HomeMy WebLinkAbout2001 12 10 Public Hearings H Administrative Procedures for Processing Satisfaction of Liens
COMMISSION AGENDA
ITEM H
Consent
Informational
Public Hearing X
Regular
December 10.2001
Meeting
(l- r/JN1 f}/}/Of
Mgr. / Att. / Dept.
REQUEST:
City Manager and City Attorney requests the City Commission to consider an Ordinance adopting
an administrative procedures for the processing of satisfactions of liens arising out of code
enforcement fines.
PURPOSE:
During a recent City Commission meeting, the Commission voiced concerns that there was no
established procedure to handle requests for satisfying recorded code liens. The City Attorney
prepared an Ordinance to address the Commission's concerns. This Ordinance is to provide a clear
procedure for handling the satisfaction of liens arising from code enforcement fines: Generally, the
Ordinance provides:
1. Where a code enforcement fine has been recorded in the Seminole County Land Records, in
accordance with Chapter 162, Florida Statutes and Chapter 2, of the City Code, and that fine
has been paid by the violator, the City Manager may execute, on the City's behalf, a
Satisfaction of Lien.
2. Where a code enforcement fine has been recorded in the Seminole County Land Records, in
accordance with Chapter 162, Florida Statutes and Chapter 2, of the City Code, and the
violator has brought the subject property into compliance with the Code, but is unable to pay
the outstanding fine, or believes there are some facts or circumstances which should serve
to satisfy or release the violators obligation, the violator may apply to the City for a
Page 1 of 2
satisfaction or release of the lien in question. The application would be received and
processed by the Community Development Department and a hearing would be held before
the Code Enforcement Board, which in turn would issue a recommendation to the City
Commission regarding the violator's requested relief. The City Commission will then have
the opportunity to review the application, findings of the Code Enforcement Board, and if
desired allow the violator to address the commission, following which issue an order
granting, granting with conditions, or denying the application.
APPLICABLE LAW AND PUBLIC POLICY:
Section 2(b), Article VIII, of the State Constitution.
Section 162.08 & 162.09, Florida Statutes.
Chapter 2, Section 2-61 (6) of the City Code of Ordinance. In pertinent part; "A certified copy of an
order imposing a fine may be recorded in the public records and thereafter shall constitute a lien
against the property..."
CONSIDERATIONS:
In the case of properties brought into compliance and the fine paid as ordered, this Ordinance will
provide the City Manager with the authority to perform the ministerial duty of executing a
Satisfaction of Lien without the necessity of burdening the Commissions agenda.
In the case of a requested satisfaction or release of lien, where the property has been brought into
compliance but the fine has not been disposed of, and the violator believes there exist some exigent
circumstances which should serve to reduce or release the violators obligation to pay the outstanding
fine, there is a clear procedure to establish compliance as a prerequisite, a hearing for the violator
to state his or her case, and for the review and recommendation by the board issuing the code
enforcement order, which resulted in a lien in favor of the City.
STAFF RECOMMENDATION:
The City Manager and City Attorney recommends a second reading and approval of this Ordinance.
ATTACHMENT:
Ordinance No,: 2001-62
COMMISSION ACTION:
F:\DOCS\City of Winter Springs\Agenda\Code Lien Satisfaction Ord 120501 jpbjd
Page 2 of 2
ORDINANCE NO. 2001-62
AN ORDINANCE OF THE CITY COMMISSION OF THE
CITY OF WINTER SPRINGS, FLORIDA, AMENDING THE
CITY OF WINTER SPRINGS CODE OF ORDINANCES,
CHAPTER 2; PROVIDING FOR A NEW SECTION 2-61.5
ENTITLED PROCEDURES FOR SATISFACTION OR
RELEASE OF CODE ENFORCEMENT LIENS; PROVIDING
FOR THE REPEAL OF PRIOR INCONSISTENT
ORDINANCES AND RESOLUTIONS; PROVIDING FOR
INCORPORATION INTO THE CODE; PROVIDING FOR
SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE
DATE.
WHEREAS, the City is granted the authority, under g2(b), Art. VIII of the State
Constitution, to exercise any power for municipal purposes, except when expressly prohibited by
law; and
WHEREAS, Chapter 162, Florida Statutes provides that a municipality may create
administrative boards with the authority to impose administrative fines and other noncriminal
penalties to provide an equitable, expeditious, effective and inexpensive method of enforcing any
code and ordinance in force in such municipality; and
WHEREAS, the City Commission has enacted Chapter 2 of the Code of Ordinances and has
created a Code Enforcement Board with the powers and procedures as provided by law; and
WHEREAS, Section 2-61 of the City Code provides, in accordance with Chapter 162,
Florida Statutes, an order imposing penalty or fine which is recorded in the public land records and
becomes a lien in favor ofthe governing body, which can only be satisfied or released by an action
of the governing body; and
WHEREAS, this Ordinance is deemed to be in the best interest of the health, safety, and
welfare of the citizens of the City of Winter Springs.
NOW, THEREFORE, THE CITY COMMISSION OF THE CITY OF WINTER
SPRINGS HEREBY ORDAINS, AS FOLLOWS:
Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by the
reference as legislative findings of the City Commission of Winter Springs.
Section 2. Code Amendment. The City of Winter Springs Code Chapter 2 is hereby
amended as follows: (underlined type indicates additions and strikeout type indicates deletions,
City of Winter Springs
Ordinance No. 2001-62
Page I of 5
while asterisks (* * *) indicate a deletion from the Ordinance of text existing in Chapter 2. It is
intended that the text in Chapter 2 denoted by the asterisks and set forth in this Ordinance shall
remain unchanged from the language existing prior to adoption of this Ordinance).
Chapter 2 CODE ENFORCEMENT
* * *
ARTICLE III. Boards, Committees, Commissions
* * *
Division 2. Code Enforcement
Sec. 2-61.5 Application for Satisfaction or Release of Code Enforcement Liens.
Where a certified copy of an order imposing a penalty or fine, as described above in Section
2-61, has been recorded in the public records and has become a lien against the land and/or property
of the violator. such violator may apply for a satisfaction or release of such lien as follows:
ill Upon full payment by the violator of the fine or penalty imposed in accordance with
this Chapter, the City Manager is hereby authorized to execute and record a
Satisfaction of Lien.
.Qil Upon request for a reduction or forgiveness of a fine or penalty imposed in
accordance with this Chapter. the violator shall submit a written application to the
Community Development Director.
{0 The application shall include. but may not be limited to the following:
ill The code enforcement case number:
ill The date upon which the violator brought the subiect property into
compliance with the City Code;
ill The factual basis upon which the violator believes the application for
reduction or forgiveness of the lien should be granted;
ill The terms upon which a satisfaction or release of lien should be granted;
ill The reasons, if any, compliance was not obtained prior to the order of penalty
or fine being recorded;
@ The reduction in penalty or fine sought bv the violator; and
City of Winter Springs
Ordinance No. 2001-62
Page 2 of 5
ill Any other information which the violator deems pertinent to the request,
including but not limited to the circumstances that exist which would warrant
the reduction or forgiveness of the penalty or fine.
This application shall be executed under oath and sworn to in the presence of a Notary
Public. Public.
@ The violator shall submit at the time of application payment to the City in the amount
necessary to reimburse the City for its costs associated with recording the Order imposing a penalty
or fine and the requested satisfaction or release of lien. These costs are non-refundable, without
regard for the final disposition of the application for satisfaction or release of lien.
ill Upon receipt of the application for satisfaction or release of lien and payment
provided above, the Community Development Director shall confirm through the Code Enforcement
Department that the violation which resulted in the order imposing penalty or fine has been brought
into compliance. If the violation has been brought into compliance and there is no current code
violation upon the property in question. the Community Development Director shall place the
application upon the agenda of the next regularly scheduled meeting of the Code Enforcement Board
for the City of Winter Springs.
At the hearing before the Code Enforcement Board. the Board shall review and consider the
application for satisfaction or release oflien, provide the violator with an opportunity to address the.
Board regarding the application for satisfaction or release of lien, and to take the testimony of other
interested parties. including but not limited to City staff.
ill. Upon review of the application and any testimony presented, the Code Enforcement
Board shall recommend to the City Commission approvaL approval with conditions. or denial of the
application for satisfaction or release of lien.
The Code Enforcement Board, in determining its recommendation, shall consider the
following factors:
(ill The gravity of the violation:
(Q) The time in which it took the violator to come into compliance:
.c0 The accrued amount of the code enforcement fine or lien:
@ Any previous or subsequent code violations;
ill Any financial hardship;
City of Winter Springs
Ordinance No. 2001-62
Page 3 of 5
ill Any other mitigating circumstance which may warrant the reduction or satisfaction
of the penalty or fine;
(g} After a recommendation has been rendered by the Code Enforcement Board. the
Community Development Director shall place the application for satisfaction or release oflien upon
the agenda of the next regularly scheduled City Commission meeting. The City Commission may
take action solely based upon the sworn application and recommendation of the Code Enforcement
Board; or it may, in its discretion, provide the violator with an opportunity to address the
Commission in regard to the application for satisfaction or release of lien;
(h) The City Commission may approve. approve with conditions, or deny the application
to satisfy or release oflien. If the City Commission approves the application to satisfy or release the
lien and the approval is conditioned upon the violator paying a reduced penalty, fine. or any other
condition, the satisfaction or release of lien shall not be prepared or recorded until the condition( s)
placed by the Commission have been satisfied.
The violator shall have thirty (30) days in which to comply with the conditions imposed by
the City Commission. Failure of the violator to comply will result in the automatic denial of the
application for satisfaction or release of lien.
If the application is denied or ifthe application is automatically denied due to the failure of
the violator to comply with the conditions imposed by the City Commission, the violator shall
thereafter be barred from applying for a subsequent reduction or forgiveness of the lien for a period
of one (I) year from the date of denial. During the one-year period. the lien may only be satisfied
and released upon full payment of the fine or penalty imposed in accordance with this Chapter.
Section 3. Repeal of Prior Inconsistent Ordinances and Resolutions. All prior
inconsistent ordinances and resolutions adopted by the City Commission, or parts of prior ordinances
and resolutions in conflict herewith, are hereby repealed to the extent of the conflict.
Section 4. Incorporation Into Code, This ordinance shall be incorporated into the
Winter Springs City Code and any section or paragraph number or letter and any heading may be
changed or modified as necessary to effectuate the foregoing.
Section 5. Severability. If any section, subsection, sentence, clause, phrase, word or
provision of this ordinance is for any reason held invalid or unconstitutional by any court of
competent jurisdiction, whether for substantive, procedural, or any other reason, such portion shall
be deemed a separate, distinct and independent provision, and such holding shall not affect the
validity of the remaining portions of this ordinance.
Section 6. Effective Date. This Ordinance shall become effective immediately upon
adoption by the City Commission of the City of Winter Springs, Florida.
City of Winter Springs
Ordinance No. 2001-62
Page 4 of 5
ADOPTED by the City Commission of the City of Winter Springs, Florida, in a regular
meeting assembled on the _ day of , 2002.
PAUL P. PARTYKA
Mayor
ATTEST:
ANDREA LORENZO-LUACES
City Clerk
Approved as to legal form and sufficiency for
the City of Winter Springs only
Anthony A. Garganese, City Attorney
First Reading:
Second Reading:
Effective Date:
F:\DOCS\City of Winter Springs\Ordinances\Code Lien Satisfaction Ord #2001-62.wpd.
City of Winter Springs
Ordinance No.
Page 5 of 5
Date: 121001
The following Agenda Item was moved from
Consent "H" to Public Hearings.
COMMISSION AGENDA
ITEM H
Consent ./ ~
Informational
Public Hearing 'i
Regular
~ /JIvt '}/sfo(
Mgr. / Att. / Dept.
December 10.2001
Meeting
REQUEST:
Approve an emergency ordinance extending the cable franchise term in favor of Time Warner Cable
until March 1, 2002.
PURPOSE:
The non-exclusive cable franchise in favor of Time Warner Cable is scheduled to expire on
December 31,2001. The City Attorney's Office has prepared a cable franchise agreement and it will
be sent to Time Warner Cable for review. There has not been a finalization of the agreement and
there remains only one meeting of the City Commission prior to the expiration of the franchise. The
extension of the franchise term will provide the Staff and Time Warner Cable additional time to
finalize the agreement and bring it forward for public hearing and comment.
APPLICABLE LAW AND PUBLIC POLICY:
City Ordinance Number 65, effective November 1, 1971, commonly referred to as the Cablevision
Franchise Ordinance, as amended.
Section 2(b), Article VIII, of the State Constitution.
Section 4.14 of the City Charter
Page 1 of 2
CONSIDERA TIONS:
Staff has prepared a draft franchise agreement. An extension of the term will provide continuous
service to the citizens of Winter Springs and provide Staff and TWC the time necessary to complete
the process.
ST AFF RECOMMENDATION:
The City Attorney recommends the City Commission approve the Emergency Ordinance extending
the cable franchise term to March 31, 2002.
ATTACHMENT:
Ordinance No.: 2001-60
Correspondence from TWC dated 12-5-01
COMMISSION ACTION:
F:\DOCS\City of Winter Springs\Agenda\Cable Franchise Extension-Ord.200 1-60. wpd
Page 2 of 2
5/01 12:28PM;
13:29 F~l 4072155536
4072155536 -> BROWN,WARD,SALZMAN&WEISS,PA; Page 2
TI~E WARt'fER COMM ~ 002
225/ Luci.n Way
Mail/wId. FL .l275 /
Tel 407-2/5-5524
Fas 4-07-2/5-5536
Diane B. Pickett
Vice PI'.,'i"enl. Pllblic Aff"il'''
Illld G""~m/llelll Refwiolls
~ TIME WARNER
~ CABLE
December 5, 2001
VIA FEDERAL EXPRESS
Mayor and Commissioners
City of Winter Springs
1126 East S. R. 434
Winter Springs, FL 32708
Dear Mayor and Comrnissionel s:
Since we have not yet conclwh d franchise renewal proceedings, we wanted to assure you that
Time Warner Entertainment C( mpany, L. P. dba Time Warner Cable will continue to operate
under and comply with the tern IS and conditions of its franchise until a renewal agreement is
reached with the City. Time W. Lrner Entertainment Company, L. P. (TWE) dba Time Warner
Cable and the City reserve all r ghts under the Cable Act with respect to renewal ofthis franchise
and agree that this agreement i: without prejudice to such rights. In particular, the renewal
notice under Section 626(a), ha ving been timely given, shall remain effective and notice need not
be given again and renewal Of1 he franchise shall take place in accordance with the provisions of
the Cable Act.
We look forward to reaching a mutually beneficial franchise renewal with the City. If you have
any questions, please call me.
Sincerely,
l)J~
Diane Pickett
DBP:bhj
cc: Ron McLemore, City ]\ lanager
Anthony Garganese, (: ty Attorney
Jerry Martin, Time Wa 'ner
John Fogarty, Time W; lrner
wtr springs contltr.doc
Time ~\ltI1.n("'r EJJrerraiIl1I1Ctl,.Adl'W/Cf'/,\ i~l'lrl)u.r'-' Port/Jenhip . Florida Di....isiuH
;;:.~
ORDINANCE NO. 2001-60
AN EMERGENCY ORDINANCE OF THE CITY
COMMISSION OF THE CITY OF WINTER SPRINGS,
FLORIDA EXTENDING THE TERM OF THE FRANCHISE IN
FA VOR OF TIME WARNER CABLE; PROVIDING FOR THE
REPEAL OF PRIOR INCONSISTENT ORDINANCES AND
RESOLUTIONS; PROVIDING FOR SEVERABILITY; AND
PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the City is granted the authority, under S2(b), Art. VIII of the State
Constitution, to exercise any power for municipal purposes, except when expressly prohibited by
law; and
WHEREAS, the City Charter requires that any grant or extension of a franchise shall be by
ordinance; and
WHEREAS, a draft Franchise Agreement has been prepared and is being reviewed by Time
Warner Cable and Staff; and
WHEREAS, there remains only one scheduled meeting of the City Commission prior to the
expiration of the existing franchise; and
WHEREAS, the City Commission of the City of Winter Springs, Florida, hereby finds this
ordinance to be in the best interests of the public health, safety, and welfare of the citizens of Winter
Springs.
NOW, THEREFORE, THE CITY COMMISSION OF THE CITY OF WINTER
SPRINGS HEREBY ORDAINS, AS FOLLOWS:
Section 1. Franchise Term Extension: The existing cable franchise, in favor of Time
Warner Cable, is set to expire on December 31,2001. The term of the franchise is extended until
March 31, 2002 to provide additional time for Staff and Time Warner Cable to finalize an agreement
and bring the same forward for City Commission consideration.
Section 2. Repeal of Prior Inconsistent Ordinances and Resolutions. All prior
inconsistent ordinances and resolutions adopted by the City Commission, or parts of prior ordinances
and resolutions in conflict herewith, are hereby repealed to the extent ofthe conflict.
Section 3. Severability. If any section, subsection, sentence, clause, phrase, word or
provision of this ordinance is for any reason held invalid or unconstitutional by any court of
City of Winter Springs
Ordinance No. 2001-60
Page 1 of 2
~'.
competent jurisdiction, whether for substantive, procedural, or any other reason, such portion shall
be deemed a separate, distinct and independent provision, and such holding shall not affect the
validity of the remaining portions of this ordinance.
Section 4. Effective Date. This Ordinance shall become effective immediately upon
adoption by the City Commission of the City of Winter Springs, Florida. I' i; "
. ,
, j
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legal form and sufficiency for
'n er Springs only
Anthony A. Garganese, City Attorney
Effective Date:
December 10, 2001
F:\DOCS\City of Winter Springs\Ordinances\TWC Extension Ord 2001-60. wpd
City of Winter Springs
Ordinance No. 2001-60
Page 2 of 2
IL(Q)CC& Ifn(Q)~ ~&[P)
(N.T.S.)
SECTION 6, TOWNSHIP 27 SOUTH, RANGE 31 EAST
IL~ @&[L [O)~~ CC[f?6D[P)lrD(Q)~
ALL UNPLAITED PART OF BLOCK "B" THAT IS ON THE EAST SIDE OF OVIEDO-SANFORD
BRICK ROAD OF D.R. MITCHELL SURVEY OF THE LEVY GRANT ON LAKE JESSUP,
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; LESS BEGIN AT THE INTERSECTION OF
THE EASTERLY R/W OF THE OVIEDO-SANFORD ROAD AND THE NORTHERLY LINE OF THE
UNPLATTED PART OF SAID BLOCK "8", RUN 539-50' 15"E, ALONG THE EASTERLY R/W OF
OVIEDO-SANFORD ROAD 520 FEET, THENCE N50.09' 45"E 335.54 FEET TO THE NORTH
LINE OF THE UNPLATTED PART OF SAID BLOCK "B", THENCE N72-40'15'W ALONG SAID
NORTH LINE 618.86 FEET TO THE POINT OF BEGINNING.
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CIVIL ENGINEERS:
AVlD ENGINEERING, INC.
7208 W. SAND LAKE ROAD, SUITE 304
ORLANDO FLORIDA 32819
PHONE: (407) 248-0505
GEOTECHNICAL ENGINEERS:
GILES ENGINEERING ASSOCIATES, INC.
3990FLOWERS ROAD, SUITE 530
ATLANTA, GA 30360
PHONE: (770) 458-3399
SURVEYORS:
ASSOCIATED LAND SURVEYING & MAPPING, INC.
101 WYMORE ROAD, SUITE 110
AL TAMONTE SPRINGS, FLORIDA 32714
PHONE: (407) 869- 5002
TRAFFIC ENGINEERS:
A VID ENGINEERING, INC.
2300 CURLEW ROAD, SUITE 100
PALM HARBOR, FLORIDA 34683
PHONE: (407) 789-9500
ARCHITECT:
LS3P ASSOCIATES LTD.
24 NORTH MARKET STREET, SUITE 300
CHARLESTON, SOUTH CAROLINA 29401
PHONE: (843) 577-4444
LANDSCAPE ARCHITECT:
LS3P ASSOCI A TES LTD.
24 NORTH MARKET STREET, SUITE 300
CHARLESTON, SOUTH CAROLINA 29401
PHONE: (843) 577-4444
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GAS:
PEOPLE GAS
600 W. ROBINSON STREET
ORLANDO, FLORIDA 32801
PHONE: (407) 425-4661
CONTACT: LAWREE WASHINGTON
TELEPHONE:
SPRINT UNITED TELEPHONE
P.O. BOX 770339
WlNTER GARDEN, FLORIDA 34777-0339
PHONE: (40.7) 814-5373
CONTACT: CHARLIE BEASLEY
CABLE:
TIME WARNER
3767 ALL AMERICAN BOULEVARD
ORLANDO, FLORIDA 32810
PHONE: (407) 295-9119
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POWER:
FLORIDA POWER CORP.
APOPKA ENGINEERING-CENTER FLORIDA REGION
APOPKA, FLORIDA 32712
PHONE: (407) 645-8573
SEWER:
WlNTER SPRINGS UTILITIES
110 NORTH FLAMINGO AVENUE
WINTER SPRINGS. FLORIDA 32708
PHONE: (407) 327-2669
WA TER:
WINTER SPRINGS UTILITIES
110 NORTH FLAMINGO AVENUE
WINTER SPRINGS, FLORIDA 32708
PHONE: (407) 327-2669
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WINTER SPRINGS, FLORIDA
Prepared For:
JAMES DORAN COMPANY
SHANE DORAN
1051-H JOHNNIE DODDS
BOULEVARD
MT. PLEASANT, SC 29464
(843) 881- 7550
(843) 849-6765
Prepared By:
ENG/NEER/N~ /N~
Our company name stands for Ilss/f...
Civil Engiineers - Planners
Traffic Engineers - Environmental Engineers
Landscape Architects
7208 SandI Lake Road; Suite 304
Orlan do, Florida 32819
Phone:: (407) 248-0505
Fax: (407) 248-0334
THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL
SERVlCE, IS THE PROPERTY OF AVlD E~~GINEERING, INC., (AEI) AND IS NOT TO BE USED FOR
ANY OTHER PROJECT 'MTHOUT WRITTEN' AUTHORIZATION FROM AEI.
DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION
INFORMATION NOT PROVlDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING,
INC., @ (407) 248-0505.
[P)IL&~ n[M][Q)~~
1. COVER SHEET
2A. SITE PLAN
28. SITE PLAN
3A. PAVING, GRADING & DRAINGE PLAN
38. PAVING, GRADING 81 DRAINGE PLAN
4A. UTILITY PLAN
48. UTILITY PLAN
5. SPECIFICA TION 81 NOTES
6. PAVING 81 GRADING DETAILS
7. PAVING & GRADING DETAILS
8. PAVING & GRADING DETAILS
9. WATER 81 SEWER DETAILS
10. F.D.O.T., M.O.T. WATER & SEWER iDETAILS
11. BOUNDARY & TOPOGRAPHY SURVEY
12. CONCEPTUAL PHASE SITE PLAN
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PROPERTY LOCATION:
NORTHWEST CORNER OF THE INTERSECTION OF TUSKAWlLLA ROAD AND SR 434
IN WlNTER SPRINGS, FLORIDA.
EXISTING PROPERTY AREA:
TOT AL: 656,851 S.F. (15.08 ACRES)
PROPERTY ZONING:
TOWN CENTER DISTRICT
EXISTING PROPERTY LAND USE:
THE SITE IS PRESENTLY VACANT
PROPOSED PROPERTY AREAS:
COMMERCIAL - SHOPPING CENTER
PROPERTY OWNERS:
JDC CALHOUN, INC.
BUILDING HEIGHTS:
2-4 STORIES
MINIMUM: 24' HIGH
MAXIMUM: 55' HIGH
PARKING REQUIREMENTS:
GENERAL BUSINESS/RETAIL COMMERCIAL/
RETAIL 1 SPACE PER 300 SF OF BUILDING GROSS FLOOR AREA
RETAIL GROSS FLOOR AREA: 216,550 S.F.
RETAIL PARKING REQUIRED: (PER 1 SP ACE/ 300 SF) = 722
TOTAL PARKING REQUIRED: 650 SPACES
WlTH 10% REDUCTION FOR SHARED PARKING
PARKING PROVIDED:
ONSITE
STANDARD SPACES = 546 SPACES PRO~DED
HANDICAP SPACES = 41 SPACES PROVlDED
TOTAL PROPOSED SPACED PROVlDED = 587 SPACES
OFFSITE UMMEDIA TE TO DEVELOPMENT
STANDARD SPACES = 170 SPACES PRO~DED
HANDICAP SPACES = 10 SPACES PROVlDED
TOTAL PROPOSED SPACED PROVlDED = 180 SPACES
TOTAL PROVIDE (ONSITE & OFFSITE) = 767
LOT COVERAGE CALCULATIONS:
PARKING AND SIDEWALK AREA 368,362 S.F. 56.08% 8.46 A.C.
TOT AL BUILDING AREAS 155.800 S.F. 23.72% 3.58 A.C.
TOT AL IMPERVlOUS 524.167 S.F. 79.80% 12.03 A.C.
GREEN AREA (PERVlOUS AREA) 132,684 S.F. 20.20% 3.05 A.C.
TOT AL SITE AREA 656,851 S.F. 100.00% 15.08 A.C.
WINTER SPF~INGS TOWN CENTER
AEI JOB # 267-008
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SIGN LEGEND
NOTE:
SITE WALL WITH SIGNAGE PREDICATED ON
APPROVAL OF SPECIAL EXCEPTION
/
/
NO
Rl-l
R3-5R
R5-1
R6-1(R)
MOT 6L
TEXT OR SYM80~
STOP
RIGHT TURN ONLY
DO NOT ENTER
ONE WAY
PEDESTRIAN CROSSWALK
SIZE
30"x30"
30"x.30"
L
/
30"x30"
3 0 " x.3 0 "
DE~LOPED BY CiTY -
30"x30"
/
ALL SIGNS SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
PROPOSED CONSTRUCTION NOTES.
",," ~ ~
.CS
NOT INCLUDED
0' 40'
~ -1
SCALE: 1" = 40'
80'
I
1. ALL CURB RADII TO BE 3 FEET AND TO FACE OF CURB,
UNLESS OTHERWlSE NOTED.
2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB,
UNLESS OTHERWtSE NOTED.
3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED
ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS,
WHICHEVER IS MORE RESTRICTIVE.
4. ALL BUILDINGS AND STRUCTURES ARE PARALLEL TO THE
ADJACENT PROPERTY LINE
5. REFER TO TYPICAL PAVEMENT SECTION DETAIL ON SHEET 6.
6. WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED
DURING INSTALLAT10N OF UTILITIES, THE LINES SHALL BE
ADJUSTED BY THE CONTRACTOR. IF ROOTS MUST BE CUT,
THEY SHALL BE CUT OFF EVENLY WlTH CLEAN SHARP PRUNING
TOOLS. THE INSTALLER SHALL MINIMIZE THE DAMAGE OF
EXISTING ROOT SYSTEMS. SEE LANDSCAPE PLAN FOR
ADDITIONAL TREE SA VE INFORMATION.
7. ALL UT1LlTIES TO BE UNDERGROUND
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HICKORY GROVE'-~
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UMITS Of CONSmUCllON
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TREES TO BE
PRESERVED
\ I
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STRIPING NOTES
1. TYPICAL PARKING SPACE SHALL BE STRIPED
WITH A 4" WHITE STRIPE.
2. SEE DETAILS FOR HANDICAP PARKING.
3. LOADING ZONE SHALL BE MARKED WlTH 12" WHITE
STRIPES AT 5' CENTERS ON A 45. ANGLE.
4. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE STRIPE,
5. "ALL MARKINGS TO COMPLY WlTH THE F.D.O. T. F~OADWA Y AND TRAFFIC
DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
AND THE SEMINOLE COUNTY LAND DEVELOPMENT CODE,"
CITY TO CONSTRUCT 5' --------
SIDEWALK AND PROPOSED
BUILDING LOCA llONS
LEGEND
6. HANDICAP PARKING
Em PROPOSED DRAINAGE INLET
PROPOSED CURB
SITE BOUNDARY LINE
CENTER LINE OF ROAD
RIGHT -OF-WAY
\- LIMITS OF CONSTRUCllONj
\\ FENCING-EDGE OF SID€WA
\ ~rb
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EXISTING EDGE OF PAVEMENT
PROPOSED CONCRETE PAVEMENT
lYPICAl
HANDICAP
10 PARKING SPACES
SIDEWALK
1_-27.3'-_ :' .'~
CRAMP (T'11',) ---- :-~
He SIGN (TYP.) -~
In
If'J
RETAJLjOfF1CE lI'.i' ,
1 STORY CJ) 'r
4,000 S.F. WjPARAPET 1.1:5
BLDG. 13 ' r!
49.75' F.F. .. .-
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Publlx
SUPER MARKET
44,000 S.F. WjPARAPET
239 FRONT FlElO SPACES
BLDG. 12
50.00' F,F.
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1 STORY WjPARAPET' I MUTUAL
6 000 S F t 1 STORY W!P ARAPET
BLDG. 9 . : ~ ~ I t 5,250 S.F.
47,50' F,F. .' ....t BLDG. 10
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LEGEND
\
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6
mIl
HANDICAP PARKING
PROPOSED DRAINAGE INLET
PROPOSED CURB
SITE BOUNDARY LINE
CENTER LINE OF ROAD
RIGHT-OF-WAY
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TYP
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HC
HANDICAP
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@ 10 PARKING SPACES
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C1TY CONSTRUCT 6'
SlDEWALK AT
PROPOSED BUILDING
LOCA 110NS
11' 'MOTH PROPOSED ALONG
ruSKA'MLLA DEDICA 110N
TO CITY
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SIZE
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RETAIL/OFF1CE
2 STORY
19600 S.I='.
BLDG. 2
45.50' F,F.
PROPOSED CONSTRUCTION NOTES.
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1. ALL CURB RADII TO BE 3 FEET AND TO FACE OF CURB,
UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB,
UNLESS OTHERWlSE NOTED.
3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED
ACCORDING TO F.D.O. T. INDEX 304 OR A.D.A. 5T ANDARDS,
WHICHEVER IS MORE RESTRICTIVE.
4. ALL BUILDINGS AND STRUCTURES ARE PARALLEL TO THE
ADJACENT PROPERTY LINE
5. REFER TO TYPICAL PAVEMENT SECTION DETAIL ON SHEET 6.
6. WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED
DURING INSTALLATION OF UTILITIES. THE LINES SHALL BE
ADJUSTED BY THE CONTRACTOR. IF ROOTS MUST BE CUT,
THEY SHALL BE CUT OFF EVENLY WlTH CLEAN SHARP PRUNING
TOOLS. THE INSTALLER SHALL MINIMIZE THE DAMAGE OF
EXISTING ROOT SYSTEMS. SEE LANDSCAPE PLAN FOR
ADDITIONAL TREE SAVE INFORMATION.
5. ALL UTILITIES TO BE UNDERGROUND
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DRAINAGE STRUCTURES-
~~]) FOOT lYPE "f" INLET E~
GRATE EL. == 46.00
INVERT. El. (NE) :::& 41.50
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cQ~2~ FOOT ll'PE "f" INLET
GRATE EL. ::J 44.74
INVERT. EL. (E) =- 40.24
~ STORMWATER MANHOLE
~~ RIM EL. :::I 43.88
INVERT. EL. (5) = 38.85
INVERT. EL. (W) u 39.98
INVERT. EL. (N) :::I 38.35
cf...;s]) FOOT TYPE "C. INLET
GRATE EL. = 43.50
INVERT. EL. (W) == 36.13
INVERT. EL. (5) = 38.06
INVERT. EL. (N) :::I 35.63
~~~ MITERED END SECTION
INVERT. EL. (N) = 35.57
GRADING
LEGEND
cQ~~ FOOT TYPE "p-,. INLET
(LA8ELED $-10 ON CPH
ROADWAY PlANS)
TOP EL. 47.16 (EXIST.)
INVERT. EL. (NW) ::s 39.98 ~ FOOT TYPE "F" INLET
INVERT. EL. (E) = 37.95 ~ GRATE EL = 46.00
INVERT. EL. (5) == 39,24 INVERT. EL. (SW) :::I 41.50
~~1~B EXISTING P-1 INLET ~V FOOT TYPE "P-4" INLET
(LABELED $-3 ON CPH THROAT EL. :::I 46.00
ROADWAY PLANS) INVERT. EL. (NE) == 41.12
TOP EL. ::: 37.78 (EXIST.) INVERT. EL. (NW) ::I 40.62
INVERT. EL. (NE) = 29.63 (EXIST.) ct~1j) REMOVED
INVERT. EL. (SW) = 30.00 (EXIST.)
INVERT. EL. (NW) :::I 29.63 (f~1:9 FOOT TYPE "P-4" INLET
THROAT EL. ::: 47.00
~ FOOT 1l'PE "c" INLET INVERT. El. (SE) == 40.03
~ GRATE EL. == 47.10 INVERT. EL. (NW) == 40.03
INVERT. EL. (NE) =:I 38,22
INVERT. EL. (W) == 38,22 (f~1]) fOOT TYPE "P-4" INLET
~ THROAT EL. =:I 47.00
D-2 FOOT TYPE "c" INLET INVERT. EL. (SE) - 39.78
GRATE EL. == 47.10 INVERT. EL. (NW) :: 39.78
INVERT. EL. (E) == 38.40
INVERT. EL. (SW) :: 38.40 t[)16\ FOOT TYPE P-4
~ THROAT EL. :::s 47.00
INVERT. EL. (SE) :: 39.51
INVERT. EL. (N) = 39.51
c~
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STORMWATER MANHOLE
RIM EL. :::s 46.74
INVERT. EL. (5) :: 38.49
INVERT. El. (NE) = .38.49
cQ~2p FOOT TYPE "c" INLET
GRATE EL. = 46.00
INVERT. EL. (SW) ::2 38.09
INVERT. EL. (NE) ::2 37.59
~]) FOOT TYPE "c" INLET
GRATE EL. == 46.00
INVERT. EL. (5W) = 37.40
INVERT. EL. (NE) = 37.40
(f-=2}) FOOT lYPE "c" INLET
GRATE EL. ::I 46.00
INVERT. EL. (SW) = 37.06
INVERT. EL. (SE) :: 36,56
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~ INVERT. EL. (E) :os 35.00
~~~ FOOT TYPE "c" INLET
GRATE EL. = 45.75
INVERT. EL. (NW) = 36.40
INVERT. EL. (SE) ::s 36.40
~-~2~ STORMWATER MANHOLE
RIM EL. = 44.45
INVERT. EL. (NW) = 36,25
INVERT. EL. (E) :::I 36.25
FINISH FLOOR ELEVATION
SIDEWALK
EXISTING GRADE ELEVATION
PROPOSED GRADE ELEVATION
DRAINAGE INLET
MITERED END SECTION
PROPOSED SWALE STORMWATER FLOW
EXISTING SWALE STORMWATER FLOW
SURFACE STORMWATER FLOW DIRECTION
DRAINAGE STORMWATER FLOW DIRECTION
./
~ FOOT TYPE "c" INLET
~ GRATE EL :::: 47.35
INVERT, EL. (E) = 38.93
INVERT. EL. (W) ::2 38.93
~ FOOT rt'PE "F" INLET
~ GRATE EL. :::I 47.50
INVERT. EL. (E) :::: 41.05
INVERT. EL. (S) = 39.75
INVERT. EL. (W) ::: 39,25
ro=-0 FOOT riPE "c" INLET
~ GRATE EL. ::J 47.50
INVERT. EL. (E) :::: 41.90
INVERT. EL. (W) = 41.65
\
(f~]) FOOT 1l'PE "F" INLET
GRATE EL. :::I 44.50
INVERT. EL. (W) = 40.00
~ FOOT TYPE "F" INLET
~~ GRATE EL. ::: 45.05
INVERT. EL. (E) = 39.51
INVERT. EL. (W) :::I 39.51
(f~]) FOOT TYPE ifF" INLET
GRATE EL. ::: 45.55
INVERT. EL. (E) = 38.86
INVERT. EL. (N) ::: 38.86
UMITS OF CONSTRUCllON
~D 27 FOOT TYPE "F" INLET
~ GRATE EL. == 43.50
INVERT. EL. (N) == 39.00
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INVERT. EL. (W) = 42.36
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INVERT. EL. (N) = 42.75
ro=~ STORMWATER MANHOLE
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INVERT. EL. (SE) :s 39.96
INVERT. EL. (N) == 39.96
~ FOOT TYPE "F" INLET
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INVERT. El. (SW) = 41 ,04/... .'
INVERT. El. (NW) ::: 40.54.'
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8,000 S.F.
BLDG. 11
47.50. F,F.
114.3'X70.0'
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FINISH FLOOR ELEVATION
SIDEWALK
EXISTING GRADE ELEVATION
PROPOSED GRADE ELEVATION
DRAINAGE INLET
MITERED END SECTION
PROPOSED SWALE STORMWATER FLOW
EXISTING SWALE STORMWATER FLOW
SURFACE STORMWATER FLOW DIRECTION
DRAINAGE STORMWATER FLOW DIRECTION
DRAINAGE STRUCTURES
ce::~~ FOOT TYPE "P-l'" INLET
(LABELED S-10 ON CPH
ROADWAY PLANS)
TOP EL. 47.16 (EXIST.)
INVERT, EL. (NW) :::I 39.98
INVERT. EL. (E) = 37.95
INVERT, El. (S) = 39.24
~ EXISTING P-1 INLET
~ (LABELED S-3 ON CPH
ROADWAY PLANS)
TOP EL. = 37.78 (EXIST.)
INVERT, El. (NE) = 29.63 (EXIST.)
INVERT. El. (SW) = 30.00 (EXIST.)
INVERT. EL. (NW) = 29.63
~ FOOT TYPE "C- INLET
"-~ GRATE EL. = 47.10
INVERT. EL. (NE) = 38,22
INVERT. EL. (W) == 38.22
~ FOOT TYPE "c'" INLET
~ GRATE EL. = 47.10
INVERT. EL. (E) ::: 38.40
INVERT. EL. (SW) = 38.40
ro=-3' FOOT TYPE "c" INLET
~ GRATE EL. = 47.35
INVERT. EL. (E) ::: 38.93
INVERT. EL. (W) :2 38.93
~ FOOT TYPE "F- INLET
~ GRATE EL. ::: 47,50
INVERT. EL. (E) = 41.05
INVERT. EL. (5) = 39.75
INVERT. EL. (W) = 39.25
ro=-S' FOOT TYPE "c" INLET
~ GRATE EL. = 47.50
INVERT. El. (E) ::: 41,90
INVERT. EL. (W) = 41.65
~ FOOT TYPE -C" INLET
~ GRATE EL. = 46.50
INVERT. EL. (S) ::: 42.36
INVERT. El. (W) = 42.36
~ FOOT TYPE -C- INLET
~ GRATE EL. ::: 47.00
INVERT. EL. (N) = 42.75
~ STORMWATER MANHOLE
~-=v RIM EL. ::: 48.1
INVERT. EL. (SE) = 39.96
INVERT. EL. (N) :2 39.96
~ FOOT TYPE -F- INLET
~ GRATE EL. :::: 46.00
INVERT. EL. (SW) = 41.04
INVERT. EL. (NW) ::: 40.54
~~9> FOOT TYPE ifF" INLET
GRATE EL. = 46.00
INVERT. El. (NE) = 41.50
DRAINAGE STRUCTURE NUMBER
EROSION CONTROL
CONCRETE PAVEMENT
ASPHALT PAVEMENT
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INVERT. El. (SW) == 41.50
FOOT TYPE "P- 4 '" INLET
THROAT EL. == 46.00
INVERT. EL. (NE) == 41.12
INVERT. EL. (NW) = 40,62
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INVERT. EL. (SE) = 40.0.3
INVERT. EL. (NW) == 40.03
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INVERT, EL. (SE) == 39.78
INVERT. EL. (NW) = 39,78
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INVERT. EL. (SE) = 39.51
INVERT. EL. (N) = 39.51
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GRATE El. ::: 45.55
INVERT. EL. (E) = 38.86
INVERT. EL. (N) :::: 38.86
~~~ STORMWATER MANHOLE
RIM EL. = 46.74
INVERT. EL. (S) :::: 38.49
INVERT, EL. (NE) = 38.49
~ FOOT TYPE "c" INLET
GRATE EL ::: 46.00
INVERT. EL. (SW) =s 38.0 Gj
INVERT. EL. (NE) :::I 37.59 ~
ce::~ FOOT TYPE "c" INLET ~
GRATE EL. :::: 46.00 W
-.J
INVERT. EL. (SW) = 37.4 .....
INVERT. EL. (NE) = 37.4 ffi
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INVERT. EL. (SW) = 37.0
INVERT. EL. (SE) == 36.56
~~ ~ &
---:-; @~ ~ 10 ~
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ce::~ FOOT TYPE "C" INLET
GRATE EL. ::: 45.75
INVERT. EL. (NW) = 36.40
INVERT. EL. (SE) = 36.40
<Q'~ 2]) STORMWATER MANHOLE
RIM EL. :: 44.45
INVERT. EL. (NW) :::J 36.25
INVERT. El. (E) =: 36.25
ce::;2~ FOOT TYPE "F- INLET
GRATE EL. == 43.50
INVERT. EL. (N) ::: 39.00
<e..-j~ FOOT TYPE "F- INLET
GRATE EL. = 44.74
INVERT. EL. (E) = 40,24
<e..~]) STORMWATER MANHOLE
RIM EL. == 43.88
INVERT. EL. (S) = 38,85
INVERT. El. (W) = 39.98
INVERT. EL. (N) = 38.35
<e..0]) FOOT TYPE -C" INLET
GRATE EL. = 43.50
INVERT. EL. (W) ::: 36.13
INVERT. EL. (5) = 38.06
INVERT. EL. (N) == 35.63
cQ~ ~ MITERED END SECTION
INVERT. EL. (N) == 35.57
ce::-=3p MITERED ENO SECTION
INVERT. EL. (E) == 35.00
I .
VARIES
EL. VARIES
(35.57' -35.00')
NOTES:
1. SOD SIDE SLOPES
2. MIN. SLOPE TO BE 4: 1
SWALE DETAIL
(N, T.S,)
KEY MAP
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\..\ )'" ... ,\,('-7' ~ t- INVERT. EL. (W) == 40.00
I ,,~\ ~.......(; Q:P
, " \,\~/, \ '. '<~.;,.~ ~ FOOT TYPE "F- INLET
''''?'\\ ' ,\ \ '" ..f..J GRATE EL. ::::I 45.05
\- ' '<r \ ' ' '\ ' 0 INVERT. ~ (E) = 39.51
~~ 'lJO > \ ~X \ 0~VE~v <fL. (W) ::: 39.51
~ ~ I-~~ ~ \ '. <to' ~~c5'>.'?'
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SANITARY SEWER STRUCTURES
(f~=Y
UTILITY LEGEND
EXISTING SIGNAGE
EXISTING UTILl1Y POLE
EXISTING GUY WI WIRE
EXISTING CHECK VALVE
EXISTING GATE VALVE
EXISTING FIRE HYDRANT
EXISTING REDUCER
EXISTING BLOWOFF
EXISTING WATER METER
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NOTE TO CONTRACTORS:
/
9
EXIST. MH RIM EL. = 41.08 (EXIST.)
INVERT. EL. (E) = 33.75 (EXIST.)
INVERT. EL. (SW) = 33.85 (EXISTING 8" HOLE )
RIM EL. = 43.65
INVERT. EL. (SW) = 39.45
INVERT. EL. (SE) = 34.10
INVERT. EL. (N) = 39.45
RIM EL. = 43.6
INVERT. EL. (N) == 39.91
INVERT. EL. (5) == 40.01
80'
t
,./
/
BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO
FIELD VERtFY THE EXISTENCE AND LOCATION OF UNDERGROUND
UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT
THE UTILITY OWNER'S RECORD DRAWINGS. BUT THE UTILITY OWNER
AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR
OTHERWISE. THE ACCURACY OF THESE UTILITY OWNERS RECORD
DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY
RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN
ON PLANS.
/
/
L DEVELOPED BY CITY _
",
/
~s~j)
Cis~y
/ '( ~
~
RIM EL. = 44.29
INVERT. EL. (NW) = 40.28
INVERT. EL. (E) = 40.18
RIM EL. = 46.85
INVERT. EL. (SE) = 41.34
0'
~ .
SCALE: 1" = 40'
40'
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/ V INVER'\:~~l1~;) 8:~.15:\;>,!' y . . j' (.;:. . //'~ )1 I. <,//?,:/~' ~>.~l' (-. -:) </;..'~ (':,))
SERV1CE CONNECTlON/ / / c. z. ,::J '\ \ ~11JBOU.., T.','.. ..;,,>(6- DDCV NOTE: . .,' . :-. <.;, ; ~... )~ J / '.' I.'> /) , ./ ~ ~
/ " . . PIPE MAY 8E RELOCATED DURING I ,/ ( , r ' . , ,/ . , ( / ~
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~6~~E~~Ag: FOR TENANT 10' WIDTH TO BE W ". - 6" WASTE . ., \,h '\ .(<:< ',..~j ".~..J \ '-. ,__) '-, ,.,.~)
4" SANITARY CONffiETE '/MEEL STOP (~.~,. .....~ .,~~ 264 Lf 8" PVC 0 0.4"
~-------~-~-~-~---~--r-'--~-----
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-r" ',. ": .....' .. _I ". '.1:.. I, L': ".. \ ':. [.11 r, ['., i ! , ' MUTUAL r "
- - - I!_ ;~_:t 6" C_-900 PV_C_W\4 . _ ___ _ ",,_~)_~_ _ __ _ _'>,~ 'I. 1.-"-'1'; 1 ST01:6Bo'7~:OOgDWrGX~8~6:.F.FRo...APET ......~.]. I. II ....' 1 ST04i7':.yi"!F~:FF.. APET :' .. ; 1 S~~~L~%~ET
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. .. ~7;~ \ - - . - .~~ "
o
EXISTING SANITARY CLEANOUT
44.21
RIM EL. = 48.11
INVERT. EL. (NW) =
if/
----tfn1
EXISTING WATER MAIN
\
\
d Q1; v.1DTH TO 8E
\ r DEC1CA TED ALONG
~ HICKORY GROVE: -.
~~. \
~
o
\
\
\ /'
V
RIM EL. = 48.13
INVERT, EL. (SE) = 43.07
INVERT. EL. (NW) == 43.07
,/
#
,
.---~--aal' ---..-
EXISTING SANITARY MAIN
------ 9,j!J ~--,,---
EXISTING GAS LINE
EXISTING OVER HEAD WIRES
,
--.--ohvrt ~~--
._~--_._- be -------
/ UMITS OF CONSTRUCllON
~
~ RIM EL. = 47.74
~ INVERT. EL. (SW) = 43.44
INVERT. EL. (SE) = 42.36
INVERT. El. (NW) = 42.36
/
#
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G~
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#
,
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WL-
PROPOSED SANITARY SEWER LINE
5S
GAS-
~ RIM EL. = 47,64
~ INVERT. EL. (SE) = 43.85
INVERT. EL. (NE) = 43.75
/,
.."./
~.
PROPOSED GAS LINE
.!or
/
RETAJL/OfFlCE
2 STORY
13.500 S.F.
BLDG. 5
49.00' F,F.
135.0'X50,O'
, .
~ RIM EL. = 48.50
~ INVERT. EL. (NW) =
~...(
~ ~O
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,
,
..... ./......
,
.
PROPOSED CLEANOUT - CO
44.16
, 0' 0..... I
TO BE
DEVELOPED FUTURE
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PROPOSED GATE VALVE - GV
...
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BLOW OfF SAMPLE P04NT 1 __
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PROPOSED FIRE HYDRANT - FH
PROPOSED REDUCER
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TO BE
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PROPOSED BLOWOFF - 80
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PROPOSED WATER METER - WM
e
~
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PROPOSED SANITARY MANHOLE - MH
/
"~/
NOTE:
1. ALL FIRE HYDRANT TO
BE PAINTED YELLOW
2. ALL UTILITIES TO 8E
--
~
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/ ~\J\\;
/
/
ClTY TO CONSTRUCT 5'
SIDEWALK AND PROPOSED
BUILDING LOCA nONS
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T BY TENANT
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BEFORE BEGINNING SITE WORK, THE CONTRACTOR tS REQUIRED TO
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UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT
THE UTiliTY OWNERJS RECORD DRAWINGS, BUT THE UTILITY OWNER
AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR
OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD
DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY
RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN
ON PLANS.
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MANHOLE (BY CI TY)
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INVERT. EL. (NW) = 42.36
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UTILITY LEGEND
EXISTING SIGNAGE
EXISTING UTILItY POLE
EXISTING GUY W / WIRE
EXISTING CHECK VALVE
EXISTING GATE VALVE
EXISTING FIRE HYDRANT
EXISTING REDUCER
EXISTING 8l0WOFF
EXISTING WATER METER
EXISTING SANITARY MANHOLE
EXISTING SANITARY ClEANOUT
EXISTING WATER MAIN
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EXISTING OVER HEAD WIRES
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EXISTING BURIED CABLE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
PROPOSED GAS LINE
PROPOSED ClEANOUT - CO
PROPOSED GATE VALVE - GV
PROPOSED FIRE HYDRANT - FH
PROPOSED REDUCER
PROPOSED 8l0WOFF - 80
PROPOSED WATER METER - WM
PROPOSED SANITARY MANHOLE - MH
PROPOSED BACKFLOW PREVENTER
PROPOSED STRUCTURE NUMBER
NOTE:
1. All FIRE HYDRANT TO
BE PAINTED YEllOW
2. All UTILITIES TO BE UNDERGROUND
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GENERAL CONSTRUCTION NOTES
ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DA11JM.
LOCA110NS, ELEVATIONS, AND DIMENSIONS OF EXISl1NG U11UTIES, STRUCTURES,
AND OmER FEATURES ARE SHO~ ACCORDING TO THE BESr INFORMA110N AVAJLABLE
AT THE llME OF PREPARATION OF rnESE PLANS. THE CONTRACTOR SHALL VERIFY
niE LOCA TlONS, ElEVA l1ONS, AND DIMENSIONS OF ALL EXISllNG UllUTlES,
STRUCTURES AND OTHER FEATURES AFFECTlNGTl1IS WORK PRIOR TO CONSTRUCTlON.
THE CONTRACTOR SHALL CHECK ll1E PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. ll-iE CONTRACTOR SHALL NOTlFY lliE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFfECTED AREA.
THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTlUT1ES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
U11L1TY COMPANIES, IN ORDER TO PERMIT MARKING niE LOCATIONS OF" EX1SllNG "
UNDERGROUND UllLlllES, IN ADVANCE OF CONSTRUCllON, BY CALLING SUNSHINE
AT 1-800-432-4770. TtiE CONTRACTOR IS RESPONSIBLE FOR CONTACT1NG ALL
UTlUTIES NOT INCLUDED IN mE "SUNSHINE" PROGRAM.
THE CONTRACTOR IS RESPONSlBLE FOR REPAJRING ANY DAMAGE TO EXISTlNG
FACIUTIES, ABOYr: OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF niE
WORK PERFORMED BY THE CONTRACTOR.
ALL UNDERGROUND UTlLlTlES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
IT IS THE CONTRACTOR'S RESPONSIBIUTY TO BECOME F AMIUAR Wl~ mE PERMIT
AND INSPEC110N REQUIREMENTS OF 111E VARIOUS GOVERNMENTAL AGENCIES. niE
CONTRACTOR SHALL OBTAJN ALL NECESSARY PERMITS PRIOR TO CONSTRUCllON, AND
SCHEDULE INSPECTlONS ACCORDING TO AGENCY INSTRUCTlON,
8. ALL SPECIFICAllONS AND DOCUMENTS REFERRED TO SHALL BE OF LA TEST
REVISIONS AND/OR LATEST EDITlON.
9. ALL WORK PERFORMED SHALL COMPLY WtTH Tl1E REGULA TlONS AND ORDINANCES OF
mE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTlON OVER TtiE WORK.
10. HiE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO mE OWNER'S ENGINEER, SHOP
DRA'MNGS ON ALL PRECAST AND MANUFACTURED I1EMS 'MilCH ARE FROM THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLAllON MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWlNGS ARE TO BE
REVIEWED AND APPROVED BY 111E CONTRACTOR PRIOR TO SUBMITTAL TO mE
OWNER'S ENGINEER.
WA TER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS:
GRAV1TY SE'NERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAJD
TO PRO'-t1DE A MINIMUM VERl1CAL DiSTANCE OF 18 INCHES BETWEEN THE INVERT
OF mE UPPER PIPE AND THE CROWN Of 111E LOWER PIPE. THE CROSSING SHALL BE
ARRANGED SO THAT mE SE~R JOINTS AND WATER JOlNTS 'MLL BE EQUALLY
SPACED FROM niE POINT OF CROSSING 'MTH NO LESS THAN 10 FEET BETWEEN ANY
TWO JOINTS. 'M1ERE mE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAJNED,
n1E SEWER SHALL BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR 20 FEET
CENTERED ON 111E POINT OF CROSSING.
\'MERE THERE IS NO Al TERNA'nVE TO SEWER PIPES CROSSING OVER WATER MAINS,
mE PIPES SHALL BE CENTERED AT THE CROSSING AS INDICATED ABOVE, AND ll-iE
WATER MAIN SHALL BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR 20
FEET CENTERED ON mE POINT OF CROSSING. ADEQUATE STRUCTURAL SUPPORT
SHALL BE PROVIDED FOR ll-iE SE'M:R TO PREVENT DAMAGE TO mE WATER MAIN.
HORIZONTAL SEPARATlON BElW'EEN PARALLEL LINES:
GRA"'TY SE'NERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY
EXISTlNG OR PROPOSED WATER MAIN. mE DISTANCE SHALL BE MEASURED EDGE TO
EDGE. IN CASES 'M1ERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT
SEPARAllON, mE WATER MAJN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON
AN UNDISTURBED EARlH S~~ELF LOCATED ON ONE SIDE OF n~E SE'M:R AND AT AN
ELEVA110N so mAT 111E BOTTOM OF mE WATER MAIN IS AT LEAST 18 INCHES
ABOVE mE TOP OF THE SEWER, AND mE WATER AND SEwt:R JOfNTS SHALL BE
ST AGGER ED.
FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY
EXISTlNG OR PROPOSED WATER MAIN.
SANITARY SE'NER/RECLAIMED WATER AND POTABLE WATER/RECLAIMED WATER SEPARATlONS
Wl-iEN THE RECLAIMED WATER LINE IS TRANSPORllNG WATER FOR PUBLIC ACCESS
IRR1GA TlON:
MAXIMUM OBTAJNABLE SEPARATION OF RECLAlMED WATER LINES AND DOMESTlC
WATER LINES SHALL BE PRACTlCED. A MINIMUM HORIZONTAL SEPARATION OF 5
FEET (CENTER TO CENTER) OR 3 FEET (OUTSlOE TO OUTSIDE) SHALL BE
MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS
OR SEWAGE COLLECl1ON LINES. AN 18 INCH VERTlCAL SEPARATlON SHALL BE
MAINTAINED AT CROSSINGS.
'MiEN mE RECLAIMED WATER LINE IS TRANSPORTlNG WATER FOR NONPUBLlC ACCESS
IRRIGA T10N:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, A 10
FOOT HORIZONTAL AND 18 INCH VERTICAL SEPARATlON SHALL BE MAINTAINED
BElW'EEN mE RECLAIMED WATER MAIN AND ALL EXISTlNG OR PROPOSED POTABLE
WATER MAINS. NO MINIMUM SEPARAllON IS REQUIRED BET'M:EN THE REClAJMED
WATER MAlN AND SANITARY SEWERS, OTHER lHAN THAT NECESSARY TO ENSURE
STRUCTURAL INTEGRITY AND PROTECTlON OF mE LINES Tl1EMSELVES.
NOTE: 'M1EN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTlCAL
SEPARA TlONS AS STlPULATED ABOVE, TliE DEPARTMENT OF ENVIRONMENTAL PROTECTION
(DE?) MAY ALLOW DEVlATlON ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM
mE DESIGN ENGINEER. APPROVAL FOR mE DEVlA TlON MUST BE OBTAJNED PRIOR TO
CONSTRUCTlON,
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VlSUAL INSPECTlON BY 111E
OWNER'S ENGINEER. CONTRACTOR TO NOTlFY 111E ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE INSPECllON.
2. 111E CONTRACTOR SHALL PERFORM AN INFll TRA TION/EXFIL TRA llON TEST ON ALL
GRAVlTY SEWERS IN ACCORDANCE 'MTH niE REGULATlON AGENCY HAVING
JURISDICT10N. SAID TESTS ARE TO BE CERTlF1ED BY TliE ENGINEER OF RECORD
AND SUBMITTED TO 111E REGULA TORY AGENCY FOR APPROVAl.
COORDINATION AND NOTlF1CA TION Of ALL PARTlES IS THE CON TRACTOR'S
R E SP ONSl Bill TY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATlC PRESSURE TEST IN
ACCORDANCE 'MTH THE REGULATORY AGENCY HAV1NG JURISDICTlON. SAJD TESTS
ARE TO BE CERTlFIED BY mE ENGINEER OF RECORD AND SUBMITTED TO n1E
REGULATORY AGENCY FOR APPROVAL. COORDINA110N AND NOTlFICATlON OF ALL
PARTlES IS THE CONTRACTOR'S RESPONSlBIUTY.
SANtT ARY SEWER NOTES
1. ALL SANtTARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
1.
6. 111E CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMO~NG ANY
EXISllNG STRUCTURES.
7. IT IS TI1E CONTRACTOR'S RESPONSIBIUTY TO NOTlFY ALL UTlUTY COMPANIES TO
DISCONNECT OR REMOVE -rnEIR FACIUTlES PRIOR TO REMO~NG OR DEMOUSHING
ANY EXISllNG STRUCTURES FROM THE SITE.
8. Tl-iE LOCATlON Of ALL EXISTlNG UllUTlES SHOWN ON TI1E PLANS HAVE BEEN
DETERMINED FROM -111E BEST INFORMATION AVAILABLE AND ARE GWEN FOR mE
CONVENIENCE Of THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBIUTY
FOR ACCURACY. PRIOR TO THE START Of ANY CONSTRUC1l0N ACTlVlTY, IT SHALL
BE mE CONTRACTOR'S RESPONS1BlUTY TO N011FY TliE VARIOUS UTlLlTlES AND
TO MAKE mE NECESSARY ARRANGEMENTS FOR ANY RELOCATlONS OF mESE
UllLl11ES 'MTH Tl1E OWNER OF 111E UTIUTY. THE CONTRACTOR SHALL EXERCISE
CAUTlON 'MiEN CROSSING ANY UNDERGROUND UllUTY, 'M1ETl1ER SHOWN ON HiE
PLANS OR LOCATED BY mE UTlLlTY COMPANY. ALL UTlLlTlES 'MilCH INTERFACE
'MTH mE PROPOSED CONSTRUC1l0N SHALL BE RELOCATED BY THE RESPECTIVE
UT1UTY COMPANIES, AND mE CONTRACTOR SHALL COOPERATE 'MTHTl1E UllllTY
COMPANIES DURING RELOCATlON OPERATlONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR BY THE VARIOUS UTlUTlES SHALL BE INCIDENTAL TO
THE CONTRACT AND NO EXTRA COMPENSATlON 'MLL BE ALLOWED.
9. THE CONTRACTOR 'MLL BE RESPONSlBLE FOR MAKING A VlSUAL INSPECTlON OF THE
SITE AND 'MLL BE RESPONSIBLE FOR mE DEMOUTION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT 'MLL NOT BE INCORPORATED
'MTH THE NEW FACIUTIES. SHOULD ANY DISCREPANCIES EXIST 'MTH THE PLANS,
THE CONTRACTOR SHALL BE RESPONSlBLE FOR CALLING mE OWNER AND REQUESTlNG
A CLARIFICATION OF 111E PLANS PRIOR TO DEMOl/TlON.
10. DURING CONSTRUCTION, ALL STORM SEW'ER INLETS IN niE V1CINITY OF Tl1E
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC., 'M-iICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTlON PROGRESS.
11. ALL EROSION AND SIL TA 110N CONlROL ME1l100S SHALL BE IMPLEMENTED PRIor~ TO
mE START OF CONSTRUCTlON AND MAINTAlNED UNTlL CONSTRUCTlON IS COMPLETE.
12. 'MiEN CONSTRUCTION IS COMPLETED, THE RETENTlON/OETEN1l0N AREAS 'MLL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SIL TATlON CURTAIN) TO PREVENT SlLTATlON OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WA TERWA YS, AND EXiSTlNG 'W'ETLANDS. IN ADDITION,
ll-iE CONTRACTOR SHALL PLACE STRAW, MULCH, OR omER SUITABLE MATERIAL ON
niE GROUND IN AREAS 'M1ERE CONSTRUCT10N RELATED TRAFFIC IS TO ENTER AND
EXIT mE SITE. IF, IN111E OPINION OF mE ENGINEER AND/OR LOCAL
AU 1l10RI1lES, EXCESSIVE QUANTITlES OF EARTH ARE TRANSPORTED OFF-SHE
EimER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, TI1E CONTRACTOR IS TO
REMOVE SAID EAR1l1 TO TtiE SAT1SFACTlON OF THE ENGINEER AND/OR
AUTHORtllES.
14, IF 'MND EROSJON BECOMES SJGNIF1CANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE TI1E AFFECTED AREA USlNG SPRINKLING, IRRIGA nON, OR OTtiER
ACCEPTABLE METI10DS.
15. niERE IS TO BE NO DISCHARGE (I.e. PUMPING, SHEET FLOW, SWALE, DITCH,
ETC.) INTO EXISTlNG LAKE SYSTEM, 'It'ETLAND, OR RIVER, 'M1l10UT n~E USE OF
SETTUNG PONDS. IF 1l1E CONTRACTOR DESIRES TO DISCHARGE INTO 1l1E EXiSTlNG
LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND
APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULA TORY AGENCY PRIOR TO
CONSTRUC110N.
16. NO LAND CLEARING BURNING IS PERMITTED 'M1111N THE CITY LIMITS OF 'MNTER SPRINGS.
2.
J.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POl YVtN'ft CHLORIDE PIPE, SOR 35 OR AS OTHER'MSE INDICA TED ON mE
CONSTRUCTION DRA'MNGS.
3. ALL SANlTARY SEWER WORK SHALL CONFORM 'MTH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECllNG NEW WORK TO EXISTlNG
LINES OR APPURTENANCES, Tl1E CONTRACTOR SHAll ~RIFY LOCA 11 ON AND
ELEVA TlON OF EXISTING CONNECTION POINT AND NOTlFY OWNER'S ENGINEER Of'
ANY CONFUCTS OR DISCREPANCIES.
5. pve PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-30.34-77C, MA SDR 35. INSTALLATION Of SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE 'MlH 111E REQUIREMENTS OF ASTM SPECIFICATION SECTlON 02321.
ALL SANITARY SEWER PIPELINES SHALL BE SCUD GREEN IN COLOR.
6. ALL pve FORCE MAINS SHALL BE CLASS 200, SDR 21, COlOR GREEN, 'MTH A
NON-METALLIC WARNING TAPE A MINIMUM OF 2- 'MDE, PLACED 1 FOOT BELOW mE
PROPOSED GRADE. THE PRINTlNG ON THE TAPE SHOULD READ
"FORCEMAJN-. PLEASE SEE DETAIL SHEETS FOR ADDITlONAL REQUIREMENTS.
7. At.h--OOGllt~tR{iN-PW€-SHAlt- Bf--~AS&-{}2-~N-A~E-IMlH-AN5J-A-21-:-50
-(Aw.NA-G-1-W}-ANG-ANS4-A21.5~{AWWA-G-t6t}.-00Ct+lf-~P~~Al-h--
-RfCfJVE-WT[R4OR-AM}-.fXT[RWR-B~n.J,WNOOS-GOA TING--W-ACCDROAN~~tH-ANSI
-A-21-;~ A-21.8;-GR-- A- 21-.-5~.
8. ALL SANITARY SEWER GRAVlTY MAJNS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D.I.P. ARE TO BE POL YUNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
10. TI1E CONTRACTOR SHALL PROVIDE CERllFIED UllUTY RECORD DRA'MNGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRA'MNGS SHALL
SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS AND
SERVICES. 1l1E CONTRACTOR SHALL PRO'-t1DE TEN COPIES Of mE CERllF1ED
RECORD DRA'MNGS TO mE ENGINEER.
4.
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SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
11. A T LEAST THREE (3) WORKING DAYS PRIOR ro CONSTRUCTION, mE CONTRACTOR
SHALL NOllFY 'n1E ENGINEER AND APPROPRIATE AGENCIES, AND SUPPL Yn1EM 'MTH
All REQUIRED SHOP DRA'MNGS, TI1E CONTRACTOR'S NAME, STARllNG DATE,
PROJECTED SCHEDULE, AND OlliER INFORMATION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOT1FYlNG THE ENGINEER, OR 'MTHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT A T11iE CONTRACTOR'S
EXPENSE.
12. WORK PERFORMED UNDER TI1IS CONTRACT SHALL INTERFACE SMOOmL Y WtTH OTtiER
WORK BEING PERFORMED ON SITE BY Oll-iER CONTRACTORS AND UllllTY COMPANIES.
IT 'MlL BE NECESSARY FOR T11E CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACllVlTlES, 'M1ERE NECESSARY, 'MTH 0111ER CONTRACTORS AND Ul1UTY
COMPANIES.
13. BACKFILL MATERIAL SHALL BE SOUDL Y TAMPED AROUND PIPES IN 6- LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE ll-iE TOP OF l11E PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 98% OF MODIFIED PROCTOR
(AASHTO T-180),
14. SHE WORK CONCRETE SHALL HAVE A COMPRESSIYr: STRENGm OF A T LEAST 3,000
P.S.1. IN 28 DAYS, UNLESS OniERWtSE NOTED.
15. REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE OR
BETTER.
WATER SYSTEM NOTES
SAFETY NOTES
PAV1NG, GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE 'MTH THESE PLANS, OR AS DIRECTED BY mE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY 1l1E OWNER.
EXCA VA TED AREAS ARE TO BE BACKFILLED 'MTti APPROVED MATERIALS AND
COMPACTED AS SHO'l1N ON THESE PLANS.
2, mE CON TRACTOR SHALL BE RESPONSIBLE FOR PROTECT1NG EXCA VA TlONS AGAINST
COLLAPSE AND 'MLL PROVIDE BRACING, SHEE TING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY 'M1ILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. IT MAY BE NECESSARY TO F1ELD ADJUST PAVEMENT ELEVATlONS TO PRESERVE n,E
ROOT SYSTEMS OFmEES SHOWN ro BE SAVED,11iE CONTRACTOR IS TO COORDINATE
'MlH OWNER'S ENGINEER PRIOR TO ANY ELEVA T10N CHANGES.
4. PRIOR TO CONSTRUCTlNG CONCRETE PAVEMENT, n1E CON TRACTOR IS TO SUBMIT A
PROPOSED JOINTlNG PA TTERN TO 111E OWNER'S ENGINEER FOR APPROVAL.
5. 1l1E CONTRACrOR IS TO PRO\1DE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
'MTH SEALER, AT ABUlMENT OF CONCRETE AND ANY STRUCTURE.
6. ALL PAVEMENT MARKINGS SHALL BE MADE 'MTH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12 OR 971-13. PARKING STALL SlRIPING
TO BE 4" 'MDE PAINTED 'M1ITE STRIPES.
7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL 'MiEN THE DISTANCE
BETWfEN Tl1E PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
lliAN nvtL VE (12) INCHES. SEE "EXTRA BASE FOR CROSS CULVERTS UNDER
FLEXIBLE PAVEMEN T DETAIL:
8. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS".
9. ALL STORM SE'NER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTI1ER'MSE NOTED ON PLANS.
10. PVC STORM PIPE, 12- AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS 0111ER'MSE NOTED.
11. PIPE LENGTl1S SHOWN ARE APPROXIMATE AND TO THE CENTER Of DRAINAGE
STRUCTURES. PIPE LENGTH FOR MITERED END AND FLARED END SEc.nONS ARE TO
END OF PIPE.
12. ALL DRAINAGE STRUCTURE GRATES AND COVERS 'NIlHINTRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
13. mE CONTRACTOR IS TO SOD TliE RETENTlON/DETENTlON POND AS INDICATED ON
PLANS 'Mll-iIN ONE 'M':EK FOlLO'MNG CONSTRUCTlON OF THE POND.
14. MATERIALS AND CONSTRUC110N MEll-iOOS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WlTH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFlCATlONS FOR
ROAD AND BRIDGE CONSTRUCTION, 1991, OR LA TEST REV1SION THEREOF AND
SUPPLEMENTAL SPECIFICATlONS TtiERETO.
15. UNDERCUTI1NG AND/OR OVER EXCA VA TING THE RE TENTlON/DETENTlON AREAS WlLL
NOT BE ALLO'NED.
16. TI1E CONTRACTOR SHALL PROVIDE CER11FIED RECORD DRA'MNGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. niE RECORD DRA'MNGS SHALL SHOW
FINAL GRADES, INVERTS, AND LOCA TlONS OF ALL STORMWA TER F ACllITlES
INCLUDING ll-iE STORMWA TER POND, DRAINAGE STRUCTURES, BERMS & SWALES. mE
CONTRACTOR SHALL PROVIDE lEN COPIES OF ll-iE CERTlFIED RECORD DRA'MNGS TO
THE ENGINEER FOR THE PURPOSE OF CERTlF'f1NG THE STORMWA TER MANAGEMENT
SYSTEM.
1. DURING 111E CONSTRUCTlON AND/OR MAINTENANCE OF 1111S PROJECT, ALL SAFETY
REGULAT10NS ARE TO BE ENFORCED BY mE CONTRACTOR. THE CONTRACTOR OR HIS
REPRESENTATlVE SHALL BE RESPONSlBLE FOR THE CONTROL AND SAFETY OF 111E
TRAVEUNG PUBLIC AND niE SAFETY OF HIS PERSONNEL LABOR SAFETY
REGULATlONS SHALL CONFORM TO THE PRO'-t1SIONS SET FORlH BY OSHA IN THE
FEDERAL REGISTER OF mE DEPARTMENT OF TRANSPORTATlON.
2. niE MINIMUM STANDARDS AS SET FOR1l1 IN ll-iE CURRENT EDITION OF niE STATE
OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND
HIGHWAY CONSTRUCTlON, MAINTENANCE AND UTlllTY OPERATIONS: SHALL BE
FOLLO'NED IN TliE DESIGN APPlICATlON, INSTAlLATlON, MAINTENANCE, AND
REMOVAL OF ALL TRAFFIC CONTROL DEViCES, WARNING DEVICES, AND BARRIERS
NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS 'MTHIN THE
PROJECT LIMITS.
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS
SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVlCES PREPARED BY
TtiE U.S. DEPARTMENT OF TRANSPORTATlON FEDERAL HIGHWAY ADMINISTRATION.
4. LABOR SAFETY REGULA l10NS SHALL CONFORM TO THE PROVlSIONS SET FORm BY
OSHA IN lliE FEDERAL REGISTER OF '111E DEPARTMENT OF TRANSPORTATION.
5. IT SHALL BE THE SOLE RESPONSIBILITY OF mE CONTRACTOR TO COMPLY AND
ENFORCE ALL APPLICABLE SAFETY REGULA TlONS. mE ABOVE INFORMA TlON HAS
BEEN PROVIDED FOR THE CONTRACTOR'S INFORMA110N ONLY AND DOES NOT IMPLY
THA T niE OWNER OR ENGNEER 'MLL INSPECT AND/OR ENFORCE SAFETY
REGULA TlONS.
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM 'MTH LOCAL REGULA TORY STANDARDS AND
SPEClFlCA TlONS.
3. CONFLICTS BETVYEEN WATER AND STORM OR SANITARY SE'NER TO BE RESOLVED BY
ADJUSllNG mE WATER LINES AS NECESSARY.
4. ALL DUCllLE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE Wtn~ ANSJ A 21.50
(AWWA C 150) AND ANS' A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATlNG IN ACCORDANCE 'MTH ANSI A 21.6, A 21.8 OR A
21.51 AND SHALL BE MORTAR UNED, STANDARD n1ICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE 'Mlli ANSl A (AWWA C 104).
5. ALL FlTTlNGS LARGER THAN 2" SHALL BE DUCTlLE IRON CLASS 53 IN ACCORDANCE
'MTl-i AWWA C-110 'Mll1 A PRESSURE RATlNG OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE 'MTH Aw-NA C-lll. FITTlNGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE 'Mn~ AWWA C-104.
6. mE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT TI1E END OF WATER
SER'-t1CE LATERALS TO ASSURE ADEQUATE FLUSHING AND DIS1NFECTION.
7. CONTRACTOR SHALL USE RESTRAlNT JOINTS USING GRIP RULES ON APPROVED EQUAL
AS PROVIDED IN Tl1E MANUFACTURES JOINT RESTRAINT TABLES
8. ALL PVC WATER MAINS 4" TI1ROUGH 12- SHALL BE IN ACCORDANCE 'MTti AWNA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF DR 18 IN
ACCORDANCE WlTI1 ASTM 0-2241.
9. WATER MAIN PIPING OF LESS THAN 4- SHALL BE DR 18 AND HAVE NSF LOGO
PER AWWA C900 DIMENSION RATIO DESIGNAllONS.
10. ALL FITTlNGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC 'MTH SOLVENT 'NELDED
SLEEVE TYPE JOINlS.
11. ALL GATE VALVES 2" OR LARGER SHALL BE RESIUENT SEAT OR RESILIENT WEDGE
MEETlNG 111E REQUIREMENTS OF AWWA C509
12. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UllllTY AND FIRE MARSHAl.
13. MA TERfALS AND CONSTRUCTlON METHODS FOR WATER DISTRIBUTlON SYSTEM SHALL
BE IN ACCORDANCE 'MTti 111E LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIFICA TlONS FOR CONSTRUCTlON, LATEST REVISION l11EREOF, AND
SUPPLEMENTAL SPECIFICATIONS 111ERETO. APPROVAL AND CONSTRUCTlON OF ALL
POTABLE WATER SERVlCE MAIN EXTENSIONS AND CONNECT10NS MUST BE
COORDINATED THROUGHTl1E LOCAL REGULATORY AGENCY.
14. THE CONTRACTOR SHALL PROV1DE CERllFIED u.nUTY RECORD DRA'MNGS, SWNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWlNGS SHALL
SHOW -111E LOCATIONS ON ALL WATER MAINS AND SERVICES. mE CONTRACTOR SHALL
PROVIDE TEN COPIES OF mE CERTlFIED RECORD DRA'MNGS TO 111E ENGINEER.
4. REFLECTlVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE 'MTH FDOT
STANDARD INDEX NO. 17352.
5. STRIPING 'Mll-iIN FOOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE 'MTH
FOOT STANDARD INDEX NO. 17346.
6. SIGNS Wl1l1IN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH
FOOT STANDARD INDEX NO. 11860 AND SHALL BE PLACED IN ACCORDANCE Yt1TH
FOOT STANDARD INDEX NO. 17302,
7. SIGNING AND STRIPING Yt1THIN FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE
'MTI1 THE MANUAL ON UNIFORM TRAFF1C CONTROL DEVICES (MUTCD).
8. ALL WORK PERFORMED 'M1l1IN 111E FLORIDA DEPARTMENT OF TRANSPORTA T10N
RIGHT-Of-WAY SHALL CONFORM TO:
A.) FLORIDA DEPARTMENT OF lRANSPORTATlON STANDARD SPEC1FlCA110NS
FOR ROAD AND BRIDGE CONSTRUCTION (1998), (aka: STANDARD SPECS).
B.) FLORIDA DEPARTMENT OF TRANSPORTAllON ROADWAY AND TRAFFIC
DESIGN STANDARDS, CONSTRUCllON, MAINTENANCE AND UllllTY OPERATIONS
FOR STREETS AND HIGHWAYS ON STATE MAJNTAlNED SYSTEMS. (JAN. 1998),
(aka: STANDARD INDEX). COMPLIANCE 'MTH ALL APPLICABLE INDICES IS
REQUIRED.
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16, ALL PRIVA TE AND PUBUC PROPER TY AFFECTED BY '111IS WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER mAN EXISllNG CONDITlONS UNLESS
SPECIFlCALL Y EXEMPTED BY THE PLANS. ADDITlONAL COSTS ARE INCIDENTAL TO
omER CONSTRUCTlON AND NO EX'TRA COMPENSA T10N IS TO BE ALLOWED.
17. ALL DISTURBED AREAS WHICH ARE NOT TO BE SOODED, ARE TO BE SEEDED AND
MULCJ-iED TO DOT STANDARDS, AND MAINTAJNED UNTlL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO Tl1E REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTl1ER EROStON WORK REQUIRED, 'MLL BE PERFORMED BY mE CONTRACTOR,
UNllL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY ll-iE REGULATORY AGENCY
AND ENGINEER OF RECORD.
18. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOllFY
ALL GAS UllllTlES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVA llNG.
MAPS SHOW ONLY mE APPROXJMATE LOCATION OF GAS MAINS AND DO Nor SHOW
SERV1CE UNES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAJNS OR
SERVICE UNES IS BY AN ON-SITE INSPECTlON BY lliE RESPECTlVE GAS
PERSONNEL. mEREFORE, EXCAVATORS ARE INSlRUCTED TO lELEPHONE 1l1E
RESPECTIVE GAS COMPANY TWO (2) WORKING DAYS BEFORE ENTERING A
CONSTRUC110N AREA.
19. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECTION AND CERllFICA TlON. IT SHALL BE THE CONlRACTORS
RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING
CONSTRUCTION, REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR.
20. TtiE SOILS ENGINEER IS TO SUPPLY THE ENGINEER 'MTH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHAL T RESULTS. THE SOILS ENGINEER IS TO CERTlFY
TO mE ENGINEER OF RECORD, IN ~ITlNG, Tl-iAT ALL TESTlNG REQUIREMENTS,
1:\1 REQUIRED BY TI1E LOCAL REGULA TORY AGENCY, AND TliE FLORIDA DEPARTMENT OF
~ TRANSPORTATION (FOOT), FOR lliE IMPROVEMENTS. AS REQUIRED BY niE
ENGINEERING CONSTRUCTION DRA'MNGS, HAVE BEEN SATISFIED. THE CITY
ENGINEER MUST RECEIVE TEST RESULTS AS SOON AS n~E TEST IS PERFORMED.
21. THE CONTRACTOR IS RESPONSIBLE FOR COORDINA TlNG APPLICABLE lESTlNG 'MTH
mE SOILS ENGINEER. TESTS 'MLL BE REQUIRED PURSUANT 'M~ THE TESTlNG
REQUIREMENTS AS SHOWN ON n1E ENGINEERING CONSTRUCTlON DRA'MNGS. UPON
COMPLETlON OF 1l1E WORK, Tl1E SOILS ENGlNEER IS TO SUBMIT CERllFICAllONS
TO THE OWNER'S ENGINEER, STATlNG mAT ALL REQUIREMENTS HAVE BEEN MET.
22. THE CONTRACTOR IS TO REV1EW TliE SOIL REPORTS AND BORINGS PRIOR TO
BIDDING 111E PROJECT AND COMMENCING CONSTRUCTION.
23. Tl1E IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTlA TION FROM POTABLE WATER PIPING.
24. THE CONTRACTOR SHALL MA1NTAIN A COpy OF mE APPROVED PLANS AND PERMITS
AT Tl1E CONSTRUCTlON SITE.
25. Tl1ESE DRA'MNGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. lliE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND ME1110DS FOR
CONSTRUCTION SITE SAFETY.
26. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERllllZAllON.mE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL T11E PROJECT IS COMPLETED AND ACCEPTED BY Tl1E OWNER.
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1, ALL STRIPING SHALL BE THERMOPLASTlC AND SHALL MEET mE REQUIREMENTS OF
FOOT SPECIFICATIONS AND SUPPLEMENTS.
2. REFLECTlVE PAVEMEN r MARKERS SHALL MEET111E REQUIREMENTS OF FDOT
SPECIFICA Tl0NS AND SUPPLEMENTS.
3. ALL SIGNS WlTHIN FOOT RIGHT-OF-WAY SHALL MEET 111E REQUIREMENTS OF FOOT
SPECIFICAllONS AND SUPPLEMENTS.
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1. ALL COMPONENTS OFTl1E WATER SYSTEM, INCLUDING FITTlNGS, HYDRANTS,
CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTlL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE 'MTH WATER DEPARTMENT SPECIFlCATIONS. CONTRACTOR TO NOTlFY
OWNER'S ENQNEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. CONTRACTOR TO PERFORM CHLORINA TlON. BACTERIOLOGICAL SAMPLING SHALL BE
BY mE LOCAL PUBLIC HEAL Tti UNIT AND/OR LOCAL Ul1L1TY.
CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM.
COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER.
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1. PRIOR TO ANY SHE CLEARING, ALL TREES SHOWN TO REMAIN ON TI1E
CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE 'Mm Tl1E LOCAL
REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN lliESE PLANS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN
GOOD CONDITlON. NO TREES SHO'l1N TO REMAIN SHALL BE REMOVED 'MTHOUT
WRITTEN APPROVAL FROM 111E OWNER.
2. ll-iE CONTRACTOR IS TO PREPARE ll-iE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTlON IN ACCORDANCE, WlTH TH SOILS TESllNG REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH mE OWNER OR TliE SOlLS TESllNG
COMPANY. QUES110NS REGARDING SITE PREPARATlON REQUIREMENTS DESCRIBED IN
111E SOILS REPORT ARE TO BE DIRECTED TO lliE SOiLS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY 1l10SE PORTlONS OF THE SHE,
NECESSARY FOR CONSTRUCll0N. DISTURBED AREAS WllL BE SEEDED, MULCHED, OR
PLANTED 'MTH OTHER APPROVED LANDSCAPE MA TER/AL IMMEDIATELY FOLLOWlNG
CONSTRUCTION.
4. l11E TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SHE DES1GNA TED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS Oll-iER'MSE D1RECTED BY 1l1E OWNER,
5. ALL CONSTRUCTlON DEBRIS AND OmER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE 'Mm APPLICABLE REGULA TlONS. ONLY -GRADING BY
HAND- IS PERMITTED 'MTHIN mE CANOPY LINE OF TREES THAT ARE TO REMAIN,
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9. THE MAJNTENANCE OF TRAFFIC IS TO BE PER FOOT INDICES #{500 AND (j623.
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3. A HYDROSTATlC TEST CONSISTlNG OF PRESSURE TEST AND LEAKAGE TEST SHALL BE
CONDUCTED ON ALL NEwt Y-INSTALLED WATER DISTRIBUTlON SYSTEM PRESSURE PIPES
AND APPURTENANCES. THESE TESTS SHALL BE IN ACCORDANCE 'MTH mE PROVlSIONS
OF AWWA C600 OR M23 AS APPLICABLE.
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1. ll1E STORM DRAINAGE PIPING AND F1L TRA TlON SYSTEM SHALL BE SUBJECT TO A
'-t1SUAL INSPECTION BY THE OWNER'S ENGINEER PRfOR TO mE PLACEMENT OF
BACKFILL. 1l1E CONTRACTOR IS TO NOTlFY niE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE AN INSPECTlON.
2. THE CONTRACTOR SHALL MAINTAJN TliE STORM DRAINAGE SYSTEMS UNllL FINAL
ACCEPTANCE OF mE PROJECT.
3. T11E CONTRACTOR IS RESPONSIBLE FOR COORDINATlNG 111E APPLICABLE TESTING
'M~ 111E SOlLS ENGINEER. TESTS 'MLL BE REQUIRED PURSUANT 'MTH niE
TESl1NG SCHEDULE FOUND IN mE ENGINEERING CONSTRUCTION DRA'MNGS. UPON
COMPLETION OFn1E WORK, "THE SOILS ENGINEER MUST SUBMIT CERTIFICA TlONS TO
THE OWNER'S ENGINEER STATlNG THAT ALL REQUIREMENTS HAVE BEEN MET.
4. ALL NE'NL Y-INSTALLED WATER DISTRIBUTlON SYSTEMS SHALL BE DISINFECTED IN
ACCORDANCE 'MTH AWWA C651 - DISINFECTING WATER MAINS.
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f'-. f'-.
lJ) 0
i"- '<T
'--"
~- . 1"-10" . T:~-l-------
'" I L7.,,~//----_ ----:- ~>Y r 7 J I Std.
~~ I \ iJ ~I~ .y~ L 2
f--- CD 6 " M i n ~
~----~-----~._. ------
I ~
3' -0"
l-4--~-- m_____~~_______
.4~' A.
Slope To Fit
Drive'No y '\
) 10" 1'~2"
_ r---T7~--l
-~J ~=~}-
I ~-=-~-I"r {'<c - 7f Std.
/? <D 6 M In. .,
l--1= O~___J
t
. ,j
. . .
~STRUCK JOINT
.
~ EXPANSIOt\~ JOINT
w
.. ...
6' MAX
HANDICAP SIGN
~
.4 4 .,
. . .
.
o
z
HCSGN _OCONe 09/18/95 NTS
1/2'. EXPANSION JOINT
FULL DEPTH / BROOM FINISH
SECTION AA
~4"--r1- D/W
't iff'" ~ 4 ·
~. .. ..
., d.4 .. . 4 ..
4. ... 41
. . d
. . . .' : :.
SEe T[ O~j AA
-
HANDICAPPED RAMP
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o
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ASPHALTIC PAVEMENT
,..
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Note:
To be poid for as parent curb.
DROP CUF~B
.~
4 ·
'4 ·
~ B~~~ I
f~~/m
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. . .
o
. . .
-ii
I-
. 4
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.
9" "-6"
fiR - 1- -1<<" I
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;::: '\'0.9 L--- 7f Std.
1 6" Min~
- ---
I. 2'--3" ~
fYPE E
:
.
.. ..d .
J
~
.~ :-r- - -[ ':-f0.r.. ------ :-rl--)e.~~j __71'1 Std.
CD f'--. <.D " . *
__L '---~__~~ ______1u _ 6 Min.
~~I I
r -1 5'-0" l
SEC flOj\j BB
. 1
. ~
-
EXP)ANSION JOINT
STRUCK JOINT
~.-._.".'.:.'.";.';;. '...........:. U J'
<1'fJ\ ..,~;::':: ~~ .
~;t::: "'. :if~~
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I ",9:;:"(,; I
I
a
PC OR PT OF RADIUS RETURN
-
NOTES:
1. SIDEWALlK EXPANSION JOINTS TO BE A T ALL TIES TO CONCRETE OTHER
THAN DFRIVEWA YS. MAXIMUM SPACING SHALL BE 60'.
2, EXPANSIION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED
PREFOR~ED JOINT FILLER, TO FILL DEPTH OF CONCRETE.
\
\
NORMAL
HEAVY DUTY
2.0"
FOOT
1 '
-- -. -- '"
1.5"
ASPHAL T
TYPE S-1 ASPHALTIC CONCRETE
SURFACE COURSE
MATCH EXISTING PAVEMENT SECT10N
INCLUDING FRICTION COURSE.
CONTRACTOR HAS OPTION TO USE
BLACK BASE ABC- 3 IN LIEU OF BASE
AND SUBGRADE.
-,
------
I
EDGE OF 1
THRU-LANE~
'-I
1/
II
I
~/
0~ ~a
80 ;)CJ
R q:. ,,<<!-
~-fJ
(;a
TYPICAL SIDEWALK
fC:':"'<J..i
f)~".
;jl:,~.;~,
.,
3.5'.
FOOT SECTION
~~ Standord Shoulder Line
Be:mt __. 1" l : 2' t Shoulder Pavement
~[R~-'- ~~]
l-- 3' -6" J
SHOULDEF~ GUTTER
SiDEWAlK.ONe 06/02/94 NTS
<>
Earth
J -r rv_-r -------;--')'\ <'{ ~r-- -;JilSt(J.
.-- : ~:~ Ye,. - 2
co CD 6" ~l' 41:
1 I~lln.
~--. ~r~~~. ----J
1__ 3' - 6 "
"STOP'. IBAR TO BE PLACED
- 6' FROMI EDGE OF TRAVELED WAY,
UNLESS SHOWN OTHERWlSE.
---
-------
8"
8'.
8"
BASE
L1MEROCK BASE MIN. LBR 40
COMPACTED TO 98% OF THE
MODIFIED PROCTOR.
SAW CUT FULL DEPTH
OF EXISTING ASPHALT ~
EDGE OF TRAVEL WAY \
;/
ca:
W
t-
Z
W
(.)
....I
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~
PC OR PT OF RADIUS RETURN
SECTION CC
\\
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o
(I)
-I
-
<
I-
W
Q
c:J
Z
-
Q
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a:
c:J
Q
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<
c:J
Z
-
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CL
10"
8"
SOIL CEMENT COMPACTED TO
95% OF THE MODIFIED PROCTOR.
AL TERN ATE
BASE
.. When used on high side of roadways, the cross slope of the
(jutter shull match the cross slope of the adjacent pavement.
The thickness of the lip shall be 6", unless otherwise shown
on pl(Jns.
N ote: For use ad jacen t to concrete or flexibl e pa'/emen t, concrete sh own.
For detoils depicting usage adjacent to flexible pavement, see diagram right.
Expansion joint, preformed joint filler and joint seal are required between curb & gutter
and concrete pavement only, see diocyam right.
\j ALLEY GU TTER
- t-------
'.STOP" BAR SHALL BE 18" WlDE AND
12' FOOT LON(G, OR AS SHOWN,
WHITE REFLEC'TORIZED PAINT.
(SEE PLAN VHEW FOR LOCATIONS)
2'
12"
10"
12"
EXSITING PAVEMENT
SUB-GRADE
COMPACTED SUB-GRADE MIN. 98%
MAX. DENSITY AASHTO (T-180).
FBV OF 75
HEAVY DUTY SHALL BE USED
TYPICAL PAVEMENT SECTION
IN TRUCK PATH AREAS
----
SIGNAGE
SAW CUT CLEAN EDGE,
STRIP BACK EXISTING
ASPHALT & ROCK BASE
AS SHOWN & MATCH
EXISTING PAVEMENT
12'" MIN.
PROPOSED
ASHPAL T
PAVEMENT
CONCRETE CURB + GUTTER
AND VALLEY GUTTER
\ PROPOSED ASPHAL T
\ PAVEMENT
STOlP BAR DETAIL WITH SIGNAGE
LL
W
Ul
CD #4 - REBAR CONTINUOUS
STOP @ EACH SIDE OF CJ'S
~.
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(\J
l.rJ
:
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.
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4
.4 .
. 4' 4.
STRUCK JOINT~ --.-L::i ROUND EDGE
SLOPE
..
r- . . U.4 ~ II
',- '-;"-;- ';"' - .,.- <-;\.. . '. .. t<) r PA VEMENT SURFACE
'. I :~ '
11~',1..f. :
~ ,<;'>',
CONCRETE SIDEWALK ~ " 6" .1
WITH 6)(6 W1.4xW1.4
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4
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4
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6'
6'
5' STO
44- MIN
PLAN
l:.:;J1
3
o
.
CO
f---- '-- - --- - --
6" THICKNESS 3,500 PSI WITH NYCON NYLON - 6
FIBERS & LAMBERT RB-64 CURING COMPOUND.
CONCRETE
f-
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TACTILE SURFACES SHALL BE CONSTRUCTED BY
TEXTURING TO A DEPTH NOT EXCEEDING , /8"
BY USE OF A TAMP OR ROLLER F A8RICA TED
'MTH AN IMPRINT SURFACE OF EITl1ER ," MESH
0.250 'MRE CLOTH (PLAIN WEAVE, CONVENTlONAL
CRIMP), 116 EXPANDED METAL (STANDARD) OR
3 LB. EXPANDED METAL GRATlNG.
~.._'~
10" COMPACTED SUB-GRADE LBR 20
COMPACTED TO 98% AASHTO T-180
SUB-GRADE
S
H
E
E
T
N
o
_ '2:.'~SLO~..".
.
..."4. .
. A .:
INTEGRAL CURB & SIDEWALK
CONNECTION DETAIL
AT EXISTING ASPHAL T PAVEMENTS
6
TYPICAL CONCRETE PAVEMENT SECTION
ELEVATION
HANDICAPPED RAMP
SWAU<-IC.DWG 00/02/94 NTS
PAV-CON2.DWG 06/02/94 NTS
>- ~
CD a
o
~
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~
5' - o.
5.63'
1---1
~/
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l w~,
~ @) /'
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1.77'
ISLAND CURB B
BUILDING
-1
,-
f .,. 4 .
-.?~~!~so
-~~S
~ (8) ~
,,~
~
1---1
3.01'
ISLAND CURB A
3'-10 3/8"
,-
5.13'
I__J
~/Or
I r @' 'O~~
8~
.- ~~17d'
~~\
~ @ ,\-
,~
--~.~~
, '<;t
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3.26'
ISLAND CURB C
I · -I
- -- '\. ,j' J\/':./ \/\/\J'.:.L\L)L_\/\/v \/\
j"',^J'\.7\J\.7\AJ'\J\j\^^/\/'JV
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TYPE C
Approx. Weigh t 235 Lbs.
CAST IRON GRATES
d ~
.
.. ~
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Ou..
N
'-0
o 0
z~
ISLAND CURB D
--
.--",
B ---1
STEEL GRATE
H-20 LOADING
W /3ttx3"x5\ 16" FRAME
rot
PLAN
1% MIN.
1% MIN.
PLAN
---
,
~
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1.34'
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to.",-- _ +- ~ _
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ISLAND CURB G
oJ
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r CONS'r ANT SLOPE TO MATCH
/ CONNECTING PAVEMENT ELEVATION
~
JJ
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:>~
~
3' 4" II
5r-~1 f-1=0" .fP.K~i
r Grat;J 1 -r
~ 2" CI. 0 r '-Eye Bolt
~ r c.-- ~ \ See Index 201
'co >--____u ~ --.:!:::U_ ~_#4 Bars @
t ~1 12" Ctrs.
~
:?
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CO ~
:?
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-
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co
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6.'
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ISLAND CURB E
ISLAND CURB F
ISLAND CURB H ~ c OJ
~----- ~~ \ i~ ~ i
Ww)ffi w~ __ ~
516' ~; )Cl.(j Z 15 :J
1--~-1 ffi, ~ ~z~ ~ ~g~~ ~
~/q "" ~C) "'" "~ ~ ~ . ___.:",~, A m ~ a.
'<;t~, /'.;. oM ~ ffi 8.'" tn~~~ 0
I- l ~~ I- W 0 en ~ is ::)
, CJ ( ~ ~ ~ ~ N \:~ ",,- r ~r ~
J/. a i(~j!:ffi~'-.~ i~~~ gs
CD --~~:~~ ~~<<i:! ~
~ w~<~ I ~~ ~ W
/. (11-:20 > G::)
6" '..~ Ii' w 8 0 I- r= (/)
.~~~./ 'O~ ~:2e:0 ~ ~ ~
-0
: / #4 @ 12" CTRS
d/. .4
. d. .
_ .. . ~ 4
. - '''-
d
r #4 @ 8'. CTRS
· / -. .' - ~ _ -. ~ . 4(0 d.
.. .4.' .....
IMATCH PAVEMENT ELEVATION -
4.37' ,
-- t-----1- ()
,~~ CD ~
if . / ~-1~
V ~
SECTION
TYPE C
.
..
"
.
3.45'
.~~ .!..-~j ~~
l/~ @
<O~ ^'
" ~.
/.
0,,, /O~
7 ~[>
(,C>) "
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1.84'
ISLAND CURB K
v-lf)
,
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~
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TYPE C
Straigh t Bars 2"~"
Reticuline Bars 1;f' x ~Ii
Bands 1~ /I X ~II
Approx. Weight 100 Lbs.
TYPICAL DUMPSTER DETAIL
Recommended Maximum Pipe Size:
2' - 0" Wall-18" Pipe
3'-1" Wall-24" Pipe
SECTION B-B
SECTION A-A
-r~
NOTES:
FOR ADDITIONAL DETAILS SEE FOOT INDEX NO 201 & 233.
SIDE STEEL IS GRADE 40 #4 BARS @ 12" CTRS W1TH 2" COVER.
BOTTOM STEEL IS GRADE 40 #4 BARS WlTH 2" COVER (SEE A-A & 8-B).
MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'.
ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4".
CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478.
CD ~~
~-
'V~
INLE TS
~/O'
STEEL GRA TES
~
--t--~-
2.08'
FOOT INLET TYPE "C.
FOOT INLET TYPE "F"
-11 ~
WaiN
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ISLAND CURB I
ISLAND CURB L
ISLAND CURB J
-:t
~
~
o
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N
1___ 23.71'
--- 1
--
~/OK.
~r
-,K
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6'
PAINT WHEEL STOP
HIGH VlSIBILlTY YELLOW
~ 1.34'
(I).. --1+-
~ -, ---
~~
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, @ C)')~
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DRIVE AISLE
~
12"
-NO PARKING FIRE LANE'" LET1ERlNG SHALL BE
24" SQUARE 'M-rn 6. SPACE 8ET'NEEN LETTERS.
n,E WORDING SHALL BE 12'" CLEAR OF LANE
DELlNEA 11 ON STRIPING AND 45. STRIPING.-~
-....
-.........~
.......
...............
J--//L ////// ///';(
L M NO PARK/NO FIRE LANE /./t.
~ 4" SOLID ~ITE
LANE DELlNEA110N STRIP.
12"
-1
,-
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12' (TYP.) 12' (TYP.)
I--~-~----- ---------1
24' (TYP.) jl 18. (TYP.)
----------_.~._~ ......--~----_._~-
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I I
2% MA;:oJ--________
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BUILDING
--
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I ._____- #4 BAR 18" LONG _______
~ 8" ----,
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,
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1__27.5~___/
ISLAND CURB N
~J"
5"
· -1
:, ....\..:: :" /PAVEMENT SURFACE
~
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f-
ISLAND CURB M
ISLAND CURB 0
5'
---
~'" ~
i"{'.....,. < I
..~....'Q..;,....;.~\i- 11 J
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.', '. ';",'; I' 0
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/_ 18.42'
---t
TYPICAL CROSS-SECTION OF PARKING AND ACCESS ROAD
FIRE LANE LETTERING DET AIL
;10
, .~
~;9. ..-
~ f5\ ~<&o
~,lt' / & '
'!6'~
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C?s
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PRECAST CONCRETE WHEEL STOP
r :'j'~, ~~ . :.i
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DIMENSIONS AND QUMHlTlES
D-; -r A ] B L c -I ,~T-:-~ D,,"~'" Trio:' ,,"od -" ;f~:,"CllOE:b':-'~'~;:) a ,,"od. s.",. S<:')O:O~I' (~:')s) ,,"od
~. ~~ prp~ Pi9~ Pip~ Pipe Plp& P;pe Pipe Pipe P(p. Pipe Pipe
~" . ')'-r . '2" 1B' ,fiT '?Mr-~-~ 1 )2'.55 ;'21 '-<rnr -IT'JT 11 O. '" u 0.7 (96 1 _~~ 2 0
...- 2'-10" . ,r ... 4:71:'- iij'~:= ( 1.l.- ,-,,~ 7.7S' 1 ,~: ~ur:=t..- 0, 4 U (').~ ()q ') 4~ _-'-!--'
J'-~ 2. 6~ 1ft Ql. ~ ~. a.~ I ~ T~W __ 1 O. ~4 U 114' 4 26 J .:J
4 -J ~. . 7.10"- ..--~r-, ~~ . 10.)'" f.~ s:rr 1. o.e 191 -rr- a
-1 . 5~. 3:' 5.56r-f---:' 'r- _ ~4:= _~. ,..-H.)' 1 .8.3: _ ~rn~ 1. ~ il r- ~_ 4 3 5
-Q. 2. 4-.- .1(,' -r ~~c~:-~~~ _TI5 i. n cr 1 ?~. ~5:'rsr- 1, tnr h1 0' -H.~ .3r- ~.
-~. J f. 1 .7~' T.~ 11 -; ~ -:~..- 14. 2 .2I _~~; r- l.lr . r ~
-8 , '2' 4-r ~E 8:~er- 12 .g~ -; n-r- ftH 2:.W",3T:'W '..--c--WJ- H,H 41L ~~ -- g
~ -e' 2" 5&' _ j :fQ.5~'r 14 .C(), ,W- 17.~ -.-l~~ ,OQ:' . 34~~:"-1~"- n;.-e9 ~.o.L .." ...
---66 -2' 71 . f.~~ ,J29' 'O.~r 15 .16' .58~ I 'e.}~ 2~" -)'i.'o-a I~ lm_L.I}~+_!.f~ ... 84 M.L -~'- ~[: 68
}2- 0'-0" .B(')~ 11:mr T5':'~q-1T.W 15' .30' W.16 ~MW ~.,~~ -~,a' l~ ~- I .),r.r 5.~9 .J~ ... ~ 13
i- y- _ " H""-- ''':-' -i..\~...- f-r ---rn-r ,6S -Ul....-~: =,12.J:, ~ =rJ9:= ~l ~~L 1. \ .H ':3 2/5 =n= ~
" -10. .~' .!-lA' ~,( r 14' .9r ;'1: 1 10.' m 1. T" _~r U9 1. . j .~ ~6 -31 ---~
," _ . "!i ~,7L ,6 11" , IT >.50' IB P. '5:.W 1 It,' ~ .:3Q 1. IS .~ 3' 36 4!L-
~ ~ _ 1f,~"".1 13' '.IO'e--:~~ ~ 14. ,a.Bj 1 ~ I. L _-,,]4 2. ,I I -~ i- ~ 4
_ . 10 n~ ,'.0 1~' 4"'-.~ 1 ,.. Ie. f~2' 1. J"-!T?- :.,dr- 3.0:< 4 . 4~
_ 1 . 6.42 -j. 17 . ,~' 1~. 1--'9. . 25.2~ ___~~. 1 B .U6 .H ( ~
~"_ 1 ~.~~' 1. 1~"--- '.li~' 1~ :r K'" '2'8.M"- 1 2' 1 ~ ...-,:,]Q, ~1L'-~ 4 __~
~~ --=-~- 1 1.88" 1 _I~ r- lU 13.. l.~U 9~ .lJ~~1 ~.n I~'" 2 Ff-.
IO' 1 r- .1' 1. ij----- YOO"- 1, H~tfiJO~T' _~ ~ 9'=- ~~. TW ~.81 9.QL.~ l----' e ~ . f-
=-J~~ 1""--:: ,v,"- ~1, 2~' ~1'" . 1-~~~4'''- Jr08r' 1 4-"-- 1:86 ~.54 1!.1~ 1I'f"M 49- 9 >g
~ U' U 1 2: .'59 23. T" J..3~~r ,~, ~-.-- ":1J.1r r' ~ T 8'" ~ B.a' 9.87 n,'- 52 ~~ '4
POST (OPTIONS: 2tfx4" OR
2 1 /2" MIN DIA WOOD; STEEL
1.33 LBS/FT MIN)
6' CENTERS MAX
~ See Gffiefol Note NO.3.
Su Sl1eet ~ Of ~ fOrI' 3" S,lob OuOl"llitie!l
ISLAND CURB P
ISLAND CURB a
ISLAND CURB R
IX
W
I-
Z
W
(.)
...I
ZLL
3:ui
O~
l-iE
a:
(J)Q.
<.::Jet)
Za:
-W
IX I-
c..z
(J)-
3:
IX
W
I-
Z
3:
2: 1
Slope
GEOTEXTILE CRITERIA
GRAB TENSILE STRENGTH 90 L8S
TRAPEZOIDAL TEAR 35 LBS
MULLEN BURST 180 PSI
SEE FOOT INDEX NO 199
ISLAND CURB DETAIL
en
..J
-
<C
I-
W
C
~
Z
-
C
c(
a:
~
c
z
c(
~
Z
-
>
c(
Q.
B E
65.42' 6 6.25 Dln'&i'\!llor.s permitted to 0110. c.lse of 8' !ltal'\dOld pip. !&I'1Qth,
01O.<<l 0 10.10' D,m$llsiOl'" permitted to clllo..- use of 12' !It,y'jorrj pip. !&i'\Qlhs.
60 Coouet& slab snail be deepei"e-d to (Q<m brid1_ CCfOU cro*n of pipe. See section be/c..
4: 1
Slope
PREASSEMBLED SILT FENCE
- -.....
~ .~~~ I ~t-~+ ~
G --~~~--/ .~
~t .. .- ,~t
>---< .. ..' . >---<
-+4 .. . ~+4
2t ~tt Ii~ 2t
STORMWATER INLET
--
SId.... ~~
~th In rMt
~~
!~
:r-
r~~~7
Jj~
~ ~o c..J
05'
~ i~
---I
I SOd.-/ !--L' J ----
~ I I B.,ei~ Of- Roor.d Comer'
Tf---J--- - # -. j'--: if
~. QI-l~ =------- =- [
~ ~~..... [=_~0~
~ ) Cooc..-ute S1ol>. J- oo{ Thla. ~ "n
__ Roi1(occO(j Nith '/fflf ..~-~,'h'M.4 ___ _ _
-I
F=T--
_~~I. r----"-l ~B"~'d '" R~nd Can~.
~rl] y ~.~
- ~bL~-
. Jljl I
l\:l~ --:1-
in~
- ~
-'---I---- ~
-~. ./
Cooctets STab, J M Thia,/'
ReW1(Q(C~ With 'NWf ~a- M.4x'M. ~
2"x2" WOOD STAKES wtRE OR NYLON
2 PER BALE ~ BOUND BALES
~~
_~__l!~jrEXISTING GRADE
II --------
u ~2' (MIN.)
SECTION
QJI1) TlOe 0 Or OJrt) . Q./tter
T)C). F (Cyrt) . ~tt. TlO. F
stlo-.m).
~~
C~
l..L
W
U)
cc:~
---~--- '.
A1~
-......
o
o
Cd
lLl
<::)
l FLOW I FLOW ~
t~SI $11;t I ~!-~~ T:~~~ ~~~
-
- \
\
I \
I {?A
L---~~ /~
---
o
LfJ
'"
.
~~
,
/
(lj
~~
R<rn9 0Jtt>-- ~'&.
l/ /<1"7
?~~~
~ (Ir ~...)
to
.....
PICTORIAL V1EW
PLAN I DOWNSLOPE
o....J
U
o
ru
::J
I-
~~
'-----
~
r--z~ TOP 'flEW-SINGLE PIPE
Slop., v, ---f:-----
~er O~(~~ s-----.
'-O!..!!.ottJ~ ~. ___ '" ---.~.-.,~_
~. Or5t "~~--!....~ --------t-----..'~---f-
OeeQetI NOU/"Id OutsJp~ __, . ----_. ----_
(Otis Of PIQ8 rOt' 51 S1~_~_- '.' .. '. of'..... ". 4.:1 ~. .---_____~--------____
/.///77 ~~L ------- --""-1
f \.-. CMcrete 'A .........---=====-----=::;;;:.::------- ---------
a prp& "" cO(\n.d~ -.......::..-_---=:.:.-___~
\ - P S<Jddll---'" Z ----- riI~----
////////,/f// ////////// ///////7'~// z
I---~~ ~e$S Thon ,.~ ~
No Pipe J<>int Permitted 14 BOt' I~'
Unloss Aocro,ed 8.:tJ11" UltJirteer _. ~
I--- E .$1098':
F (Pip" To Be Il'\dude;j Ul'\de1' Ul'\it Prke F'Q(' Mitered End Sect~.
:R ] a n r 1Hl-~],-n- -n-
Jtt -;t1~ 'm:t tl-tt 'tti
~lf- JI~1-~~ At'~l-~ i, ,8= ,+ i-
"" II" 1\ Ii II Ii
UlJ UU UU UU
BALES BUTTED nCHTLY
TOGETHER
ANGLE FIRST STAKE
TOWARD PREVlOUSl Y
LAID BALE
en
~
o
I--
W
C)
CO
o
o
r-,
lD
0J
/'
C
U1
~~
FOOT CURB CUT RAMP
SEE INDEX NO. 304
~JI
PLAN V1EW
ELEVA TION
TOP VlEW-MUL nPLE PIPE
STRAWBALE SILT BARRIER
~
,~~
Side Ditch Cc'Qd~
...,.-~~"",...,...
[J)
Q.l
Cl
/'
rJ.J
c.;>
C)
r-...
W
(\J
/'
en
~
o
/'
5
H
E
E
T
N
o
CROSS DRAIN
MITERED E~D SECTION
>'Sod J
4-: 1 lAiter. To I Pipe r~ fi()O' 18" And $mallet'.
2: 1 rQ(' Ptpes 24 Md LQI~er.
2: 1 Mitec fa I Pipe F'rx Pi?6S '8- At1d ~T\at(er-.
1: 1 F' Ot' PIpes 24. And Lar~et'.
EROSION CONTROL DETAIL
NOTE:: 'See ~eet 8 (or detocrs Ol'\d note5.
7
SlNGlE AND YUlllPlE ROOND CONCRETE p.P[
PaId frx As Pipe a..f-tel t
~
ERo-eON,OWG e/09/94 NTS
SECTlON
I
r~--=~-~-- -SEE AR2:HlfECT~RAL ~LAN~ -~~~'~~-----~---~;.F~-:L2_~50:00' _nn n_
(~R DOCK STRUCTURAL CRI fERIA.
~IJ2'~___~l-~_46'J20' T.O.P. EL. 45. 75' LQJ?_~_ EL. __46.0(
-.J\JIJ'-- I/~---- -nf\J\/ "'-,
IL .-1;
I Q
-/~--
['_J
......._~
-.............~
-1--~--
_____ J
-_ _ T.O.E~~~E AR~!jITEQJUR~J~_ PJAN~
.......-
---.....---.....
8" DIP PIPE
--TN-V~ EL.4~tOO'
~__ BOTTOM
INV'-- EL- 42'-5-0'
SECTION A-A
I-~'-- T
I ~
F.F.E. EL. = 50.00'
40'1::
SLOPES @ 1: 1 0
-----i",J"V""
----l
H.P~EL.__~H~~45' :f: I
- - --- -'-~--=i---
---
r--__
)
V
6~ POL YDRAIN W1TH A
SLOTTED STEEL GRATE &
LOAD CLASS "D" RATING OR--
APPROVED EQUAL. (typ.) 6"
PVC PIPE TO 15" HOPE.
_6" PVC PIPE
INV. EL. 45.00'
r---'
SEE ARCHITECTURAL PLANS--------
FOR CONCRETE WALL CRITERIA. ----- --____
I T.O.P. EL. 46.00'
~___u_n_n
i
I
I~ Q~E._~_'=_"-_~5"_?~'
-'~,
8" DIP PIPE
I-N~V~ EC.--~f3.ooj - -~-
I 1-
L
---........j
I
T.O.P. EL. 46.00'
--------- - ~
''.J. I /- 12" SCH 40
i // STEEL PIPE
K'
--. _____........... -.... I
"'l
1
nl
}
I
T.O.F. SEE ARCHITECTURAL PLANS
----~/----
BOTTOM
iNV~-TI~--42.56r
SECTION B-B
DELIVERY TRUCK PIT SECTIONS
>
,~
~
...
~'-'1-- Or 4 -(
4'-3- O. to 0,
1-1- - 1 ~- J ~- ~- ~- J. .~
Bar { x11 x 5 ,...
(5 Required) ~ 1 ~ ~ Inlet
~~~""""~, ,,'~"
UP flONAL F3Ar~ SP/\ClNC
4'-0'" Or 2'-11
o
~
1~
~
~
e
~
u
8' E
-<n
4'-J- O. to O.
- 6- 6- 6-" l' -
B<lI' t lff )( ~ - J J rI ~
(4 Required) ____ I ,.,-1 Inlet
~ l . /1
_" i '- ~ "J '-./ \.../ '-..J' '-u.l' ,~'- ~
L 5 )( J xl1__ I '-/ ~/~, '-./ '-u/ '-/ '-./ '- ,- ~C
"/ '-.1' '--/ \.../ '-./ ~ '-./ ,,/ ~ ;.~ ~ 0 .
I '-/" ./' ,,, / '-.J ~ "I''' ' ~ ;:> pi "l
Refet' To Index No. 2~ "1 "Jl ,~ \ / '-L ~ / ~ / ..'\..L. l .- 8. ~ .-
F"O(' Weld DetaRs And ~ .#} ''I, ".." ".......... "" <n
SectIons I · ~ . I , '- r '- I"- (t)
" i V ~ "//"'\_ / '-./ '-/ '-/ '--/ '- '.J'
IntermedIate Bar~ /
Main Ban~
8-
-
6' - 0-
(Unless OtherwIse
Shown tn PIons)
8. J'-6- Of" 4'- br
- I-
(Unless
OtherwIse
Shown In
PIons)
lD
.;
;"(
NOTE: AJt. B Structure Bottom Only. See Index No. 200
(FO(' PIpes 30- 010. And Larger)
I~JLET '11ITH S1RUCTURE BOTTO~A
GE~JERAL NOTES
S fEEL GRA fE
TWO REQUIRED PER INLET
~- Stt~ Gf'ote Maln Ban ~- ~'
IntermedTats Borslf ;. Retkullne Ban 1f ~-
1. ThIs fnlet Is desl~ned fO(' vlllo<je swales, ditches. IX othet' Q(eas subjed to
heavy whed loods, minimum debris and 9Ubject to pedestrian and/I)(
blc)'CIe traffic.
2. Mlen alternate -(t' grate fs speclfled In pIon 9, the ~ate is to be hot drpped
gaJ..-onrzed after fabrkatloo.
;s. Relnfocdng - No. 4 ban at 12- ctrs. both ways. Ctlt 0(' bend bals out of way of pipe
to clear prpe 1-t .
4. All exposed ed~es and cometS shall be toole<fto radlus.
5. Recomended maxImum pfpe sIzes stlown ore frx coocrete prpe..
e. fO(' supplementary detah see IndOle No. 201.
Ste~ Grote: ~onufoctUfed By BOI'den. FlOl'fda Ste$. U.S. F"oondty
1r'Mq. RoHanc", Gf'e\l11cl1 (Of' Equd).
C)
~
4'-J-
2'-1r I 2'-1f
A.-l
:-
4'-3-
5'-4-
4'-.-
6-
t
I
-~
2'-"- 8- rnlet Ere~Uoo As Shown 6-
I Inlet I~ ~~On Plans
~N /.. /' ~ Ste~ Gf'otrnq, ~e Detail- r--~
V~~ ~ .~. ; f
~dt N ~,,:>-
See [ndel( 201 ."i II 'I IC
~ ~~1 ~ ;. 1:
~~~ ~
!fE a .
~~~ ~
It ~- I ~ ~
~y.
o
It E IN
~..1
O~J:
...
. -
~-
8-
4'-3-
c.....)
o
C'\J
I
en
n.J
lO
('J
,...-
r1 I
~
(TJ
8
~ t_
8
~
4'-0-
I}'
'"
"J
(j)
w
u
C)
,-,
e-
lL..
en
~
CJ
2- Oeor ~
2- Oeo
--
~
L1.J
C)
r..rJ
o
o
1....-
UJ
C\.J
,../'
C
01
,.
A.-l
..
.
N
""
--
..
'"
.
IX)
..
..
..
Recomended Maximum prpe SIze: SECTION
2'-11- Wa(l - 2.- SJze
4'-0'" Wall - 36- srz"
AA
PLAN
SECTION 88
V)
(lJ
o
--
rn
<".,:)
('.:J
r---
(D
(\J
--
01
3:
o
...-
J:
FDOT INLET TYPE "v"
~
1. Pf~OllCTl'iE TREE GARl~ICADE TO BE PL\CE.D ,\
\.4IN'l.4ljM OF 10' FROM BASE OF TREE PLU5 i\N
ADOmONAt. l' FOR EACH ADDHiOHAL ,. CI3H
Gf~EA1E[~ TH/~ 10' DOH OR AS Sf;Ot.N ON
\ \ ~ HARDSCAPE PIM.
_ ~_\~ \ ~"'I ~~I 2. At L WORK DONEN11l11N PROTEClrif l1AAf~iCt\D[S
~ IS TO 13t DONE BY HN~D ONLY.
3. MAJNTAlN TREE BAARlCADE5 AT AU T:UES, SEE
V-/j
lREE PR01EC1~ON SPEC. FOR MORE~,FCliM.Ar:CN.
~ 4. ALL ROOTS TO BE REMOVED DUR\~~G OEYHOPl.4ENT
~ ~ ~ SHALL BE Sl'\1RED (iEAN AND A 2' LA'1m OF
~ 'l'o ~_ MULCH SHALL BE APPUED O'.IR THE SURfACE Of
~ ~ - E:XPO'SED R{J()TS OOR!NG OE~LOPl.AlNT
K l 5. N..L PRuNiNG OF 24. CA1JPEI~ AND ABOVE
~ ~ SHALL BE DO~iE BY A OOAUF1ED lREE SERY1CE
=---.... ---.~ 6 (CER1!FIED ,lROORIST)
~~ =~~ :- ~=::~_:: EXiS1!NG TREE TO RE\WN
L 4' H~H RNL fENCENI
-: 'I ~~ 2 X 4 PDS r & 1 X 4 RMLS
J_---r=----t I=t~-[" T-=-~[ - ~~D S;.l~~ flAGGING
'{ ~~~~~~: -v~;i.~r't ~~~j ~-EXISl1NC GRflDf
- -:::",.:........... 1\ -- ...
T?7~--? ~f\; ~~~ROOTlONE 10 GE PRDTEC1!D
10' WIN. PlUS
T :~f Ef u.c CI'iG
~.1 S.
TREES TO BE BARRICADE DETAIL
1~
_:.f 171-
1---- ,~-
--.&..
",.. I ----"dj.Jstabie Curb Box
j- , 7f' V- (6- to 9- Curb He/~M)
--=itii A
{~~
-j3rl 2.:~:,\l ,1311-
TRNtS1J(AS[ SECTlON
-
A CORPORATION STOP SHALL 8E INST ALLEO WI TH A
LENGTH or COPPER TU81NG EXTENDING ABOVE THE
GROUND. THE TUSING St--lALL BE INSTALLED WITH A
'80. BEND AND A VAlVE.
......----, 1'.." COPPE.R tUBING
,/" '\''\ r OR pve PIPE, AS APPROVED
1'..' VAL '.If \ / \ 0'( O.E.S
I .
,
I _~
I .
I
- - ~~" - - - - - - - - -'-
:2
::>
: :;I
~ Z
:i
:2
J
... :2
N ~
:z
FINISHED \ I
GRADE I
I
I////~Yf!/~I/J~y/@' i ~/j~YIf ~/~'W/~
I
t
r
:.i
:j
V1 :.i
~ Z
~ i
> '=>
I")
~
WATER UNN\ l~
------- --'-/~~iJ ~--.--._._--,.-
CORPORATION STOP J I
\- SHoJNLESS STEEL DOUBLE STRAP
SERVICE SADDLE
NOTES:
SAUPlING POINTS Sf~~L BE LOCATED A.ND LATER
RE'-4DVED AS REQUIRED 8Y BROWARD COUNTY HEN.. TH OEPAATMENT.
CORPORATION STOP SHAll BE REUOVED AAD SADDLE PLUGCED
~1Tli A BRASS FillING.
L ________
VALVES FOR SAMPLING POINT TO BE BRASS BALL
VALVES 'MTH LOCKING WlNGS
SAMPLING POINT DET AIL
- II
II _
[[rI[IrI[[CL[[[[[I[[[[ITJ
~ crrIcr[[[[[[II[[[[[IcrUJ ~
crrI[[[[[[lIrr[[[[[[[[ITJ
[[[[rr[[[[[I[[[[[[[[[[ITJ
[[CI[[IT[[[[[[IT[[[[[[UJ
cr[Icr[[cr[Io=[[rr[Io:::ITJ
II II
Dtr
Pr....J ect/~
VV%~ Of
,,-f'aee Of Curb "ot~ F?
-~ ~
Dlt'ectron Of
Predominate Flow
'-
../
TOP \CW
II
Jet (Ctlrb Box)
J5-tt (frame)
~t (Grote)
i
f J ~
I'D g g g g IT H H H H H ~.::::
LIt I ft 11 1'1IST--1
IIII ~! ,II r~
LONG l'UOINAC. SIC 1'IQN
Fr~ AM E A ~J 0 G RAT E
.-
.1
____ {Bottom Lug (2 Comers)
~
LL[I[[[[[[[I[[[I[[[[[[LL~
[[[[[[[[[[[[[[[[[[[[[[ITJ
[[rr::[[[[[[rr::[[rr::[[[[[[IT;3:
[[[[rr::[[rr::[[[[[[[[[[[[IT~
[[[[[[[[[[[[[[[[[[[[[[ITJ
[[[[[I[[[I[[[[[[[[[[[I[[~
:&
~
TQP \CW
3!3t
Tt I 12 [quo' $paces'l ~ I A'
-. I...L
~~ H U U H H g 9 H g H H ~~
See Detail J See Detoil B.-/
SECro.
Gr~ATE DETAIL
(j
Z
~ ~ 0 t:
w vv 0
o ~ 0 I:::!
LO .. lL.. ~ C) 0 a::
II~~~~~~ S ~
:j-:'-~ -) .<D.. I [
~.r: <t 0 (3 N ~ 0
U ~ ~ ~ <:(~
(f) a 0...\ 0... a
\ 0 (])
w ~
(J) ~
LJ ~ ~.
m ~~ mffi ~
tU ~.- t ~ . i3~ 5
$ g ~ ~ ~__ ~<3~1=
'-'" z - ---.........\ z z
LlJ "-J ~<3 ~w~~
~ ~ - ~ ~S~~
IL -~ ~ffi8 _ ~ocG~ C
CC 1--- I} I- W 0 ~ (J) ~ z
~ u ~ :)ZN (J)~W~
'0: 0 ~ 0 {3 w t, 0 n:::
w 0
::r: .;:~o- -<( ~ u...
-----.-- rcJ 8 5 ~ .I g>- -<( 0
w:-<~ ;:Jrn () W
(J) ~ .=! () , " > G:::)
woO I F= (J)
~~E(g ! ~ ~ (J)
--
--H--- 0.1*0
J : . OR. 4
... .. d ·
/ SINGLE-COMPONENT
1 /2" POLYURETHANE SEALANT
-~~ 3/4" THICK
I .~ .. ':, ~ : : : · ,~ ':.'.. · ~ · , : ] D
. ~.~
[4
f'
'-', .~. ':. .JD
."
.
0.2*0-
CONSTRUCTION JOINT
CLOSED CELL SEMI-RIGID
PLASTIC JOINT FILLER
1/2" EXPANSION JOINT
STRUCTURE SINGLE-COMPONENT
4 w · .~ · 4 ~ 1 /4" POLYURETHANE SEALANT
~ -elL- -- 3/4" THICK
· · 4 ... 4' 4 ~
.. : ... 4 .'~ . 4 ~ . 4 ~.. ." - 4 JD
.. v 4 4 .
.. .d . 4. V.
~ CLOSED CELL SEMI-RIGID
PLASTIC JOINT FILLER
I :.. · ::~~:'.~~TD~~, . ,
.. . .~. .....
" :JD
d 4
4
1/4"
CONTROL JOINT
EXPANSION JOINT
PAV-CON1DM] 10/14/94 NiS
/~------------------------ ASPlWi P~'''M:; ------ un --------- -----.-_
I
I
/
I
I / /1-- - ----- ,. SAND ~m.NC ~D
/ !. r--- -- -- ~~ IF;; :;I~~'~~~~~K, - - -- ------ --r-------t----
I HERRlM:;OCNE p.lm~N {f! t<E)UR OCRDtR
I SiT 1~~lTV P'/,fK; 1 4' iW)<E.R-
/ " -0. WIOTH VARl(5 n~ CCN P~/NC
rf-j I
I I :~ r--:-- ,I I I J
cY///// ...... ,,"\.~~~~'b1 t:U'/Y/J'//V//h'" --0 .~"',,~
~.'~".4...I.~GO~G ~G ~a~Go~Go~' '~,..' ~5""'
1 ;;r . (f ,,- . ~ () 9 {/ Q () 0 ~ I (/ 0 {} 0 Q .. . . . ~r1
=W= "r ., bOqaO(!) :JOo ~aODaODa'O t=f:
1] m. ".' "'C'\ r '^.~ n-." .~ Fa h ~ '<.) n -" .~ n /'.~ '. ., ot'. =---,1--"
-m ~ ...., 1""-......... 1 -,-,............... I....... .... ......"..,.
- ;;;"\ . ,.,' == ~J a =illFSIE E E IE 4 ';lFllf
~ J:::;::t I t ~ I t;:;i.11= I ~ I t"-'- f T!frr ..... , q I E3J1;?~ Sf a, E.ill=-
I~ I~IJ...- 1 __ 10' ROC CC~P~iED BASE 1L-ISI~SIf-"
.Sf.CTIOO COCR'SE ~ Tll?.Al
y
'V
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1) CGN{REIE EIX,[R<:l TO I3t L><:iiD ~RE PA'{ER5 ARt AD.X:ENT ;0
ASPrAL T PA','NC
2.) CONeR-HE PA\l_R<:l TO [3( iNO STNlCAAlJ COlGRS l,wtlJf.\C1JRED
8'1' LN\CCN PAVE.R') OORDtR TO BE U.E C01CR (11/ ,NflLl
10 I3f SEPfY)l[ COLD!, CCN TACT ,IR(.H!1[CT FOR COlOR snECT\Q~
~I()R TO IN'3TNlPOCN
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CONe RETE
TEXTURE/PATTERN DETAILS
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10 BoIS Top 0.- 12- Returns (Some
16 Bors Bottom Below)
12- Returns. Eacl1 (1.41n.) / Bars, 6- ee, Top & Bottom
, " /,
TILl m:::-l--#4 Bar
~ Yrl r r ~, Bors, Wlth Hooi<s.
I " IS- eel Bottom
L ~ J:-r B<J(
~ I I~< l\.J
~ L I I 1./>-,.4 Ban, 12- cc
Closed StIrrups 8- Ge" ~ 1-+--4- _:..c 0.- -4x4-W4.0 )( W4.0
(Three SIdes) -i I I I I Welded WM-e fabric
J:. I 24- )' oW- x 20-
:1 L JA('! I ~~- 2 ,. Bou Top &
~t-.-r.::" ~-:-r ..:-::;r ~~-4= Bottom
t:>f "-- f4 Bar (12- le~s)
B-
-;:?- ~
~/ ~, ~
(Open fn Q
Centered
~
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~"%
#~ Bar Top &
Bottom, L.. 18-
~
4x4-W4.0 )( W4.0
Welded Wtu Fabrlc,
Bottom
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TOP ...
TOP \CW
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'(' ___ -16 Bar
1..........- ~ - wtre f abfic
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/16 Bars
I / f4 Bars (Or F oorlc)
.. ll.. .I .- 14 Bar
-,
-.;J
. J'I
Qptronal ~ I
(In lieu Of Dowels) I I
(Bot~~ 6~ RIser) Lt
SIC 1'ION 88
(SEE NOTE 6 BELOw)
Qp tloo oj K
(In lieu Of Dowels)
3'-6- Of" 4'-0.
-~-
(Bottom Or RIser)
S(CTlOH AA
(SEE NOT[ 6 BELOW)
6-
i-"'-
-~'-
Approxlmot" Debris free Capacity
(0.02 PO'Mment Cross Slope)
TOP SLABS
li 3.0-
if
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100 90 80 70 60 50
<1ntokolQTotal (~
1. This rnlet Is lXlmarlly Intended frx locations with lI<j1t to moderate ffaws whers d<jlt of way does not pennlt the use of throated Curb Inlets
T~es 1 throu<jh e. The t~lcal oppHcoUoo Is on curb returns to city streets. The Inlet ~ote Is suitable (0(' pedestrian ond blc)'CIe traffic.
2. ThIs rn.ret to be located In '.'ertled (aced curbs sua, as Curb and Gutter TJ1)e f. Grate stloll be I)(lented with \'Ones dtrected towQ(d
predominate ffow. Inlet to be located outside pedestrian crosswalk where practicaL
3. F'O(' structure bottoms see (ndele No. 200. frx aupplemeot~ details see Index No. 201.
4. AJI ste~ rn slab tops shod ha~" mrnfmum CO'Mt' unless otherwIse shown. Tops sholt be elthet' cast-In-place rx precast coocrete.
5. fO(' Alternate B oppHcoUons. top slab openfngs anall be placed !MJch that 2 ed~e8 of rnlet frame wnl be located dIrectly above bottom woll
IX riser woll.
6. 'M1en used on 0 structur" wIth dimensions 'Q(~er lhan those detailed 000..", and risers Q(" not appHed. the top slob shalt be constructed us{ng
Index 200 with the slob openinQ od}Jst to 2. 136-. The "Speci(]i Top Slob-on Index 200 Is not pennitted.
7. F'rome may be od}Jsted with on. to six courses of brick.
8. Inlet and 9fat. detail snawn Is Neenan R-.3067-L Vaned grates with approxImately ~uaA OP<<lln~s will be permitted that satisfy AASHTO H-20
loodfnq. Inlet and grate snoH be etoss 30 castings in accOf'donce wIth ASn.. A -48. Gf'ates snalt be re...,ible. ~t I)( left.
EFFICIENCY CURVE
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TROWEL - Fi~JlSHE[)
CONCr~ETE GU~CH!~~G
THIS PORTION TO GE
cur AND r~EMOVED --
-.[f-- ~ OUTSIDE
INSIDE --- WALL
WALL
- PRE - pr~IMED
-> JOINT SURf-ACES
pr~E-PRIMED -~--- - .pRE-MOLDED
JOINT PLASTiC JOINT
Sur~FACES SEALED WITH
PROTECTIVE
../1 RAP P E r~
(Hf~APF)ER TO
BE REMOVED)
COMPACTED BACKFIU
CR OTHER m,ISH -~
SCr~EE.NED FINISH -~
6X6-6!6 f{ W F. --~
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AS ___
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DETAILS
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A.IS.I. 316
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pOlfn IN;'\ ~ I
DIRECTiON \
OF FWN , ~
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FiGERGLASS LlNi~~G -/
(SEE DETAIL)
pr~ECAST
MAN HOI_E CONCRETE
WA.LL ~ U~CASEMENT
~ ~- OF VERTICAL
'- :". ,TEE / PIPE
" ,-~+-~, T 6" '''N
: . PIPE
\ .
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CONCRETE -..........
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COMPLE~TED -
JOI~Hh'ITH \
SOUElZE -OUT \,
SQUEEZE-OUT
12-:- t
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COMPACTED BACKFILL
f>.S SPECIF1ED For~
BEDOI~~G TyPE.
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SET TOP OF VALVE BOX TO FiNISH GRADE -
SET COVEr~s FLUSH I~~
PAVED Ar~EAS & AT
EL[V/"TiONS SHOWN IN rMANHOLE Ff~AME & COVEJ~
UNPA'-.'ED AREAS. / (SE[ STANDAr~D DUAiL)
=rn-:~--:~~':::~' ~ fRA.MES BEDOED IN MORTAl,
II=-~I ~f-~--u~=~u- ~ ] II~---I 2 COURSES OF Gr~iCK M',N
~------------~i-E()ur~sts MAX.
l' -6~ M:~;-T-- ---I'
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PIPE
8c/4
CONST.
TROUGH
TO MATCH
EX iSm~G
__ FL ON
-~-- UNE.
18- DIAMETEr~ OR 1 8~ SQUARE
CONcr~ETE C.OLUP IN UNPAVED -, JJ
M~U.S m~LY ~ r= tt4 BAR ALL AROUND
,~ -
-'~--"-~~~Jlb~~~~
EXTENSION STEM WITH I. r ~
2~ SQ. WRENCH NUT j ---- SCRE'''' riPE ~
AND UPPER GljiDE J ADJUSTABLE ~
f~EQUIRED FOR I.,WRE VALVE BOX
WAN 4' DEPTH. / Wln1 CAST ffi ~
IRm~ COVER 6 ~
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CLASS "A" 8EDDI~~G-SPECIAL CONDITIONS
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BOX SHALL NOT f~EST ON ~
VALliE OR PiPE A.ND SHALL jgi
BE CENTEf~ED O~~ NUT -~ E==::
'IALVE (T'!PE AS SPECIFlEO) ----~-~~ ~!fl_J-
(_..n._ ~m~{ l--jnr~
[~---~''7i;C;F \}-W-~ ~-~]
6. GEOCI~~G r~OCK-GOX SHALL------ .,-::....~.;'.:.:.~c..~;~-":..';:/-." ,. _
RESr O~I BEC.OING ROCK Nor ~~'...~.~.~~<!'._'...-.~..,..,:.....,...--.... .... ~ .-- .~
1'1.1 1-.......":""".~Ioo........,_~.-:_~.i'"..:.:L:~.~~..
ON '/ALvE or~ PIPE AND SHALL
BE cnHERED ON OPEr~A TING ~wr.
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SPECIAL DETAIL
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BENCHI~'G PEI1-, \ '!--~~----r--
r~E.IN.FOI'C;::. T:'~I:.A_1J~'I:~1 \'1 ~~-~D7 . ~~l-'- 1.11
QUAIL TO Bt LJESIGNED BY 1 1" #i"" 0 ~
T:1E E(~~Gi~[Er~ & t~Jlpr~OVED -~--=-..::-f. 1>-7 -. -;::- 5
[j r THE CO U N 1Y . - -- \.. . ~ ~, , "
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Sf,\M)pPDl COVER AND Fr~A/~E DETAiL
pr~ECAsr
MANHOLE \r STAINLESS
f,:~L~IT~~-'[" , ~~. ~ ~~{~ u
Gf~OUr -~ "I' 7
~l~18LESS S~~EL ~~ ~ __
------------E~ ~ENET~ PIPE'
MANH:LE_IN'~E:>~~ --r~~t:\L-__:2
t--- - ----'~--'.. .n_.~~~~:~~', ...l\
RE:iUENT CONNECTOR
TRANSITE -~\r-- PRECAST
~~~~D IN 1/ ~;~~lOLE
~WN-SHRINK
GROUT FLUSH -.
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1. Be o-:c PIPf O.D
Gd = mENCH WIDTH AT TOP OF PIPE
MA.;t; Gd = Ge l- 24'
MI~J Bd= ~'(A.x. DIM. OF GELL ~ 8- (UNSHEETED Tf~ENCH)
MAX. DiM. OF l3ELL t- 12" (SHEETeD TRG~CH)
2. DEPTH For~ REMOVAL OF UNSUlTM3LE MATEr~IAL SHALL GE
AS r~EQUiRED TO r~E;\CH SUITABLE FOUNDATION FOR ~~ON-
CUSHIONING MATEr~IAL, DEPTH SHt\LL BE. 6" GaOl',' BOTTOM
OF UTiLHY.
3. SHEETING SHALL BE cr~rvE.N GELCN THE UTILITY iNVERT
IF r~EQUlf~ED For~ LArEr~L supporn cr~ UNSUITABLE M/dEr~I.AL
f~Ef.WVAL. 'l'l'HERE DI~IVEN BELOW PiPE I~NERT, 5HEETI~J(~ SHALL
BE cur OFF t>... MINIMUN OF 12" M30VE TOP OF PIPE, or~ HIGHER
AS AUTHOr~llED BY rHE ENGINEER, AND LEFT IN fJLACE. :N NO
Ct\SE SHALL SHEEfI~~G LEFT IN PLACE EXTnm HiGH[f~ TH/'N 30"
8ELOW SUr~FACE Gr~AOE U~~LESS SPECIFlCA.LL Y ,\PPROV U)
BRACi~~G SHi\LL GE APPROVED AS r~EQUIREO.
4 pr~OTECnVE CONCr~ETE SLABS Ar~E RE()Ulr~ED WHEN['-.'Ef~
DEPTH OF COVER is I_ESS THAN 36" AND IF APPROVED BY THE
UTILlri
5. BACKFILL TO BE COMPACTED TO 98~~ lJEN5rrf OF
A/'SH ro T 180 MOTIFIED p[~OCTOr~ IN AREAS TO 8E PAVED
AND 95% 1~4 OTHEr~S
~w T E S :
1. COVER TO BE I.,~ARKED WAlIft SEW~BL Cf~ RECL-\IMED WATER
2 VALVES SHALL ~JOT BE LOCATED i~J STREET CURBS.
.3. For~ r~ISEr~ EXTENSIONS SEE r~EQU:REMENTS l~,j SECTION 2.3 (C).
FREC,\S T MmJOLlTHiC
- --- ---- -- - --_._- -- ~.. ---- -~-
GASE
CAST --IN-PLACE
- -~--~~.--_. ----.-..--
CmKr~t-TE BASE
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coveR TO HAVE NCN-
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VALVE & VALVE BOX DETAIL
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1 DROP Cm~NECTIONS ARE REQUlr~ED WHEN[VEf~ I~NEI~T OF
I~JFLUENT S['NEf~ IS 24" Ol~ ~,~Ol~E AGOVE rHE INVERT QF-
TH[ MANHOLE SEE MMJHOLE CONNECTiON DUAILS.
2. AN ACCEPTABLE ALTEr~NATE PREC,\ST fCP MAY BE /\ FLAT
SLAG 6" MIN THICKNESS.
.3. FRM~t WEIGHT TO BE 220 LBS.
4 CO'./Ef~ .lVEIGHT TO BE 170 L8S
5 COVEf~ TO GE MARKED: SM~ITARY SEWEf~
6. WEiGHTS TO GE STAMPED m~ FRA~E AND COVU~.
7. FRAME AND C()\-.'Ef~ TO HN/E MACHINED SUr~FACES
1. PU~ETRATlONS TO EXI:iTING MANHOLES SHALL BE CORE' Bcr,ED.
2. DROP CONNECTim~ SHAL~ GE REQUIRED WHENEVEf~ fHE INVERT OF M~ I~~FLUENT SEWEf~ IS LOCATED rh'O (2)
OR Mcr~E FEET ABOyE THE MAIN CHANNEL.
.3. DROP PIPE SHALL BE OF EQU,1,L SIZE AS THE INFLUENT SE.WER. DROP PIPE SH,~LL BE P\C or~ F'GERGLASS WITH
NON cor~r~OSSIVE or~ SL\I~~LESS STEEL FITTINGS. IF A mANSlTlm~ TO OTHER riPE OF PIPE, THE mANSITimJ SHALL
fJE OUTSIDE OF IAAMlOLE.
4. DURING PLACEMENT OF THE FIGERGLPSS LINING, iF THE GU~CH IS ~JOr r~EMO'-.'ED TO ALLOW THE LINING TO EXTU,D
TO THE BOHOM OF THE MANHOLE, THE EXiSTING 8ENCH SHALL BE NOTCH_D AGAI~~ST ff<E l.IANHOLE WALl_ FOR THE
U~Tif~E CIRCUMFEr~E~~CE TO /... MI~~IMUM DEPTH OF rwo (2) INCHES AND THE FIBERGLASS LINiNG SHALL BE PLACED
Mm SEALED INTO THE NOTCH, ANY NE'N CONCRETE/GROUr TO BE PLACED OVER THE l;(ISTi~JG GENCH SHALL BE
BONDED TO THE EXiSTING BENCH USING AN APPROVED EPOXY BASE ADHESIIJE TO pr~EVENr COLD uOIWS AND
TO pr~O'l!DE FOR PROPEr~ BONDING.
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Clf\SS "B" BEDDING-NOr~MAL CO~H)I nONS
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MIN. 2.. 4 ~ SQUAf~E -\{-I PUMPER ~W)ZZLE
O[~ f~OUND AND FAC'IN(; STRlEET
6- H<;CK SHEAI~ ~. J
COLLftH ----- (_ _
COMPACTED - I - 1 u-l'IN
BACKFILL U'f'1 . --,\5 R~@__
--/11==11 !~~I-I I -~..:.-" '.f'. .'~..['-=III--'" . . .~~ II YALVE BOX
orv-.iNS -~ . ~ MJ GA.E VALVE:.
~= 'n I~~_ M:~JJ. PPE I (SEE ETAIL C-- 1 8)
11~ _' C\J)11L --r" MI~j{T-=I_ MJ TEE
~~:~'STIJ RBEET~~I :;.~"':.' .;"f~l1fJ[~! ~.&~ ~ t~L ~j
.11 '."'", ' . :~. .~V /
~.~",.~ L_ 5/8- GA\LV. T:E r~ODS
ITlI-1.1-1. III_Ii tJ\CH Si(oE (lJiN. 2 .
PlR COI'-NN. PIECE) -
8 cu. FT. OF Gr~J\V(L
OR CRUSHED STO~~E
For~ Df~IN SUMP
GRAVEL TO BE PLACED
JUsr ABOvE DRAI~,j HOLE.
IX
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H! TEST
COCK
12 TEST /
COCK
#! CHECK)
V,\L VE
FIRE UNE MASTER
METER INSTALLED BY
CITY 'MNTER SPRINGS
(SEE NOTE 1)
SINGLE DOUBLE DETECTOR
CHECK VALVE BACKFLOW
PREVENTER INSTALLED BY
ll-iE CONTRACTOR.
.. ~o.s. & Y. VALVES
/ (4 REQUIRED)
90. FLG. BEND
2" BRASS CURB STOP
(GALL VALVE)
12" SPOOL
PIECE
TRAFFiC GEAHI~~G
~ -- ------ METER BOX AND liD
1/2. PREFORMED
JOINT MATERIAL
BE1'M:EN PIPE
AND CONCRETE
SLAB
i
UP( a.r ~' l>>"r(~/^J..5 .~-
2'" 90'
\ 1 IVi.Hi ~t'O t;f)\rIiI(~
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llfAG,l~G 'ktl\.( ~AlL at Ut'SUl,UO
r:Jif.Ji 1H'( (fHl~ l!.N f~ 01" 'W<< MAV~
AH'.) 1t~lJ~(O tun..:, iI}I~~ l.Vlll t
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~tf.. L'< 1t i1" A. ~ml ~ ti \4 ''11 , '1" ).lJ(J '{ r.
r.~ 141 \"."C~ ~C(FNAl. ~.) 1HAU.. .
jl( eo.uv A.tfQ g\Accro .\" A VA4.Vf 30 I(
t~~ ().~'1' ~,:'(l"':~!UJY
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!~lAU. iC ~U;~lO ti4 A Pi,h:lp!rU'f 1004 r-
1,I(a '/-it. '(H'~C at)i< Af l~il t~.O Of
flil R'~~,
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r'r;
I /SHEAR COLLAR
~--::. p~ ~J ]6"
/t~ \ ,-"'- REINF:RCED
6~ oc...../ ~ CONCHETE
HYDRANT CnHERED
IN COLLAR
12- (TYP.)
NOTES:
1. GOOD FOR NON- T')XIC SL.:8STANCES SUCH AS STEAM, AIR,
FOOD. B2JERAGES
2. GOOD AGAINST BACKSIPHONAGE AND BACKPRESSURE
3. INSAAlLED MINIMUM OF 12" AGOVE GROUND OR FLOOD LEVEL
4. MUST GE TESTED ANNUALLY
5. S'ZES AVAJ~8lE: 3/4" - 10-
6. ASSE STANDARD NO. 1013 OR NN'NA STANDARD C51'-89
USC-FCC APP!~OVAL
7. RESILIENT SEATED SHUT-OFF VALVES REQUIRED
8. ADEQUATE DRAINAGE FOR DISCHAf~GE FROM REliEF VALVE
PORT MUST BE PRO~DED
6" OF Gr~AVEL or~
cr~USHED f~OCK
GRASS cor,p. STOP
'1 "
~
o
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~
90. BEND (MJjMJ)
RESTRAINED JOINTS
(2 REQUIRED
BO-m SlOES)
____ 'NATER MAIN
2-#4 0
(])
NO rES:
~
u
o
ADJUSTABLE PIPE
SUPPORT STANDS BY
Tl-iE CONTRACTOR
A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE
BEMEEN BRASS AND GALVAN/LEO COMPONENTS.
1. HYDRANT ro BE LOCATED 4' fO 8' FROM EDGlE OF PAVEMENT IN BE1'V1EE.N CURB
NW S'DEWI\LK.
2. HYDRANr TO BE PAIN1ED WITH 1 COAT OI~pm~lT 131 PRIIAER, 1 1/2 Mil, DRY FILM
THICKNESS AND 2 COATS DUPONT 7744A. 1 1'/2 f.R. Df~Y FILM tHiCKNESS EACH
COAT, OH APpr~OVED EQUAL.
.3. VALVE BOX SHALL BE SCREW riPE ftDJUSTABLE, AND COVER SHALL BE MA1~KED
'WA TEr~~.
4. FIRE HYDf~NTS CMNOT OE LOCATED WIThiN THE RAOiUS OF STREET CORNERS.
5. THE SHEAR COLU\R MAY [3E INSTALLED UP TO 4- BHOW FINISHED Gr~DE WITH
SODDING OVER THE COLLAR
6. CLORANCE l:3EMEEN BOTlOM OF BOLTS AND TTOP OF SHE/lJ~ COLLAf~ SHALL BE
6- MIN
~,
e-
l1....
ADJUSTABLE PIPE
SUPPORT STANDS
TO SERVICE
U1
~
C)
PROFILE
ll-iRUST COLLAR IN ACCORDANCE 'MTH
STANDARD DRA'MNG AND PLANS
(2 REQUIRED BOTH SlOES)
NOTES:
2. ALL mE ABOVE GROUND PIPE SHALL BE FLANGED DUClllE IRON.
3. 6. CONCRETE SLAB 'MTH No" 6x6, W10xW10,
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BLOW-OFF /IN LINE
REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVE~jTION ASSEMBLY
CITY OF WI"JTEF~ Spr~INCS
S
H
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T
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TRACING WIRE CONNECTION
FIRE HYDRANT ASSEMBLY
9
DETECTOR CHECK VALVE ASSEMBLY
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FRAME & SOLID LID NEENAH
No. R-1974-A (ROUND) OR
APPROVED EQUAL. 'M1l1 CLEAR
OPENING EQUAL TO PIPE I.D.
f FINISH GRADE
(TYP)
io
~
r'"'l
45' P. V.C. BEND -------____. ...-
.'----.--......
P. V.C. PIPE ---_______~_
FLOW... FLOW
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-----
--1 ~- 6. (TYP.)
----
------
- CONCRETE ENCASEMENT
rnO'NEL FINISH
CONCRETE ENCASEMENT-
6" MIN, ALL AROUND
PIPE AS INDICATED
ON PLANS
PLAN
[}
SLOPE INST ALLA TION
TERMINAL CLEANOUT
IN-LINE CLEANOUT
CLEANOUT DETAIL IN PAVED AREAS
~~
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~-A~d'Cn 7---
L_._____~___~_.______._____. _____
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- - - -- -- - u ~ ~-r~ ~ ~ 81~~~ -1 --- =::::> -
. [p c~ [} [p ---B'-:-%-8-~~-------:eW;;b5~j-~ ~--o;--------------_._--
p' , 'I L 1--- l, , 'r I Nr 1.-- WI,ere Other Canstruct,,,n Or
r -_.~~~----t' ,.-'140 '-. +- _..1!l.O.o.' "-t .500', - ~__L__.___ +- _..~o..\,n-'-1 L ~ ~ -, '''D Mmntenance Oper'Jtions Occur
~~D 7~~ .",'~LANE ~~~^[]~)~ .- n)_ - ----- -- -----l--.-J. ... c~smucno"~r~th~~O~~~~~~~j~~\~i:E;Jgnc~a
~~S1R1.JCnON 'AO'3l.D QOsrn I filth Inc;ex ~~o. 600
1 MILE ~'... TACi1
2 / Cones Or TubulGr Morkers At 25' Center', And
.h _ Type"'" Or Type I"~"-' Barricades Or Vertical PGnels
- Or Drums At 50' Centers For First 250',Thereofter
l,Aax:rr,um Spac ing Between De'Iices (F T. ) To Re Cones Or T ubul or M crkers At 50' Cen ters An d
Equel To The Speed lrnit (MPH) But ~~ot Greoter I
Thon 25' For Cones Or Tubular Markers Or 50' TJPe I"~ Or Type "-'''' Bcrricedes Or Verticr]1 Pone s
o~ Drums At 100' Centers.
Fer T if) e 1". 0 r riP e I"~ I"J B IJr r i c (J des C r '/ e rt i c a I
Punels Or Drums
SYMBOLS
~ Work Areo
(>
Si<;n With 18" x , 8" (Min.) Cronqe
Flaq And T)'Pe B Uqht
Type"" Or TJpe "-''''-' Barricade Or Verticul
Ponel Or Drum (With Steady Burn in q Ugh t
At ~~i(Jht Only). Tubular Markers
~.Aay Be Used Ourin<] Dayiight Only
rype "'-', Type ",r-..- Or Type "'I"~"-' Barr,code Or
Verticol Panel Or Drum (With Floshin(~ Li'jht)
CENEr~AL ~JO TES
1. Nork QperrJt~o(1s shOll be confined to one troff,c lene, :eo'.ing
the adjacent Icne open to traffic
TYPICAL APPLlCA nONS
B
.,
[p
Wark Zone Si(]n
B. L (mln)= Ler,qth of toper n feet:
=: ''''<3 for speeda 45 rnph
c:: ';'orJ (or speed. 40 mph
DO
&ere'
N=W'dth of loteral transition in feet
S= Posterj speed limit (MPH)
Arrows rjenote direct'on of troffic only ond (jo not reflect
po'.ement rnor1<:inr]s
Pavement i~esurfocin(J
Pavement Repar
Utlity 'Nark
Bridge r~epar
Guordro il 'Nark
tot
;\dvance Warning Arrow Panel
2. All ',eh:c!es, equpment, ....orkers end treir acti,-ities ore
restricted at 0,1 Lmes to one side of the pmement.
.3 Tr.e first t...o ....ornin9 signs, each s;(~e, st'1all ho.e 0 18. x 18. (min.)
orange f!ag on,j a rIPe Blight attecr.ed onrj operctin~ rJt 9.
ell times
4. All sic;ns ShCi! be post mounted if the closure hra e.(ceeds
12 hOlAS.
10. Longltudinol dimensions ore to be od~9ted to fit Celd
conditions. See !nde..: No. 600.
c 0 ~J 0 i f ION S
!}
[}
L
f
2640'
'Nl-1Er~E AN'{ '.EHICLE, EQUiPMF~J T,
5. On I~n,ji,:ded hit;h....o1s the medon s:rJns os sho....n are to be omittel(~', Mlen ,.,ork is being performed 0(1 a rl1ultilane undi~ided rocd~f~KEr~S or~ THEiR ACTllllTlfS
. I : " . .. the si(~ns nerrnolly mOt...nted :n the median (os sho,,"n) shell b~~KF~OACH mJ THE LN~E AD,JACEN T
6. tlnen ..ork is perforrnerj in the rr,edion ,one on d".lr~ed hl(]h,,"aj~ the omitted.
borricading pion is 'n,erted ond left lene closed and fone r.erjuc~iQ(1 . . TO EI THEr~ SHOULOER AND THE.
signs ~ubstituted fo~ the r'ghl Icne closed end lone redL.cton 3Ign'l2.M-:,en I] side rOGd intersects the highNGY on....h,ch <'Iork IS Ar~EA 2' OU TSIOE THE EDGE OF
being performed, odljitionol troffic control de'.rices sholl
The Some oppiies to ur&..iderj hir]h"'Oj"5 ",ith the fOlloH'l9 e..(~eptions: be erecte,j :n occorrjance ",ith other rJppliccble Tel Inde~e'3. PA VEMEN T
(0) Work. sho:! be confned ""ithin ere medion !rJne. (b) Addltl?nal
barrfcades, cones, or drums sholl be placed. 0100'1 the centerline 1.3. For general Tel requirements ond a(jrjitional informoton
abutting the ..ark crea and across the trotting end of the .....ori< area. refer to In,jex No. 600.
1'1nef1 ....ori< on 'jndi,..ided high.....aj3 occurs acros3 the center1ine 3.0
as to encroGch on both median lones, the in.erted plcJr ''3 oppl:ed
to th e opproach of both rOG rj ""a 1'3
7. Sign3 and troffic control devces I]re to be modified in cccordance
foIith l~nER~ITTHH WORK STOPPAGE detoils (sheet 2 of 2) ..hen no
....ork :s being performed I]nlj the hi(]h""Gf :9 open to traff;c
TRAFFIC CONTROL THROUGH WORK ZONES
MUl TllANE, DIV1CED AND U~mIVlolWUr~AL
NIGH T OPEr~A nONS Of~ CPE[-<,A nONS
EXCEEol~JG ONE DAYLIGHT PERICo
<~
<:==
ROAD
COOSTRUCi1ON
1 Mlt!
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ROAO
CONSTRUe nON
, ~lE
[)
------------- ---~---- --~--~--~-u---r ----
MedirJn ~
/" [}
__..__~_________..f__~_~_____ ___
[}
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~
=~
=:>
EVEN PAVEMENT
~
~
<:==
~
[}
I Median ~
[JJ
[}
~
~
~
-- rr-rn /~. TT7.- -
_{ij; ~or~ A;e(
8E~S s SV~~
. - R:~;~:~mfo"'';;~\~, t i I c~s ;;;:;cnON l>11.r. Other con'. truction Or
~' ~ Mainteoance Operr)tions Ocr...'1..Ir
- Arrow Panel Operation Discontinued '-Nlthin Ofie (1) Mile, SIgns
And Devices Removed Or Relocated To Be Omitte.J And Signing To
_. ----.... Be Coordinated In Acco(dance
\ With Index No. 60D
"--Temporary Pavement Mmktngs Placed Throo<JhNori< Area
And Devices Relocated Laterally 2' to 4' Outslda Edge Of PQ\.,ement
===C>
[Jl 8
500'
[JJ
ffi.'J f1G CON IRa. n~OOCH M)f<Jl( ZONES
MULTILANE, OIVlOED AND UNol'llOE~ur~AL
NIGH T OPERA nONS OR OPERA nONS
EXCEEDING ONE DA YUCH T PERIOD
INTERMITTENT WORK STOPPAGE · RIGHT LANE REOPENED TO TRAFFIC · DAYTIME OR NIGHTIME
I
TEMPORARY JUMPER DETAIL
CLEAN OUT RING & COVER
/ U.S.F. No. 7621/RUSSCO C762
FINISHED GRADE ~ /1- (TO ACCOMMODATE 500)
PAVED SURFACE "',
1M 1_f<<4'~f4'~~~y-<y,J/",,,/~y/, f
./ 1 - 2 V~Y>>?}7'
/ v v ~ ,-'</, / I .1. I ~ (~"<(~
''\:/0~)y> />~ I I ~~'DY>Y
/"<~(~ / v /,::</'::</~
'/N>~/>v "~~X
/ / / / /-Lv ~I/ //" /,,/
,,/" / " rz::.. ~. --. '>-- " Y
/~~ "I",~ "'~ "'-':'<>>>"> ~y
IA" '/> '\// "-/ //. / /,,/
:t ~ v '" ~,,>I f < ~ <:<~ y ""'-~ "",-.
~"y> '\/1/ /J /"-//"-7/"-
Tl1READED P. V.C. PLUG: /" / /'" / /
1 .
A TEMPORARY ,jUMPER CONNECflON fS f~EQUIRED AT ALL CONNECTIONS
BE-TWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER
MAIN IMPROVEMENTS.
THE DETAIL ABOVE IS TO BE USED FOR F1LLlNG ANY NEW WATER MAIN
OF ANY SfZE FROM EXISTING ACTIVE WAfER MAINS AND FOR FLUSHING
OF NEW MAJNS UP TO 8" DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR
PULLING BACTERfOLOGICAL SAMPLES F'ROM ANY NEW WATER MAIN OF
ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL
AFTER FILLING, FLUSHING, TESTING, AND DISINFECTION OF THE NEW
MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE
FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FOEP)
& OTHER PERTINnn AGENCIES HAS BEEN RECEIVED BY SEM, CO. UTILlnES,
THIS JUMPER CONNECTION SHALL ALSO BE USED TO MA1NTAI~J A MINIMUM
PRESSURE OF 20 PSI IN THE NEW MAINS ALL THE TIME AFTER
DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED.
ADEQUATE THRUST BLOCKING AND/OR r~ESTRAINTS SHALL BE PROVIDED
TEMPOr~ARIL,(, AS REQUIRED. PIPE AND FITTINGS USED FOr~ CONNECTING
THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO
INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION, THIS
fAPPING SLEE\lE AND THE EXTEr~ior~ OF THE MAIN TO BE TAPPED SHALL
BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION II OF AWWA
C651-92.
2.
3.
FLUSHING OF 1 0" DIAMETEr~ A~JD LARGER WATEr~ MAINS MAY BE DONE
THROUGH THE TIE-I~J VALVE UNDER VERY CONTROLLED CONDITIONS.
THE FOLLOWING pr~OCEDur~ES SHALL BE FOLLOWED:
(
~-6. P,V.C. CLEANOUT
THE TIE-IN VAL',IES SHALL BE OPEr~ATED MJD PREssur~E fESTED IN
THE PF~ESENCE OF THE UTiLlN COMPANY AND ENGINEER TO
VERIFY WATEr~ TIGHTNESS PRIOR TO TIE-IN. VALVES WHiCH ARE
NOT WATERTIGHT SHA.LL BE REPLACED OR A ~~EW VALVE
INSTALLED IMMEDIATELY ADJACENT TO THE LEA.KING VAL'.E.
fHE TEMPORAr~Y JU,'APER CONNECTiON SHALL BE CONSTRUC fED
AS DETAILED. THE JUMPER CON~~ECflON SHALL BE USED TO FILL
THE NEW WATER MAI~J AND FOR PROVICING WATER FOR
BACTERIOLOGICAL SAMPLI~~G OF THE NEW MAIN AS REQUiRED BY
THE FDEP PERMIT.
/'.... .
B.
1.
2.
..3.
4.
5.
6.
NOTES:
CLEANOUTS TO BE LOCATED IN GRASS AREA Wl1ENEVER POSSIBLE.
CLEANOUTS SHALL NOT BE INSTALLED IN TRAFF1C LANES OR AREAS
UNDER HEAVY TRAFFIC LO/ADS.
TtiE COVER TO BE MARKED .S..
CLEANOUTS TO BE INSTALLLED PRIOR TO WATER METER RELEASE.
NO 90' BENDS SHALL BE LUSED FOR ClEANOUT INSTAllATION.
THE DEVELOPER/PROPERTli O~ER OR ASSIGNEE SHALL BE RESPONSIBLE
FOR CEANOUT INSTALLA llO)N PRIOR TO WATER METER INSTALLATION AS
SPECIFIED BY THE DEPARTTMENT.
A CONCRE TE COLLAR MAY BE REQUIRED IF CLEANOUT IS LOCATED BETWEEN
DHIVf:WAYS. SPEC1AL CONS;TRUC110N DETAIL 'MLL BE REQUIRED.
o
o
FLUSHING SHALL NOT BE ArTEMPTED DURIt\G PEAK
DEMAND HOURS OF THE EXISfl~JG WATER MAINS.
ALL DOWNsrr~EAM VA.LVES I~~ THE NEW SYSTEM MUST BE
OPEN PRlor~ TO OPENING THE TIE-IN VALVE.
PROVIDE FOR AND MONITOR THE PRESSURE AT THE TiE-IN
POINT. THE PRESSURE IN THE EXISTING Mi\IN MUST NOT
DROP BELOW 35 PSI.
TIE -I~J VALVE SHALL BE OPENED A FEW TUR~JS ONLY,
ENsur~I~JG A PRESSURE or~oP ACROSS THE VALVE IS A.LWAYS
Gr~EA fEr~ THAN 10 PSI.
o
7.
o
TYPICAL CLEANOUT INSTALLATION
SCHEDULE '+0 CALV/\NIZED PIPE--\
I\ND FITTiNGS, or~ TYPE K COPPEr~
PiPE MW FITTINGS, or~ SCHECULE. . \\
80 pve PIPE AND r-I TTINGS. \\
- METUl BOX lAND L:\\ UN'ON '1 r U~~ION
\ SET ro F,NIS,HED GRADE. \ '4:~_ T _ __
\ C -:rI=r ",,-Lr=J1I --~~~
I II . __ ~~ '
I f' T(O 6' I 1 I ~2" 10 30" I
I I BAlLnl/ 80 E
, ., ~ . Ij AL_ \1 E S ^ v
, \ I I ~~iT .__.____. +~RAo7
--- _L....-. :. --. J r -JL Ie ~
CUf~F3 STCP-/ / A!
(LOCK:~~G fYPE) II TlTL.
) METER
/
ft.
BACKFlO'N PRE.vUHER- fiPE
AS REQUlr~ED BY UTILITY
NOTES:
1. A POSITIVE D!ElECTRIC CC~~M:CTlm~ SHALL BE "'~i'l.DE BET'fiEEN
ALL GALVM~IZED AND BRASS co~pm~uns.
2 ~ETER SHALL BE INSTALLED GErfiEEJ~ S'DEWALK AND cur~B WHERE
APPL;CABLE, OR ;\f PROPERTY LINE AND !~4 MJ CASE SHALL iT BE
INSTALLED IN SIDE.WALK cr~ OTHER PAVE.D AREAS.
3. P,'l.INT BFP AND PIPI~,GmTH A PRIMER SUITED TO BASE MATERtAlS.
m~ISH WITf-i 1WO COATS F()r~REST GREEN D:TER:OR ENAMEL.
4. ON NEW INSTAL[j\Tim~S, fHE BACK FLOW PREVENr:ON DEviCE
SHAll BE TESTED ACCORDING TO THE Clf'( OF NINTER SPRi~~GS
REQUREMUHS BE.FORE THE METER iNSTALLAnm~ CAN fJE
APPROVED FOR USE.
5. FOR ROADWAY CROSSIi'<GS, ALL POLYETHYLENE SErN!CE LINES
SHALL BE !NSTALLED.N A SCHEDULE 40 PVe SLEE~..E.
THE SLEE'.E SHALL HAVE A NOMINAL DIAMETER OF A
1,AINIMUM OF 1 Ii'<CH I.ARGEr~ rHM~ THE SERV;CE W~E
DIAMETE.R, BUT ~WT EXCEEDiNG 4,~j(H NOMINAL OIM~ETER.
THE SLEt'VE SHALL EXTHW A ~INI~UM OF 12 :NCHES.
BEYOND THE OUTSIDE EDGE OF fHE ROAD'NM PAVE.MENT
AND/OR CURBING. SEAL THE ANNULAR SPACE AT THE ENDS
OF THE CAS1NG USING AN APPROVED, NON--SHRI~H<NG, ~IN.
25 YEAR, SILicm~E CAULK.
6. POLY SER'/ICE LINE SIZE SHALL BE 2 I~KH
----
CRt] POL'1 - PE .3408 2" D!AMETER
CORP STOP Z //-- CCUGLE
(~/
~-~'
t_
S TRAP SADDLE
3/4" ,
1",
1 1/2" & 2" WATER METER &
BACKFLOW PREVENTER
WATER 1,A/...IN
COMMEJ~CIAl, INDUSTRIAL, AND MUl_ f1-FA~1ILY SERVICES
~'#~
/~.~._.~. 0.~'~
_/ ?i ~~. B%~
~ '. ~~
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SECTION AA
SECTION BB
.~
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1...19 rJ~
~{ L_------E1 N TE--~---.-&-~
~t=S-=cp~CJ --L ~~---- '---.J
.
~
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SECTlON CC
SEC TlON DO
(.i:~~
~~~~ri~~~i
_r' I I I I I - 1 '"
'::IU I 1]].1 -f- --dr~-1
W-~ ~j
PIOC$ Pla9tr~ Flter Foo<f corC TlON EE
T~e D-4 (~ lfidel( 199) ..:x:.
ArOUI1(! And Belo. Sand Cen'1~t
RiPfop. Cost Of Fot>rlc To
8$ {l1cil.od&<j lrl Cost Of
$<.Jnd Cemerl t Riprop
EV
E,/
Y
~
<:: Of Sl0ge
ISOME TRIC
f~,e Of Sl0ge
ISCME mlc
~
,:L~"".~' '.~J
~..r~~
"t~
u- TYPE SAND-CEMENT ENDWALLS
Ii-!-~ I-!~
~y
DETAILS FOR SINGLE METAL PIPE ARCH CULVERTS
NOTE: F~ multiple metaJ pige <xcl1 cu,l.ert 59Gcir1Q between o(cl1 Cec'1te.rs~X
SEC TlON AA
f-1~ fB~
5i~
I
SECTlON BB
--
DIMENSIONS AND QUANTITlES FOR METAL PIPE ARCH CULVERTS
Quantity of Sand-Cement r~;prap in Cu. Yd3. for One End....all_
Z For 2: 1 Slope3 For 4: 1 ~es For 6: 1 SIope3
l-Ard2-NC J-An:r 4-AfC 1-AIcl2-Nctr~Ard+-Arci' 1-AIct 2-AIcIJ-AIcf4-Arc
"-7" 1.0 ,.~- 2.0 2.5 1.' 2.2 2.~~.~_+_, _
1 -j:,~)2 1.8 2.4 _J...Q...J.,.L~. _l.L f-,'U __
TT V5 ,J.J -....,-- 2.5 .3,"1 4.13 fr r--' __
- 2.2 .3.' 4.0 4.~ .4 4.7 15.03
:z,~ 4.1 ~U~.1 .~ 15,1 7,' 9.r
-J.5 4.~ 5.3 T. 5 7.4 !J.J 112
- 1.1- <", 7.6 9, 1,9 92 ".5 B,/J
5..1 7J!. 6.!1 10,8 .1 10,7 nJ 1~,~
2'-0" 5.9 I 8.1 10.3 I 12.5 9.~ I 12.4 15.3 113.2
I I
Dimension3
~I~ [o~
SprJr Rise X Y
1-Au:12. ~.~ 4 Arc
~ '3''" 2 -6" 6'-e," 9 -0. 11'-6 14'-Q"
2T~~T~~~ 10-4 lJ-i 1 '-0.
~~ J ~5" ~ -,} 12'-e 16'-1 1 -~.
35 24 "'-0. H -0 1~ -0 19 -0' 2 -0
.U. 29' .. -9" 112'-9'hY=&""-22~ 2 -ff
_1j UJ;~..~~I2Q'-O- 2~-'6 J -(J
-~rl3a. ra'':':-.. 10 -6'122'-10r29 -2'131 -a
64 ....>- 7-1'116'-,)' ~-.. 1.>2'-, 3 I)
_7'. ~T r-10 2f/..rj 21-10 S~ -8 403'-6
c----- ~.
SEcnON CC
SECllON DO
--
~out FlU Th. lO.~et''l/O- ,/ fi&1', ~~i,
Third, Ctrcl.Imferooc$ Of . r-= 'i:) .....
End Of Pipe__---_..... ~
' r- ...... r-rf1
~r#J,,-a2~=:!1 .: i r
bI~~7~tr=r=w. '~r9
~~ /-LLj
Place Plastic Ht~ focti
T~. D-" (Se.. lndu 1 '19)
Aroond Md l3e1o. S<l.rid Cen;oot SECTlON EE
Rfp(op. Co,t Of F~ic To
Be :r,ci'~ded in CQst Of
S<Jrid C$mtVIt Rf~ap
DErAiL FOR SI~~GLE PIPE CULVERT
Note: fOK muHi9le p;~. cut,l!!(t 9Qocir"oQ b,ttW<!ll(1 pip. centen=-X
I
I
DIMENSIONS AND QUANnnES FOR ROUND PIPE CULVERTS
Dimension3 O\Jantity of Sand-Cement Riprop rn Cu. Yd3. for One End~all
Pipe For 2: 1 Sf 0069 For 4-: 1 Sial as For 6: 1 Sl.Q:Je3
DfQ, X 1-Pioe!2-Proe J.-~i4-Pip.! 1-Ploetz-Proe~J.-Pfpei4-Pl"e! l-proe 2-Plpef:s-Pipel~Pipes I-P-'I().?-prp.13-prp~4=PiP-;
I~ 2'-r T-O. 1)-7 12'-21-4-'-9" 12 1.5 2.1 2.6 U '2.. 3.0 3.15
1W"2'=-10 ~-o- -1 1.J'-8- 1~'-6' 1.4 2. 2.6 3.'....2L 2.~ 3.1 4.4
rn"'~Y 1()-Q" - 1a'--lC ~(),,-.Y tr J.5 "',3 2 ..0 ~.1 15..1
.]9':= 4 -.}-12'-O. - 20' -a .. -~- 2.: 4.e 5,1.1 5.4 7.0 6."
"".10 :'J'-1. 14 ~Q: - 24 -'1:' -,) ,. tH 1 4. 7.0 (}.2 11,4
~. ~"'~cr - 2"'-()", -0. J,E 1.7 ~ ~, 8.8 11,7 H~
~.. ~'-r 1a--o' - ,:51"-6- J" 4.: 1M 1 ,1).' 10.8 14 J lff
~~ r-a"':lo'-fI' 2 - ~ -~ -0 5. 11." 1 2 ~5 12.'l 1'U 21.7
60 8'-~ i22 -Q- .~ - . J~'-O." -0 e. 1 1~1J.'J 10.0 _ 15.3 20,6 2~9
---- -
--
-
-
NOTES:
1 .
2.
3.
4.
5.
C.
THE fiE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTIUTY
COMPANY UNTIL FLUSHING BEGINS.
THE fiE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE
NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY
COMPANY AND OBSERVED BY THE ENGINEER.
D.
E.
4,
AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND
LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY.
IN GOOD
THE CONTRACTOR SHA.LL PROV1DE DOCUMENfATION DEMONSTRAflNG
THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN
TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION, & IS
WORKING ORDER Af THE TIME OF INSTALLATION. THE TEST SHALL BE
PREFORMED BY A QUALIFIED BACK FLOW PRE.\lENTION TECHNICtAN AS
APPROVED BY SEMINOLE COUNTy'S CROSS-CONECTlON CONrr~OL PROGRAM.
EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8" IN
DfAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE
LOCKED IN THE CLOSED POSITION BY fi.,E UTIUr( COMPANY. THE TIE-IN
VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS
BEEN CLEARED FOR USE 8Y FDEP AND ALL OTHER PERTINENT AGENCIES.
5.
6.
UPON RECEIPT OF CLEARANCE FOR USE Fr~OM FDEP AND ALL OTHER
PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE
fEMPORARY ,JUMPEr~ CONNECTION. THE CORPORA nON STOPS ARE fa BE
CLOSED AND PLUGGED WlTH 2" BRASS PLUGS.
ALL INSTALLAflON A~JD MAINTENANCE OF THE TEMPORARY JUMPER
CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE,
FITTINGS, VALVE, ETC., SHALL BE THE r~ESPONSIBILlTY OF THE
COI"JTRACTOr~.
7.
l' C~Hli (l-{(';Io: ~~l'~~ .;\S~.(\i(tH' _4
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CITY OF \NINTER SPRIi'JGS
TEMPORARY JUMPER CONNECTION
MINIMUM LENGTH OF RESTRAINED PIPE
TO BE INSTALLED ON EACH SIDE OF FITTING
-------.----- ~-
flTTl ~fuS
PIPE SIZE (IN(HfS)
8 10
~-
24
_.
--'!!!. SOl D
4S Bf"'D
12 1 /2" BL~D
11 1/" BfND
~ ~ TEE
DUJJ ENDS
4
~.
22
9
13
6
'2
115
30
.39
16
8
47
19
~~
23
11
69
2g
14
9..
~g
19
4
e
.3
.3e
73
g
2
2!S
~2
.4
40
g5
5
e4
115
5
12
l.3e
~
82
174
9
lJ~
2>4e
INSTALL FULL LENGTH JOINTS WITH TOTAL NU~BER OF JOINTS EQUAL TO OR GREATER HiAN
SHOWN IN THE TABLE AND FOR n1E TOTAL EQUIVALENT LENGTH REQUIRED.
WHERE MO OR MORE FITTINGS ARE TOCETHER USE FITTINGS WHICH 'fIELD THE GREATEST NUMBER or
RESTRAINED JOINTS.
CONTRACTOR SHALL SUBMIT FOR REVIEW AND COMMENT, DRAWINGS FOR RESTRAJNED J01NT SYSTEM.
ENGINEER APPROVED SHOP DRAWINGS TO BE SUBMITIED TO THE CflY.
THRliST BLOCK AND RESTRAJNING SEVt'ER AND WATER MAJN SCHEDULES SHALL BE COMPLETED BY mE
ENGINEER, Bi\SED ON ALL DESIGN CONSIDERATIONS INCLUDING BUT NOT liMITED TO HiE FOLLOWING:
PIPE ll'PE, SOil BEARING CAPACITY, SOIL fiPE, DEPTH or COVER, lEST PRESSURE, LAYING CONDITIONS,
SAFEfT FACTOR.
THIS CHART WAS PREPARED BASED UPON AWWA C900 FOR THRUST RESTRAJNT OF
PVC PIPE. ASSUMING: (1.) 150 PSI WORKING PRESSURE, (2.) .3 FEET or DEPTH,
(3.) LAYING CONDIT10N NO. 4 FOR SAND/SILT (51-4) BACKFill.
(4.) USING A SAfElY FACTOR OF 2.0.
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[p -. ~[p. ~ [p ---~ se s s s S ~%~~~-=~~____u[p-.,_=?__'_...
~ i~o- 1140' --t-01000' + 500'_>--_, L iRe~~":n.Tt;~O~~~i:~~~ _lfc~s;':'"ON ~~:.n~~,e; ggn:~~~oOc~~r
-- ~~. 'Mth:n 0f1<3 (1) Mire, Signs
ROAD Arrow Panel Operat:on Discontinued To Be Omitted And Signing To
CONSTRUCTION # And Device3 Removed Or Relocated .. -- 8e Coorrj;naterj In Accordance
t ~llE i-----~-~--------Nith Index No. 600
. // .. _ "--- Tempo(ory Pavement /-Aori<:ings pra,ced TI;rough, Work AreG
Hinged Or Signs Signs A.nd De'Iices Relocated Late(uHy 2 to 4 OutSide Edge Of Pavement
Overlay Shields Covered Covered
[} []J
r--.12.~-t-~ 1000'
RQAO 0 ~,~
CONSTRl.Jcn~
i MlU:
Hinged Of
Hinged Or . Sign3 O.6rray
O...erloy Sh:elds---"'" Cove(f~ Shield3 I pUAN"~NT I
Pfaql.,Jes To Be co,;ere'~
Or Remo..ed 'iVnen WOf
OperG Hon Resu med
UNEVEN PAVEMENT
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Legend:
OliOR
OIP
OIR
DeN
OliO M/O
- eN-
\) -
.. -
- T-
- 1-
- ss-
- at.-
E--
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+
Abbrevia tion s:
SET 18- NO. , REBAR/CAP (ill 16787)
UNLESS NOlfO OTliffi'MSE
IRON PIPE
IRON ROO
CONCRETE I.tOOU...EN T
SET NAIl & D+SK PlS I4ng
UNDERGROUND CABlE TEtf'v1StON UNf
UNDERGROUND GAS UNf
UNOERGROUND VIA 1m UNf
UNOffiOOOOND TE1LPHOOf UNf
UNOERGROONO POWER UNE
UNOER~OUNO SANH AllY' SEWER UNf
OVERHEAD unUTY UNE
GOY''MRE
U T1UlY p()tf
ELECTRlCAl .AJNCnON BOX
CABlE TV BOX
WArm METER
TEl! JeT BOX
-_.._--~----~------------------ ---------~----------
,
DELTA
CAlCULA TED
CHORD BEAA1NG
COOCRfTE BlOO<
CHOOD LENGlli
CONCRE TE
ct:.N TE.RUNE
CORRUCA fED MfT AL PlPf
DESCRIBED
DEED BOOt<
EASOofENT
F'QRUAll Y KNO~ AS
fOUND
noco lNStJRANCE RATE MAP
ARC lENGlli
lEGAl
t.4EASUREO
t.I ANHOlf
NAL & OfSK
NATIONAL CEOO€l1C ~RnCAL DATU'"
~'f1aAL RECOOOS
PLA T Boa<
ptAT
PACE
PERUANENT CONTROl POINT
RA~US
RElNfOOcro COOCRE rE PIPE
RlCHT Of" WAY
TtUPHOOE
~ARY BENCH "'ARK
T~ (E BANl<
"
"
'"
.~
WATER V AJ... 'IE
GAS VALVE
SANlTAAY' SE~ ... ANHOlf
STORM MANHCt..E
TElLPHONf MANHOlE
flRE Ii '1l)R AN T
ctLAN OUT
UCHT POlE
SCN
GROUND ~TS
FENCE
ElEVAl10N SHOT
LEGAL DESCRIPTION(PER CUENT) I
AlL UNPLATIED PARr OF BLOCK 'B" THAT IS ON THE EAS~ SIDE OF OVIEDO-SANFORD BRICK ROAD OF D.R.
MfTCHELl SURVEY OF TtiE LEVY' GRANT ON lAKE JESSUP. CCORDING TO THE PLAT TtiEREOF AS RECORDED IN
PLAT BOOK 1, PAGE 5. OF THE PUBUC RECORDS OF SE~ NOLE COUNTY, FLORIDA; LESS BEGIN AT THE
INlERSECT10N OF THE EASTERLY R/W Of THE OVlEDO- ORD ROAD AND THE NORTHERLY UNE OF THE
UNPLATIED PART OF SAiD BLOCK ws", RUN 539'50' 15"[, ONG THE EASTERLY R/W OF OVlEDO-SANFORD
ROAD 520 FEET. n-iENCE N50"09'45"E 335.54 FEET TO Tti NORTH UNE OF THE UNPLAnED PART OF SAm
BLOCK "S-, THENCE N72-40'15"'W AlONG SAJD NORTH UNE 618.86 FEET TO THE POINT Of BEGINNING.
Surveyor's Notes:
1. Not 'lQlld without the sl9J1ature and the origInal rolse seal of a
Florfdo I1censed sur'leyor and mapper.
2.
The lands shown hereon were not abstracted for righ s-of-way.
easements, ownership, or other instruments of recor by this firm.
The Bearings shown hereon are based on the North roperty line
having a bearing of N 72-40'15- W, per legal descrip on provided
by client.
The Bearings and Distances shown hereon ore per P1lt and field
measured unless otherwise noted.
The underground utilities shown have been located fr m field survey
information and existing drawings. The Sur'leyor mak s no guarantees
that the underground utilities shown comprise 011 su h utilities in
the area, either in service or abandoned. The Surve r further does
not warrant that the underground utilities shown are in the exact
location indicated, although he does certify that the are located as
accurately as possible from InfOf'matron available. Th Sur'leyor has
not physrcally located the underground utilities.
3.
4.
5.
6. Elevations shown hereon are based on Seminofe Coun y Bench ~ar1<
No. 2375301 elev.::s51.443; being described as "P.K. ail & Sam. Co.
disk set in top of catch basin at SE corner of Tusk willa Road and
Trotwood Blvd.. 30'+ /- E. of elL of Tuskawiila Roo and 25' + /- S.
C/l. Trotwood Bh'd." I
I
The property shown hereon appears to lie in Zone W
Map Pane. No. 12117C0135 E, dated April 17, 1995.
Insurance Rate Map is not a survey. Flood Zone is
7.
, per F.I.R.~.
e Flood
opinion only.
8.
This survey was prepared without the benefit of a Ti Ie Commitment.
C)
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~ ~ 6'04 618.86--;--.......___~_... -:_ "J ~!8 .,;
~" --___ ......'-1:,0 .\.~.
Q.. ~ L J:-Ss --~ ~-~;~ c. ~.~:.
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/,,-t3 O.(JOj \)\?-'\ c,?j ~f}.,'
f ,,~ 1)
I - INLET
\\4. \'11 l,j H
TCP=46 '38
~[ IN.,' =34 89
N{'fNV.=34131
S,"~N. ~J3.18
PQlNT Of BEGINNING (LE.SS PARCH)
IN1IRSEcnON Of EASTt..Rl Y RKl-iT C1F WAY
Of SANfOOO-O'w1mO ROAD & NoomERt y
UNE Of UNPtA lTED P ART Of .BlOO< B'"
O.R. "'T~lli'S SURVEY (E mE LEVY
<1UNT ON LME ~SSUP, P.B. 1, Po. 5.
28
"
'.
~ '-
T.B..... 2
R/c TRAV 160
E.llV."",.7.51
D.f? MITi ~
ClftLL'S
SURvcy
p OF TH
/ LA, r BOOk f..- Levy G
1. PA.GE~A,NT
ON LA.kt
JESsup
29
/-
/
.#" (
~~~_.
30
{~~.. .(a" lJi"I'
f~?
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.....,.-"
~----------.... '"
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tl'eet (/J~o-._-. _
J Pel1ed
Sa. 00'
_/
\
/'
f
: ~,1~
f~\~
(j~1J't:~.
76- YAJ..
7'l
//
SELLtR
(NOT IN~tTAINtD
LUD[D)
/
//
/
/
l
('3~
\~J /r,.---- - ---,,____ _____ -------
/~
//
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"~,
....---.-'.
,,~
--/.
,/'
/'
-----~~---
--------
,/
---
-~ /
/-.-.-----
M '\1 YJH --------------- V ~
L ;:~-"&,, __ - /
N,Ai IN V ~.35 s.6_______~
S~ ,...."'.~J.S..~
7:J.~~5 'J1
;1
.. ~t,
".~
//
/
//
/'
(
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/'
... ft'
//
/
/'
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/
/
/
./
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/
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~~ = 104-44'10"
- 35.00'
L - 63.98'
HP=4337
'){' IN'I.= -36.55
S{'f iN'I."'3726
NW J'iV.=.56.68
'LET
"
~
,
,
"
"
~
SITE
P ELIMINARY
A.L.T.A. Bounda y /Topographic Survey
Propose Tuskawilla Plaza
5-:R:-- 1J4 &- Tuskowi//o Rood
Seminole Coun ty, Florida
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VICINITY MAP
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TOTAL
PARKING
+767 SPACES
-58 SPACES
709 SPACES
BLDG AREA
(SF)
216,550
26,650
243,200
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