "\ I , \ \"" \ \"" \ I" 1 I I ,\ ~ l!l L-- - - -'" IN I
'" "r- \. 1-1Jl. . .' I 39, 38 37 36 35 34 33 I 25 @ \ ~ · I
~ ~. /", ~\ \ j 1~ . ~ T -oSL I I * \ \ * \ I * \ \ * \ 1 * ".0 * ~ q \ I
\--T- ~- 151 TiP. v'~ - - -.~ !<D. '~ I
;;; y~ ~, I' .?7 ~ ~ \ 1S"1$U Lns. f1 J L"'S.f1.l \r:ls..o J ?7 ~. _ 7 ~v \ ~- - -=1 1 N \1 ./
I @ 1* ~ \ ,~""'lR1-'l ' --< ",I -1. 24 @ \
Il"l
-,,-
@ 2* a - ':'ST~-GIRGlE - - sll;ljR1-11\ \- - -=..\ ~ \\
LOT 8 0' 1\'" ':.\' ~--< _. _ - -5.7- - - - ~J' 23 0 I I I . 1\\
GILES OVERS ' rEl'!J;lr-- _ _ '" I I ~ ff./ 25.1 5.3 25.4 - - 25.6 rz~ 25.7 25. 25.1.....~ '\ J\ \-; * I~\ ~ 1'1\ \ \ \
DREW'S TREET AND '_,I-- _ _ e' IlK if _ - - 1-9" I l!l - - ---1~I' "..(
(PLAT BOO~E~,SI~~GE 106:""~ I @ 3* ~~ !I~ 1U1.7J I [U"1,gil fU"-U I (U"-,J-\ ru,,:U I r?~ ~ - ...... - - -\ I ~ \ill-\ /' LEGEND
I. ( , ,~ I : * * "': \ - - 1. 1 ' ..JTEM (STRUCTURE DESIGNATION)
,,~..... i?fl.@4*'...L-*---1*.-lL-.-lL----1L-:...JL-*.-lL-*.---J;l'i21@0. \ ~ 0\ \ RO:O~:y7: UNE Ie SIZE - -'50-
I!I~ I--- _ _ ~ 27. 27.1 27.3 27.4 27.4 27.1 ,""IiI\ * \~1, ONO UNDERDRoIIN
~ _ _ \ ~\ \ \ . \ _ _ _ "', i>' IlRoIINAGE LINE CALL -8UI>-
I I" \ '2~.~ 25.9 26.1 26.2 26.4 26.5 '" i - - ~ ,I ..' \ CURB INLET (1_2-)ooT 50Lf 150 00.20"
@ 5 * \ *' * \ r>f \ '* \ r*. \ ~ \ ~::l \ ~ \\\ \ DRAINAGE MAN ~
, lIuL_ <'!\ \ \ @ \ \ @ \ @ @ \ @ \ \ 0 \ 20 @ \ \ I II, \ CONTROl HaL (OM-3) . ..
~--,:-=. ==- ~ ~~ \ I 53 \ \ 52~1 51 I 50 \ \ 49 I 48 47 \ \ I~ L _ :':.-- J, ~ -) III \ MITERED EN~TRUC1URE (C5-4) :
r- ~ 6 * ! ~ ~ \ 5 \ \ t~ \ \ I I \ \ \ \~":6 . - _---1 1 \ n !~ \ PROP: TOU RSE::TI:ES-5) -~-
~ll~\ \ 4~' \ '" ~ U".,nJ \ "".ea I ~7,p"1J Lr>7 2\ \ LP7.nJ -1 ~ ~ "9*@\\\/ r\\ ~\\\.\ \ EXlSTIN: :O~T GRADE ELEVATION
~\<ll r- ----\ _ '" I'" 1_ 11 0.' \1 ' GRADE ELEVATION .27.8
\ FINISH FlOOR x26.0
\ ELEVATIONS FI ELEVATION
10 LANDS I \ / \ BASED ON ,GURED FOR FIN
, BUF~~~~ ~ 7./ 7>.. _ GABLE ~ .,'"' R - T;: '" N FRONT SE1B~t[.N}AB ros:~o:ooc: ARE
\. ~ "15~ '"' 1:.t 2 ' " _ - :; _ ~"' .. 'v':" vn _" 1'4- [tft.18 L 6 f\\ \ ) \ . \ :T GRADING T'IPE I '@O.OOI
_'__ \~I. / ~~/ ., 'lZ4.2 _ 24.3 24.5 ~5 '\. '24.7 _ 24.8 -2r;:!l ~5.' ~~ ~ @'\\)I\'OPE(HDRIZ:\lERl)S
~ '\l\l! / I:::. 1"-. \ '- :::-::: I \ \ \ UNllERDRoIIN 'MTH ClE ~
\ ~// * / oQJll~\I~'~ i~ldr}f'AGEl r;.7J1 ru"JU~ ~\~ #v".2?0- III II"'JI\\ \ HAY BALE OR SLT::T 6UO.CO
\ ~ / 15' ~ ../ 9 I ~ 10 ~~ 11 ~ .~A~f f~C ~(i~ ql I. ~ 15 II~ \~ ~ "2? I ~ ~ \ STAKm ~B1~:O:ARRIER ~-
" \u:t:. / '"' @ * I i ~ \ 'h@ * I \ ~ \ 1\ * \ @' T ~ \ ;~ _:::::.,\~:'-----.] 15:\\\\ DESIGN HIGH ~
JJI _.: ~ t ~U~'. ~ ~ _ ,)~:4.0 0"~ ~@.-l ~ ~ ~ ~~~~ ~ -3~ ~ --~~ ~J) STORII;::~:;:~ D~~_'~O
_ '1 _rJ"~ f ~R'~ p<-~ . '" \ -- !. I.. 10' STABIUZED 8ERM/ACCESS ~
1 -::95-L~ EE ~1AIL_S\-1~P -L 2:::-- __'" ~ .JV.lE~ ~ -.~ T~~ C ~ ~ 'JK-9 I y"..L );;'/.^-.. ~'r.~ d~\l~EAS LOn/'5' -
, 19~ ---1 _ /I c:- 'r _ _ _ _ _ ---6'= '- _ _ _ I-=-===- ~~Hr':- -----' -' ,,r :t?!::i!:./- -/ 771/ /" -'I ~.. A~t l"" -,-=- PAD, TO BE;' OR MORE fill
x 11.4 X i\~ x 2<>.1 c::;m.1 ----,. >l. _ _ _ _ ._ _.00- '-<- _ _ -# _ - .l~...... .. ' ~ / / /. I .. T "'--' --~: ~D9 ..~:'''1.. FlNE TO 91LTY *
C\'(,'\\:';~rc ~ ~,~.~,
,44 .,i<,iX.. _ _" 5<s '0. _ ~ _ _ <""'". · IT 2 ~ ' ", ,"'i · - S\ w-t~'\ ! ~II II .W~ 'A/' CH^" ..NK F!.'" (,;p)
. '4,\' \ .0 'T.iO.:r.. ~ ....... 7' Q-O '\ -"Q'. ~. ~,l!O;'~ ._,' 19.8 .",..,d;'h ~'..~ ~"- ~ ' "' n .r '-;"\j" ~:, .',. y ,. "',,. "" . ., .'.
1tf$~.~\~"8 x'~ 11~)' J.g:~) I<g .::'. .
\~'::~, "~1. '\ ~f1b\").-/-. .-.411 ,-._;r-~.S"UC1\lR( --===== ~,'" 7~~~'~~'O~ :;;ii-;:-- ," "'PUfB''''~ " .._~~~...~';:~fO~.~}~~~1?1FO~d.er;:;r;':::~:C;;\FO")
:t;"'J'~~;:: ,.~ x"'8 _____ --:~ . .'U ..._. pi~.8 t' ......",' ~';,:;~,j~r of "(,OW>.I' "'Rl~,20 EXIS1. MESO' F P &\KL7\'VRT 1\ A/V}A I'"';,..-\- I ff'L F\6ER~ :4l4. --.....l'C.:- ___ . =...,- -- ~'.'--.". ....'....-....."....-- .".:J:.";.Z .-"- ..__".~,...":)...,,_-_::-L""'" .-~",./-.--'-- ",..~ ' ,- I ll~j :", ',;
SItN ~i~~;igjg YJ~~:F\ \~~ /1 \ ~\ _T..:a11,M!~.~'::::~ ,. -,-, - ........" · 79 )1.25.4 EXISTI..NG,..S1'SlIJiE6,cP.SS'''.' x,.,8 '_':/L;t.~I/"'J>J.[;.'~~~R.~'.:.:,"'o/ ,........ ./MOWE(;~'~2iE5" .44 ,~i:.::'~ n.' x.." "'""","_'1~'i~""'III"'fr :
~ oP"'C C.-< _' ,'" _ c... ,~ . ~..-' . xi''- "IV."" . !~,,:< ,;' ,: t,". " liP.' - ~ '.~_...~!>' (';.....'C .<;\W
~ " _.n '. _ __ __ _____.-e--- ' . ,..8 ...... I" .. ,,,'- ~, ~ ..' n~' . -~
478.39' ' ,. ~ -2 ~ . . . ,.,. . .. '" ""'.. 24.8 x""''' - .., - _.._ "..< ,...7 24.' -. " : " ,. '.' 23 · " I" 111 ., ...... ,."
_ p ~ '"'" _ _>- _~'- _ ==] _ _ _ .--o-,-~ _ ~ ~ _ 1=1 _ _ _ _ _ _ -=F" _ _ ~ --.-. -... . .-., ' 23.6.. "'-iH:'."ir
~~nW~~ ~~:~1~~~~i~'~~~~~T'~~.~~~~~~'.~-~~-'~'-~~"'~~~~~~~-7~~~~q.~#~la)=:~---
\ \ \ '" E \ E)( \ S T "S ~." -\ J \ \ "U,," pc"","" .. "'~ "" .. I . " .. 0 . .:;;, 'fl--J / J)... .... REl",,,'E""
"-EXIST. 5.5. M.H. '- '\ ' ., ':>., ., ';~". '-SAN. SWl'R MANHOle EXlsnNG 10RM MANI-IOL ~1H PA'-" 1REES :~.; 3...5,~,..,,, ,,~ ..A.."..M.'i,. ../'/' .' ij"fl;1/./i'..il. _._"",,,,v"" REUsE:-'"
'N~ \ "'-.J ~ "__ ,1 I ~D~~vS~;,~.~~~f4"T~c:t 24.0 I / ,,<~\,.,~';;'/j {/F,I/'
T '\ \ "__ \ WI E. INV EH6.39(18" RCP) I /!/ /-<j I 1
.l- \ \ "__ "__ -....... \ \ (PL~fl~go~O~LOW UNIT 11 \ \ / /; '// 4<y it;!
. \ \ "__ EX~S10bM \ L 7, PAGE 94) \ 1-- 1 / #~) //
J-. , \ "__ I~~_--'--- _-J'------ _.-1- _ &'?'./~'/ 4'~
\ "__ '1X\;'. s::~;r~- -J~~~U~T - -~ .- -~ _ _ _ ~ ~ = .-- ."--"! ~~::: ~i;{;~
I '\ ( - ------ ........... A/"/ /" / ~
......... / / /" 'l'" I.:
.. / /" ~ N01E: MINIM "
) /;/ UTILI1IES BE~M 12 CLEARANC
( I ~~B~~ W11HINo~p~SrN~/IBE~ ~~~rOPOSED I
'- MECHANICAL DIGGlrfG THERE SHALL
WITHIN 10' EACH
SIDE.I
--'
-
-
-
-
I
::I:
en
~cJ
z~
o -
:;:,:en
~~
Clg
....Jen
<en
a<
Cl
I I I I I
~ ~
::.:: ...J
::.::
o
~
~
'"
".1:1:
"'~
I
{~
~i
~ ...j
~
~ ~
-.
.....1
~
C7')
-
CD
~
~
C:l
~
<
Cl
T~T -
u
-
5
~
~ 0
o ~
"" ""
VI VI
~ W
Il. ~
w 5 Z
~ LL. Iii
~:::1 0
~ l&: ::J ~ en
C) .oo!i
g Z ~ ~ Z -<
-<ozll.oO::
ILl o::wo~al
olii-< ffi zll. 0::
~~~ ffi ~o a
~-< 0:: 0:: ~ffi .
ZZILl w;;eal 0
~tiib ~I~l&: t
~:>z 0 is''''-<
o::w:>::J J!!~
ll::W~:>-o
O::VI~::IEO
::J -<
c5
J w
~ ~
o ~ ,....
~ :::I -
~ l&: b
. ...J Z
o 10 . 0
::J,~i=
o ~ w ll.
~ J!! C) i2
Il. 0 "" fA
...J VI W (f)
:Z ~ Cl Z
0-<0
~ ~ (f)
~ b 5
in...J W
~ en 0:::
VI W
N
en lii
Z ILl
:J: Il.
i7i a:
~ :>
~ w
VI 0::
-
-
-
-
-
- -I" -
-
-
-
-
-
-
-
-
-
~
-
-
-
I
=La==~-
-
jll
II
] [
;c"..",;;,;;",,
'". 'I::C):""'><:'''(;'
~ ,.... ,....
I 0> 0>
f') I I
N ::: co
I I I
co co co
/~v.
//
..--.-~~
NOT INCLUD
LOT F CHASEED PORTION OF
SUBDIVISION ~~D COMPANY'S
(PLAT BOOK 6 WAGNER
,PAGE 64)
, A4"..l.
,;l.:. ~~~C~f",-,,";";Lf:C~"-~O~~
r"l ~,;W- "",X" ",hH'.U /
~~~T ~P\,::ARY--""--- in Ii \ -
COURSE AGGREG~~) II 24 \ . ~ \-
HI \J -
PROPOSED ------ ..... >==\
ENlRANCE \, ^ \
ROAD ~ ~
\ ~ \ 13., #' I
~:.~ ~
c ",," "-
_ ONSTRUCTION E
NTRANCE ROAD
10 'It
f')
U j
-~
~~=~
,Ii L",NOSC",PE
E",SEMENl
,
\
(
-
EXISTING
~~TENTION POND
TROL ELEV. 20.5
I
20' BUILD'N~~ACK
',,-
"\,
FLOOD ~
/
"
,....
crl
N
I
10
-
13
w
...Jen
mC>
<z
e>8:
(f)
w~
Zw
0'-
t-~
(/)3:
La....
o
~
.-
-
()
C)
ZC
~~
<~
frIO
0(7)
I
,....
0>
I
'I
10
<(
o
-
e:::
o
-.J
La....
-
~
<
Cl
-
d
,zl
I
Q::
W
In I")
~ 0
z U)
In (7)
o
..,
I
-
I
w 0
;i, <D
~ ."
.-
I
I
8 ,....
'" en
IJ
): .-
In I
Cl I")
~ I
~ t!d
is ~
i~ I
~ ,....
r- en
~ J
): .-
In I
Cl I")
~ I
~ ~
w <
Cl Cl
-
I
I
3: ,....
(f) en
a I
I~
): I
In to
! J
Q:: <
Cl Cl
-
z
<(
-I
a..
0::
~
en
<(
:E
w
C>
<(
Z
-
<(
0::
o
c:d
C>
Z
-
o
<(
0::
C>
-
r-
w
W
I
(/)
v
~
La..
o
v
-
I
RECORD DRAWING
CONTRACTOR CERllFlCAllON F
~i'l::i~D TO ~':."~CE~n"ES TH"",' OR PHASE
~~F\.~~~i~~~~~~ ~':~~~~~'i:"nON
DONALD W. MclN~HSTRUCTlON
-
RECORD DRAWlN
THIS "RE G CERllF1CA llON
CONTRAC~~D O~RAWlNG. IS BASED FOR PHASE
THE FACllITlE _ ON INFORMATI
DE"LED OR ~ AClVAlL Y CON'", - AS TO ,,g: "'<:<1"" FRON -
~~':::W",i'"':'U~~ OOSER,y,'i,': oi"E ".~?'R '::'.:'s DET.LS THJ
~~'<\:fJ,,~;~~~~~~;';"i~a~~~~?~d,~H~'1i1~~
DONALD w. W.NTO:~,':cLD<R AN~ 1~~~,"?Nci:~~':'~~c'~i:~~
BY: IA TES. INC. IN THIS CERTlFIC
NOTES' 'nON.
:-
_ _ DATE:_
NOT A RECORD
DRAWING UNLESS TH
IS BLOCK IS COMPLETED
~
- - - -
- - - -
CONTRACTOR: _
BY:_
NOTES:
1=
-
- - - -
-
DATE:_
-
NOTE: WALL LOCATION WITHIN TRACT D
SHALL BE DETERMINED BY LANDSCAPE ARCHITECT TO
ALLOW INNOVATIVE LANDSCAPE DESIGN.
-
-
-
-
- - - -
-
-
-
-
-
- - - -
C5)(. RAILROAD R/v.I
(ABANDONED)
-
-
-
~
l.(t-~. ",:
-',,' .
.) ,
t<..... "
~'.* '
,1' ~;"-' '.
- - - -
~
-
-
-
-
\ -15' LANDSCAPE TRACT D
i .- 30' BU\lO\NG SETBACK
_6' SCREEN ~M,.1..b 8,,<,'.tl
o 81M u_~2500
, ,,' ' "",., , ,O::COc'2.::'t \ififn~i~Y'~ 1::fJt:i~'2~~;~; ~;~\
-
-
-
-
-
-
-
-
-
-
-
-
-,
rPROPOSED MED'I\N CUT
="7,>= = 41~'l\tr(~:'~E~.,ft:: ~Z ..;~~r~;~~~:":) 51 A 1~2:~cP.W,434
~ "I " .. . ,,,.,.,' 'cr'
-""v.r ,,' 'J"" PM'" ", , i '" ,... ,v....,,'" "' I
_ _I-- _ ~"r;:~ 'j'~"~ .--,- S ,NY ',1-" 27(:'" RCE ,-
. .,~ vI .,- ." we",' -oc-' .-__....-.- .~ -...-' -....,,~., ..' -'" C' .~
= = = = = = = _,=" .= ~ --+- ~ ...' ,-,.',' ," ' ,'" ."' ,r;=--- " ...' ., '--- "",
t.,"" . J" : ~
1,( 'f,
~
-
-
Jll
-
-
<;TOR\;' I,\AI4"':\\<'
..i/. R.iM n ",,7.9.6'0
,,'. Itl'" [(.':.i5.u7(!-Ct
\ ~..)"'" \ .- ~'. .-- ~ - .."
.... .,,'1 tc,",'::O"JJl.3C ';~'Cp')
.. -" ...__._~::..... ;.:.::.:.:::::::-:::::_.::~::..::~:::::'" --- .'
-
-
-
- -~ -
-
;:;
-
;~ l'
...
"f
] I
~.
~.
r:;
r
~
.
t.
,
f
, ,
I
,
\ p, ';'-", H' \l" ,,1 \ ,',U'L U (;F ^'''
rPLUG", \ /CORB · """,,,
" .::-:"'2'~~~~==~~~~'':1.
rr~.. ~: STORM \^>\NHOLt
~' ~~ \ r;:r~.j.J2~)1~:,'T\~~..1t~..ur.,/')~~. ',(',jo~~ -"- - -
\ ..,N8\,1 10 !""e'"'' .,W .
I i;.'f., ,,<(in ceur '0 .r, I
-c::- ~,LANDSCAPE -' -' .'
r I <,stIIEN"-- - - - .. - - -
\ _ / l.---- 5'J BUIlDlN"
I .. ,5' L,,"O$C'PE (SIn - sElB"'(
\ Co. " sElB'c;K FoR p'R"IN"
, ~ TRACT A /
I _ _ y \ .~JiClL~~~~SS /
..S' \~\ I
I
Y
T
Y
===
.. - _.__.-~~\
- ~_..~
LEGEND
IlEM (STRUClURE DESIGN
All ON)
DOMESlle WATER & SIZE L-
REUSE WATER & SIZE
FIRE HYDRANT ASSE
MBLY
WAlER VALVE
REDUCER
SINGLE REUSE W
A TER SERVI
DOUBLE REUSE WA lER SERVI~
SINGLE WA lER SE
RVlCE
DOUBLE WA lER SERVICE
BLOW-OfF
PLUG
SANITARY SE~
SANITARY SE~ RUNE & SIZE
SANITARY SEUL"RR UNE CALL-OUT
~ MANHOLE (
PIPE FLOW DIRECllON SM-1)
CLEAN-OUT
SINGLE SE
~R LATERAL
DOUBLE SEWER LATERAL
DUCllLE IRON PIPE
acSlZE
-
\ \
." ~ ~'J...
\ ~ -8" ~it!.4
vi/'
-8W-
-10R-
..
'0' LANDSCAPE
EAsEMENi
1('
EXISTING
RETENTION POND
CONTROL ELEV 2
. 0.5
8" PLUG NOT TO &E TAPPED
OR EXTENDED WITHOUT A
PERMIT fROM FDEP. \
./
----~ \
__'2~
\
'"
- U
- ~
-
~
J
~
:1
;9
i
,
r~
I '
~1
':1 \~
~
/V'
,,/
/
.-----/
____~ V
NOT INCLUD
LOT F CHASEED PORTION OF
SUBDIVISION ~~D COMPANY'S
(PLAT BOOK 6 WAGNER
,PAGE 64)
-
80
E---
-85-
50LF 8S 0 0.40%
.
- :) -
,A
,
-
1 co
y
_ 20LF 801
aD
p.
LOT 8 D -'"'-
GILES OVERSTREET '--,
DREW'S REVISION AND '-~
(PLAT BOOK 2 PAG ~
, E 106) ""-
~~
-
20' BUILDIN~ACK
~"'"
"
10' LANDSCAPE
BUFFER
\
-- ~
...-....
APPROX. 100- YR
LIMIT PER FIRM
ELEV 17
FLOOD J
ci
i..
o~
.0
;;i,Z
g
...J
; 0
.' ' 0
,'..". ." l-
e"!." ;.'.. ..'
_.,~ ~~
uF~<c
~t;:;;o
ot::ioOll:o
a: CD_
a.~~~
mo
I- I-
D5 ~ I
-
I
VI
0<..5
!z~
1) -
~VI
~~
u
90
_ <VI
ZVl
0<
o
~ ~
~ ~
-
~
~
'oJ
~
~
......
~
~
~ ~
~ 2
~ ..J
'..:: UJ
~ ~
"q: W
ex
"
0.. r-
~ '"
C\,I ~
...:.. '
L- t-
-I
I
I
~~~
, ~~
~r:
,~ ...J CoP
" >- ~
m iii:[ I
~
, ~
<
o
-
~ ~ ~ ':Ji.
:l<: :l<: 2. n
III
w
::E
<
Z
.-;
III
~ ~
..J ..J
:l<: :l<:
~
:> Q:
ci
. ~
<D 0
o z
o 0
< 1=
:> ~
w ci Q:
. W
t; ... CD
< [A:
e: ~ -
o ~ ~
001=
< <
~ &) ~ ~
z .... <D 1=
< ::E ~ Z 0
e: ~ ~ 8 ~
z 0
.... .-; II:: Q: <
:> lI! <D <D e:
.... > :> 0
II:: ~ W ~ g
II:: <
z
o
1=
a.
i2
u
VI
ILl (/)
o Z
o
(/)
5
w
~
-
:;; "
10)""
~ ~ ! ~ ~ ~
<D.bl I <
<D I/) ~ 0
It'--
~ It) ...
I I I"',t'll-Ig,
I
J(f)tO
Za:::~
O-.t
_>-1
W-.t
.. > -.t
(f) <D
Wa:::"-..,,
:::>"
I-(f)~
4: ~
0)
o ~
o ~
(f) <C
(f) 0
4: ~
...J
(f)lJ...
J: a::: . -
(/) w iE
z<c
O Z (L
t-<i~
Z ci ~
'0 :?;
~
~
~
~
o
Z
l&J
=>
Z
o (f) ~
-I a::: <C
.A- W ~
~w~
Zz~
o C> 0
Oz 0
W~
-
13
L-
W
....J
CD
<(
<.-'
en
C)
Z
-
0::
a.
(f)
Wo::
Zw
0"-
.....~
(/)3:
L-
C>n:;
Z~
~t")
<(0
n::lii
om
I
<(
o
-
e:::
a
-.J
L.&-
a:::
ILl
CD I")
~ 0
z U)
~ 0)
...,
-
I
I
.. ." ~:~::~^ """",,;.e~lJ~~;~!~~,,'=1~~S:=-~~':~.":~'"
'-.... '""0R" M,,"~o.f'L:' .. ... ..' I oTOR" -6:l,1.,ClOiC
_ \ ~ ,\"'- RIM [\_"_27.64
~ "",,-0". ,.." . "',1'1P' "> <,;>,--""Y. r',"- , .
---I ~ t~~fbf;~ -~:- ~f9 - II \ ~K(;~~:'"T::';~~~"~bt~"'~'
I L _ _~ ~ ~,/;C;/~- t\- -::;1 \ \~~\\ I
I \ _ - - ~ /~ / ~ ,. ~T\')-28- -'\ \ \\\\\. !
\ 31 ~>...>'\ SM~" \ \ I
\ L .....1 \ \. '~'~"\ r--- ~I_ _ --\. \ \\ \\ -~2~' BUILDING SETBACK
\ _ _ _.-" i ..> _, _ - - \ \ "110 LAND
/ I ~ff'WMI _ _ - -1-- ' I. \ -: 27 I I \ I \ I SCAPE BUFFER
"- rTRACT E 10' LANO$C'P( (SIl"T I 32 i 1 \ \ ,,, t - - --\ I \ \ \ i
'St~~.~" _~ _ _ _ _ >- _ - -~ L- - - - - l- :j ~~ l\~ ."~ ~- - -\ \ \, ~\\ I
~ ' ~ ~ " \ 26 '
,,, ~ -<'" " \ \ \ I
'1' 6'", 1 -0 O. >-6' VlI\LL I \ ,t~ \ \ i
<t~~~C>- ~~~ \ '\ r I \' I \' I \' I \' I r I ,;;; i - - -. \ \'\.\ i
"':11.' ~'"'i I \ \ .~ rt \- - \ \ i
C'~ & ~ \ I 39 \ \ 38 \ I 37 \ I 36 \ \ 35 \ \ 34 \ \ 33 I l' · I 25 I I \ \ \ I
~, .~~ r c,~ ~~-\::f:.~~~ _ ~~ \~~ _ \~~ - \ ~ WI ~ - - -, \ ~~ I
,,~ ",' -,
, ~ . ~...... - I ';
I \ ~' ,. ~ L.. - 0- .- -. -. (", \\ ,'" -,.' 23 \ \ \ \ \ \ \
,,_ _ _~. \ ~....... -.i"'~' ~ _ "1 \ i \\, 'I,.
'e\=' -:-' · 'I r 'I . - 'I' - I 1 Ii" - · -. '1~ · ~. ' I \ ' ,\ \ \
Ir-\ - 3- ~ - - - - --\ \ \ \' . /
~ iU"'7.J \ fU7.ul fU"-U 1 [L.1"-J.J 1 ,UI'-.J I n"f' Z: c.. - - - "" I '\ ~
I 4D \ I \ 41 I I 42 I I 43 I I 44 \ \ 45 I \ ~ 6 '\ >:: t,,"
\ L I I I \ \ \ \ I I I \ ~ \ It :.-.-
~ \ .--l .-J L- .-J L- .-J L- .-J L- .-J L-..-l I ~. I
'~ I' _ ;: H.~ I I I \ I I I I~: ~ == == ~ ~ \ ill \
I !j \ i\ \ \ \' I \' I \' I \' I\'\ \ \ B 20 I I \ \ iil \
r__-==-\
-~1~1~ 7 ~ ~ ~~ 6ill ~ T ~'~ /'~'_~~ ~ ~~~~ ~8GU1~.\\~\ \i~II \\. ,~~[~-~X-IS~T.~-";4~R'~TO~B~E'E~~~o'~,..'D~~--t-=-=-'....,...D~.\~~-\-.-::
j\ ,,_" ~ '- ~ fJ. cO \ \ <. 1\ ~ ....' ) ." ,,~"""'"... "C'. ,~'
~~", 0" .<0' .... - - . "..' ,,' .-- ",' ,..'.... . ~: ,. . .. .' \ ,
-=-- !:!' , ,'__ ,"'__ . _"..~~ '. -~l'...~. i . .' .
_ ,",. '.... _..._......,'..y.... _......,.......;.....1...-.+r--J .' \ SII>;
-.J ~ -,=::::5::' _ ~"~<E"':- - - -.= 'L.-,~",-",,-.~ ="+,,1'r=- =+---'=?-------- -
p,!] ,~" ",\ u' "e>'"
"-' ' ,., ' i"
\ I 1\\\U~/~ /1- ~U-.'. _ "J!L _..J L-"-...\I 0'~ L-.-J L- ~ lL- >_ _ ~L _ _ ~ {\~\~ \) ~QJ NUlE~ i~~~;~l1~;I~R~~~'I~~:f'R~CLAI~;~ 0~~OVI'. 12":4!':"RfIll.lCf.R" \ ~ \
) I \/ u,-'~ I '-><"1'--.. \ f~ __ _ \ \ iW V \ \\\ ' WA\E.R 10 Wll'ID1N(j i-\OLLOW utH-r 1 SHALL CONNI'.CT 12R TO flUSTI1<l6
--sM ~ ~ r ~, -''''M -9 '" '......: .... ~ 24 '\ "I ~ I / I L/ BE. 4-1'> \I~~ S'. - ' - '- ~'l~2' 11'.E- - .
x"..^'~~ ",. ::-:_ 22'~~ ' r--- ~-,Tr;:~CL~ .;~ ~ 11 ~ _ _ 7!"rr ,~~~ ,." ~~~~:;$I~~R4R
I" ~~~.._.~' '~ oi . '- __ _-'-= . -~ 1/ l _.~ Iii. . \ -= - --' ~ .;:.' , . ., w/12,">' 4" -rE'-E.
,~!6f::. _ '''{, : 0 v'''' ''"';-~ .~~ '7'" ~ 24 _-=~-=---=-~~:;: __ '" """-;<~,,~~::' .;~~'--;'~I~ c~ -:,,~~ - - - - 1~":<~'fE.I: wn:"12"'~'- -,,:;s~"\~11 I II W: /~,,~'",(n1'i
";i~*~~. :'':;11~ ~~ ~ of _ _ _ _ _ _ _ ~ ::":: == == == _ - == == 1i;i{f.~ g; ~ ~,~~~,,~ ~::. if 30 ~~: 'h~ ~'~".~ I(I'.V, - PUI..-: 12R N':'" , ,;;::%'m>~\ \ \~\~,~, . " ;....r.;;;.w "~,,,
1f;N'1~;} "':;- ~_ ~,~.8 \ ~fJ9'&) ;r;>pJ,.')~9.8~ ~ '~1l~~ERK:r!l/:~~O~(17f~~~3JCR~~)'20 E1.ISI, MES 110-~-;-P- &lRl,A0R1/,:? ~n'~ 1 [!.~~FPL~~ ~ '~."V"-;:-~ - ~!5.&~ .::=-~~.'2_. -.'':~Y- ~ _F~~';)_ ~&..~.~ oPTIC~;!~,~-:: ;P:~"'~'~~~-llfdJ "';'N~"LEF"ON<l""'P~.,[ll,,,)
....._ < _" ~ ~' ~ 'N' o.-I4."~ v v I I r / n '" I _ ~ I ~ oPTIC WAIIKEl" "", > ~ - - .....;::.. x ,.. X ,0. X ,,-, X ,0' --'" - --- " . s\w -1l : 1 II' ,. ~.r',. H.D<>
s.;v o<T ~:r::~~.="" \~ ~ J LW \ \ \,~ '''' _ . ,~~ "W 13.78' ~ oJ '/ r- 79 x'" . ",0 ^~- -::. ~%r""'" -- /"..:;: - ",.. . ~ x"., X2'.' ,"; ~~~ l~k~7:', '"'r'i4. 1 ~~ . -~ .
~ oPTIC CA!!L< ,..' \ q .~l " ~ ,;,.c/- . I' 25.2 . rl...."'.''Ii ,,.0' ,..' ,,,J "",:.(;ONCRETE "I' y;'!!k'-' · II, _.t-" ","C S\"
^ 478.39' __ .. '\' _., -'2... . _ . ".'" - ' .. - ,.. .....,.- "',< ... - . 'h<( "".... ':. ~R~E: ' ' " ~ nl1 ~4' ~Ct."
_ ...J'rsB9'W22'"W~YJ. ~VI~ _ ~~:::=::::=: ~:::=: :::=::::=: :::=:~-::-----:AS~oNf'L\~A:::=::::=: :::=:\:::=::::=::::=: --C:::=::::=: = -:-~~~7040+-::~gI7~v ~ .~ ~2; ~ ~~- - .::- ~~7"~~ ~~~~ ,~"'~f-4 ;li.-- - - - - -
V~_. ,.f, / _ I 'N'\}' ,C~' I - \ ..,.....'--- 1"'-'" n ~ \ ",,,,,,, ~.;':/ 2~.i'l WATER~NE~ . "r-Trr'''' ,
~~_- _---- _- !. ")"--J-~-----------" """"'u -------- - =------ - ~. "--~-
CONNECT 8V1 ...,:"->' _ 7<<7 '1 _ -1- _ _ _ _ _ _ _ _ _ _~- _ _ T _ _ \ _ - -\- :..--- - ~ .-:--.. - - - - - - - - - - ~ - - -' ....-cc:~. ,~iUtr, ...// - !RRIGA. nON
I \ ;:)M 1 EXIS1 SSM u """" """"" '" .H \ I ..., ~ .. V" ,,- ' '2<1.0 ,,' l'~'IJ~/..JJ/., '-., REUSf j,f(;tR
TO EXIS1. 12'1-1 'XI~' S.s. M.H. .... . .' .n. s,,". S WI" M'N"OLC .... pAUl ..... ~"':.; ;'!.~;;..9Z'.:J'. \ ( BORE 8< JI\CK OR ',""""" ". . C,/' ,;1,,,1 ,. It/ ~~GA"'" RE\J.Sf.. uN€:
\ I INY 1.62"" \ INY 12.74 l IIN 12.14 \ \ \ \ ~ i~VV :. '{2~(~ \ t DIREfnONI\L BORE 12ft ;;':".'; ;'-.3i:6.O.8 II / /ft'i '-u....... ~';:rm>
~ \fI .... L. \ \ ' ." I U'Nn'ER EXIS1. ROAO .; !N.V '" 1.4C'7 Ii o~'~l/ /7,1 2f AND VALlIE
, IlJ .... ~ :.;1:..' ' 'NV . ,,011/ j,-, qJl{ I '-J 0
T \ \ "\ _ _ ~ . '\ I ~N I I I \ / "- // I'f/I' '!; P ~
.\.. I \ \ _ _' \E ~ I I (PLAfl~go~O~)OW UNIT \1 \ I / ~ ~ ~'7' c:j/f ~ v:
I \ _ ()(~STORM \ L ' PAGE q4) \ L- / # 4<)/ //
J- , \, _ _ __ / \~ J:f"; == :=\~~~\RE ~~..:L - - - - - - - ~ -1_ / <<'~~?~/;~
----t '-~-Jo ------' -- <<' / -//-
,<~IST. s.s. ,M:!;', . 50' R/W -' . --' --" · - !.... <<' / ./ ?: //
I .,. - - - ------ ~ - - - - - -.... <<' / ./ / ~
( ,( _ ______...... ......... ft / ./ /,/ <<'
........ .;7' ./ / 'l" -
'.... / / <<' I NOTE: MINIMUM "
) .;7'? UTILITIES BELO 12 CLEARANCE
CABLE VIITHIN ~ J'XISTING FIBER ~OR PROPOSED I
( BE NO MECHANiCI\~ 6IG~rfG THER~TIiHALL
.... VIITHIN 10' EI\CH SIDE.
~
~ 0
< <D
fA ~II
..-
I
-
I
o
o "
Cl 0)
IJ-
;>; ..-
CD I
I")
o
ILl
~
U
ILl
o
I
~
~
;~ tn~
(/) I
o -.t
;>; ..-
CD I
I")
o
~ I
~ ~
ILl <
_0 0
-
I
I
-
~ "
(/) 0)
o I
I~
;>; I
CD I")
! J
0::: <
I 0 0
L.&-
a
>-
..-
-
u
0:::
~z
<<
3:~
co:::
~~
-(/)
<<
d~
W
0:::0:::
w
-3:
O:::w
~(/)
~c:d
-I
t-
W
W
I
(/)
~
..-
lL.
o
LO
-
f
~,. .'.
j
g
l' .
~
I
I '"
,
1
.1
I
I
.1
f.~.
~
'"
ii.
~
i
...
.$
~.
I
l'
0-
J
'"
.;~- .
) '~.'
.'1
'" ~.~
,
,~. .
,/'
'~t.
,J
t
4,
?~,;;'
".
t
tJ
. ,~'
1
~< ..,'
-( " ~~'~
:~~.:~:
<t\
,..
", .,;jJf,
';' .
~",. "'f
.' ~;
t .'
'.
;.. ..
I"
~',
'.l'-';
25
20
15
0::
W
~
o
o
.~ 0
'~ "
o~
.0
..JZ
<:
o
o
..J
o
/0
'. ...-
.. ~~
"'-1=1=<
f3...-_o
'"')w:Eo
Owm_
~Di~~
Hj
MATCH LINE
18+ 50
RECORD DRAWING CER11FlCAllON FOR PHASE
RECORD DRAWING CERllFlCA 11 ON FOR PHASE
THIS "RECORD DRAWING" IS BASED ON INFORMATION RECEIVED FR0t.4 THE
CONTRACTOR ON AS TO LOCATION AND DETAILS OF
THE FACILITIES AClUALL Y CONSTRUCTED. THE ENGINEER HAS NOT PROVIDED
DETAILED OR CONTINUOUS OBSERVATION OF ON-SITE CONSIRUCTION NOR MADE
MEASUREMENTS. BUT HAS MADE PERIODIC VISUAL OBSERVATIONS AND HAS
OBSERVED THAT THE READILY VISIBLE FACIUTIES HAVE BEEN REASONABLY
INSTALLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE
RESPONSIBILITY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERTIFICATION.
DONALD W. MciNTOSH ASSOCIATES, INC.
BY:
NOTES:
CONTRACTOR HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN
MODIFIED TO SHOW ALL CHANGES TO THE ORIGINAL CONSIRUCTION
DRAWINGS AND ACCURATELY REPRESENTS THE FINISHED CONSTRUCTION
BASED ON INFORMATION FURNISHED TO DONALD W. MciNTOSH
ASSOCIA TES. INC. ON
,
I! , I
I i I !
II I i
,I I i
, ' II' I
II II
I'! I i I
,I I' I
I,
;1 Ii'
II ! !
i,: I' . I
i i
! II t; I 1
; I I .
; <( ! I
i BJ I I
i i !
I CJ I I
I lei ; i
i v:r:, i i
II' I' I
~ i ~ [~ eLl I
::) ;:~'Q'i f.':ll' i
U O(j!~' r- I
'r:~' 4::::;.:!
;., ~ - j ...~-" ( '') 1 I
Z . .: Un!! I
<( ;'J) ::1) i ,. ,.;;;; :.' I' .
...-. ~_. l ;":-"
.".......-..-i 1 1 ;
O~ 1....;:~.J1"../ t,. (nl ~
W 00 ~(." 'J 6 ~:: I
~ ~ ,~;j?~i J ~ ~~i 1
ow ./ t';'.'j!' :"- \I!:
~ ~ :D_,>>, 2'"6"~ I
I Lt. '"7 .-. I Jjll '
O(/) 0 '~"~'II'" ...,f
a... ~~ ..; . ,j I \ i !
ow",. ,c.,.), / I'
g:~:I-[- 11-111
1/ I :
II I I
I
I
I
II
I
-:JJ I 1'1
"; II
<~ 'S: /111,
c.j ~ I'TII
w I,
(j'~ ~.J ll:' 1/
,:J ? :11/
.... '"S t
II '-:-' ~r
'j .) ", F
1. g: r~,'1 ()
llR' (,1) t, ~r.
21 'l.... (')
-1:!(:(), 0':'::)
~('~ J
;1 --~! -
~d6 :j It:
'lJ.1 1-' en [J:.
(:!JI~>~' <( 1J!
f-t~c () ~ 'E:
V'J'Cl:: 00... f
I
I
I
I 38'
I II
.Jj I 11- -
c~ll I"
/1 I 1/
1/ I II
1/
II
II
II
II
1/
II
II
"
~ml lIlt i i ~~
~ It f] I 2 .
o I ii"~ I N
Ilj I'l~', ...--
I --- I I \(1 I, ~ >
j --- ,I "4. 'I (/) Z
II II (~, y', / IH: ~" ~
'II' ;:0-,'. I.~~. I I' l' ..!.; ,I
-'. 1;'-" ,-' X
II t ....(l I Ii Ict: '. , W .,,-/
! ~':. ." I' I' II (t -::: , ~--.
I f J .>: I '" J 1 I' ~' /.. , . ,.-' I
I J! >-.: =~ J J I! ..I J.. ../
,; f ,-,: "::':' i I \'! I , ;r f
. 'f"+-, I,
l_11~11 I, /
'\\ \, ,(,~I I I,
\ \ \ I' I I I /
11111 :: :: / /
\ '\1 I I I I /
\ \ l I I I, /
I l I " I .
I II I' I V1 aJ J.,.-..
II, tl I ., I 2) ~ ;'[3 ~
11\' ,I 'I W---l / (/)~
II II ---l /O(/)
II i . , I I 0 >-/ n.. x
L:;~~ 11\1::): :rot ~~
,.i:~": I \1\ I I I I ~/~.e:,oo
tm.~ ~I l#l \\ il-- H-- __ :~l ~ 00 ~.
~ i " ---- U (/) op-;..-
ffi~, ;..", I' I I I' ::) --~ rr) >
:il ' ,... ;.0 a::: N ..- Z
S g ,-J.t ,. I I I I ~ ~ _ N > -
,'0.0- jii II II -tnt;n..Z3:
,-_.~ /" J " I, Z - 0 - _y
"/'::'~=>/ 1 I I, // (/) 0 0 ~ Z W
II 'I / U
II I /
/ ,;--' I
kj I, :r
!1 I, 2
I I I ./
/1 II vi ././
II 'I u)~ ./././
,I yl I ........: ./././
I I I I- ...-c
I ) iR\ If I ,/~-(J) >
! .J... ~ ./ (I X Z
f ~j ~1 ~':m'; " II l~=-ss-------
x ". '-trrj' F' ~w' ~T----M G ~-----s
l'- ' ;. , . ,j">' n';fE I~ "
~~~.Jk ~'...; .~: 'or"'i II ~
I ( '.ff:-"O eX) wI ,.
_,'j . f N ~'" Q:/ ,,' . IOJ
" . ~ ""W', ciq .2 In
~' / 1: ,~~_9J~ fi;d> ~cri:; 3:
. WI r,~ -if -' ~ <( w <( :: 3: N
/ ::1 'JJ'" ) ~!:QU IN OJ..-
~, f < .- '. ~ j 0 lL. U en I N
N1 x" , o-lr=W"\~ ~
''''_4. / j!. N <: 0 e: 0- '~, (J) ~
/n~(J).' ~ j , t' 3:' 0 OJ I ,1"\ wU (/)
'" 'lL. " :;'J
..... i , . ...' ' to':2.J ' -, (J) Z X
/v:~' : 7, ll'l ~)<: \ l.O IJl)' ,:; ;J. '<j- , OJ Z W
" /" I ~; -. \ ~. 'G> D. c:~; (f) 0
;-? .X-: I"~; : " Ir- .;c.. '. ~ U 0
'. I .*: j "'--~ ~
I - ~
& I ~~: '1/~i2"'~ I
I "? ""'; ~....\ if CO I
· :2~ .., ~ \ ;
. NDWALL~15 .9,}<""C?;=~~-x-tx t' :
1(45- SKEW) .1/ ,x /"'~'Nri, ;,' ".J W
FOOT INDEX 25FJ.., x' l!! ;:'::.:- o,;. .,
~-7~-~-~--',",,*"4;;...---
/ INV 1 0.43 ~~~;:!: ...~::~ ~;,
/
r-sR
II'
I
O~
<(~
O(k:
0:::..
V
WN
t-~
<(
t-
(f)
I"')
..q-
15
150LF 480
1-12 12 @ 0.06%
TYPE J-3 MES-13
7+81.3 INV 17.00
DATE:
to
I")
r----------------------i
I ~ I
I I
1 '
I 1-28:
: TYPEC
I ~ I.~ TOP 25.5
" "INV 19.15
I
I
I
I
I
I
I
I ({1
(',;
, 'D
I ., "'~ 'v,
;1 :";00. L~.,
I...J I e'i'
t:,LL \,i,'" f
I() '-'.J <.f
b.J ':?
fY c.t' [0; .-
F .:'):::'n
tX} l'- :2 ;~:.
S~{~ f:~ ~
:r OJh-.. J ! '-..,
"70JLc"'J ,-
~ a:il Ii ~. '.f il:
''iJj.h'l''
i"~~2~~
,. ~I . 0 Z [1_
U) Lt: .Z:. (fl ~n) n
I
I ,
L___.J__
CONTRACTOR'/
I
DATE:
BY:
NOTES: J
'--/
1-11
16TYPE J-3
18+ 00.
3=
"
0:::8
OW
<(~
00
o:::Z
...J<
_CD
<(<(
0:::'-"
X
(f)
U
-.J
-.J
<(
3:
N
~
,.......
I")
NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED
co
I")
~
..q-
150LF 180
@ 0.30%
,"-.
;';', ~
<(~
........... 0
p::~ 1-3 ..q-
LOI-
N__ TYPE P-3
14+09.3
co
INV 21.Q
".
I--
U
<(
Ct:
I--
J
8S I -
I
I
/
SM 4
15+87,
....
2
3
4
5
()
6 c..
.,..,/--
<<;'
.....-..~---~
--~
~~
o 0
'<t- 0
" f'.,.' "
C\i C\i C\i
---
-..--
(~--.:.'-... "'~. .._--
.'__ ~._~_,~~_,c;...
- ~.~.
---------'"'7-
/
/
,/
"~I'
/
;/
\
\
\
.1r
('1
\
ro
N
<.0
o
+
,I r
Jf ,/
~(V
///
/'
0>
000>
o ~ f":
o"-~
~>~
...... NZ>
v, - Z
a... 3: -
~ ~Z Wo
27.51 26.7
-.27~63
.
27.51 .27.75
\
lb
\
.....
.....
I
,
I
I
I
o
a...
/
(;"-)
;/ ~)~
I
/
;'
/10
./ Z
<:( W
1-2 C>
wQ ~
OW(/)
0:::.> ..
CO t/) W C\J
I- 0::: 0::: ~
o !5; (/) g
-1 O~ en
U)W I-
W fr: <:(
-10 -1
- Q
C> '-"
(()(()
o~~
o~~
."- ..-
~
N>>
ZZ
a... - -
~ 0:> (/)
(/) ~:>
I........'
/
,/'
/'~
t")-./'
q f...
/.,~V
~
to
o
\
..-
T--
\
.,
1.. .(Q ,
T:. ~'< ~~ /'
/
I
I
I
STONE
INTERSECTION
GABLE CIR. & TURNOUT
I
, I
:x
-..........-.
STONE GABLE CIRCLE
SCALE: 1"= 50'H
1"=5'V
t t 1.. I. . I . : . I . :. . l .: '.;. I . i . . .: .:.;.:.
J I ' .... L . J . I 'j' I ' I ' I . , I , ' I , . , .
. , . I . ! U' I ' j !. I . 0>' ~ ...... f I Ii. . . . . . . . I . . . . . . .0. I . . . . . . . . . . . . . . . EXiStiNG. GRAOB:. . . . . . . . . 1 . . . '''T'"' . .. ...... ..:........ ;.,.......:. ....... .........:.........:. ... . i .. ... I .......
.. ..!.. ......!....,.... ..~:....l....:....:... :....:....:....1'....:.... ~.:....lI).<<:,..:.N. ,.,.,.:....~.~.:....l....:....l....:....i. . : ." . 1 . : . : . j o~~ . : . : . : . , . i .; :.:.
. . . . . . . . .
. I
1lF .180 . i
'0..24%' . I
. r . I . I. , I' , [OP 25.0 . .. . . . . . . : . . .. .. .Q.~.o% . . : . . . . 11.85lF. 360 .0,0:20%'1' . . . : . . . . . . . .20 .@.OJ.5%. ! . . . .: ... I . . . . : . . . . ! . . . . : . . . . I. . . . : . . . . ! . . . . : . . . . I . . .. ....;....:.... i . . . . . . . . . : . . . . :. .. .... ... :.. .....
. : : :: . : : : I: : : : : : : : : I : : : :: : : : : ! : : : : : : : :: ::::::::: I : : : : : : : :: ::::::::: ~~: ~NY: L ;19. :: ' :: ..13JLr:-' ... ... ...:........:-... ....:. ; ~ 0:: : .. .. : .. .. I.. .. : .. .. ! .. ..: ...!....:-... ~ . .. . : .. .. ! .. .. : .. ..I.. .. : .. .. i .. .. : .. ..j.. .. : .. .. !. . :.... i .. .. :. .,....:.. i... :...
. ,. . I . I . I . I ' I . 69UF 24D 8$ @ .. . ' .. .. .. . .. I .. .. .. I .. .. .. .. . I .. .. . .. .. I .. ... .., ........'.........,.........:......... i ... .....,.........:.........:........ : .... . .:.........
....:'..'I....:..../.....:....i",.:".'I'...:...:I....:.,.,+'....:....i....:.00120%:.... ....:... " '2.'10~i .......:1:' 221.FBS:@..'.......:l....:............'.... . ....:....i....:....1....:....!... :....1....:....1....:... l....:....~.... !...:...
~-~~~~~~t.~:-~~-~~~~~-~~~~-~ I ..~~-:~~-~~{-~~-~:~~:~~:~-:.:_:_. ',..:' :.~-~-~.: ~.:. :_:._.~--.f. ---~~-" :-~.:~-:_:-. :+~.~:_:.~-~.=-' --:,~_:_~~~~:- :_~___.:_~.:...__~.m_~._.~__' I ,_._._._~ , ---~'--r-_~---.-_n+H_--: -~ _..~--_--...+-mHO.:HH_._t-_..-_.-:-__.._H_f---.---.-:._---_.t..._.--n:m-----i.-.--...: -..... ,..i........-~....-...-t._.......~-..__...;.. ...m.. .........j .....n. -:.. -......
. . . . : . . . . I . . . . : . . . . I . . . . : . . . . Tl . . . . : . . . . I . . . . : . . . . I . . . . : . . .. ....:.... i . . . . : . . . . 1 . . TOP . 25 00 . . : . . . . I . . . . : . . . . , . . SroMp.32. 4' 141 '3' .. : .. . . ! .. . . : . . .. i . SM-:4 . .. ; ... :... I' 0; 49%' .! TDOMp.....e2.3. '7' I, .. .. : .. .. 1 . .. . : . .. . I, . . . . : . . . . i . . . . : . . . . ! . . . . : . . . . i . . . . : . . . . ;," . .. : .. .. 1 .. .. :.. j...:....!....:...:....: ..!........
.. .. : .. .. i .. .. : .. .. , .. .. .. . .. t .. .. .. . .. I . .. .. .. .. I .. .. .. ... .........;.........! . iN v' i 9' b....... I........... "'L . ....... I .. .. .. .. . " ' TOP' '23 319 . . . . . .. !....:.... :.. . " .. .. : .. .. ! . .. . :.. , .. . ....;....:....!....:....!....:....!....:.... I . .. . : .. .. i" .:....!....:....! ....... :..... ...
.. .. : . ... ....:.... i .. .. : .. .. ! .. .. :- .. . i .. .. : .. .. ! .. . -: .... ....:.... i .. .. :- .. . I . .. . : .. ,: ....:... i....:.... .. NE.&~SNVIN. \r,71.61 '8:1'11:-43p' 2' '4: 4' '2' . I 'N' IN'V'1'SjI83' . : . .. 11....:....1 E&NW' INVt 17~8~' . . . : . . . . : .. .1:..... ... ~ . .. . : .. .. ! .. .. : .. .. ! . .. . : .. .. i .. .. : .. .. ~ .. .. : .. .. i" :.... i . .. . : ... . .:...!.......
, . ~....,....l.........l.........l......... .........!.........I...,..,.. .,...... 1.,....,..1... . .VI.., ... .. .... ..!.S.fN'V.1573...... ........ I(UD'lNV.20.M........!......... ... . ...1.... ....:.........;.........1... ... I.........;.........;...... . .... .. .;.. .. .
.. .. : .... ....:'... I. . i . .' . I, . I' , r . 4--4-' t . t. 24..0.4__.-l..__.__...-i__.._.._~._. --.-..:--.--.. 1._._.._._~---._-u-t-----,-_:_--_.._~,---_.....:....--.. - ,__u__ ~_,..u.._:.........:_....w_i....___.~..._....._L..___..:___.._._,..1..__....:,........:____....:.....,...1..._.....:.".......1........,:......._- ..,...............;.......,.:.........
-.---~--- -----~....-...1-----..-'~.---- -..~--._.--_.l.--n..._'~.----...T.----_:.-.._- ---~-.-....- .-.......~....---- .----~- -._.-..--~---_. ,-, -:------ ---..-:--...-.1----....-:-.---- N -- IN'V 18 ~2' ! . I . j 8 ' . ! . I . I . i . i . ; . ! . ; . 1 '. . .. .. ! ... :...
TOP 244+7 . I' '5'" . . . . . . .. ......... SM......!.........,. '1' '12" I.... ....,....... .,......... I . . . . . . . . . . . . . . . . . . . , . . . . . .. . I ........ I . . . .. ... .
....:.... ....:.. ..1...':.... ....:.. ..I....:.... ....:.... ....:....!....:.... .1....:.... t:::::::: I :EP .~4'09r:::::::::!::::::::( I' :1~Y:~1:.Q) ,<.: :T'O'P'2~'63':'" I....:... 'I' TOP:23.4$....:.... i. . TOP' '24~B........!....:....1 ...:....!....:.... 1....:... !....:.... j ...:....!....:...., ..:.. j..... ...
. . , , : . . .. ..,.:.... I ' , , . : . . " ....:....!.. .:.." .,..:.... ....:....!..:::::::,::::::::: I. . . . : . . .. E 'IN:V ~20 b3' . : . . . . i . . . . : . , , . . . . . . : . . . . I . . . 'rIP' 23126' . : . .. I....:.... I NE&W .IN\A .1-5.51. . . . ! . . EP '23..10' . .: ...!....:....:....:... .1. . . . : . . . . : . . . .: ...:....:....: ....... i .. .'. .. j .......1 ....
...':'... .,..:.'..!I....:.... ....:....,1.. :.... ....:..., ....:....1... . I . I(UO.NV21i1) . i . I . 11....:....r....:... !....:....ISE.INV.l;J4l.:....I..N.~NV..1 63.:....1....:....!....:....:....:....;..... ...;....:....1.. .:....i....:...:. .:...! ..:....
. . . . . . . .. ......... ....:.... ....:.... ....:.... ....:.... ....:.........:.... ....:.... ....:..... '. .. , . . . . : . . . . I . . . . : . . .. ....:.... 'i . I . i. . , .. .' t . ! . t . I . 1 . ! . ; . : . :
.---.---4----- .- -------. ------,.- -- ------- ---- ,-------'-.---- ------.--, - ---.r--.------ -.--..... NJO..c- 1t.l'V 17' 95 I . I. .! .' i . i . I . I . i . : . ; . : . I .
.. .. : .... ....:.... I .. .. :- .., ....:.... ....:.... ....:.... ....:-... ....:.... I .. .. : .. .. I .. .. : .... .T'......02p: 2' 4 4 L,' . . . : . . . . i . . . . : . . , , Ii . . . . : . . .. .., '(i.JIDiN~N '2'0'.2)' ,. .. . . : . . . . I . . . . : . . . . I . . . . : .. . i . , (un 'INV' fO:9)' : . . . . I . . . . : . . . . i . . . . : . . . . ! . . . . : . . . . i . . . . : . . . . i . . . . : . .. 1 .. :....!....:. .. i . . . . :. .. i ...:....
. , . . : . . .. ....:.... ....,.... ."".... ......... ......... .,....". .......,. ......... I . . . . . . . ... ......!'..,...,.. I . . . . . . , ., ......... .....,...!........ ... . . . . . . : . . . . . . . . . I . . . . : . . . . I . . . . : . . .. ....:.. " ........ I . . . . : . . . . : . . . . : . . . . : . . . . : . . . . ! . . . . : . . . . I . .:.... I . . . . : . . . . ! . . . . : . . . . ! . . . . . . . .
. . . . . . . .. ....:.... ....:,... ".,:,... ....:,... ....:.... .......,. ....:... .1. . . . : . . . . I . . . . : . . .. EP, 24.09q' .. .. : . .. . I .. .. : .. . +1 . . . . : . . .. ... ~~.4 I : 'I" .. :- .. . j . .. . :- .~. ,~ '_ . . . : . . . . I . . . . : . . . . I . . . . : . . . . I . . . . : . . . . i . . . . : . . . . i . . . . : . . . . i . . . . : . . . . ~ . . . . : . . . . ! . . . . : . . . . I . . . . .. .. i . . . . . .. . I . .. .. .
. I' . .. ., I . I WINV2 56' . " TO>P2-t63 .. .........i......... .........1.1.-:11..... .........1.........,.........:...................1...... .1........;....... :.... ...1. ...
. . . . , . . ,. .......,. .....,." ...,..... ......... ......... .,....." ..,... T' ,. ......... I . . . . . . . . . I" .... . . . . .. ......... ......... .." . .~.. ..... . i . . . i roo' 2.4 2f.z . , . : . : . : . ; . i . ; .: :
. j~-_..:.._, , - . -. ------~ ~--+----~.---1 N&S INVrl~)ss-'- --~- ---~- EP . l_~__-t----:-- --:-.----+IEpr23Af'8,f-..---~.--_u+-_._-~.--u--t-_..._.-~-...-.--t.._...-..~-._..u.t, U_-'H~.--U_._+-_.._..-~.._-,...i"----.._-~.-----..r.-..._.....~..,...._.l._.--,.~...u.".;.........~...u.,....
. . . .. ., I . (UD 'INY 2 l' . I' E' INV 9 01'. . '1" .. . .. .. I .. .. .. ... .......... . . ~ .. .. .. .. . I .. . .... .:...... .. i .. .. . .. .. : .. .. .. . .. I . .. .... .:.... .. I . .. . .. .. . I ... ... .. .. .. ..
. . . . . . . . . . . . .. ......... ......... ......... .......... ..... . . . . . .. ......... ......... ... .. .. '. .. " I, I ! + , I I . t
' .. . : . ... ....:.... ...':.... ....:.... ..... ., I . I' . . j' (UID INV 202)" . . ., ....:,... i . . . . : . . . . I . . . . : . . . . I .S,E&:SW. Jr,.Jv. .17~67. . i . . . . : . . . . I . . . . : . . . . ! . . . . . . . . . ! . . . . : . . . . i . . . . :. ..:.. . ! . . . . . . . . . i. ..:.. .. .:..
,......,. .........l..'.'..., .......,. .,....... ,........ ,...,.... ....:'... ....:....:....:..., ..,.:.... ....:'.,. ..'.:....,....:.... ... . .' .: . i . I . I ( ) rl)' ! .: i.!.;. i . i . ,. .
. . I I .... .. . I .. , .. .. .. I . .. .. .... ........ 'I..un NV.2\.f.9 ....... I . . . . . . . . . I . . . . . . . . . . . . . . . . . . . , . . . . . . . . . 1 . . . . . . . . . ! . . . . , . . . . . . . . . I . . . . . . . . . . . . . . . .
::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: I::::::::: I::::::::: I::::::::: :::::::::!::::::::: ::::::::: 1::..:-.. .1... -:.. ..I'" -:.... ....:.... ....:.. ..I....:....!....:.... i....:.. ..I....:-...!....:... .I....:....!....:....!... .!.........
12+00 13+00 14+00 15+00
25
. . . . . . . . .
i
. , .
.
i
20
15
10+00
11 + 00
16+00
17+00
19+00
18+00
:I:
1/).
~()
z~
U -
~I/)
.~
~~
ClU
-10
~I/)
zl/)
o~
Cl
~ ~ ~
-I -I -l
ltl:: ltl:: ltl::
-I
o
g:
z
o
u
->
lLJ
D:::
It) v I")
. en ro
00:::<.0
o~
Z>-I
w~
.. > ~
(f)o:::...........
w:::>r--
l-en~
--
<{
o
o
(f)
(f)
<{
:I:
en
~
z
-
o
:E
~
<{
o
0:::
o
..J
enlL.
o:::~
Wo:::
z<:
zo...
<(0:::
..J~
Q...z
~
F
0::
o
Z
w
::>
z
w
>
<
Cen
...Jo:::
<~~
Zz ~
o '-' 0
c~~
I
I
-
<(
o
0::
o
--I
LL
W..
....,Jcn
CD"
<(z
(!)g:
(f)
Wo::
Z~
~~
(f);=
LL
o
>-
I-
U
C).....
zo... ~
-a... W
3:P'l w
<(e I
0::10 en
00)
~
-l
ltl::
~ ~
-I :I:
ltl:: ()
I/)
lLJ
0-
o
-I
I/)
ell
'0
I")
g
~
~
z
~
:J
<( I/)
D::: lLJ
~ ~
~ z
ell Iii
z >
<( lLJ
I/) cr
~. ell
D:::
g 0.:
I/) 0.:
ci z
Z I.L.. ::;(
o 0 D:::
0- cr 0
~ ~ >
cr d ~
~
z
z z
<( 0
I/) F=
ell a..
I/) it:
lLJ ~
D::: I.LJ I
i2 Cl
u
::>
g:
I/)
vi
lLJ
0-
n:
,...
en
I
(:;j
I
It)
,...
cr ~
.... ~
I 0
It)
N
o
- z
~
~ to
::> 0
z LO
~ Ol
Ol
OC>
r--
N
to
>
LO
II
~
~ .-
<(
() J:
I/) 0
LO
II
I:
o
o
C>
r--
Ol
I
~
.....
~ I
al to
Cl
w
~
~ ~
o ~
I !
~ .....
al I
to
Cl
w
z
~
V>
I.LJ
Cl
8
<(
Cl
~ r--
(f) Ol
o I
~
.....
I
~ to
al
i
<(
Q::
Cl
8
<(
Cl
o
L{)
+
0Cl
...-
W
...J
G:
o
0::
a..
~
z
<(
...J
a..
o
J-
(J')
.
N
00
+
(J')
<(
J-
(/)
.
a::
-
u
W
..J
aJ
<(
(j
w
z
C
l-
v:
~
...
l
(
CJ:
-->
o
"
-0
P:>
r
_ 8R ~=tl
0......
:c ai .&
>"'"
::o::Ou
^
~ ~I
J
I
I
I
I
I
I
I
I
I
\
\
x \
~ \.,
~ ,
~
30
25
20
15
0:::
La.J
~
o
o
o
~..
Dg
Jz
<C
()
o
...J
o
o
wI-
..F;i~
I-I=I-<C
() 1-0
~~~o
6wm_
&: Vj-~ ~
tEo 0
.....
~
MATCH LINE
1
46
1 1
45
....
I
<(
~
en
~
z
<
ex:
o
15
17
41
(j)
, ,
! ;
Ii
II
I I!
il"'>l
)':
! I
i ! !.
11 II
Ill!
, I I'
I i'l
I ! i
i 1!1
! ! "
, ii'
"
II
I,
Ii
, Ii
'I'
Iii
I !I
! I
Ii'
"
II
I II
ill
, Iii
~M !!
; II
.1
I I i!
!iI
I II.'
I,
1 i'
I il,
1 d\
i I j \
j ! I \
,I '
t H ~:2
i II ~
1 ji CO
! "
. ! iI R>
32
~
)>
r
r
42
VI
VI
+(".I(J)
0(".1:7'
o + ~ 31
(".II\,)
(".I
29
28
22+00
-----~--
6UD
o 1.67"
~~ 20.76 30
1-6
TYPE P-4
23+39.:L_____
2R
o
18
19
20
1-7
TYPE P-4
22+89.7
21
23
----
24
25
26
= ~ .i- 50
~
\
"
il
(
,
1\
i
N
I PI 13+57.09
I =30+00.00
I
\
II 0J
1\
I:
II
STONE GABLE CIRCLE
ARMITAGE COURT
I
, , . . . . . . 'j. . . . . . . . .
. .
'''.:'---t.'. .,..:....
--- ---
. .
18+00
19+00
20+00
21 +00
22+00
23+00
I'
II
19-
li"'-
11 "
I J ~'1
! I i
,I__mo.,.,
ll~~ !S'~~
j 1::-7~~
, I Z .-." n"~'
, , <. ....~ r:s:.
II ""1 '"'1 II c_
f r~ r-.' ~...) :.'a-,
f j 'Il Ii u;."\ ,l>
iI2~~0
! \5!!/'::: ;~l
llq2~
/!7JAJ
1 j (::, r,
11-0 :6
I:~j
Ii
j!
i!
I
RECORD DRAWING CERTIFICATION FOR PHASE
CONlRACTOR HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN
MOOIFlED TO SHOW ALL CHANGES TO THE ORIGINAL CONSlRUCTlON
DRAWINGS AND ACCURATELY REPRESENTS THE FINISHED CONSlRUCTlON
BASED ON INFORMATION FURNISHED TO DONALD W. MciNTOSH
ASSOCIA TES. INC, ON
CONTRACTOR:
I
I
I
BY:
NOTES:
DATE:
~
~
......
f'r) ............ 25.71
\\0
25.09 0 -.;J-
~~+ 24.83
24.9 30' -'\ \ a
-.;J-
I-fo.
I
I
I
4.71
,
/:
r I
. I
Ii
~~!
c~j
nOii
~I
I
I
I INTERSECTION
STONE GABLE CIR,(WEST)
\
ARMITAGE COURT
0J
(J1
0J
~
N
to
N CD -; I I
N'
.~
o v IN
I") I~
t a. -,
I <=>.
! ~ ;e W""
! ID 0 +
0": N<O a. ""
~o 8~J. ~N
v
I"
a..ai
wOO N
,,0..+
I>-N
_I--N
33
~
I")
~f'-
00...-)
+N
N+N
N"<tN
I")
0... II
SM 2
33+ 33
33+00
o
N
(J')
0J
OJ
0J
CD
~
40
~
~
N
~
STONE GABLE CIRCLE
RECORD DRAWING CERTIFICATION FOR PHASE
THIS "RECORD DRAWING" IS BASED ON INFORMATION RECEIVED FROM THE
CONlRACTOR ON AS TO LOCATION AND DETAILS OF
THE FACILITIES ACTUALLY CONSlRUCTED. THE ENGINEER HAS NOT PROVIDED
DETAILED OR CONTINUOUS OBSERVATION OF ON-SITE CONSlRUCTlON NOR MADE
MEASUREMENTS, BUT HAS MADE PERIOOIC VISUAL OBSERVATIONS AND HAS
OBSERVED THAT THE READILY VISIBLE FACILITIES HAVE BEEN REASONABLY
INSTALLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE
RESPONSIBILITY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERTlFICA TlON.
DONALD W. MciNTOSH ASSOCIATES, INC.
BY: DATE:
NOTES:
NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED
24.42
24.31
.0
q-\'-
I.C)
~ 24.31
24.11 \
-lD\
1'0
~. 24.42
24.42 \~
C'l
INTERSECTION
STONE GABLE CIR.(EAST)
\\\\ J
\\\\ /f
; \ i
\ j! I
\ 1\ /
I \ \ I I
\ \ II I
\ \ I!!
\ \ 111/
i 1111
I, Ii"
I III \
' II \
I III \
I I'! i \
j I'! \
I . I!
~ I ~
I il
/
DM-9 44
TYPE J-8
20+28.5; 3.8'RT
co 2~
,INV 20.49 21+00 ~ug.10"
........ -- --
SCALE: 1"= 50'H
1"=5'V
34+ 00
30
25
20
15
::r:
Vl.
~()
z~
U .
~Vl
.~
~<(
aU
..JO
c(Vl
ZVl
0<(
a
w~
'en
Q.c:n
~-
-CD
~~ i Co'
\\\ ~ ~
\~c:[
~ S2 ~
o
~ ~ ~ ~ ~ ~
..J ..J ..J ..J..J ::r:
~~~ ~~ ()
~
~
~
Vl
ci
::>
~
>--
a:::
<(
~
z
<(
Vl
~
i5
~
~
l.&..
o
a:::
<(
~
()
5
F
Q.
12
b ()
I') Vl f3 (/)
a > 0 Z
o Z 0
<(
~ Z (/)
<( >
Vl Vl La.J
-> ~ ~ a::
ci c(
~ Z z
....= :;(
I:!:! Vl ~
W
..J
W
a
~
a:::
~ Vl
Vl ~
..... <(
I Z
<(
~ ....=
Vl Vl
> >
w w
a::: a:::
-> ->
w w
a::: a::
r-- r--
01 01 r--
I I 01
1'):: I
I I <0
r-- <0 J,
r--
01 r-- w
I 01 F-
e;:; I <(
I ..... 0
It) J,
It) v
I') N
d
z
. (/) 00
Ua::l.D
Z 0 ~
>-.J-
W"<t
.. > l.O
(f)o::::........
W::)f'-
r- (/) ~
...........
<{
U
o
(f)
(f)
<{
a:::
w
lD I")
~ 0
:::>
z LO
lD 0>
o
...,
>
in
II
~ :
<(
() I
Vl 0
It)
II
J:
(/)
~
z
'0
::E
~
0>
00
f'-
N
I")
<C
o
a::
o
~
(/)lJ...
a::~
Wo:::
z<C
zo...
<(0:::
-.J~
CLz
~
o f'-
o 0'>
<.:) I
"<t
~ I
lD I")
o
W
~
frl ~
o ~
..-
iE
a::
o
z
w
::::>
z
La.J
o (/) ~
...Jo::::
<~~
Z Z 0...
o C) 0
O~~
i !
..-
~ I
lD I")
a
w
z
~ ~
w <(
a a
-
II
.
?; f'-
(/) 0>
o I
"<t
.....
I
~ I")
lD
! ~
a::: <(
a 0
f'
NI"")~
~ . .
. 00 t")
f'I"")N
00++
+1O~
NNI"")
NOO
01-1-
.. I- 0
~~~~~~
CD~lL..+~8
<(~9CX)++
a..u..~NO
'-'(f)Q..<:NI"")
W~c:d~~~
Z~Zci(/)(/)
OZ<(- ·
I--..,JUI-Qf
(f)~Q..WO::U
-.J::>
LL mOW
o <:uffi
"w<(
r w""
!::: z<(w
U O!::z
I-::Eo
(/)0::1-
<((/)
<(
o
-
~
o
--.J
LL
C)N
za..
-0...
~I')
4:0
....
Q:LO
(0)
~
~
La..
o
~
W
W
I
(I)
"
::I:
Vl.
~U
z~
"0 -
~Vl
.~
~<
aU
~o
<Vl
zVl
0<
a
~~
'CD
~
8
<
a
r-REMOVE EXIST
TYPE F CURB & GUTTER
~PROPOSED STONE GABLE
ENTRANCE ROAD
NOTES:
STATE ROAD 434 PLAN TAKEN FROM PROJECT
NUMBER 77070-3516.
POSTED SPEED LIMIT 45MPH; DESIGN SPEED
45MPH.
~ 1.
. 2.
$i
.11
,
......
4/1
I
R/W
o 0 :;: :;::;: '::i.
o 0 -.J -.J -.J ::I:
<..? <..? ~ ~ ~ u
Z
o
F
z (,)
o W
I- (/)
(,) 0
W W
(/) (/)
e} z 5 z
I-OZWo
zl=O a:::~
<( r- ll.
>- (,) r- <5 0::
a::: - <( u
I- l.L. I- Z Vl
Z (,) (/) ll. w (/)
WWI- Ck::az
a 0..01- 0
<( I- (/) (f) (/)
l: (,) 0
-.J ~ ~ .:d.:d >
- 0 <( W
~ a::: a::: W I- a:::
W a.. <..? > H:!
o CD W VI
o ::> W Z
o W (f) -.J
W (/) (f) 0
0500W
OWOOO
<( a::: <( <( ~
f"oo. f"oo. f"oo. f"oo.
OlOlOlf"oo.Ol
..............................Ol..........~
Olf"oo.<O..........<O<
or-~.-y- No
..................................................
<0 <0 10 10 t")
R!W
124' R/W
34'
PROPOSED PAVEMENT
<t
26'
EXIST PAVEMENT
38'
EXIST PAVEMENT
EXISTING
GRAD~ L
!:i' 3' 2'
SIDEWALK SOD
If 2%
r
2% 4% 2% 2%
~-"T:::I:::-- - - - ~ ~ - - - --~~~~ .. --------
[] _ _ _ _ _ _ - _C- I 1
lTYPE F CURB - -OPTIONAL BAS~ GROUP 9 WITH TYP~ ~STRUCTURA-;:- - -
& GUTTER COURSE (3") AND FRICTION COURSE FC-1 OR FC-4 (1") LATEX
EXIST CONCRETE SIDEWALK
- FOOT ST A 509+ 35
~ STONE GABLE ENTRANCE
--
~ ~
~REMOVE EXISTING
CONCRETE SIDEWALK
I
~
63.3'
13.3'1
I
-
'"
CONSTRUCT 2' 6'R/ 75'R
PAVED SHOULDER I ~ ~~
CONSTRUCT C&G ~ O~ '-CONSTRUCT 2'
TYPE "E" "Y/ 9':;q'R PAVED SHOULDER
,1 ,I. , , CONSTRUCT C&G
]15;f 6 R ~50 R TYPE "E"
-----
'-6'R - - - --
I. 69.7' ..I
12" MIN. LBR 40 J
~
SECTION A-A
NTS
.- d
z
10 '<:t t") N
r-CONVERT TO MANHOLE
TYPE 7
TOP 29.8
CONNECT 18" RCP
\ E INV 23.87
\ - -'
. (/) IX)
00::<0
zo~
_>-1
W~
.. > to
Ulo::,-.."
w::>f"oo.
~(/)~
'-""
<{ (])
o ~
o ~
Ul <(
Ul ~
<{ g
(/)l.L.
~a::~
~ W a:::
(J) 2 <(
O 2 ll.
L.:..-. <( a:::
r- ......J l=!
Zo..z
- :;:
o
~
DETAIL "A"
a:::
w
lD t")
~ 0
::) ..--
Z 10
lD (])
o
...,
1"=30'
rREMOVE EXIST CURB & PAVEMENT/SHOULDER
BACKFILL AND SOD
- -
- -
PROJECT ENTRY
FOOT STA 509+35
- -
- -
RAILROAD
;[CONSTRUCT 2' (ABANDONED)
_ .~ PAVED S_HOU_LDER PROP PA_VEM_ENT\ =- A __ _ _ _
+C~B & GUTTER _ .... \ ".- - -
.0= - - - = - - = !1'~/~ - - .//;'P ,,,SEE DETAIL "A"~ ~?i:~:~fJ~~\l;~~:~~;g: ~g~~~."~~~~6R~~6utDER S T .......~ T E = ~ 0 A D _ 4 3 4 _ ~
~ --;;-~' ~ONSTRUZ~=8. ~~OU~DE~ 7- ~~<i:~ ~~ ~... -~.-+ - - ~CONSTRUCT8-;-SHOULDER (124 ~Q~J:E OF SHOULDER 0 ~~~~i~!th\t~: ~g~l
'0-_- _ _ _ _ _ ~_ ----;7'....., ... =- ~ ~ ---"<_ . - L- - - - - ;;;;;;;r-
~ _ - A'" \\"');;"- - = ~~f - - - - STORtiMANHOLE - ~= ~EDGE OF PAVEMENT I/STORM INLET= =
a(() \ <.0 RIM EL=29.69 RIM EL=27.64
'" '" E. INV EL=16.07PO' RCP\ CURB & GUTTER BOTTOM OF STRUCTURE EL~16.54
_ _ W. INV EL=15.55 30" RCP .'-- S. INV EL=22.87(12" HOLE)
~ ~ ~ _ - '"- ==OFF=' -
- -
c s X
~ 5S
~ II
Vl
.-
o f"oo.
[5 ~
IX)
>= '-
lD N
a
w
~
~ ~
o ~
- -
----
--------
~EDGE OF PAVEMENT
===========-=====
- - - - - - - - -a";~EDGE OF SHOULDER -
N h.
~.I. .~
_ __ l ,. f'
:r:
I-
et:
o
Z
~ ~
Z
W
o (/) >
...J 0:: <(
<C W ~
Wa:::
Z2 ~
o C> 0
02 ~
WN
--- -~-r-
j: f"oo.
I- ~
f"oo.
>= "'
lD N
a
w
Z
~ ~
w <
a a
OJ
"-
(TYPE C) ~STORM MANHOLE
RIM EL=29,87
W. INV EL=16.37(36" RCP)
BOTTOM OF STRUCTURE EL=15.87
"
"-CONSTRUCT INLET
TOP 27.40
INV 24.00
CONSTRUCT
64LF 18" RCP @ 0.2%
'\.
=F=
IT
K LSTORM INLET
RIM EL=28.98
N. INV EL=21.96(18" RCP
\ BOTTOM OF STRUCTURE 2L=16.26
SEE INSET
\
/ ,
STOR~ANHOLE ~ \: I
RIM EL=28.79 "\
BOTTOM OF STRUCTURE EL=12.54 \..
ADJUST TOP '-....
\:
- -
- -
1:850' TO NEXT MEDIAN OPENING (FULL)
1: 2200' TO SR 419
-
-
13 I- '"
~ ~
'"
"'
>= N
lD
- i 8
<
a::: <
a a
:l:1220' TO WINDING HOLLOW BL ~D_
-
-
\
\
4"PVC SLEEVE
EXTEND 5' BEYOND
BACK OF CURB
@ 3' OF COVER
-
PUD
GABLE
r
STONE
-
I
~
Ft
~
tI1
~
\,CURB CUT RAMP~
\ ..--, REMOVE 84LF OF C&G
--........~ ~ ~
'-'- 30'R-
~ /T ~ STOP & NO LEFT TURN SIGNS
~O'R.../"'\ 12' 12' , '" / R1-1,R3-2
_ / STOP
/,. BAR
50 LF ~ ' i ./ TURN ARROW
6" DOUBLE............. -- V
'-- --
YELLOW I N SET
1"=30'
Ft
<(
o
-
0::
00
::>~
a....
(J)
W"
....J~
(DO::
<C~
"0::
W
W......
Z~
03=
I-u...
enO
>-
......
-
()
PLAN
.
0::
.
(/)
o
I--
o
wZ
(/)0
0-
0..1--
O~
o::z
o..z
o
()
r
<C
3=
~
-
0::
o
(PROPOSED 2' SHOULDER r-EXIST 6" WHITE SKIP
,c-C~B & GUTTER _ _ 7r' - - A - ~i\ -
__ f j,Q: _-------L--------f-----~----- C_TA-T-~-_R-r\-A-f\ - A ""Z-4- -------
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~. ., --0 r- -I' c: t;;;;7 tT ----c..r- V
...--EDGE OF PAVEMENT
__ __ __---------~---=-,j .r ~ .r ~--(T24'~\-------------
---------t -------- c / /'". L------=+----18-wRTT~- · · .J 0
__ _ _ _ _>-_ ~ L- ---10' OL-. -F
__---------------------~-------i-r--~--~'------------------------~~::~::R~------
" ~ /
\\ ((
r 6" SOLID WHITE
I - -
- -
- -
J'll
- -
- -
zO=
OW
FF!:
uo
~o
z .
00
cu~..
::> t") 0 ~
a..'<:t 0
t") a Z
W ..J
-.J a::: .c(
m(/)U
<( 0
a..-.J
wOO
Z et: ..
a.. 0
o "I-
I-W
(J)~ "
~F~~
(,) 1-<(
~I-t:o
OlLl~O
wm_
et:J::)0
a..(.()(/)>
../
(
......
,
SIDEWALK
C)~ ~
z~ ~ ~
-I- W
~o W LL
<(0 I 0
~a (I)
Oii) <<Xl
m
- -
- -
- -
- -
SEE INSET
STRIPING PLAN (PER INDEX 17346)
""
---
,f,
.:f'
(,
"
.~
.~~
;>
.
"$I
~.
',.~~.
..~
"
"'~/t
.~
\' ~_i'
,~:; 'P _;
~ j
-t.
~
I
v~~
. :-t
J
)(
',-j
;'~
'i
4>.
i
It:
~
I.i.l
j;
o
o
o
-i..
o~
.0
...JZ
<
U
o
...J
o
o
WI-
. ~...JW
.. <I-
I-FI-<C
o 1-0
WI--
.., I.IJ,~ 0
o~cn_
~ ::>0
Q. (f) >
~
~
P 'L
,
I LANDSCAPE/
I - DRAINAGE
EASEMENT
Wf.
PROPOSED WALL
PER LANDSCAPE ~
ARCHITECT
EXISTING I (c
GROUND ~ _
r
SPOT EL
SHOWN
15'
PROPOSED
GROUND
r
-
?X
I
-
t>( ."
~ C>;..
-
-
-
-
:...-----
~
SECTION
A-A
SECTION
NTS
NTS
~
I
~
~
I
I
..I
LOTS
-
TRACT C
soo
SEED & MULCH
- -
- ~
-
10'
BERM
-
TOP EL 24.0
(Min) I t,..."/
~TM EL17.0
DHW EL 23.0
~
o
o
o
~ 6 UD
(TYP)
SMA-1
POND SECTION
NTS
R/W
-
50'
~
25'
I -
I
4'
8'
2'
10'
10'
1'_
S'WALK
I-
1/4" / 1"
SOD
...
VARIES @ ENTRANCE- STA 9+82.69 TO 11+82.09
MI AMI
CURB & GUTTER
12"1
3/4" / 1"
..
--
U
Ii:':<~,~,;~
V-PROFILE GRADE
1/4N / 1"
~
4
~.~.~;~.:::.: :'!~J
---
I
I 1
r
I
I
I
1.5%
I
I
I
B-B
15' I
TRACT 0 '
LANDSCAPE
1/
~~~~~O' SPOT EL SHOWN
~ I ELEV VARIES 28.9 TO 27.5
S., LOTS 29 & 30
~~,{.f'
I J .0'
N
R/W
S.R. 434
BACK OF
SIDEWALK
ELEV VARIES 30.1 TO 28.1
PER DESIGN PLANS
FOR SR 434
PROPOSED WALL
PER LANDSCAPE
ARCHITECT
I
I
6'MIN
2.0"
-----
-
-c = ~ (MIN)
~
"""-
-
I
I
I
SECTION
-
-
-+-
I
C-C
NTS
F P & L EASEMENT
SOD
10'
BERM
25'
2'
~
,12"
I
1" MIN. ASPHALTIC CONCRETE SURF ACE COURSE (TYPE S-III)
6" MIN. SOIL CEMENT, 98% COMPACTION DENSITY
8" MIN.STABILlZED SUBGRADE, 95% MAX. DENSITY, 75 FBV
NOTE: BASE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 300 PSI (FIELD BREAK) AT THE END OF SEVEN DAYS.
TYPICAL INTERIOR ROAD SECTION
NTS
I' 10" T I'-~ 'I
_ t:*,~}- I"
I~..i''l::: ~ ~/ 7"2 Std.
~ -I'" 6" M. *
~ In.
I. 2/ - a" .1
MAXIMUM HORIZONTAL PIPE
SPACING 8.0 FEET (TYP)
Note: To be paid for as parent curb.
DROP CURB
FOOT INDEX 300
. . : .'
. . ,.. .
POND BOTT~~..J.,
CONTRACTOR TO
OVER-EXCAVA TE
POND TO LAY PIPE
AND BACKFILL WITH
ONSITE SOILS USING
THE UPPER STRATA
LIGHT SANDS.
':.:t
N
. . . ..
. 0"..
',; .
"II
..J, "II
--- ..
SPOT EL
SHOWN
PROPOSED
GROUND \
SECTION
NTS
25
110' FLORIDA POWER & LIGHT EASEMENT
-
20
--
-
-
~
~
STABILIZED BERM/ACCESS
6" THICK; FBV 75 (TYP)
-
--- - - - ----
---
15
10
5
R,(W
-
---
3/16" FIBERGLASS PLATE SKIMMER FASTENED
TO STRUCTURE WITH CHANNEL MOUNTS.
8'
SOD
I
4' I
S'WALK
NOTES: SIDEWALK ADJACENT TO LOTS TO BE
CONSTRUCTED BY THE HOME BUILDERS.
SIDEWALK ADJACENT TO TRACT" A" (COMMERCIAL
SITE) AND TRACT "B" (SIGN & LANDSCAPE EASEMENT)
TO BE CONSTRUCTED BY SITE CONTRACTOR.
SEE SHEET 4 FOR LOCATION OF CURB RAMPS
SIDEWALKS SHALL NOT EXCEED 20' PER SECTION.
SIDEWALKS SHALL BE CONSTRUCTED OF A
MINIMUM 2500 POUND "c" CONCRETE WITH A
MINIMUM THICKNESS OF 4" EXCEPT AT DRIVEWAY
APPROACHES, WHERE SUCH SIDEWALK SHALL ~E
AT LEAST 6" THICK. SIDEWALK SHALL HAVE 1 DEEP
CONTRACTION JOINT EVERY 4' AND AN EXPANSION
JOINT EVERY 20'.
1:-
----'~
I
I -
I f-
I
I
e_
\ ,
I /
<D
I
':.t
3'-0"
:
act-
-0
>><...J
~(f)
N
PLAN
~
UNDERDRAIN
CENT~RLlNE
I
W i ~/
it
24"
12"
ASPHALTIC
CONCRETE ~
X:: : SOil"
11;....~1 ""'CLEAN FINE SAND 8ACKFlll eASE
: . ,', ,"', (LESS THAN 5% PASSING u.S.
200 SIEVE)
"
/~/
...J'r"" ..
(f)" ,.
N
x'r""
<
::I:
: "
. ":,, . "
~" .' .
w : .Y......::.. BACKFILL WITH
8 .::: :',:'>~---INOIGENOUS SOIL
REFERENCE FOOT INDEX 304
FOR TACTILE SURFACE
4' SIDEWALK
I.L. .., .... .
o
.' '.-
,. ......" "M
" .' "
" " .,
. ",
. . . .'
. ,...
I
I
.,.
"':0"','"
.. "
. .
36"
#57 STONE
#57 STONE SHALL BE ENTIRELY
WRAPPED WITH MIRAFI 140N OR
APPROVED EQUAL
.',
"' ,,' . .
.',6"': .
3' DROP 3'
TRANS CURB TRANS
\..- 2' ~IA~I
CURB
-6;'_'~' '6'~
~
I -- -- 6" FU LL Y PERFORATED
~18"- A.D.S. PIPE W/FILTER SOCK
.":, f{':
A " . INVERT EL.
, . .:. .6" :,:.: .:'~ ~ 6" DIA. FULLY PERf'ORA TED
',~ ' . .. .'1 A.D.S. PIPE WITH f'ABIRIC SOCK
PLAN
CURB CUT RAMP
NTS
TYPICAL CROSS-SECTION
POND UNDERDRAIN
NTS
I.
TYPICAL CROSS-SECTION
ROADWAY UNDERDRAIIN
--.;"..,1
--
N T$/ --
/
~/'
/'--
r/
I
MODIFIED TYPE E INLET
~
I
__ 1-- _
I 24 D
\
I-
I
~
6" UD EACH SIDE
\
E It
10'
EXISTING RETENTION POND
:.a..
EXISTING GROUND
5:1
MAX
I
I
I
D-D
~
"""'
___ - -r
:---
SECTION
NTS
E-E
25
20
. r
,
. 1
I 21"
I . · I
. 'ooTr--l
...: ..lL _ _ J
~
-
~ ~
( \
~ 'J
--- ::/
h
r
SECTION
CS - 1
NTS
2'
t
i :=:'~ i 1....:-1 (=.::;1 '.~;:J
.'..., ! !~-:.rn ., J-
l'
i t ~-'-1 j-'~
.,
3"-
SEE COVER DETAIL
@ RIGHT
J
[
DEPTH OF U.D.
VARIES (SEE
PLAN VIEWS
FOR INVERTS)
6" PVC
.~/
"
()
(
,..,.J
NTS
RECORD DRAWING CERTIFICATION FOR PHASE
CONTRACTOR HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN
MODIFIED TO SHOW ALL CHANGES TO THE ORIGINAL CONSTRUCTION
ORA WINGS AND ACCURA TEL Y REPRESENTS THE FINISHED CONSTRUCTION
BASED ON INFORMATION FURNISHED TO DONALD W. MciNTOSH
ASSOCIA TES, INC. ON
RECORD DRAWING CERTIFICATION FOR PHASE
THIS "RECORD DRAWING" IS BASED ON INFORMATION RECEIVED FROM THE
CONTRACTOR ON AS TO LOCATION AND DETAILS OF
THE FACILITIES ACTUALLY CONSTRUCTED. THE ENGINEER HAS NOT PROVIDED
DETAILED OR CONTINUOUS OBSERVATION OF ON-SITE CONSTRUCTION NOR MADE
MEASUREMENTS, BUT HAS MADE PERIODIC VISUAL OBSERVATIONS AND HAS
OBSERVED THAT THE READILY VISIBLE FACILITIES HAVE BEEN REASONABLY
INSTALLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE
RESPONSIBILITY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERTIFICATION.
DONALD W, MciNTOSH ASSOCIATES, INC,
BY: DATE:
NOTES:
CONTRACTOR:
BY:
NOTES:
DATE:
NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED
t"'-
~ "'- .,"'-"':
I "'- t1~jli;
.~ / ;fr~
"'- ~II~ ~
(_~ L.
~t
;fr ~ "'"
~ I~l.le- ~ f/ "'" t'
~~ ~I ~
$~ ""''; r; t;
~ tf ~j
~ q,~"
,
-.......
-....... J't
-....... ;fr ~
-....... II
~
-~
jI,(c, ~
~(j
I~ rf...~ "'" :-.....
~ ~ "I "'" t
~ ~I e,'
~ $~ ""''; ~
~~ q,!.,
,
LOT GRADING TYPE A
ALL DRAINAGE TO STREET
LOT GRADING TYPE B
DRAINAGE BOTH TO STREET '" TO REAR LOT UNE
LOT GRADING TYPES
NTS
TRACT C
_~ EXISTING GRADE_
PROPOSED GRADE
25
20
--
J.I 1.1 1.1 1.1
----
15
--
SEASONAL HIGH GROUNDWATER TABLE
ARTlFICIALL Y DRAWNDOWN BY UNDERDRAINS
10
5
-........
GRATE EL 23.0
-I .
I
I .
I
I .
SMA-1
=- 21 "x18"
.. ~: SLOT
=-
'---
~
-
SLOT EL 20.0
. ~ SKIM. BTM
EL 19.5
POND BTM
17.0
-------
0- /-9 "<TYP)
~ 6" UD-INV EL 13.3
(TYP EACH SIDE)
6" UD
-I- - - -
24 D
I N V EL 11.5
--
-,
r
I
SECTION
8" PVC
". ~J' f--
... . .'
/ J~
\
~
--
~ -
-\'~"..'4
-~ \
/
;-- 2" GAP
r
6"TEE
'-- 2" OVERLAP
)
()
COVER
DET AIL
NTS
I
Vl.
~u
z~
"0 .
;:EVl
.~
~<(
aU
...JO
<(Vl
zVl
0<(
a
~ ~) ~
~I~ ~
~
~ ~i m
~...J
\fu
lr
:;z
CD
C'
CoD
~
~
<(
a
"
~
I
U
w
o I
o w
~
vi t-=
u u
w w
> D. (/)
~ (J)
o vi
I <( U
(/) 0 W
U a:: 3; z
'"" ~ (/) 0
(/) (/) ~
w ll.
~ ~~ga::
i ~c:i<(~(f)
~ ~::i~~z
~-:-OOI- 0
~ ~ ~ ~ (f)
~~a.Ull<:: >
V\ '"" I...J W
"'~oU~ ~
~"::Jai~
~~~tbiii
......s "') 0 t-= ...J
a. U ~
"~(;j~Wo
~ .... a::
.^ ~ (;j 0
-~ a:: U
" t'... ,....
~O\'r,....
~ ~ N 'r
r!.. -.i J, J,
~t<)N~
. (/) OJ
O~~
ZOv
_>-1
W~
.. > 1O
(f)~...--.
W ::J "
~(/)~
'-'"
<( O'l
OJ
o ~
o r<')
(f) <{
(f) ~
<( g
I.L.
(/)
:I: 8J ~
(J)Z~
I-O~~
---I~
Z CL z
- ~
o
~
~
I.i.l
=>
Z
W
o en >
...J ~ <{
..,W~
~W~
ZZa..
O~o
Oz ~
WN
-
13
<(
Cl
-
Ck:
o
.-..J
WlL..
..J ..
m~
<(Z
C)Ck:
a..
(f)
WCk:
Z~
Oz
I-~
(f)lL..
o
>-
t-
-
()
C)~
zq
- ~
~I-
<(~
0:0
QLC5
Ol
I
I-
~
o
Z
~
<(
o
d
z
lr
W
II) r<')
~ 0
::::> .-
Z L()
II) O'l
o
-,
z
~
~ 0
<( I
U (f)
Vl
(f)
<{
o "
o O'l
c> I
.-
N
):. I
II) r<')
a
w
~
~ ~
I <(
o 0
(
j
, ,(
I ~6" U.D.(TYP)
~E -
CLEANOUT FOR ROAD/POND UNDERDRAINS
- \0:: fll ~.='" L:-l1 r;:lU
\1--::(: ,1"-
;1 :: --~ l
'C
CLEANOUT FRAME &
COVER PER CLOW 3385
OR APPROVED EQUAL
~\ ~
):. I
II) r<')
a
w
z
~ ~
w <(
o 0
a.. "
c> O'l
~ I
.-
'"
I
):. 1'0
II)
! ~
lr <(
a 0
(J)
--I
-
<(
.....
W
o
W
C>
<(
Z
-
<(
0:::
o
c:d
C>
Z
-
Q
<(
0:::
C>
..
C>
z
5
<(
a..
~
I-
W
W
I
(f)
~
u..
o
Ol
,.,..:
. ,.~
I
r."
~
\l-I"
I
s
.,)
r
-4
4','';./;1
~"':""I'~
~: ~ S':'/'11::'
'..'1'. '. '."'.."
". "~~
k,t.;.:..' "1~~5~
, "....~..,.....
':.~/~}
'::l:~
. ',......
t
''.i~
"
~ .
~l
I"
.ilf
.}i~
~
o
z
'.F~~
I- .... c:(
~....!::C
ottl~Q
~m~~
~ ~ ; I
Post OptIOM: Wood 2:1" IIln. f
Wood I!' II. ..
Oat I{KI{
St",,' 1.33 Lbs/Ft. IIln
Optional Post PosltlOM~ PrlMlpl" Post Position
.~ (Conted 213. TuwarrJ FkMJ
~~c ;~th lif-;;;'
~Sec. 965 FOOT Spec.! ~I
/ FIIt"r Fabric
'..l
_ ~kM
\. -
6' /kIJI.
~
i ~ ..
a' ,
.!i:
. =-
.., ~ '" r
.
~
.
SECTION
ELEVATION
TYPE J1I SILT FENCE
",',::?5:~'
. . ~
' '\....--~
, '--
"'- -- -
"'
"
...,
..-" -.... ~
-; ~~",,-
~.';;'
~
~~~~'
-, -~, . ~.. -
:,..:"'....- ~
- . "" ;""
?' ",
r;.f<.
r'y "
....
.........
"-........
':l-I'>-
,
.
s9
r-?:j, '."
Type III Slit Fence ProtecJlon
NrJund DItch 8oHom Inlets.
Ty". III Slit Fence
Do not depkTy In (I /fIIIMer tht1t slit fences will <<:t (IS (I daIII across per_ent fkMlnQ
WDferccurs... Slit fences are to be used at up/aIId I<<IatIOM and turbidity btlrrlers
used at ".rmanlllt bodies of WDfer.
SIL T FENCE APPUCA TIONS
FOOT INDEX 102
~lL~
yr ,\
=1 1=
r r
r-i4~_
~ ~ I~
:~
~
~
~
~~
~
~
~
~
~
r%
~
WALL SECTION
SECTION
'~
b
Clips Penn1tted
011 J'-(/ F_
'_.......... IT
/1
...
~
~
...
TOP V/EW
TOP V/EW
~r
1
2'.(/ ()" J'-(/
I
d
q-
2'-(/ ()" J'-(/ r j" ~, .
~: --j II-
,;~1
~
SECTION
TYPE I
For /IQ/lhol"s
TYPE II
F(If' an Inl"ts Types I. 2. J. .. ~
~lU'
r-
,,1
2.f
22""
I!' /fill. ()" Depr"ssed
ldentlfkx1tlon L.tter
u~
2-PIECE COlER
TOP VIEW
CtNer. NIIII Mt/{/ SUrf_
I
SfrIttdanI
.CtNer- :::!!~
'/
PkIkJro/es
For Use .,I1th TW- I. 11 Ntd 111 F__s
With 3'-d' 0pI/IIIIQ
~I/
2-PIECE COlER
~
:;:...
CAST
IRON
FRAMES
~.LJ.K~' ~~"
L >-
~......... ~
( Type A Or B Rfser - I
2 Addrtronal Bars A ~
(jI 5" O. C. I ,
.. ~,__#S Hoop Bar
Perpendfcufar Bars A r ~ I V--.I; rs...
(See Sectfon A -AJ 1''' VI/! r"r" - # 4 Hoop Bar
A ~ A
L_ + "~~~~_ ~ ~
2- #7's Each Way ~ "j , I -""-'Reference Axfs
Placed On Top Of .., J
8ars A And B At 45. .AI
" ty
Parallel Bars 8 (See Sectron A -A) - T
TOP SLAB REINFORCING STEEL DIAGRAM
Slit FkM
...
~
'" C:~~ c;:::> c::~
~ ~
Q.. --... g
_ '" c: ~
~~ ~~ ~:E
~1Il c: ~
8"1 ...... ~Q
: ~ !!_~ ~-9
c~ .:!a:: Cb~
8CIJ ll::~ ll:: III
.. 5 I
.c: '-
....0
~~
'l>' :::
~,!:, ..
-.1'-' ~Q)
l~~ ~~
...... ~~
~~ .Q"
tf~ ~~
Nat",
SpiJClnQ for Ty". 111 Fence to be In
aooordanc. with ChDrl I, Sheet I of J
and ditch InstallatIonS at dralnoge
stnJcItJre$ She"t 2 of J.
Type 111 Slit F",.""
rs A
J' -(t'
Or _
4' -(1'
# 4 (jI /Z' BW
~ (Horfzontal Bars
~ Contfnuous Around c:: ~
~ Corners For :E
Rectangular Risers) 2-
Q
.Q
.S!
III
E:
~
t>
CIJ
g
'"
...
'"
....
'"
ll::
.. 2-Extra # 4's
~Each Sfde And
Above Openfng
.. .
C1J~
'"
() -
....c:
~ ::-Bars ~
'If
I!\..
---?#4' (jI IZ' O.C.
/ Each Way
)11
./
.1
"I
\I)
~~
~.Q
~~
",,"
.S!~
1Il~
Bars A./
........... Bars B
AL TERNA TE A
SECTION A-A
* NOTE:
When the Insfde dfameter of a round structure Is
not more than f'-(1' larger than the openfng fn
the rfser or top slab. the top of the structure
or rfser sholl be constructed occordfng to the
"Specfal Top Slab" details on this sheet.
I. Standard structure bottoms 4' -(j' diameter and smaller (Alt. AJ and J'-f{'
square (Alt. B) are designated Type P. Lorger standard structure bottoms
ore desfgooted Type J. Rfsers (Ire permlffed for all structures.
2. Walls of cIrcular structures (Alternate AJ constructed In place may be
of non -reInforced concrete or brIck or reInforced concrete. Precast and
rectangular structures (Alternate B) sholl be constructed of refnforced
concrete only.
r
Li1f
(]
J. Wall thIckness and reInforcement are for either reInforced cast-In-place
or precast concrete units except that precast clrculor units may be furnIshed
wlfh wolls fn accordance wlfh elfher A.S. T.M. C-478 (up ta 96" dfometerJ
or A.S. T.M. C-76. Closs 11l, B WolI. modffled where the e1l1ptical steel cage 7.
oreel Is placed In the center one - third of the wall.
4. Top and floor slab thIckness ond refnforcement ore for precast and cast In
pk1ce construction. Top ond floor slobs sholl be of Class II
oonorete. Concrete as specfffed fn A.S. T.M. C-478 (4(](]() psf) may be
used In IIfJU of Closs I and Class II concrete In precast Items monufactured
In plants which ore under the 'Standard OperatIng Procedures' for the
Inspectron of precast draInage products.
""sed ()" Depressed
/.{)go
~ r----
~6 ~
~ (Optlona/) ~
r ....." _... ~ 2r~
klentlflcatlon NlJmber (WT.J ~ _____
C<<en With Arrd W/thOUt Ribs ___ ~
Shall B_ The S- 1!Jf!!#
Id"ntlflcatlon NUIIIber (Wt.J BOTTOM VIEW
i!
..
i II)
(!) .
: ~
VI ..
~~
plcJt. -lip
Hole
_ NIIII-Skld
SUrfaoe
1'- "r
"L
I ~ ~ ~ '~
~ 1'- Bi~'bs (Optlona/)
1'- 9t
t- ,,1'-
SECTION
COVER FOR ALL FRAMES
-r
F__
Type
WEIGHT OF CAST/NGS
2' OPENING J' OPENING
F__ ewer F~ 2-PI_ C<<"r
(SIlI.J Insld" OUtsld" Totol
155 Lbs. /90 u.. lID u.. /90 Lbs. 22f) Lbs. 410 lJIs.
H6 Lbs. /90 LbI. 155 /.b6. /90 Lbs. 22f) lJIs. 410 LbI.
90 u.. /90 u.. IlIO u.. /90 u.. 22f) Lbs. 410 lJIs.
I
11
111
t
J'-(/
~'-r
'I
I
SUPPLEMENTARY DETAILS FOR
MANHOLES AND INLETS
FOOT INDEX 201
NOTES FOR THIN - WALL PRECAST OPTIONS
I. The detal1s on Sheets 4. 5 &- 6 ore optional for prtKJDSt /nlet constructfon up ta depths of 15'.
These Inlets can be used with Alt. "S" Bottoms. Index 1!00. Cast-In -place constructIon 1IWJSf adhere
to the detal1s contaIned on the referenced Indexes.
2. Only the dImensIons and reInforcement cIIongeS or other modifIcatIons are /ndfcated.' For all other
dfrNnsfons and details. the referenced Index drawIngs apply. When these precast units are used
fnconjunctlon wfth Alt '!I" Structure Bottoms. Index 1!00. the Interfor dImensIons of an Alt. 'B" Bottom
can be adjusted ta reflect these Inlet Inter/or d/menslons.
,. Ccnorete whfch meets the requirements of ASTM C-478 shall be used for structures constructed
ta these detol1s.
4. ReInforcement can be eIther deformed bar reInforcement or welded wire fabrfc. Bar reInforcement
other than 40 KSI may be used. however only two grades ore recognlzedr Grade 40 and Grade
60. Welded wfre fabrIc. IncludIng deformed welded wfre fabrIc. wlll be recognfzed as hovfng a
deslfJII strength of 65 KS/. The area of reinforcement requIred may be reduced fn accordance with
the EflJlvalent Steel Area Table provIded. For bars and spacIngs IIOt given. the steel area
rfK1Jlred con be determined /:tJ the followIng equations.
Grade 60 Steel Area" A.1f) .8 x A.-<<1
Welded Wire FabrIc Steel Area. A.... x A.fO
Bar
In 110 case wlll fabric wIth wIres smaller thon WJ.I or spacIngs greater than If be permitted.
reinforcement sholl show the mlnlf/rJm yIeld designatIon grade mark of either the fMJmber 60 or
one (/) grade mar/( line to be aooepfrlble at the hIgher value. Mox/_ bar spac/ng shall IIOt be
greater tha1l two (2J times the slob th1clcness with a maxfmnn spacIng of /Z' or three (JJ times
the wall th/clcneu. with a maxlwun $p(IClng of 18".
EaJNALENT STEEL AREA TABLE
GRADE <<) EaJNALENT GRADE 60 EaJNALENT 65 ICSI
REINFORCING BAR REINFORCING BAR WELDED WIRE FABRIC
IJttr Size' S1HI ." SIa . IIln. StNI Nu/e ^.-'--'lon "In. stHl
SptJC/nQ AnD ~ NetI ~'I .........N. AnD
.~ . I~ CCEW O.ID -3. 9Iiuw .1333 :r M :r-W3.1 M WJJ or ./DO
.,. M "-J/~.!JM W~.5 or
6" d"-lWj.5 M 1Wi.5
-of . r CCEW
O.ll1lT -of .1.Jlb;n-
(If'
-J . .,. CCEW
OM -5.1( CCEW
or
.. . r CCEW
I. .. .,,'CCEW
(If'
., . r CCEW
.M
.""
:r M :r-W0f.5 M Wof.5 or
.,. M "-J/5.5 M W5.5 (If'
6"d.-WB.5M U5
.!iII6T
......WID. WID (If'
6"M6"-W:sl}M W30
.5f15
.. . " CCEW
.80
".
., . "CCft
.. M ..-wtS M Wt!S
L
.E:
-
~
-
-
-
~
PMT/AL SECTION BB
PARTIAL SECTION CC
DITCH BOTTOM INLET C
INDEX 232
r, IIHI 1 ,13
rl I IHI I 113
'-'"
~
~
.!:-
L
-
-
-
-
~
~
PART/AL SECTION AA
PARTIAL SECTION
SUPPLEMENTARY DETAILS FOR
MANHOLES AND INLETS
FOOT INDEX 2.01
STRUCTURE BOTTOM TYPE P
SIZE 3' -(I'd'-tI'
INDEX 2/XJ
DATE:
RECORD DRAYt'lNG CERllF1CAllON FOR PHASE
lHlS "RECORD DRAWING" IS BASED ON INFOR~A TION RECEIVED FRO~ lHE
CONTRACTOR ON AS TO LOCATION AND DETAILS OF
THE FAOUTIES ACTUALLY CONSTRUCTED. THE ENGINEER HAS NOT PROVIDED
DETAILED OR CONTINUOUS OBSERVATION OF ON-SITE CONSTRUCTION NOR ~ADE
~EASURE~ENTS, BUT HAS ~ADE PERIODIC VISUAL OBSERVATIONS AND HAS
OBSERVED THAT THE READILY VISIBLE F ACIUTlES HAVE BEEN REASONABLY
INSTALLED IN ACCORDANCE WITH THIS DRAWING, LOT GRADING IS THE
RESPONSIBILITY OF lHE BUILDER AND IS NOT INCLUDED IN THIS CERTIFICATION.
DONALD W. ~c1NTOSH ASSOCIATES. INC.
BY:
NOTES:
( Type A Or B Rfser---1
I Supplemental Bar A Or B
RECORD DRAYt'lNG CERllF1CAllON FOR PHASE
CONTRACTOR HEREBY CERTIFIES lHAT THIS DRAWING HAS BEEN
~ODIFlED TO SHOW ALL CHANGES TO THE ORIGINAL CONSTRUCTION
DRAWINGS AND ACCURATELY REPRESENTS lHE FINISHED CONSTRUCTION
BASED ON INFOR~ATION FURNISHED TO DONALD W. ~c1NTOSH
ASSOOA TES, INC. ON
,
.
,
Top Slab Reinforcing~
-.-~_' \ """'
.~~~ J \ ( I AT TOP SLAB
~1Il~ I_ _. _~.----1.
~l Optional Shear KeY/" If 1-' If ~ r
Wall ReinfOrCfng4 ... -~ Shear Key
10. Draff!7
""-r NOTE. Variations In shear key dfmensfons
will be permrtfed subject to the
Engfneer's approval.
BY:
NOTES:
Bars A Shart Way
(See Sectfon B -B)
~ 2- tIS Hoop Bars
~ ... (2 Lop Splices PermfttedJ
~ J'-Ft J
,,~~r~I'Z' ---
_ 2 Additional Bi1rs A
(jI 5" O. C.
10' Draf,t ~-... I-
" L" Shear Key
. ..I ( I~ J:.-
y~tfonol Shear Ke~ I It:; ~
2,-:3- "^ _ . . ~
~.Q~ -=
~ ~~ L, \ ( ~ AT BOTTOM SLAB
Q.... '-> Bottom Slab ReInforcing
CONTRACTOR:
l
2 Additional Bars B --
(jI 5" Max. O. C. Each
Sfde Of OpenIng
'"
I I
Bars B Long Way
(See Sectfon B -B)
TOP SLAB REINFORCING STEEL DIAGRAM
<::>
g. ~
.... iJ...
- ~"..
~ ~
~ Q..
~?
g
....
...
0-'"
c:
-~
.!!~
.sill
....
.....
"'''I
~rg
-
C:'
:::,~
~~
~~
8o::l
~~
t-:-
...~
{:~
S~
...'"
~.!!
't:t~
-<::
cfi
~.ri
o.!!
.....s
SLAB TO WALL DETAILS FOR PRECAST ALTERNATE WITH ff' WALLS
c::~
:E
~
Q
""
.S!
III
~
()
CIJ
.,:E
g ~
~Q
~il
"-
ll:: VI Bars A"
Bars B\ \
~ ..
-
J' -(t (Typ.J F\
-
_ 4 (j IZ' BW
(Horizontal Bars
--- Continuous Around
Corners For
g Rectangular RfsersJ
III .
, II r , -r~1:'1'.J:f' R.IM",I'9
III ~xtra RefnfOrClngl.-llll\ HorIzontal Wall Refnforcfng
(~~~PJ:/:I-, II ~ -(See Table)
l"- /J J-
Bars A ./'
9- tI4 Tfes (jI 12' O.C.
(See Sectfon)
:::
"'....
~.!?
~.Q
~~
..
~ il ~
..... Vi!!!
..
....
..
ll::
~
'~.5 Peripheral
Reinforcement
Rotate .4 Bars As Required
fTO Maintain Cover
~
l _I~J ).
~~
I;:'~~ 7 )~r
/".4 Tfes (j 12' O.C.
#5 Per/pheral
Reinforcement
f\
(]I
:::
..-...
c:"
:ti:g
~I-
..
~~
III
..........Bars B
~~
~ Wall Reinforcing
SECTION C-C
AL TERNA TE B
SECTION B-8
NOTE:
Provfde extro relnforcfng each sIde of each openIng
at J" moxfrrxJm spacfng equa/ to half the area of vertical
refnforcment remaved /:tJ the openfng and provfde the
same area of refnforcment above each openIng at J"
moxlrrxJm spacfng as removed by the openIng.
SPECIAL TOP SLAB *
GENERAL NOTES
5. All reInforcement sholl be A.S. T.M. 1015. Grade 60 or 65 KSI welded wIre
fabrIc, erther smooth or deformed.
9. All steel bars sholl have If mlnlfOOm caver unless otherwIse shown except for
precast clrculor unfts manufactured under ASTM C-76 or ASTM C-478. Horfzontal
steel in rectangular structures sholl be lapped a mfnlrrxJm of 24 bar dfameters
at oorners.
6. Structure bottoms may be used In conjunction wfth curb Inlet
tops Types I. 2. 3, 4. 5. 6. 9. and 10. and any manhole or junctfon box unless
otherwfse shown fn the plans or other standard drawings. Alt. B structure
bottoms may be used In conjunctron wfth curb Inlet Types 7 " 8. or
any ditch bottom inlet unless otherwfse shown in the plans or other standard
drawIngs.
10. The oorner fillets shown are necessary for rectangular structures used wIth cfrcular
rIsers and In/et throats ond used on skew wfth rectangular rfsers. Inlet and fnlet
throats. FfI1ets will be requfred fn /feu of the bottom slab of the Alt. B rfser when
used wfth the Alt. A box. Each fll1et shall be refnforced wfth 2-#5 bors.
1/. Inlet throats. rIser or manhole tops shall be secured ta structures os shawn on
Index No. 201.
Rectangular structures may be rotated as dfrected /:tJ the EngIneer fn order
to faci11tate connectfons between the structure walls and starm sewer pIpes.
12. For manhole and junctfon box taps. for frames and cavers. and. for supplementary
detal1s see Index No. 201.
8. Except when ACI hooks ore specfflcally reqUfred. refnforcement top and slab
sholl be straIght embedment.
STRUCTURE BOTTOMS TYPE J AND P
W'*'
", < 0.7511 (fIIln.)
h,:i? 0,7511 (III1n,J
FOOT INDEX 200
ChaIn Connection To Grrtte:1 'i"Chaln . ECoid S/IJtS.
r-- See TttbItI For 1.III(ffhs. When
GITII"sJ ......... ChaIIIlnQ TwlI t1rIIm Together
I PfOIfMe At/eqIItIIe Loop For
~I EfIS'J HfJtItII~.-",,""
,if; l "I Cold: SIItt --
-, r ..........:... 1"' II. r DID. J- Type ()" TIw'1IQded
I,J Slralght Eye 80"
! Ndd S1IIIf
k _ Holf To Two - Thlrrls W(lll Tlllctness
Nofet W'*' AJtemtrfe G Qrat" Is speo",ed. the .In. /:D". 1WIfs.
WGSher and cold sfrJts shall be _""'"zed In aa1IIt'fIanoe
with the speo/fIcatIOM for the gmte.
NOTES (TOPS)
JaIn Nul. Nul Arrd WfISher
011 Stralgh' Bolt _____
"'lOll
/. Manhole top Type 7 slabs sholl fH!,.Qf Class lI"concrete.
Concrete as specified In ASTM C-.g8 may be'f1!ed for
precast units: see General Note No.3.
--
1/ '"
~ ,\ _Grwt
i"p"rFt.-,--'::::-,. ~~ hi) LV'
2. Manho/e top Type 7 slabs may be of cast-in-place or
precast construction. The optional key is for precast tops
and in lieu of dowels. Frame and slab openings are to
be omitted when top is used over a Junction box. Frames
can be adjusted with from one to six courses of brick.
Note, Grwt to consist of JJ Sand-Cement IIlxture or any C/QSs Concrete.
FOR ALL STfIJCTlIRES UNlESS EXCWDED BY SPECIAL DETAIL
CoM of "y" btI/t and drain 10 be Inclllded In the fJt1fIlraDt un"
prIDe for Inl.ls.
DRAINAGE STRUCTURE INVERT
3. Manho/e top Type 8 may be of cast-in-place or precast
concrete construction or brick construction. For concrete
construction, the concrete and steel reinforcement sholl
be the same as the supporting wall unit. An eccentric
cone may be used.
1ndu
MIIeIIer
m
/ftIet
1p
C
EYE BOLT AND CHAIN REaJ/REIJ/ENTS
::;. ~-::In IWI"" . R-*
I 2' -6" Slide . Spin
4. Manhole tops sholl be secured to structures by optional
construction joints.
EYE BOLT AND CHAIN FOR LOCKlNG GRATES TO INLETS
=
Concrete Or
S:Of:kf.' --, see./ -=...I~
\. 22" 0'0 . ~
J. -.. ~
"'l...-
_, o.
J' -ft Or of' Dla. t\J l\s
_I _ 1_ . . J...;)
~ 1 IfOptfonol Key j-r W
r L.l Thic1cness Of
Structure Wal1
10. Draft
~f~~
~~ e-8" Max. ~ \
RIse; HT t
'--+l.1 3'-f{' Or 4' 010.
111
.st""
'lE~
"-ir)
Tongue &- Gf'O()I(e
JoInt To Match
RIser
~~
2'-8" Max. ~
~
3' -ft Or 4' Dia. r
PRECAST ECCENTRIC CONE
Ie
Tongue &- Groave
Joint To Match
Rfser
RIser......
BRICK OR CONCRETE
TYPE 8
MANHOLES
SECTION
Note, See Slab Desfgns Index 2fX).
PRECAST CONCENTRIC CONE
TYPE 7
MANHOLE
TOPS
SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS
l:l
Q\o.' ~o.'
J, ~Q
:'j t,'
r- Inl"t Type ~ ~1De1 Al1tIUt <<
r-A
~
FOOT INDEX 201
DATE:
NOT A RECORD DRAWING UNLESS THIS BLOCK IS CO~PLETED
~~~ ~
~tt-L" R1G=1 RtGmd
TOP SLABS TO WALLS
Insfde =
Face~=
f
Contfnuous
ReInforcement
1- Or Dowels V
Inside OUtsfde _.... ~. ...
F ace--.,. Face --....::: ~ - - r- .
... ~J ~
}, =r= ~ l~ Ii.; Cold Cast
Grout Grout I r -- Grout Jofnt
_L....J -.oJ~ lJ..J _l.,
WALL JOINTS
--
~"'~ ~ 1E=1
'" rSlab Thickness
J
T
BOTTOM SLABS TO WALLS
I. One or mare types of joints may be used in a single structure. except brfck wall structure. Brfck
wall construction fs permfffed on cIrcular unfts only.
2. All grouted JoInts are to hove a moxff/rJm thfckness of ,..
J. Keyways are to be a mfnfrom of If deep.
4. Joint dowels are to be #4 bars. It! long with a mfnirom of 6 bors per jofnt for circular structures
opproxlmately evenly spaced. and. 2 bors per sfde at approxImate quarter poInts for rectangular structures.
5. MfnlfOOm cover on reinforcfng bars fs If.
6. JOf"/,S between wall segments and between wall segments and top or bottom slabs may be sealed either by
pre ormed piastre gasket materfal usfng the procedures given in Section 430-7.3 or by grout.
7. Approved product Inserts may be used In lIeu of dowel embedment.
OPTIONAL CONSTRUCTION JOINTS
I
I
'I ,. HI I,~ I
" I llil Xi
Then fRet/(/)
h 2 0.411
h :i?h (min.)
/A,
11:J~ Ll \
h (mln.J' 0.411
.-1: HI
l-1Jf ~~
o
hI
(e)
o
H-h (min.)
h Imln.J
MlnlllU1l Volue For h
h Imin.! X r ser OJ_lit,
1'-(/ I J'-6" .. 4'-(/
1'-6" 5'-(]' .. 6'-(/
2'-(/ >6'-(/
h-O.4H
Set;/lllents IbI, Ic!. .. (dJ may be IfWerted for use
(IS a bottom segment In oon}lIICflon with a sepDrately
CtJst bottom sltJb. lIaxl/IWJIII openlnQ for pipe shall be
the pI". 0.0, plus 6".
TOP OR BOTTOM SEGMENTS WITH CONSTRUCTION JOINTS OTHER THAN OOWEL OPTION
..." """""'.. -~
Or ContlfXJIIiJs Cost 0II1y h
h 2 z"ro
H2h
(1I1nlllW/lllS TDiKllated Abov" Do Not ApplyJ
TOP OR BOTTOM SEGMENT FOR OOWEL CONSTRUCTION JOINTS OR CONTINUOUS CAST SEGMENTS
caMPARA TNE SIDE VIEWS
MINIMUM DIMENSIONS FOR BOX AND RISER SEGMENTS
GENERAL NOTES
I. For square or rectangular precast drainage structures. either deformed or smooth welded
wIre fabrIc may be used provIded:
aJ The smooth welded wIre fobrfc sholl comply with ASTM A -185 and deformed
welded wfre fabrfc sholl COfTl/)ly wlth ASTM A -4f.11. '
bJ WIdth and length of the unit Is four tfmes the spacIng of the cross wIres.
c) WIre fabrfc shall be contfnuous around the box, spliced at Quorter pofnffs)
with overlap of not less than the spacIng of the cross wfres plus two inches.
2. For f1(JJfvalent steel areas for precast drafnage structures. see Sheet 4 of 6.
3. Horfzontal steel in the walls of rectangular structures sholl be lapped a mfnffOOm of 24 bar
dfameter at corners.
4. Weldfng of splices and laps Is permfffed. The requfrements and restrfctrons
pfaced on welding fn AASHTO 1.1-259 sholl opply.
5. Rebor str(llght end embeddment or peripherol refnforcement may be used In lieu of ACI standard
hooks for top and bottom slobs except when hooks are specfflcally called for In plans or
standard drawfngs.
6. Concrete as specifIed fn ASTM C-418. (4000 pslJ may be used In lieu of Closs I and
Closs II concrete In precast "ems manufactured In plants whIch are under the 'Standard
Operoting Procedures For The Inspection Of Precast DraInage Products'.
7. MaxImum opening for pIpe shall be the pfpe o.d. plus ft. Morlor used to seal the pfpe fnto the
opening wlll be of such 0 mfx that shrinkage will not cause leakage fnta or out of the structure.
SUPPLEMENTARY DETAILS FOR
MANHOLES AND INLETS
FOOT INDEX 201
./
-6 Bars ./ j7
-=-V~
d~
() '-
~~
~...
S~
l'o.<(
!too;(
.\1)
~5
~:;::
u
J...~
10.,
!till
I
rA
-
J .....Y ~~.--#6 Bars (i 9"
I ~y~" ~_#6 Bars
rzl ~ )l
.),.~" I] ><,
'\ "" ----- j
"\ ""\.f7 ~
1\
S" SIlIb 1te/"'emhr1J
Dllloll This ~L
y
+
2' DID. CtNer
Bock Of Curb__
Face Of CUrb-----
~ 1\-
-6 Bars (jI 9" 7 I ~A 5'"
~ e Concrete Support Post
INLETS TYPES I AND 3
E:~
r~
C1JV\
~...
~~
t-~
.">
~~
......~
ei
<<1/1'"
6'- c5'o
~
'i>
L ,..
B
L
-c~-:.
~ /
~ , Concrete.-/ ,
Support Post i
/;,-(1'
B
--1
\it
'P
~
1'_'"
9'-(/
/- I"
," ,.",7, 10, '6Tap ""',
: HJf: ~'~ ..,,,., "'"
. 21 i For J' -6" Structure Bottom
7 Bottom BarS~/8fFor 4' (1' Structure Battom
I -
.6 Bors (j 9" Ctrsj 9" ~ l
~:::::C_hL 2'
I I Y ';---~~
~~I.. ~
,_t ........-~
~
r- -.!;!' -=:-#4 Bars (j B" ctrs.
LA
PLAN (INLET TYPE 4 SYMMETRICAL NJOOT (J
TO IN f'rIId I Umlts Of In/"t ConsInJcfIon I To IN f'rIId
ForNC.'(J. F(If'NC.ae.
F.L. Of 9uHr, .......... ''1 tal I .~ .,11
to1&, <<L ---.... I :". ~~
3'.(/, 6'-(/ J'-(/~-d
-= T =-
SECTION IS (INLET TYPE 4 ~ METRICAL NJOOT (J
~#6 Bars Unless
9" 6" 7 r 7 r ~herwfse Shown
#6 Bars (j 9" Ctrs.
i II ~..;.J ~
I ~ Bar;~ :.;~ '
'~ #4 Bars (jI l!' ctrs.
I
~
#6 Bars (jI I
/' 9" Ctrs.
/
rA
--'--
......-: '., ~ .___-6 Bars (jI '!I'
/.....Y..k..~
<1V(~~ - #6 Bars
/ ~~( 9~ "-
'\/ :'\
'\ " / ,y ~ .-#F;
~ \ ~-
",
#6 Bars_./ Y
......y~
Back Of CUrb-.......
5" e Concrete Support Post
-<..1\
.6 Bars
.4 Bars
Ii If' ctrs.
Both Ways
i
I
~
I.
4' -Cf Diameter
S"" Not" .tb
No. ~ ..:..
-
6" conor"te Or II'
~Brlclc.
I ~'-l1 1'-11'
r 1'-6" 1~11
I I r ~~r"'n
,5"" Concr"t,,_ J;.-I./ ...
T'Post ,~r
-. 1'~'1
4'-(]' ;;;.,
TRANSVERSE SECTIONS FOR /N LETS TYPES 3 & 4
REINFORCING SECTION
4' -0" DIA. STRUCTURE BOTTOII (SECTION AAJ
DIMENSION II REINFORCING HALF SECTION
TYPES A II E CURB (HALF SECTION AAJ
(TYPE E GUTTER SHOWN)
Dll/ENSIONAL SECTION
CURB INLET TOPS - TYPES 3 & 4
INLETS TYPES 3 AND 4
FOOT INDEX
210
Face Of Curb ---'
L-A
INLETS TYPES 2 AND 4
SLAB REINFORCING
#6 Bars (jI '!I'
GENERAL NOTES
I. The finished grade and slope of the inlet tops are to
conform wfth the fInIshed cross slope and grade of the
proposed sfdewalft and/or tJorder.
2. When fnlets (Ire to be constructed on a curve. refer to thl;
plans ta determIne the radIus and. where necessory. madffy
the fnlet detolls accordlng/y. Bend steel when necessary.
J. All steel In fnlet top shall hove I mlnlfOOm cover unless
otherwise shown. Inlet taps sholl tIP efther cast-in-place
or precast concrete. ~
4. The rear wall port/OIl of /nlet tapsTypes 3 &- 4 may
be oonstructed with brIck. Dowels ta tap slab requfred.
6. For supplemental detalls see Index No. 201.
5. Only round concrete support post wlll be ooceptable.
7. For sturcture bottoms see Index No. 2fX).
:r
en.
l2U
z~
u .
~en
.~
~<
oU
.../0
<en
zen
0<
o
. (f) OJ
Ua:::tD
Z 0 ~
_>-1
WV
.. > ~
(f)a:::
W:)
~(f)
<{
o
o
(f)
(f)
<(
:I:
(/)
~
Z
-
o
::E
~
o
-oJ
<C
Z
o
o
,......
"'"
o
v
'--"
Ol
OJ
"'"
N
I")
<(
Cl
e::::
o
-.J
(f)lL.
a:::~
Wo:::
z<c
zo..
<(0:::
--.J~
Q..Z
~
I
l-
e::::
o
Z
La.I
=>
Z
~
<c
en
a:::
W~
We::::
z~
00
ZO
W~
,
~
~
\
""
w m
Ii CO
~=
:fco
~:::>
..J~
>-
a:l
g;
::-t:
~
<
o
'::i.
:J:
U
z
o
F
(l.
it:
u
~ (f)
o Z
o
(f)
>
W
0:::
~
<
o
o
z
a:::
1LI
In
~
::>
z
In
o
...,
I")
o
~
L{)
Ol
~
<
u
en
(f)
....
Z
Cl
Cl
<!)
......
en
,
~
~ ~
In ("')
o
1LI
~
U
w
is
I
,~..;..
"," ,~"' .. ..
';;";:'1,..'.. ~I
..~~
~
<
Q
~~
~ ~
In ("')
o
1LI
Z
"
u;
1LI
o
~
<
o
......
en
I
~
N
I
("')
- ~
o
W
.-J
OJ
<(
C>
..
(f)
"
Z
-
et::
a..
(f)
Wet::
ZW
O~
I-~
(/)
C)
C)~
zq
~~
<{~
0:::0
OU:;
m
<(
o
-
et::
o
-..J
I.J..
~
<
o
I.J..
o
>-
.....
-
U
(f)
.....J
-
<
t-
W
o
W
"
<(
Z
-
<
a::::
o
(f)
:::>
o
w
z
<
-'
.....J
W
()
(/)
-
~
I-
W
W
I
(f)
:~
,..,,:
u.
o
o
....-p
~
fft
r
r
t,
f
'l\"
'':".,..
I
l.
l, .
I
t:
1,'
I
t
..
I
I
f
''/:
l:'
i"" _
f~.
.,....
1
,,'.
! ,of"
t
~
;I,
..
~~.
i'
t ~
~'
,
..
~
Z 0
.. t-
~.~~~
t>F~<(
wt-_C
"')w:i
owmQ
~~-~~
J=E
J
/ /
r
r QT
(-
~
-
'\.. 4J
,n,:::?;iJ
And CrrNfn LIne Elev.
-- ----
~
'{l
~
lNerlop 2'
Joint
---
"\
\
\ \ 1
'Y
1 /v
;;
RECORD DRAWING CERTIFICATION FOR PHASE
CONTRACTOR HEREBY CERTIFIES Tl-lAT Tl-lIS DRAWING HAS BEEN
MODIFIED TO SHOW All CHANGES TO Tl-lE ORIGINAL CONSTRUCTION
DRAWINGS AND ACCURA TEL Y REPRESENTS Tl-lE FINISHED CONSTRUCTION
BASED ON INfORMATION fURNISHED TO DONALD W. MciNTOSH
ASSOCI A TES, INC_ ON
RECORD DRAWING CERTIFICATION FOR PHASE
Tl-lIS "RECORD DRAWING" IS BASED ON INfORMATION RECEIVED fROt.l Tl-lE
CONTRACTOR ON AS TO LOCATION AND DETAILS OF
Tl-lE fACILITIES ACTUAllY CONSTRUCTED, Tl-lE ENGINEER HAS NOT PROViDED
DETAILED OR CONTINUOUS OBSERVATION Of ON-SITE CONSTRUCTION NOR MADE
MEASUREMENTS, BUT HAS MADE PERIODIC ViSUAL OBSERVATIONS AND HAS
OBSERVED Tl-lAT Tl-lE READILY VISIBLE fACILITIES HAVE BEEN REASONABLY
INSTAlLED IN ACCORDANCE WlTl-l Tl-lIS DRAWING. LOT GRADING IS Tl-lE
RESPONSIBILITY OF Tl-lE BUILDER AND IS NOT INCLUDED IN Tl-lIS CERTIfiCATION
DONALD W. MciNTOSH ASSOCIATES. INC.
IIodfffed Slope When jlfnllllJlll f
Corer Or Less ()oQJrs &Jth On . /;--- 2.5'
Exfstfng And Propo$ed Installations ------ 7~
1211 "".... r '\
L -- ofrI
___ -- f\
-----.::
~=~~,\~ -~P"'PO"d Tn' Of SlOI"
IIQ \ ~-
II ! ~ 8T1
~ ~~~
~II Exlsling \ ~ ~
~ ~ ~ r% Causeway ".. ~ h.. ----- J:::::- ~
---- ~'"""--"......,......~-::::::::::;.
LEGEND
~~rJ
-<.,'\<)
\
-
Pile LO<XJtions
~
CONTRACTOR:
Dredge Or Fill Area
Moorinq Buoy w/Anchor
Anchor
DATE:
BY:
NOTES:
DATE:
-......
~
-- -- ~ - - 'C:,tch, \L g::;
~ &Jttom
--
----,----
u
3'-4"
BY:
NOTES:
-<>!
~
~~
L
.~
'\
Shore Line ~ ~
-<
NOT A RECORD DRAWING UNLESS Tl-lIS BLOCK IS COI.APLETED
-:::I
Barrier Movement Due
To Current Aclion
C>
~~~Sho~ne
~ ~V~9
~- - . -./'
7-Y~
W
I TYpical
2'-4"
~ L~~~' "
~I ~~"I ~~
- -
1- I
~ ~=1=~1 ~
d=~
~,I 2'-4" ~ -
t\lL_f-- .1 ~+
IrJ~-=r~~~/;"
IS'
A~
-' '"
;{q
'"
"',c
7~
I
/
/
/.
~
PERMISSIBLE PAVEMENT MODIFICATION
I.
.1
h
'< I'1PicD j
~
~Limits Of Const.
~
o
f--
ll)~
all'"
.t:::
"'t-Ci
.Cl>
i?;Cl
'-
. 0
~Ll..
0'8
~:::e
~....:
>( ~.':;:
.~ ~~&
~ - ~....
~ ~V)~
\;
n
2f
2f
--~
~
.
· T · cu",+
r--- Sttcture Alignmenl
. -,- -
~
2' -0"
1
Limits Of Const. ~
to
,
~ Shore Line
~
""
Trans/ffon Length-/O D
.1
,
~
!,
Turbidity
Barriers
PLAN
T
GENERAL NOTES
~
DITCH TRANSITION
Note,
Turbidity barriers for flowing streams and lidal
creeks may be either floating. or staked types
or any combinations of types lhat will suit site
conditions and meet erosion control and water
quality requirements. The barrier typelsJ will
be at the Contractors option unless otherwise
specified in Ihe plans, however payment will
be under Ihe pay items) established in Ihe
plans for Floating Turbidity Barrier and/or
Staked Turbidity Barrier. Posts in staked
turbidity barriers to be installed in vertical
position unless otherwise directed by the
Engineer,
PLAN
TYPE C
Approx. Weight 235 Lbs.
I. Concrete pfpe used fn the assembly of mftered end sectfons sholl be of selective lengths to ovofd excessive oonnectfons.
NOTES:
I. Turbidity barriers are to be used in all permanent badies of water regardless of water depth,
2. Number and spacing of anchars dependent on current velocities.
s1" 3' -4" sf
-},I" 2'-0" .1 ~~
r Grate~ 1 --.-
h 2/0 CI. ~ ~ Eye Boll
I' See Index 201
r ~! 1,
+ ~~ ~#4 Bars ~
12" Ctrs,
2. When exfstlng trX/ltfple sIde drofn pfpes ore spac<<J other fftan the dllNnslons shown fn thfs detoll, or have non-parallel axes. or have non-Ufl/form SectlOllS,
the ",ftered end sectfOlls wf/l be constnx:ted eIther separately os sfngle pIpe mftered end sectfons or collectively os trX/ltfple pIpe end sectIons os
dfrected tYJ the Engfneer, however. mftered end sections wfll be pafd for each. based 011 each fndependent pIpe end.
3. In addltfOll to the reqvfrements of SectIon 4.JO-4, sfde drafn wlverts sholl 00Irf)1y wfth the (}(Ner reqvlrements shown on Index No. 205.
4. The refnforoed concrete slob shall be constructed for all sizes of side drafn pfpe and cost fn plooe wfth Closs I concrete.
J. Deployment of barrier around pile locations may vary to accommodale construction operations,
4. Navil}<Jtion may require segmenting barrier durinq construction operations.
5. For additional information see Section 104 of Ihe Standard Specificalions.
~
~~ /'
'" ~ ~
Cl> c::
'-' '" \)
8. ~ lJ:l
C\J V) lJ:l
~~
5. All pfpe shall be grated unless excepted fn the pions.
6. Grates are to be fabrIcated from stetJl ASTjI A 53. Grade 8, pfpe. The lowtJr grate on 011 traffic approach ends sholl be Schedule 80 and all remafnfng grates
shall be Sdrt1W/e I/O.
Grates subject to ~It free and corrosive free erwlfOfllMflt ft1Y be fabrfcated from galvanfzed pfpe: wIth base INtol exposed dJrfng fabrfcatfon repaIred os
specfffed fn Sectfon 562, Standard SpecfffcatlOflS/ or, fabrfoated from block pfpe ond hot dfpped galvanfzed after fabrfootion in oocordanctJ wfth ASTII A 123.
Grates subject to ~" water or highly corrosive erwfronment sholl be hot dipped galvanfzed after fabrlootfon fn oocordonce wfth ASTII A 123.
7. The cost of all pIpe (sJ, grates. fasteners. refnforcfng. connectors. oochors. concrete. sealants, Jac/cels and coupling bonds sholl be fncluded In the cost for
the mItered end sectIon. Soddfng shafl be pafd for separat.1y under the contract unft prfce for Sodding. sr.
~11e
:::::
1;)
c::
\)
lJ:l
~
TURBIDITY
BARRIER
APPLICA TIONS
GENERAL NOTES
SECTION
Po~1 fOp I ions: 2" x 4" Or
2~ Min, Dia, Wood; Steel
1,33 Lbs/FI. Min.)
Recommended Maximum Pipe Size:
2' -0" Wall-IB" Pipe
J'-r' Wall-24" Pipe
TYPE C
Straight Bars 2"x -i"
Reticulin,~ Bfrs I r x i"
Bands I ~ x ~
Approx. Weight 100 Lbs.
I. F loatinq turbidity barriers are to be paid for under the
con/ract unil price for F10ctinq Turbidity Barrier. LF.
2. Staked turbidity barriers ore to be paid for under the contract
unit price for Staked Turbfdity Barrier. LF.
,.
_____ 18 Oz. Nylon Reinforced
7 pve Fo"', (300 psi Tnst!
I
Inlet Sod
SY
C 6
r. _
6' Max.
1
~~
---J
LJ /Ccn"""'(M "'1' p""m",, I
-1
r
~
-
-~
--.----- --
-.
Slqo c'
.._~ " vo,.' SOrt
s:ru A '''5-S
11""1 ~"11Ie1/1 4f" O/tvll
0' 6 OrtI"Oollo~"01/511;'
0"1011: A
~ C
I' oCI:
.]" G. 8
6. 0 r- "Ol"s .s:
~/r
./ / / / / / / / / / "?'-- c. ro c
Saddle ~ ~r-- H Ditch Grode -.......
////y/ ~ . c:""""""'"
~,i
'\ to
L..- ___'-
~ 2' 50d
TYPE C
Cl>
'-
o
:::e
~
Grate
I
'-
a
lD
81
7..
e.
~
~
~,_L-
.
I A
.J
~. ~
D
c::
~
~
~
--
~-
"
Width Of../ \
Slot -
"-
B -.J (~St"WOI
Slot oepth1 -
12" Unless v:v :
Otherwise \-_
Shown On -
PLans ~ ~~ .",_
v .
- ,
I;SLOTS NOT I
PERMITTED ON
SIDES WITH
GRATE SEATS
~
..
...--- n=~
'--- J_
-
---~
I':~ ~
.... >
~~~~
\
----
1'\
/
--
SOD ONLY
2'
-==-
BARRIER
TURBIDITY
STAKED
Sod
--
=-
0)-
/ /
"
'7 /
~ Width Of I
I Slot '
TURBIDITY BARRIERS
FOOT INDEX 103
" /
l ., /~ ~/
~",- FastentJr'lf JJ ""
Conorete Slab. J" Thiele. Re/nforc<<J '1lfth/
WWF 6Jt6-WI,4xWI.4
D X
of6 I 6'-!7
o
~
,<t ~\l"
..\fI'
ELUPTlCAL PIPE SHOWN
ISOMETRIC VIEW
e.
2'
toI ~ V
~
J'
Not Less Thon 0
No Pipe Joint Permitted
Unless ~oved By T~ Engineer
~
SODDING FOR INLETS WITHOUT
7..
\
r Slot 'v'
E
T
*SIOpe:
To r Pipe For Pipes 18" And Smaller
2:1 For PIpes 2;(' And Larger.
~<:~
.~
SLOTS ANt;) ~NLETS
VI'T"
, , "
'v
TOP VIEW - SINGLE PIPE
SECTION
"'--~.
A!{)N. TRA~(LRS,ldJLL St.aTS
'-;"0..
S
ION BB
SECTION AA
J
NOTE, See Index No. 229 For Applioafion 'dellnes
NON - TRAVERSABLE SLOT
A B
C
E
F
G Single
Pipe
~~
DIMENSIONS
"
Double Triple (})ad
Pipe Pipe Pipe
QUANTITIES
GRA TE SIZES
Standard Extra
Weight Pipe Strong Pipe
I. All exposed corners and edges of concrete are to be chamfered
r
2. Sodding 10 be used on ail inlets not located in paved areas and paid for under conlract
unit price for Sodding SY,
&
GENERAL NOTES
SODDING (Sq. Yds.J
Single Double Triple
Ploe Pipe Pipe
(Cu. Yds.J
Triple QJod
Pipe Pipe
CONCRETE
Single Double
Pipe Pipe
Quod
Pipe
N
J.2Z I 15.ofJ'
18f#
15.0J'
19
'.42
tJ-
JJ
I 1.81
15
6. 6.42' tJ. 6.25' Dimensions permitted to ollow use of 8' sfondord pIpe lengthS.
0/0.40' 0/0./0' DImensions permitted to allow use of 12' standard pipe lengths.
tJ. 0 Concrete slab shall be deepened to form bridge across crown of pipe. See sect/on below.
p- p-
6
a J
-~
...co '--'
TOP VIEW
I
_....J1lIl1.t ~it~
~ ".,-:: 10slOII
eo" , '/loSher,
3" edlllJ1" 0
~GOWO"ll Fot:' [)t1<I
'. C/'IOrnf ,red
, <ttI
~'GO""'Olled60lt
\ .
\ · J StH' Bor
I Jd IMln.I'I~h
~_\J
1\ \ I~ '-$oddle--...
I f -~. "....- u
to,l~ ~~
/' ITact Weldl
....
"
3. For supplementary detoils see Index No. 201.
~
~
CONCRETE PIPE IRQ/NOI
DITCH BOTTOM INLET TYPE C
FDOT INDEX 232
· J St..1 1l:Y.
,. Galvanlled Boff
H.. HeorI Bolt ~1lI [iII..r
Hex HeorI Or Squor. HNI Bolt
May B. Used, Only H.x Nut To
.."'~ -.
.111 (j.
I'~(
~~ I~
~ ~
1,/
PIpe Grut.
\
r-
15'
18"
201'
----w-
J6"
of;?"
48"
54"
6(/'
J ~ ~'-(/ ~'-Ir
~ 5 5'-2" 6'-f **
.LL~a:L.J
7 B 8'-8" 9'-'-
9 10 11'-(/ I('-If
/I It IJ'-.(' I~'-"
IJ 14 15'-8" /6'-'-
14 15 16' - f(/ /7' - go
/6 fl 19'-2" 2O'-f
SIDE DRAIN - MITERED END SECTION
SINGLE ROUND CONCRETE PIPE
I
I ~
WIre M.sh ~ ~
~.- ill 1 ii-,- :
1tr !
-
~
* To be omlffed 0tI trolllfIfJ downstreom
If)(/$ 0tI dIVided roadways.
~
lo
~o
~
I
'J :"\ i
,~ ~
FOOT INDEX 273
t'-- -/~\ " ~ "
1......0--1..
Note: ;: J. bolts ore standorrJ for
011 gtT1fe fast_rs, ezeept when
the oontrocfor ,'ects to use /he
slotted upper /toles for tlte
Int.rmedlaf. fostllllers 0tI tllJltlple
drain pIpe. wh1dI JlIII requIre the
followlfIfJ bolt I.~hs:
F,L.......... _
She~:t:".SS~ I-
to,
,
1m I
~ /
P"
i
fiDE VIEW
U5 L
END VIEW
GnIt. 511.
ISIfI. .. X - SIg,1 Bolt LefIfJth
2.~ 5f
,. f/
Jf 6;'
.(' .,.
lo
II 2"
Ref.
L I
The 6I1C/f1<<1~' sholl be tIIl1de wilen ""
fabrkJtMd UflIf l':$llbJecI to lrt1nr1rdouII IIouIs
ond rtp<<1fN . ffJ- TOC/( welds ore ~/'IItItted
for kal or Job.. f fobrfotJfl/lll. GtllvvnlZlfIfJ
fNer w.1d<<1 not required.
j
L
1. I
~
Ref,
· 4 Il:Y
'.~ :~
1'."*
:-...... I Alternate Arrangement Of
I ,...........~ Bell ReInforcement
." -~ ":' '., I
'L c. J "'f-.-............ " ,.,.1
.---.L-+-60. '(OK' ...................... . :" . 'I'
. .' .!.
'.;'.~. T
I
'Oi
~,
FOR ALL SIZES OF SINGLE AND l/UL TIPLE DRAlN PIPE
FASTENER UNIT
**TO be UHd /III1y wilen fJffIles or. oolled for In "" plans.
JO. Mox.
L
I
f/ -I
"
I
.
SCHEDULE OF BELL REINFORCEMENT
Classes II, III, N, JZ; Wol1 A, B, C
~r Mln,
J. 1k1xr--J I"
BOTTOII VIEW
I
!!
i
r MIn. ~ Bell Lgth, t 2f MIn.
--4~A
'.~::;W ''':'''':''-~~:~;, II... ~ PIpe Shell T
.,1~114:"~':-'", ~:~~. -.II.~o!' J (Varl,,$)
tf. r Steel Btx ., A A""..- .
(See O.toll Rlghtl -.-\ -.:r .I
Varies r
-4 . Bolt 010, Y '2 4 . Bolt 010,
~ 4. Bolt 010. Mln,6L Or 8ell L- +J." I//n.
~:~ ( n-r"'-
~ ~~ \ (+ +) -,f-tf~r
.. ~ r....... Steel Btx
()ptlonoJ ShoP!
r
".,1f .... '" ..., l'.\.
L .-.r
Fktf rI....r (/ Req.1 - ~
6f ~
"'-- f. f/ Bo It May Be Slbtfted
Atdrors requIred for ClIP 0tI1y.
AAoIrtIr. .....r t1IId nuls to be (JOIVOtIlled stHI.
Bend anchor wMre ,equlred to center In CKJfICt"tfe
slob, o-I(Jed -'_s to be repolred rrffer belldlfl(/.
AAoIrtIr, ",.. 10 be IP<<*1 0 dIstance eqvol to fflll'
(-41 comJfItIfloM. P/t1ce"" onchor, In "" aut,1de
cr.st of ~1on.
Fklt WIISMr 10 be pktDed on Insld. wall of pipe.
/101., In "" 1IIffer<<1 end pIpe or. to be dr med or
{IUIChedt burntfl(/ /lOt perMItted.
I
+ r f IIln. C(Ner '.;.
+Tf IIfn. Cover r..
. ~ ~ ;' Mln, Cov"r
. lIax. - J(j' 010. ond Lorger
. r 1I0x. -Smaller Thon JCI' 010. Rubber Gasket (Round Or Profile)
(Round Rubber Gasket Shown)
*AII clrrMl/f,rentlal steel loooted aboVe this line
within 1.75 L Is d.ffned os bell reinforcement,
'.;.:~. 117 ,)1~
NoIIPI/IOI
PI".
O~t.,
De,lgtt
Bell
Rtlnf_t
Sll IN, PER FOOT
IItIxl_
Relnf_t
Under Tol.ranc.
Sll IN. PER FOOT
,;.:.
/I L." ,. -(f "
lye TlIbIes For D"""s
I
I -, 5101 I'
_~ 'I" m-'~""
~ II
ofZ'
0./6
0.010
r
I
I (
~ ri ~ft
Int.,;k Fastener r For ~II
Multiple OrvIn Pipe Only. H SIDE VIEW
Opt,.", For Top OpenIng. I
fl. ~ Or 6" "III Head Cut, f Oe.p. I
IL ~ Dr-fer Drilled Hal..
e.'" /I ~ Slot I
8Oftl/III Openlflflt f X 2" S lot I
damt
Ii
All bor,. bolf,. fWIfs md .washers ore to be (/CI/'Ionlled steel.
Boff dl_ters sholl be i for 15" to J6" pIpe and r for
of;?" to 9:1' pipe.
Two ~ requl,ed pe' JoInt. Ioooted 60. rIght ond I." of
bottotfI center of pIpe.
Bolt holes In pipe shell are to be drilled.
4 . Boff 010. 0 VarIes ~ 4 . Bolt 010,
I I I T1 1. 1"
T~ Le~ L-.... 2, . 'f Sfeel 8tr
~<sn 0.''''''''
".~ .;"...,. ...~. '.. ~ L PI". Shell T
.~"'~':i?' :..,;;.. \:. L IVorlesl
I
p
( JL Or 8.11 Lefl(lftt +Jf I//n.
I
0)
END VIEW
-
-~
I
~rx2"SIOl
Vorles 1I0sonry PI
JOlnt'l;-t , ~
W(Nen Or Non - Woven ",.".,.---
l!Jl' I:t' I __ Fllfe, Fobrlc _______ .
I IIln:rllln~V Type ~
I .... ex 199)
I Securing Device
.........
-
Vorles ,
~---..:.L W(N.n Or NOfI-W(Nen
~ lIin. ~ -1 , Fabric
-, ~ Seourlng Devf<1f1
-.
...f 8". Pipes To 6d
I:t'. PIpes 6ft To 108"
16", Pipes Above 108"
@
TOP VIEW
Note: Unless ot~rwise called for In the plans. the
cost of plugging pipes to be Included In contract
tJ/Iit prIce for new pipe.
I
ANCHOR DETAIL
ROUND PIPE
PIPE SECTIONS
PIPE PLUG
S.. ~I Nflfes, Sheet 6.
Cost of 'Iff.r fabric Jocket to be Included In ODSt of pipe cv/'lerls.
GRATE DETAIL
FOR SINGLE' MJLTIPLE DRAIN PIPE
CONCRETE PIPE CONNECTOR DETAIL
FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN
FIL TER FABRIC JACKET
MISCELLANEOUS DRAINAGE DETAILS
FOOT INDEX 280
SIDE DRAIN - MITERED END SECTION
DETAILS FOR IOlND CONCRETE PIPE
FOOT INDEX Z13
~. ~~ i
~u
z~ ~ CO
:g ~i ~
i~ Wi -c
o ~ ~
oc(
o
. Cf) 00
U~tO
zo~
_>-1
w'<:t
.. > ~
(f)~
W:J
~Cf)
<(
U
o
(f)
(f)
<(
~
(/)
~
Z
-
o
:I
~
<(
o
0:::
o
..J
Cf)LL
a:::~
Wo:::
z<(
zo..
<(0:::
--.J~
Q..z
~
,r- Sod ~ ,. I / B""",, '" - C"""
7.. I/A-:s
-'- r ~
DETAIL OF BELL & SPIGOT CONCRETE ROUND RUBBER GASKET SHOWN
PIPE JOINT USING ROUND OR PROFILE RUBBER GASKET
o
...J
<(
Z
o
o
Cf)
~
W
W
Z
o
Z
W
W
..J
m
<C
C)
..
en
'-'
z
a::
c..
(/)
Wa::
Z~
Oz
I-~
(f)
~
"0
Z .
~~
<(~
0=0
Din
0)
---...
I'--
o
'<:t
'-'"
I
~
0:::
o
Z
W
::>
z
~
<(
~
n:::
<(
0..
o
o
N
N
<(
o
-
a:::
o
-.J
LL
l.L.
o
>-
.-
-
U
1 ~ ~
I,~ -oj I
U
w
~
mt
<( ex>
u '<:t
:J 0
a.. ~
a..
oe( N
~ '<:t
o ~ t5
z 0 t=
Ul 0::: a..
~ u.. Q:
oe( u
~U~(/)
W W 0 Z
0810
(/)
>
w
n:::
f-
::l ~
o <(
I ~
X W
...........0
I- Ul
::l w
o ~
I
w >
Z w
:J a:::
,...., I'--
m Ol
I I ~
to ..- oc(
I I 0
to ll)
~, 0
,... ..- Z
0::
lLJ
m
~
::>
z
m
o
-,
1'0
o
..-
LO
(j)
m
ex>
I'--
N
1'0
~
oc(
U
(f)
(/)
~
Z
o
o
<..?
,.....
m
I
'<:t
..-
j.: I
m 1'0
o
w
~
U
lLJ
o
~
oc(
o
~\ !
.
j.:
m
o
lLJ
Z
~
V;
lLJ
o
I
1'0
~
oc(
o
I'--
m
I
'<:t
I
1'0
oc(
0::
o
~
oc(
o
(f)
..J
-
<(
t-
W
o
W
C)
<(
Z
-
<(
Ct:
o
(J'l
:::>
o
w
z
<(
...J
...J
W
U
(/)
-
::E
t-
W
W
J:
en
~
....
ll..
o
....
..-
r
I~<
,:;"..
j,~t' ,>
! ..:..:(: 1
4 r;'"
~ '~
~
, i
':'"-
~ ;
.,
','j
i
t ~.
,
I
!
,
~~
~.
~
)
,
t
~"
,
r :
!
,
,
f.
l-
F
l ..
~.
&
~
i,
o
~ LJ ....
(/) ~...J ..
.. <~
t;Ft:<
W...._O
JW~O
OWal_
o:::::r:::>O
Q.. (/) (/).::>
LL
o
.... to!-
::r: z
(/)
, /
""1
~d
(SEE ~TE I r
t
- COMPACTED
,...- '''.~/
~
t
~
BACKFILL ,
COMPACTE 0
SELECT MATERIAL\
,....
_BiC ,
I
I ;r-' Bc/4 (6" MIN.)
~;. ~;a. /: ·
'/ >:>h.oo....! ~ A t-Be/4 (. · WIN.) " t
CONCRETE --... r/ /./ ~ ~ \ r .l- ~-- CONCRETE
""-... / /Y , I ....
~ ~ 1\ - -t . '1' -, .,
Bcl2 - ..;~ ~~ 0\ .\, I ~ ~ .,.,., -- B c/2
.1 , '....--=j~ ;.,~., ~'-8c/4(4"MIN.)
~.~ 'l' .~Y/A~ .. UNDISTURBED SOIL
Bc/4 (6" MIN.) J/ PIPE \ COMPACTED GRANULA"
BELJ- BE'DDING MATERIAL
8cI4 (4"MINJ---'
CONCRETE CRADLE
....- ,_._. - - , -
CONCRETE ARCH ENCASEMEN.T >
. .
~
CLASS .. A" BEDDING - SPECIAL CONDITIONS
BEDDING 8 TRENC IG NOTES
I Bc · PIPE 0.0.
Bd · TRENCH WIDTH AT TOP OF PIPE
MAX. Bd- Bc+24"
MIN. Bd = MAX. DIM. OF BELL + ff. (UNSHEETED TRENCH)
MAX. DIM. OF BELL + It' (SHEETED TRENCH)
2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL
BE AS REQID TO REACH SUITABLE FOUNDATION.FOR
NON- CUSHIONING MATERIAL. DEPTH SHALL BE 6"
BE LOW BOT TOM OF UTI LIT Y.
3. SHEETING SHALL BE DRIVEN BELOW THE UTILITY
INVERT IF REQUIRED FOR LATERAL SUPPORT OR
UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN
BELOW PIPE INVERT. SHEETING SHALL BE CUT
OFF A MINIMUM OF 12". ABOVE TOP OF PIPt
OR HIGHER AS AUTHORIZED BY THE ENGINEER.
AND LEFT IN PLACE. IN NO CASE SHALL SHEETING
LEFT IN PLACE EXTEND HIGHER THAN 30. BELOW
SURFACE GRADE UNLESS SPECIFICALLY APPROVED.
BRACING SHALL BE PROVIDED AS REQUIRED.
-'1Is~1to')
.
,\. , .
tIOSTUR8tD ~l'
TV" ~
.. I- ....1
. ---1' ['\ r"~;" -".."'"'~
T:I~~C:. EDGE Of oJ
-- I :1:' CROSSCUt CONe. THRUST. . ~
1M ,;.. - .0000KtTYP.)~~.
. UHOISTUROEO'
. _ ..,: ~ ~ au<<. MATERIAL (lYP.) .'
. :~ ......:\. . -.. . .
. .~~. ., TMAUST BlOClC .. :....
Mltr AREA (SQ FT)
WOOO fOAM OOMO
BEHIND DELL SHAL
~OT lNT[RF(R[
WITH JOVfT (T Y
~
AR(A 'OR OEGR((
Of 8(ND'
.-r. "
,1I ~ ,'"
. 1.
e.- ,.,.
. .' ,T.' -to_
, .
.'
--1/..
.' .~
'Inl
CONCRETE
T t1RUS T UL
[00[ Of TRENCH
.CT YPlCAl )
- .f ,
TYPI CAL
BENDS
ION
\ AR(A rOR TCE
\
c. ,:...(~~.:~.\I..\I.J.. 'J
'\. .0. .....
\.. ...... ,,",
~ "~' '::,- ~ :'. -ARCA fOR PlUG
,.,~..~ ~ r~
, bL .
A_(:~ ~ roo T[
oi...(.. { .'. .' ..;/. ~.........-'.;.
,.. .::..'
_X~:..,.
-- ...-
J
/.
. .
. .
"
-
. .
"..
~.. ~~~~_TOP~ .,_./~CAP
\",,~ ......"'. '--. .
.' .. c:,~;.;.-;t~'r \ :.. ~:2"lisn
. .' ._~~. ,; A:. .y2"90. ELL
"--J,.,!*i:;~?'ot".~.1Mt ELL, ,/.. !. ....;:,... METER BOX W~
',-, ' '-- -...
~ "uwnT-- ". - w.r ......JI-rr.,.::\?; .
· ~~ r, ',L i~~~:rV~OR
, '- e.lNtlQ!'Tl nRUrf IJI..GCK
! _.. J
~,
.; \
" ~
:.
l
. .
;' ....
~!' .l.
; .
i I
! :
,.....
-.....
.8 LOWOff
r )1--..:< I
DETAil
, ,
I
"
.
.
\
-COMPACTED BACKFILL OR
OTHE R FINISH
/
,
t
&ae- 61& WW FJ
AS REQUIRED- --...~
6- MIN. '1 ~ '-.;
~ 12":K
MIN.
I~
~
I
~SCREENED
FINIS~
v
.~,
'-'
I... Z . i
~VCUT OFF TO j
o BE REMOVE D .
Pi)
/ BRACIN~
A..;: · ~..
~ . -.
I
J
..-,/
/
-
[)(
COMPACTED BACKFI LL
AS SPECIFIED FOR ./'~~
BEDDING TYPE-----
r
j-
l
I
1211 MIN.
~., ~-
PIPE
I
.......--1-
"""('~--- I ~
(l j '\: \ ~ SHEETING
1 ~t · -~ I ~
BEll
i
1
I
..
I
f
SPECIAL DETAIL
I
I
18.. 18". Sll
CONC.COLLA
~SET ToP OF VALVE BOX
TO FINISHED GRADE.
r
...
EXTENSION STEM WITH
i' SQ. WRENCH NUT .
AND UPPER GUIDE' ad ~ 3 CLEAR
REQUIRED FOR f' 'TI . -'.
MORE THAN.4 DEPTH. L~ \:~ --.!J~i ,. ~
-~. .... T j' r \--4 BAR ;
. . ~~ ~ ALL AROUND<<
JI W
BOX SHALL NOT ~ ADJUSTABLE ~...,,-.
REST ON VALVE i VALVE BOX ' 0 .
OR PIPE ~ I ) ~ ~.
VALVE (TYPE -~= ==- ~ i
AS SPECIFIED)-~ ~ -
. ~~ -'
(
.- ,.....,.,......:..""""'.~ ~
1'0(,( ()f' // (~-WOOO DlOCKING (TtPI
THlNCt~. ~ --f ',1'
IT YP) \. /. ,
'\ . <: ~AH(A fOR
~,.,-:-:,,~,,:""\1oO:"""~ '. PLUG
1:, .0 ~
,
'-_ -1- WATER
__ MAIN
.~jo'.
~:l
E WITH END PLUG
PLUG
: , l;.,.. '"';
-
THRUST
LOC
DETAI LS
.
SCHE
OR THRUST BL
AREAS
PIPE
SIZE
. (IN-"---
4
6
22n- 1,1..-
BEND BENO
(!O. Ftl (SO.FT)
DE SIGN
PRE SS
(PS I)
45-
SEND
( SO. F t
1
3
4
7
9
TEE 8
UG
FT. )
O.
FT.)
2
4
8
12
17
9
12
, -'
.
l::fQR.: THRUST BLOCt< AREAS COMPUTEO ON BASIS OF 1000
· LBS, PER SQ. FT. SoIL RESISTANCE BEARING. CZ,OOO "IN.
Sf:[ NOTE ~
'-
..eJ.ef;
~
Ati.O .. U~
CONCRET E SUPPORT
(AR EA FOR PLUG TYP)
,
DETAIL- VALVE a VALVE BOX
t
I
~ ~ (SEE ~TEIl-
I t
\i '~
.' Z W BC'~~~~~~~~~I~D SELECT
~ i '~k.a<. ~~: ~COMPACTEO GRANULAR
~~<</ ~ ~ :/ BEDDING MATERIAL
PIPE BELt-~7h:- _ Vh.
~/" ~ ~ -I.t1 ~ ~
~DISTURBE D ~ ....,"wvr~~ _~'~h., "., -; _
SOIL Q6 Be ,.J -"7" ~ .., ~ ~(SEE NOTE 2)
.
(TOTAL~ y
. NORMAL IRtNCIj l ~BANllLAR BII;DDING ,.
C/)
...J...J
...J ~ u:J
~u~!
.... c/),
x a: C/)I
u u.I 01
z>a..
~'C/) C/)
.... ~ ~
r ..,.."',
~
l---. COMPACTED
I '
BACKFILL
...J
~~~l
....iU...J
a:a:~
~....~
y ,
C LASS II e" BEDDING -' NORMAL CONDITIONS
PETALLS
TEST coac (nil)
THR(AO(O
I'lf'Plt eM) ~
PR[SSUA[ ~
WAGE WI ...I .....
VAlVE
(TYP)
F1NAI. GRADE
OCQ( VAlVE
8AC1Cfl.OW Plll[\'[NTER
F'[BCO ~..o
GATE VALVE
7jUNlCN
. (2 R[OUIRED)
to" BENO
(2 R[QUIAEO)
.... V SAMPUNG
TAP
I'J\... ..
--...
'-101
J[ ..~
J :l
GATE VAlVE
~
I,r MIN DlSTANCC
'1 "AX DISTANCE
, 2. MIN
2. GSP
.....
('....---] -. -u-fXisnNc-wAiN------4 l
Q---.---- -- ~--.-----._------------4I
I NEW MAIN
I
L TVf!NG SlEEVE wI
2 GATE VAlVE (T~)
11[-IN VAlVE SHAlL BE lOCKEO .. 'DC Q.OSEO
POSInON ~ OPERA TED BY PA1'8 POtICNHEl ONLY.
F NO VAlVE PROVIO[O. MAINTAIN Pln'SlCAl SEPARATION
UN11L OEPARNENT or EN\'tROHMOtTAL PROTECTION
LET'ItR or Q.EARANCE IS REct.'tCO.
1JMPORARY ~C1ION
NTS
PRE:PAREO BY DONALD .. MciNTOSH ASSOC.. INC.
-c:
_ ...lIIl.
m
y 1. BRASS
I \. CORPORATION
STOP
CURB STOP WITJ
METER COUPLING
LOCKING TYPE
TIE SERVICE
- TO 2X4 BOARD
::::::>-
PLAN
\
EDGE OF
PAVEMENT
BACK OF
CURB
I a
RIGHT OF --............. ~
WAY LINE I I
SIDEWALK 7 I
~/
r:~
"'.' ,
- ..~"~'''''''I:''''~?'
BRASS
CORPORATIO~,
STOP
~ WATER SERVICE LINE
1. ASTM D2737 PE3408 TUBING
A~
f/ ""'i _
~~~
45" rAX
PROFILE
NOTES:
1. METER ct METER BOX FURNISHED
BY THE CITY OF WINTER SPRINGS
2. SERVICE LINES CROSSING UNDER
PAVEMENT SHALL BE ENCASED IN
or PVC PIPE.
wswooe 12-11-13
CITY OF WINTER SPRINGS
SINGLE SERVICE POTABLE WATER LINE
SERVICE CONNECTION NOTES:
1. SERVICE CLAMPS (DOUBLE STRAP) SHALL BE USED FOR ALL WATER
MAIN CONNECTIONS OTHER THAN DUCTILE IRON.
2. CURB STOPS SHALL BE PLACED AT R/W LINE AND PLUGGED
WITH TERMINAL DEPTH OF 1.5' BELOW FINISH GRADE.
3. METER SHALL BE INSTALLED IN THE R/W AT THE PROPERTY
LINE. IF SIDEWALKS ARE PLANNED, APPROPRIATE METER BOX
WILL BE SUPPLIED AND INSTALLED BY UTILITY.
RECORD DRAw.C CERTIFICATION FOR PHASE
CONlRACTOR HEREBY CERTIFlES lHAT THIS DRAWING HAS BEEN
MOD/flED TO SHOW ALL OiANGES TO THE ORIGINAl CONSlRUCTION
DRAWINGS AND ACCURATELY REPRESENTS THE FlNISHED CONSlRUCTION
BASED ON INFORNAllON FURNISHED TO DONALD W, Mc:lNTOSH
ASSOCIATES. INC. ON
RECORD DRAWING CERTIFICATION FOR PHASE
THIS "RECORD DRAWING" IS BASED ON INFORMAllON RECEIVED FROM THE
CONlRACTOR ON AS TO LOCAllON AND DETAILS Of
THE FAClLlllES ACTUAL!. Y CONSTRUCTED. THE ENGINEER HAS NOT PROVIDED
DETAILED OR CONllNUOUS OBSERVAllON Of ON-SITE CONSTRUCTION NOR MADE
WE ASUREWENTS. BUT HAS WADE PERlOOIC VISUAL OBSERVAllONS AND HAS
OBSERVED THAT THE READILY VISIBLE FAClLlllES HAVE BEEN REASONABLY
INSTALLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE
RESPONSlB1UTY OF THE BUIlDER AND IS NOT INCLUDED IN THIS CERllFICA llON.
DONALD W, WclNTOSH ASSOCIATES. INC.
BY: DATE:
NOTES:
CONTRACTOR:
BY:
NOTES:
DATE:
NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED
A
ft STANDARD HYDRANT
2 1/-r HOSE / WITH 5 1 14- OPENING
NOZZLES~~
' , CAP CHAINS t-
BREAKABLE %
BARREL COUPLING ~ ONE PUMPER OUTLET NOZZEL ~
OR FLANGE ~, ~ ON STREET SIDE z %
....., :ix
FINISHED ~PROVIDE CONCRETE COLLAR '10 ~
GRADE IN PAVED AND UNPAVED AREAS I ~
lO r=::;;: -
~.--~ 18"X18"U. CONCRETE t
COLLAR WITH 114 REBAR
DRAIN VALVE
SHALL BE PLUGGED
~L
~
:::;:
J
~
CAST IRON BOX
3'-0" MIN
COVER
ft MECHANICAL JOINT
GATE VALVE
~=~
1/
/ I~ \ m ro
L LOCKING ft HYDRAN~ '
ADAPTER AND HYDRANT
TEE, OR 3/4- TIE
RODS (totlN 2 PER
CONNECTION PIECE)
ft CONNECTING PIECE--J
NOTES:
1. THE HYDRANTS ACCEPTABLE TO THE
CITY OF WINTER SPRINGS SHALL
BE EITHER THE CLOW * 42 MEDALlON
AMERICAN DARLING 884B, OR THE
MUELLER A-423.
2. THE BARREL SHALL BE PAINTED YELLOW
AND TOP nL&.OW
3. GRIP RING OR MEGA LUG RESTRAINTS MAY
USED IN PLACE OF ALL THREAD RODS
lIRE HYDRANT ASSEMBLY
. .'
.,
",
.
r-c:
STRAIGHT U BRANCH ct CURB STOP
ASSEMBLY WITH 7 1.-r SPACING
..IlIl.
In m
W 'W
\~
I Y 1. BRASS
I \"CORPORATION
STOP
-
0-
..JlIL._
"'- 'Tn m
-
CURB STOPS WITH~
METER COUPLING
LOCKING TYPE
TIE SERVICE
- 0 2U BOARD
PLAN
I a
~:
I j
7/
.,
\
EDGE OF
PAVEMENT
BACK OF
CURB
RIGHT OF
WAY LINE
SIDEWALK 7
.""
r;::'
r," ,
:JL'.: , .:.~.
~:"'."'~'.
BRASS
CORPORATION ..,
STOP \
~ ~ .-5. ~AX
f/ ~_ t
~~
~ WATER SERVICE LINE
1. ASTM D2737 PE3408 TUBING
PROFILE
NOTES:
1. METER ct METER BOX FURNISHED
BY THE CITY OF WINTER SPRINGS
2. SERVICE LINES CROSSING UNDER
PAVEMENT SHALL BE ENCASED IN
or PVC PIPE.
WSWOOS 12-11-13
CITY OF WINTER SPRINGS
DOUBLE SERVICE POTABLE WATER LINE
NOTE:
ALL WA TER LINES WILL BEAR NSF LOGO FOR POTABLE
WA TER USE.
ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
SPECIFICATIONS OF THE CITY OF WINTER SPRINGS, AND WILL
BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE.
~o
z~
(j .
~(/)
.l!:!
~-<
00
-JO
<(/)
z(/)
0-<
o
· (/) 00
oo::~
ZOv
_>-1
v
.. ~ ~
(f)o::_
w::>"
J-(/)~
<( 0>
00
o ~
o r")
(f) <
(f) ~
<( g
LL
(f)
:I: eJ ~
Ul Z ~
2 ~ Ct:
r- .....J ~
za..z
- ~
U
~
FE
~
z
o (/) ~
0::<
-J W ~
<W~
Z Z 0...
008
OZN
WN
-
13
-
<(
o
-
0:::
o
....J
WI.&-
.-J ..
m~
<(~
"0:::
(l.
(/)
WO::
Z~
Oz
I-~
(f)1.&-
o
>-
~
-
()
,,~
Zq
~~
<(r")
0::0
Qle;
en
'4
-.
~
-
ca
~~
,~
, ~
\ ~
,.\ ~
't~ ~
~
-<
o
~ :lC
~ l5
'"
~
.....
~
......
~
\
~ ~
F
..... Q.
~ it:
'" U
\II ~ (/)
o 0 Z
" 0
~ (/)
~ >
~ W
0:::
~
:t
'"
~
~
~l!:!
. -<
..... 0
~
..... 0
z
0::
W
CD I"")
~ 0
::l ......
Z L()
~ 0>
..,
~ (/)
-< ....
~ z
e l"-
e ~
<!) ......
N
I
0;:. C")
CD
o
w
a ~
.... ,...
::r: 0)
.... I
~
N-
o;:. I
CD C")
o
w
Z
~ ~
w ~
o 0
.\
0... .....
'-' en
Ct: I
......
N
I
0;:. C")
CD
! ~
0:: ~
o 0
(f)
..J
-
<C
t-
W
o
0:::
W
t-
<C
3:
....
w
W
I
(/)
.
~
u..
o
N
....
PRECAST MANHOLE
WALL - '-
PRECAST MANHOLE
WALL --
r"'v'-
A
V
STAINLESS
STEEL
pIPE
r- CLAMP
4 :.
TRANSITE COLLAR ... ..:.
ENCASE 0 IN --: .
NON-SHRINK GROUT . ..
FLUSH WITH ~ .
MANHOLE WALL - "- ~
.....
p VC or-1
DIP ()
',.
. .
".
FILL WITH
GROUT ---
STAINLESS -----.. .\ ~
STEEL BAND - r ~ PVC or )
MANHOLE INVER~ ~ ~ DIP ()
, ... . _ RESILIENT
.' ",." .' , ~ CONNEC TOR
. ;. . . ..
~')
MANHOLE
INVERT .7
/~
'. ..
. 4" . ". .. .' '.
l# . .... . '.' '. _4 '. '. .'\.
~ . ~. '.' ..... ~.'. . ...
~'
?
. .' '. .
<J"C
ALT. CONNECTION
fO,
TYP. CONNECTION
MANHOLE
CONNECTION DETAILS
SEM co 2-89
..;"
INSIDE WALL
OUTSIDE WALL
-
..
.~
,
PRE - PRIMED JOINT
SURFACES \ TYP. )
,
~
. ...
RAM -NEK or
EQUAL PLASTIC
JOINT SEALER ~
WITH PROTECTIVE ~
WRAPPER REMOVED:. j
..~
~ ~
-,
\>.
COMPLETED . ~'VSOUEEZE-OUT
JOINT WI
SQUEEZE - OUT \ ·
.~
.. '
..:J
Oft
~.
f!.
TYPICAL
"
JOINT
DETAIL
SEM. co. 2-89
\
S:;:' P.V.C. PLU.G
.It .,
K'/ W(::~{< ~:' //.<<" FINIS...ED
~~~~~
~~ 8- PV.C. go- ELL
~ AND RISER
V ASSEMBLY
(TO BE REMOVED
WHEN CONNECTION
IS MADE).
NOTE I
LAMPHOLES ARE TO BE USED
FOR SURVEY AND INSPECTION
OF SEWER STUB-OUTS WH ERE
PROPOSED EXTENSIONS
ARE INDICATED.
..
.It
~~"';:
p~
~
GR ADE
I'
.
1l-
C
SEWER MAIN
6
L...--
~
I
I
I
'.;""
..., .
DETAIL
SEM. co. 2-89
LAMPHOLE
~
M
,....1- -I....
t.!I',.,: iii&_ >.,.,1'
~--~~
Il 1=11 "- COILEO lUCINC WIRt
11 ,I (TY'ICAl)
~~ ,I
)I~ ~I
I I ~\
: II
I I
I 1
, ,
If,
~ TAt'[ AT S' INTERVALS
'I.Pt ~T S' tNTIIVAlS-
'" I
----; ~ ~ ....-
\ \~
\"T 7
12 lHHN souo COPPtR
/ .-~
-------
'-
~
w
j!
o
o
o
~..
O~
.0
-'z
c(
u
o
-'
o
~
.. ~ ~
t)FI=<
Wr-_O
""w~Cl
ewm_
0::::1:::>0
a.. (f)a.(f) >
me 0
I- r-
~ z
T~~~ WIRE GENERAL NOTES:
I. PIP(. \IIIlC ,~ WIRE IS 10
1NS1AI.LD OM .u. P01ABl[ WAltR
IIEC&ANtO _UII .ufO SEWER
FOK( ......
1. sysrcws-lttAClNG WIRE SHAll AllOW
~ or AU. "P[ IRAMCHtS
\NCWOII(O tMOSt FOR HyO/tAN1S.
tRACIMC WI: SHALL Bt INSTAlltD
0\/11 TIC (MT1It[ ltH1H or TNt MAIN
AND stMtO TO THt MAIH [vtAY
, rUT WItH OUCl lAPt. WIRE
$MAlL E1rtDto A ...IHlt.lUW or 12' AGOvt
CRAOl AT ~ INTtRVAl ANO SHALL
It COUD AND P~C[O IN A Vl.LvE 101
roil USY *[SSII'UTY.
3. ON DUD tND \,IAlIIS THt TRAClNC WIRe
SHAll It PLActO IN I. PlOPl,",Y IOtMT-
If'ltO NC VALvt lOX AT 'Me tNO or
THt RUN.
,>-
WSJOOt .'1-11-13
CITY or WINTER SP~.lNqS
TRACtNG W1RE CON~ECTlO~
t
SEE MA~HOLE
CONNECTION
DETAIL.
CONCRETE BASE
FLOW CHjANNEL DETAIL
SEM. co. 2-89
NOTES:
I. FRAME WEIGHT TO BE 220 LBS.
2. COVER WEIGHT TO BE 170 LBS.
3. WE 'GHTS TO BE STAMlPED ON FRAME AND COVER.
4. COVER TO BE MARKED. SANITARY
SEWER
-.-
5. FRAME AND COVER TiO BE TRAFFIC BEARING U.S.
FOUNDRY ~227 OR EQU~L
(/)
<t
W
a:: (/)
<l <t
U LL'
~: Nt
z ~ r
o 0: I
Z... [
. a /
..... en
FR AME a COVIER TO HAVE
MACHINED SURfFACE
/
27"
2411
PI
ij
"
" .-~"~.. ..]
L--..-- --
36"
.-
CROSS SECTIOl'J
RECORD DRAWING CERTIFICATION FOR PHASE
CONlRACTOR HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN
MODIFIED TO SHOW ALL CHANGES TO THE ORIGINAL CONSlRUCTION
DRAWINGS AND ACCURATELY REPRESENTS THE FINISHED CONSlRUCTION
BASED ON INFORMATION FURNISHED TO DONALD W. MciNTOSH
ASSOCtA TES. INC, ON
RECORD DRAWING CERTIFICATION FOR PHASE
THIS 'RECORD DRAWING' IS BASED ON INFORMATION RECEIVED FROM THE
CONlRACTOR ON AS TO LOCATION AND DETAILS or
THE F ACtllTlES AClUALL Y CONSlRUCTED, THE ENGINEER HAS NOT PROVIDED
DETAILED OR CONTINUOUS OBSERVATION .OF ON-SITE CONSlRUCTlON NOR MADE
MEASUREMENTS, BUT HAS MADE PERIODIC VISUAL OBSERVATIONS AND HAS
OBSERVED THAT THE READILY VISIBLE FACILITIES HAVE BEEN REASONABLY
INSTALLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE
RESPONSIBILITY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERTIFICATION
DONALD W. MciNTOSH ASSOCIATES, INC.
BY:
NOTES:
CONlRACTOR:
DATE:
BY:
NOTES:
DATE:
NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED
.. DOWNSTREA....
LOT LINE
~
I
AS REQUIRED
)( z
~ 2
~'-~
.. 'f BRANCH WITH SPUR ~ l
30" CURVE ~
[ ~h 1) L--
-u" T
6"x ~' DOUBLE WYE WITH 6"
CLEAN OUT INSTALLED TO 3'
ABOVE GROUND SURFACE
SEWER WAIN ~
SIZE VARIES 1--'
oJ
fLAN
...,
~, 13' WIN.
GROUND LEVEL
'-,
25 3/4"
r--- 1
1-1/4" ~l
11 -
....;
.f
~'-
6" MINIMUM
SEWER WAIN
SIZE VARIES
V
1~ )}
_"i'
o
DDCODDD
DaODaoaae
caaDDDDDD
aeDCDODDD
SANITf. RY
SEWER
DDcaOOODa
NOTE:
SERVICE CONNECTION DETAILS
SHOWN IS FOR A DOUBLE PVC
SERVICE A SINGLE WYE WOULD
BE USED FOR A SINGLE SERVICE
.fBQ[lJ.E
WSS001 03-20-95
CITY OF WINTER SPRINGS
TYPICAL SEWER CONNECTION
......
OF
FRAME
CROSS SECT:ON
OF COVER
~......
STANDARD
FRAME AND
COVER DETAIL
SFM 1,0. 2-89
AS REQUIRED
AS REQUIRED
~ CLEANOUT AT
R/W UNE (TYP.)
.. '(' FITTING ~l....-.....)
30" BEND ~ \
\h- r ~h) I )
--
- LOT LINE
@l )
(~
___________EDGE OF
PAVEWENT
SEWER WAIN~
SIZE VARIES
~I-""
~~
MANHOLE FRANE 8 COVER~
FRAMES BEOOEO 'IN MOfTAR, \
.'/~~
~
'i:
/SET COVERS FLUSH IN PAVED
AREAS AT ELEVATIONS SHOWN
IN UNPAVED AREAS.
~ 0/
~.. ~V~~/ 2 COURSES OF BRICK (MIN'>
z ~ ~ 4 COURSES (MAX')
ld
5 II MIN.
41-0"
-
SEAL COATING
PER COUNTY STANDARDS
"l~
~, r
~
" \ II
6" MIN.l ~t\ I
D. ~_l
r:::J~
.', ~\\\ /' 21..',.,
. . . , '\: i\o. d~ . .
.. .'. .'.. ::~, : ..: ~. . .'.
~ tL ...... · ... ." ~
~
-if
JOINT lTYP,)
CONCRETE FILL BENCHING
-1
,.
(
---
PLAN
In
~
a::
~
CLEANOUT AT
BUILDING (TYP.)\
....1
CLEANOUT AT
R/W UNE (TYP.)
EDGE OF
~PAVEWENT
1)
w
z
:J
~
0= 1
I CONNECTION
I TO ADJOINING
PROPERTY
I~-
~
TOPS:
ALTERNATE PRE-CAST
I. ECC E NTRIC CONE
2.. FLAT SLAB TOP
( 6M MIN. THICKNESS)
..
~
TERWINAL DEPTH A~ I /
REQUIRED FOR HOUSE.../" -
SERVICE (18" WIN.)
go IIINIIIUII ~
o
-0
'w
a::
In
ct
ROTATE 30" ~ ~
(TYPICAL) 1 V T-
SEWER WAIN~
SIZE VARIES
en
~
a::
~
NOTE:
SERVICE CONNECTION DETAILS
FOR P.V.C. PIPE
PROFILE
WSSOO2 03-20-95
CITY OF WINTER SPRINGS
DOUBLE SERVICE SEWER LATERAL CONNECTION
NOTE:
ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
SPECIFICATIONS OF THE CITY OF WINTER SPRINGS, AND WILL
BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE.
SANITARY
MANHOLE
SEM. co. 2 -8~
~
I t
l
,
.......
~~13
~ ~CD
:c
(/).
ou
~z
z-
'0 .
~(/)
~~
aU
-,0
<(/)
z(/)
0<
a
. (f) 00
o a::: 10
ZO~
_>-1
W~
.. > 10
(f)a:::-.
W :::> I'-
r-(f)~
4: ;;
o ~
o ~
(f) <(
(f) ~
4: g
u..
(f)
:I: ffi ~
(J) Z ~
Ot-~~
-'~
Za..z
- ~
o
~
.
:r:
r-
~
o
z
w
::>
z
w
9~~
< ttl ~
z Z a..
O~O
OQ~
-
II
-
<(
Cl
-
0::
o
-J
wu..
~ ..
(D~
<(~
"0::
a..
(f)
WO::
ZW
O~
t-~
V)u..
o
>-
t-
-
o
C)~
C
Z~
~w
<((/)
.'"
0::0
0:0
en
-
y
~
<
a
TROWEL - FINISHED ;)'-
CONCRETE BENCHING :-
WITH 3/4" p~~ ~ ~
FOOT SLOPE. ~~ 11/~SLOPE
C I I ~ +...L:::. , I TT 'U
n Il..;~ - ~ r/,,: r. r .ll.J
/ .'
~ \ / ": ':. ;" FLOW CHANNE LS SHALL
" ~.
. .... .I) I' . -' HAVE A MINIMUM SLOPE OF
... ~_I 0.30 FEET PER 100 FEET.
-t:1 NO ST~NDING WATER
....-;- WILL BE AL LOWED. -
vO .
SOLID INDENTED COVER
COVER TO HAVE NON-PENETRATING
PICK HOLES
,2"
~~
COMPACTED GRAVEL
I OR CRUSHED STONE
~~~! - IN - .!L~~E_ _l__.___~RECAST CON~~~~
CONC. BASE INTEGRAL WITH 90TTOM RING
~
:c
u
z
o
F
ll.
it:
u
(/)
w (f)
a Z
o
(f)
>
W
~
~
<
a
o
z
0:::
W
m 1"1
~ 0
::> ~
Z L[)
m Ol
o
..,
~ (f)
< r-
~ z
o .....
o 0')
(!) I
,-
-;.:. C\/
m M
a
w
::.:::
~ ~
:c <(
(,) a
.
i'i~
.. N
>- '
m C")
o
w
Z
~ ~
w <
o a
a.. ,.....
" (1)
~ I
....
C\/
I
-;.:. C")
m
! ~
0::: <
a 0
/'
(/)
....J
-
<(
I-
W
C
a::
~
w
(/)
>-
a::
<(
I-
-
Z
<(
(/)
I-
W
W
I
(/)
~
.....
I.!-
o
t')
~
~
,oil.
'~
,].
1..1
;;1
I
!. 'I
'.
; t
t
rl
,
~'
t}'{
~t
~
,,1
~,'
"
~.~
,;~
,:
... ;-
"
~,
"it. .
(.
"j
1'5
:,
l;
, i
"'
1
I
,,'1
~~
~;
",
$,;'"
~:',.
'>'.-
.'
~t
~!~
'J
..
'.;t
d: 1
:f: .'.
f.' .
f~
!
'~
I
a
: '!
!
,.1
"-'..'."1
'.
tl.:......'..'.....
:
':1
\is
f""
[...t.
(!-
';".'
;'.,>
'.,
\..
.~
, .-s,~~
f'l, .l):)
.....~:'
.~,._.-:.,.,
.;, ,1;
"",~"-:,'"
...
.
,f:
"Y-,;
o
~..
o~
.0
-'z
c(
u
o
-'
o
o
I-wl-
(f)~-,"
.. c(~
I-F..-c(
~..-t:o
-:>W:::Eo
owm_
&:~~~
mo..-o
I- ..-
,~
..
A
......
'"
....
.... ~
l.
... .. -----. --.- --. .-....--- .- -h'l
I
BRASS 1 I/Z"X" WYE
/. BACK Qf'
/ PAV(l.AENT
/- EDGE or
( CURB
13r
I
1 1/2" CORPORATION /
STOP ___._n .---..--.--
R,O.W. OR BACK-
or SIDEWALK
~
~. .{Jt~~:~:
or PAVE"ENT
or CURB
1 1 /7:' DOUBLE
SERVICE LiNE-
biz
.1 ;::1
-I
I
-=_~-I' CURB SlOP
...1" SERVICE L1N~
;:)
L
,f (2)
I" SERVICE LINES
I" CURB STOP
-BRASS 1 1/2"XI"WYE
'pROFILE
NOTES:
,. CURB STOP SHALL BE STAWPED "Rlc.~I"'ED"
2, SERVICE SHALL BE P(J408 PURPLE POLYETHYLENE:.
J. END Of' SERVICE SHALL BE MARKED WITH 2":X7:'
TREATED STAKE OR OTHER APPROVED MARKER.
OTL020 $KL ~~-17-'1
R~CLAIMED WATER
DOUBLE SERVICE CONNECTION
C ODOOOOOOooo
IC 00000000000
C 00000000000
C 00000000000
C oOOOOOOOODO
C O~IIJIIOO
I: C 0 ..ttl 000
c=o 000
caoaaa.ooooao
1:=00000000000
COGGOD.aOGOOO
1:=00.00000000
RECLAIMED WATER
l-L
I
TO BE DETERMINED
D
TYPICAL VALVE BOX COVER DEl AILS
SET TOP Of' VALVE BOX
TO r1NISHED GRADE
EXT(NSION STEM WITH
," SO. WRENCH NUT
AND UPPER eUIDE
REOUIRED rOR ..ORE
THAN 4' OEPTH
BOX SHALL NOT
REST ON VALVE
OR PIPE
VALVE (TYPE
AS SPECIf'lED)
, 2 THHN TRACING WIRE""",
COlL EXCESS TRACING
WIRE IN BOX
f
I
Z
:i
lID
"'l
TYPICAL VALVE AND VALVE BOX DETAIL
OTlOH ~l\, 03-03-U
VALVE. VALVE BOX AND COVER
..
.. .
... --' '-"
'\
[ POTABLE WATER "AIN IT
I.
z
.z ::I
pt')-
::I ~
RECLAI"ED WATER MAIN +
~
. z ::z
pt')-
::z ~
SEWER (CRAVITY OR rORCE MAIN) --L
A MINI..UM HORIZONTAL SEPARATION or 5' (CENTER
TO CENTER) OR 3' (OUTSIDE TO OUTSIDE). SHALL BE
MAINTAINED BETWEEN RECLAI..ED WATER UNES AND
EITHER POTABLE WATER MAINS OR SEWER COLLECTION
LINES."
[
POTABLE WATER ),lAIN
IT
z
::z
(,
[ I~
SEWER (GRAVITY OR rORCE MAIN) .
A MIN1MU.. HORIZONTAL SEPARATION Of' 10' (OUTSIDE
TO OUTSIDE). SHALL BE MAINTAINED BETWE[t~ SEWER
COLLECTION LINES AND POTABLE WATER "AINS..
. WIIIII.IUI.I PIPE SEPARATION REOUIREW[NTS 00 NOT APPLY
WHEN OUCTlU IRON PipE IS USEO.
OTl01S S~L 03-02-93
:4}MUM HORIZONTAL SEPARATION REQUIREMENTS
FOR POTABLE. REC\,.AIMED. AND SEWER LINES
BACK or
P~VE"(NT
EDO[ or
CURl
"':",
,- SfNGLE
SERVICE UN[
,- CURB STOP
,- CORPORATION
STOP
I
I ..o.w. O. .'CK
j--- or SIDEWALK
~
MAINTAIN ,. MIN
DEPTH or COVER
," CURB STOP
PROFILE
NOTES:
,. CURB STOP SHAU It STAMPED "RECLAIWEct'
2. SERVICE SHALL IE PU408 PURPLE POlYETHYu:NE.
3. [NO or sUVlCf: SHAU. IE WARKED WITH rxt'
TRtATEO' STAKE 0It OtHER APPROVED a.wuct~.
on020 SK\. O~-17-11
ReAl
~QLE SERVICE CQNN~CTION
~
RECORD DRAWING CERl1F1CAl1ON FOR PHASE
RECORD DRAWING CERl1F1CAl1ON FOR PHASE
THIS "RECORD DRAI'I\NG" IS BASED ON INFORt.AATION RECEIVED FROM THE
CONTRACTOR ON AS TO LOCATION AND DETAilS Of'
THE F AOUTIES ACTUALLY CONSTRUCTED, THE ENGINEER HAS NOT PROVIDED
DETAILED OR CONTINUOUS OBSERVATION OF ON-SITE CONSTRUCTION NOR MADE
MEASUREt.AENTS, BUT HAS t.AADE PERIODIC VISUAL OBSERVATIONS AND HAS
OBSERVED THAT THE READILY VISIBLE FACILITIES HAVE BEEN REASONABLY
INSTALLED IN ACCORDANCE WITH THIS DRAWING. LOT GRADING IS THE
RESPONSIBILITY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERTIFICATION.
DONALD W, t.AclNTOSH ASSOCIATES, INC.
BY: DATE:
NOTES:
CONTRACTOR HEREBY CERTIFIES THAT THIS DRAI'I\NG HAS BEEN
MODIFIED TO SHOW ALL CHANGES TO THE ORIGINAL CONSTRUCTION
DRAWINGS AND ACCURATELY REPRESENTS THE FINISHED CONSTRUCTION
BASED ON INFORMATION FURNISHED TO DONALD W. MciNTOSH
ASSOCI A TES, INC. ON
CONTRACTOR:
BY:
NOTES:
DATE:
I
I ---I. CU~B STOP
---=t><r-
..AINT AIN l' ....IN
/r DEPTH or coveR
/! r SIDEWALK
/ I .- R.O,W.
EDGE Of PAVE~ENT
NOTES:
1. ~ETER BOX INSTALLED
BY THE CITY Of WINTER SPRINGS
2. DOUBLE SERVICE LINES SHALL BE
, 1/2- PURPLE P.E TUBING WITH
, 1/t' X 1" Y BRANCH
3. ALL LINES UNDER PAVEMENT SH~LL
BE ENCASED IN t' PVC PIPE
NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED
14 GAUGE THNN
TRACING WIRE
1" OR 1 1/-r
CURB STOP
RIGHT Of WAY
- -r PVC CASING
1 1/2" X 1"
"'(' BRANCH ASSY.
DETAIL
1" RECLAlWED WATER CURB STOP TO BE INSTAUED
BY CONTRACTOR ON ALL RECLAlWm SERVICE UNES
roe NO. _41-.....
CITY OF WINTER SPRINGS
RECLAIMED WATER SERVICE CONNECTION
OPPOSITE SIDE OF WAIN
~;J'
BY CONTRACTOR ON ALL RECLAIMED SERVICE LINES
1" RECLAIMED WATER CURB STOP TO BE INSTALLED
FORD NO. BRW41 -344W
AWWA C901-88 PE 3408
POLYETHYLENE TUBING
J: i
(/)
od co
I-z
z- Q
1) .
~(/) CD
.~ =>
~< C[
0<3
..Jo
<(/)
z(/)
0< ~
0
<
0
':i.
J:
U
z
o
1=
a..
iE
u
~ (f)
o Z
o
(f)
>
W
0::
~
<
o
o
z
. (/) 00
0 0:: 1.0 a::
0 w
Z 0 -.:t II) 1'0
>- I ~ 0
-.:t ::> ......
W -.:t z L(')
.. > 1.0 II) O'l
(f) 0:: 0
,...." ...,
W ::) "
0
r- (/) -.:t
........,
~ O'l
- 00
0 "
N
0 1'0 w (f)
..J
< I-
(f) c( u Z
0 (/)
(f) 0::
~ 0
-'
(f) u..
:I: 0:: ~
W 0::
(J) Z c(
Q. 0
~ Z 0 I'-
<( 0:: ~ 0)
.....J ~ I
....
Z 0... z >- C\I
~ II) I
- ('i')
0 0
w
I ~
~ I- U ~
0:: w
0 :r <
0 Q
.'. "~'li"
;I ~';t
~.'A'
""r:'
Z
0 en ~
~ 0:: c(
<( W ~ >=
W 0:: II)
c(
Z Z Q. 0
w
0 C) 0 z
c:" ~
Z 0 Vi
0 N w <
W N 0 0
-
13 Q.
0:: ,....
e" '0)
I
....
C\I
>- I
II) ('i')
j ~
- <
a:: <
0 0
<(
Cl ~
-
a:::
0 -
....J <(
W La.. I-
W
.....J .. 0
(J)
m "
<( Z (t:
- ~
C> a:::
a..
(J) ~
~
W a:::
Z~ 0
Oz w
.....~ ::E
-
U) La.. ~
...J
0 U
>- W
t- (t:
-
()
C)~
zq
~~
<Pi
~o
Ou;
0)
~,~
. ' . .{~
~~.
. . l.L
o
~'
....
18".'S"x4" CONCRETE
COLlAR WITH 14 REBAR
ADJUSTABLE
VALVE BOX
(CAST lRON)
'" WCCHANICAL JOINT
CATC VALVE
....
w
W
I
(I)