HomeMy WebLinkAbout1999 07 12 Regular Item A
'.
COMMISSION AGENDA
ITEM A
Consent
Information
Public Hearin
Re ular
xx
July 12. 1999
Meeting
MGR.
REQUEST: Community Development Department, Land Development Division, requests
Commission approval of the Final Engineering for the Parkstone PUD, Unit VI.
PURPOSE: The purpose of this Agenda Item is to approve the final engineering for the
Parkstone PUD Unit VI, the remaining forty three (43) lots which were withheld
from the final engineering due to concerns of the SJRWMD. The preliminary
engineering for these forty (43) lots was approved by the Commission on January
26, 1998, The property is located on the north side ofSR 434, south of Lake
Jesup, with the entryway being directly opposite Winding Hollow Boulevard.
APPLICABLE CODE:
Section 9-71. When a final development plan is to be filed; extension.
(a) The final development plan including engineering and plat for all or a portion
of the area covered by the preliminary plan shall be submitted within one (1) year
of the date of approval of the preliminary plan; otherwise, such preliminary
approval will automatically become null and void unless the City Commission
grants a specific extension of time.
Section 9-72. Processing of final plans.
Processing of final plans shall be as follows:
(]) City Planner
(2) City Engineer
(3) Staff Review
July 12, 1999
REGULAR AGENDA ITEM A
Page 2
(4) Only if significant changes, alterations or modifications have been made to
the final plans which would cause to be construed at the time of staff review that
a substantial difference between the final and the preliminary plans now exists,
plans must then be sent to planning and zoning for further review. If no
substantial difference between the preliminary and final plans exists, this step in
the process will not be required.
(5) City Commission
Section 9-73. Form and contents of final development plan.
(a) The final development plan and plat shall conform substantially to the
approved preliminary plan as approved and shall inClude all conditional
requirements specified by the city commission on any conditional approval of the
preliminary plan. The subdivider may propose only a portion of the area of an
approved preliminary plan for final development should that be desired. Whenever
developing only a portion of an approved preliminary plan, that portion being
developed must be engineered so that section is not dependent upon further
development to ensure adequate drainage, sewerage, water and other
improvements.
(b) Additional engineering/plans to accompany the final development plan/plat:
(1) Potable water including fire protection systems
(2) Sanitary sewer
(3) Drainage and stormwater management facilities including underdrains
(4) Bulkheads
(5) Excavation and fill
(6) Sidewalks, bicycle paths, and bridle paths
(7) Streets and curbs. Street grades and elevation shall be established to
minimize the need for underdrains. In soils where high groundwater is
found or suspected, cuts shall be minimized in order to reduce the need for
underdrains. Wherever along the proposed roadways projected
July 12, 1999
REGULAR AGENDA ITEM A
Page 3
groundwater elevation is less than one (1) foot, six (6) inches below the
bottom of the swale (or bottom of road base where curb and gutter is
used), underdrains shan be required.
(8) Soils exploration. The results of comprehensive soils and explorations,
evaluation of results and recommendations by a city-appointed soils
engineering and testing firm. The soils explorations work shan include as a
mInImum:
(a) Results of borings located by survey at suitable intervals along the
proposed roadways; classification and properties of soils encountered; and
groundwater elevation to United States Geological Survey datum found
subsequent to making borings. The evaluation of the results and
recommendations by the soils firm shan include as a minimum:
Recommendations on the type of base construction; projected high-water
elevation to United States Geological Survey datum along the proposed
roadways, need, design, size, location, depth and details of underdrains;
and a recommendation on the elevation of street grades including depth of
cut. The results of the soils work, evaluation of results, and
recommendations shan be incorporated into the plans and specifications
submitted for review.
(b) If during construction of improvements, the city determines in the field
that soils and/or groundwater conditions are found to be different than
shown in the data submitted with final development and engineering plans,
or there is question about adequacy of the approved plans caused by
conditions found in the field, the city shall have the right to require
modification of the previously approved design plans including, but not
limited to modification of street grades and/or instanation of additional
underdrains, use of solid cement base course, or other modifications.
(9) Lot grading. At the time final engineering plans are submitted, lot
grading and drainage plans shan be submitted for review and approval.
The plans, shall show minimum floor elevations for an homes, existing
topography, grading of all lots, and any drainage improvements proposed
on the lots. The lot grading and drainage plans shan show the lot lines,
existing topography (one-foot contour intervals), and proposed lot fining,
grading and drainage at a scale of one (1) inch is equal to one hundred
(100) feet (or larger) in general accordance with FHA standards for lot
July 12, 1999
REGULAR AGENDA ITEM A
Page 4
grading. Substantiating soils borings, evaluations and studies shall also be
submitted to document soil conditions, projected high-water groundwater
elevation on the lots, and adequacy of the lot grading and drainage plans.
(10) Street lighting plan, demonstrating power company participation.
(1 ]) Landscaping plans. Where site is commercial, industrial, or
multifamily in nature, landscaping plans shall be presented along with the
final development plans, unless specifically waived by the staff at the time
of processing the preliminary plan.
Section 9-74. Action of final development plan; expiration of approval.
( a) If the developer elects to request approval of a final development plan
separately and prior to approval to record the plat of that development, the city
commission may approve such final development plan if the plan is in substantial
conformity with the approved preliminary plan or a subsequently approved
modification to the preliminary plan. The final development plan may be approved
if it complies with all relevant regulations included in this chapter. Approval of the
plan shall be subject to fulfillment of all conditions specified by the city staff and
sanctioned by the city commission..... "
CHRONOLOGY:
January 26, 1998
- City Commission approved Preliminary Engineering
April 2, ] 998
- Final Engineering Plans submitted for review (396 lots)
June 9, ] 998
- Forty three (43) lots removed from final engineering
review because of a dispute with SJR WMD on
location of environmental limits
April 8, 1999
- Final Engineering Plans for the forty three (43) disputed
lots submitted for review
May 11, 1999
- SJRWMD Permit issued for Parkstone PUD (43 lots)
June 22, 1999
- Development Review Committee Meeting
July 12, 1999
REGULAR AGENDA ITEM A
Page 5
FINDINGS: 1) It has been determined that the final engineering for the forty three (43) lots is
not a substantial change from the approved preliminary plans. Therefore, further
review by the planning and zoning board is not required.
2) The final engineering conforms substantially to the approved preliminary
engmeenng.
3) The Staff has found this project to be in general compliance with Code
requirements.
CONCLUSION:
The Staff has found this project to be in general compliance with applicable Code
requirements.
RECOMMENDA TION:
Staff recommends that the City Commission approve the final engineering for
Parkstone PUD Unit VI.
ATTACH.MENTS:
A
- June 22, 1999, Development Review Committee Minutes
B
- Final Engineering Plans
COMMISSION ACTION:
/
!'
ATTACHMENT A
June 22, 1999
To: Mayor
Commission
Thru: Ron McLemore, City Manager
Thru:
Charles Carrington, Community Development Dir~
Don LeBlanc, Land Development Coordinator ~
From:
Re:
Development Review Committee
Final Engineering
Parkstone PUD Unit VI
The Development Review Committee met on June 22, 1999 to consider the final engineering for
Parkstone PUD Unit VI, This final engineering is for the forty three (43) lots that were withheld
from the original three hundred ninety six (396) lots submitted because of an environmental
limits dispute.
D. Kelly and 1. Townsend represented the project. Staff members present were Carrington,
Cook, Dallas, Grimms, Jenkins, LeBlanc and Tolleson.
Please see attached Staff comments and SJR WMD Permit dated May 11, 1999.
Jenkins moved that the project be favorably forwarded to the Commission for their action -
seconded by Grimms. All voted aye.
cc: Staff
Memo
To: Don LeBlanc, L.a~d Devel~pm~ Coord~na~or
From: Don Houck, BUilding Official Q);.-t."~
CC:
Date: 06/22/99
Re: Parkstone Phase VI
Building Division
No further comments,
Page 1
(
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327-1800
Community Development Dept.
Planning Division
MEMORANDUM
TO:
Don LeBlanc, Land Development Coordinator
FROM:
Thomas Grimms, AICP Comprehensive Planning/Zoning coo~~
June 22, 1999
DATE:
RE:
Parkstone PUD Unit 6 - Final Engineering
I have no further concerns or comments on this subdivision,
(
MEMO FOR RECORD
June 21, 1999
Land Development Coordinator ~
From:
Re:
Parkstone PUD Unit VI
Final Engineering
I have reviewed the above referenced final engineering for Parkstone PUD Unit VI and have no
further comments to offer at this time.
'.-
e
.
June 9, 1999
CPH Engineers, Inc.
1117 E. Robinson St., Suite C
Orlando, FL 32801
Phone: (407) 425-0452
Fax: (407) 648-1036
www.cphengineers.com
Mr, Don LeB lanc
City of Winter Springs
1126 East SR 434
Winter Springs, Florida32708
RE: Review of Additional Groundwater Table Information for the
Parkstone PUD, Phase VI
Submittal Dated June 3, 1999
CPH Job No. W0491.02
Dear Mr. LeBlanc:
We have reviewed the additional geotechnical information submitted by Donald W,
McIntosh Assoc., Inc. for the Parkstone Phase VI Development. From the information
submitted, the groundwater tables are shown to be lower in the final construction than in
the predevelopment condition. The geotechnical consultant has indicated that this is due
to the pond construction and control of the water level in those ponds.
Based upon the information submitted, the present design does meet the City's
requirements for the roadway construction. With this issue and the previous comments
addressed, we recommend that this project proceed through your approval process,
If you have any questions regarding this review, or if we can be of any further assistance,
please feel free to contact me at 425-0452,
Sincerely,
CPH ENGINEERS, INC.
~(fp
David E, Mahler, P,E.
Project Manager
SANFORD . onLANDO . DELANO . "ALM CITY . CAPE conAL . JACKSONVILLE
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CITY OF WINTER SPRINGS, FLORIDA
Utility I Public Works
D~~~,t 1999
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327.6695
TO: Don LeBlanc, Land Development Coordinator
FROM:
Kipton Lockcuff, P.E., Public Works/Utility Director
/~
RE: Final Engineering for Parkstone Phase VI
We have reviewed the final engineering for the Parkstone Phase VI which were signed
and sealed March 26, 1999 and have the following comments:
1, Water and sewer capacity has not been reserved for this project although it is
available. Reservation fees will be due and payable prior to approval of the water and
sewer construction permits applications to DEP, For the 43 lots in this phase, the
reservation fee is $105 per lot per year or $4,515, This fee will continue to accrue for
each lot until the building permit is applied for at which time the water and sewer
capacity charge of $2,282 per lot is due.
2, Prior to the completion of the DEP water and sewer certifications and
acceptance by the City, we require one set of as-builts in mylar and digital format, two
sets of prints, and a Bill of Sale containing a cost of improvements and two year
warranty.
3, The City at the Developer's expense can provide any street signage required.
We recommend the approval of the final engineering for Parkstone Phase
IV with the aforementioned conditions.
File
RECEIVED
618 E. Sout1 Street
0r1and0. _ 32&11
407~7-4300
TOO 407-897-5960
Horvy 0.."", Executive Direc
John R Wellle. Auolstant ExecutNe Dire.:::
IV\l;Il~ I'03i1 AS30C,. t1~a;- .
POST OFFICE BOX 1429 tpArATKA, FLORIDA 32178-142'
TELEPHONE 004-329-4500 SUNCOM ~
TOO 004-329-4450 TOO SUNCOM 86O-44SO
FAX~) 329-4125 (lOll"O 329-<<a5 (permitting) 329-4315 (Admlnl5trationlFlnanee) 329-15
SERVICE CENTERS
ID5 Ba)'M&dows Way PERMITTING:
&Ita 102 305 East CtM
Jad<s<<MIe. AcI1do 32256 Mot>c<rno. FIor1do 32904
oo.c-7JG.Q70 407.98-4-04940
TOO ~7900 TOO 407-722.6368
MAY 2 ~ 1999
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WATER
MANAGEMENT
DISTRICT
OPERATIONS:
2133 N. Wd<tlom Roed
Metxuno. FICII1da ~1'
407.752-3100
TOO 407.752-3102
May 11, 1999
CENTEX HOMES
ATTN GREG LEPERA
385 DOUGLAS AVE., STE.
ALTAMONTE SPRINGS, FL
2000
32714
SUBJECT: Permit Number 4-ll7-0482M-ERP
Dear Sir: YeL{ 'Ls tcsv-L ~\&Dl :It
Enclosed is your permit as authorized by the Governing Board of the st. Johns
River Water Management District on May 11, 1999.
This permit is a legal document and should be kept with your other important
.documents. The attached MSSW/Stormwater As-Built Certification Form should
be filled in and returned to the Palatka.office within thirty days after the
work is completed. By so doing, you will.enable us to schedul~ a prompt
inspection of _the permitted activity. .
In addition to the MSSW/Stormwater As-Built Certification Form, your permit
also contains conditions which require submittal of additional information.
.All information submitted as compliance to permit conditions must be
submitted to the Palatka office address.
Permit issuance does not relieve you from the responsibility of obtaining
permits from any federal, state and/or local agencies asserting concurrent
jurisdiction for this work.
In the event you sell your property, the permit will be transferred to the
new owner, if we are notified by you within thirty days of the sale. Please
assist us in this matter so as to maintain a valid permit for the new
property owner. -
Thank you for your cooperation and if this office can be of any further
assistance to you, please do not hesitate to contact us.
Sincerely,
-~~~
G~oria Lewis, Director
Permit Data Services Division
Enclosures: Permit with EN form(s), if applicable
cc: District Permit File
DONALD W. MCINTOSH ASSOCIATES, INC.
Dan Roach. CHAIRMAN
FERNANO"A BEACH
Duane Ollenstroer. TREASunER
SWITZERLANO
Otis Mason, SECRETARY
Sf. AuGUSTiNE
Wilila:, KE~r
VElBOUFN:. :.E..t..:'~
Jeff K, Jennings
I.AAfTLANO
William M. Segal
MAlTLN-fO
Ometrias 0, Long
APOPKA
Clay Albright
EAST LAK!:: WEIR.
Reid Hug.'1e:
OA1"TONA 9E"":.
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
Post Office Box 1429
Palatka, Florida 32178-1429
PERMIT NO.
4-117-0482M-ERP
DATE ISSUED May 11, 1999
PROJECT NAME: PARKSTONE PUD PHASE II
A PERMIT AUTHORIZING:
MODIFICATION TO THE SURFACE WATER MANAGEMENT SYSTEM AUTHORIZED BY PERMITS
4-117-0482-ERP. THE PROPOSED MODIFICATION CONSISTS OF A 14.5 ACRE SINGLE-
FAMILY DEVELOPMENT TO BE KNOWN AS PARKSTONE SUBDIVISION PHASE II. - THE
SYSTEM TO BE AUTHORIZED. WITH THIS PERMIT-CONSISTS OF ~3 SINGLE-FAMILY
DWELLING UNITS WITH ASSOCIATED ROADWAY, STORM SEWER, AND FLOODPLAIN
COMPENSATION POND AREA.
LOCATION:
Section 38 39, Township 20 South, Range 30 East
Seminole County
ISSUED TO:
(owner)
CENTEX HOMES
385 DOUGLAS AVE., STE. 2000
ALTAMONTE SPRINGS, FL 32714
Permittee agrees to hold and save the st~ Johns River Water Management
District and its successors harmless from any and all damages, claims,
or liabilities which may arise from permit issuance. Said application,
including all plans and specifications attached thereto, is by reference
made a part hereof.
This permit does not convey to permittee any property rights nor any
rights or privileges other than those specified herein, nor relieve the
permittee from complying with any law, regulation or requirement
affecting the rights of o~her bodies or agencies. All structures and
works installed by permittee hereunder shall remain the property of the
permittee. -
This Permit may be revoked, modified or transferred at any time pursuant
. to the appropriate provisions of Chapter 373, Florida Statutes:
PERMIT IS CONDITIONED UPON:
See. conditions on attached "Exhibit A", dated May 11, 1999
AUTHORIZED BY:
st. Johns River Water Management District
By:
Govern~ard ~
By' ~~
(AS TANT SECRETARY)
HENRY DEAN
Department
(
JEFF
"EXHIBIT A"
CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 4-ll7-0482M-ERP
CENTEX HOMES
DATED MAY 11, 1999
1. All activities shall be implemented as set forth in the plans,
specifications and performance criteria as approved by this perm~t.
Any deviation from the permitted activity and the conditions for
undertaking that activity shall constitute a violation of this permit.
2. This permit or a copy thereof, complete with all conditions,
attachments, exhibits, and modifications, shall be kept at the
work site of the permitted activity. The complete permit shall
be available for review at the work site upon request by
District staff. The permittee shall require the contractor
to review the complete permit prior to commencement of the
activity authorized by this permit.
3. Activities approved by this permit shall be conducted in a
manner which do not cause violations of state water quality
standard s .
4. Prior to and during construction, the permittee shall
implement and maintain all erosion and sediment control
measures (best management practices) required to retain sediment
on-site and to prevent violations of state water quality standards.
All practices must be in accordance with the guidelines and
specifications in chapter 6 of the Florida Land Development
Manual: A Guide to Sound Land and Water Management (Florida
Department of Environmental Regulation 1988), which are
incorporated by reference, unless a project specific erosion and
sediment control plan is approved as part of the permit, in which
the practices must be in accordance with the plan. If site
specific conditions require additional measures during any phase
of construction or operation to prevent erosion or control
sediment, beyond those specified in the erosion and sediment
control plan, the permittee shall implement additional best
management practices as .necessary, in accordance with the
specifications in chapter 6 of the Florida Land Development
Manual: A Guide to Sound Land and Water Management (Florida
Department of Environmental Regulation 1988). The permittee
shall correct any erosion or shoaling that causes adverse
impacts to the water resources.
5. Stabilization measures shall be initiated for erosion and
sediment control on disturbed areas as soon as practicable
in portions of the site where construction activities have
temporarily or permanently ceased, but in no case more than 7
days after the construction activity in that portion of the
site has temporarily or permanently ceased.
6. At least 48 hours prior to commencement of activity
authorized by this permit, the permitted shall submit to the
District a Construction Commencement Notice Form
No. 40C-4.900(3) indicating the actual start date and the
expected completion date.
7. When the duration of construction will exceed one year,
the permittee shall submit construction status reports to the
District on an annual basis utilizing an Annual status Report
Form No. 40C-4.900(4). These forms shall be submitted during
June of each year.
8. For those systems which will be operated or maintained
by an entity which will require an easement or deed restriction-
in order to provide that entity with the authority necessary to
operate or ma1ntain the system, such easement or deed
restriction, together with any other final operation or
maintenance documents as are required by subsections 7.1.1
through 7.1.4 of the Applicants Handbook: Management and
storage of Surface Waters, must be submitted to the District for
approval. Documents meeting the requirements set forth in these
subsections of the Applicants Handbook will be approved. Deed_
restrictions, easements and other operatio~ and maintenance
documents which require recordation either with the Secretary of
state or the Clerk of the Circuit Court must be so recorded prior
to lot or unit sales within the project served by the system, or
upon completion of construction of the system, whichever occurs
first. For those systems which are proposed to be maintained by
county or municipal entities, final operation and "maintenance
documents must be received by the District when maintenance and
operation of the system is accepted by the local governmental
entity. Failure to submit the appropriate final documents
referenced in this paragraph will result in the permittee
remaining liable for carrying out maintenance and operation
of. the permitted system.
9. Each phase or independent portion of the permitted system
must be completed in accordance with the permitted plans and
permit conditions prior to the initiation of the permitted
use of site infrastructure located within the area served by
that portion or phase of the ~ystem. Each phas€ or independent
portion of the system must be completed in accordance with the
permitted plans and permit conditions prior to transfer of
responsibility for operation and maintenance of that phase or
portion of the system to a local government or other
responsible entity.
10. Within 30 days after completion of construction of the
permitted system, or independent portion of the system, the
permittee shall submit a written statement of completion and
certification by a registered professional engineer or other
appropriate individual as authorized by law, utilizing As Built
Certification Form 40C-l.181(13) or 40C-l.181(14) supplied with
this permit. When the completed system differs substantially
from the permitted plans, any substantial deviations shall be
noted and explained and two copies of as-built drawings submitted
to the District. Submittal of the completed form shall serve to
notify the District that the system is ready for inspection.
The stateme~t of completion and certification shall be based on
on-site observation of construction (conducted by the
registered professional engineer, or other appropriate
individual as authorized by law, or under his or her direct
supervision) or review of as-built drawings for the purpose of
determining if the work.was completed in compliance with
approved plans and specifications. As-built drawings shall be
the permitted drawings revised to reflect any changes made
during construction. Both the original and any revised
specifications must be clearly shown. The plans must be
clearly labeled as "as-built" or "record" drawing. All
surveyed dimensions and elevations shall be certified by a
registered surveyor. The following information, at a minimum,
shall be certified on the as-built drawings:
A. Dimensions and elevations of all discharge structures
including all weirs, slots, gates, pumps, pipes, and oil
and grease skimmers;
B. Locations, dimensions, and elevations of all filter,
exfiltration, or underdrain systems including cleanouts,
pipes, connections to control structurBs, and points of
discharge to the receiving waters;
c. Dimensions, elevations, contours, or cross-sections
of all treatment storage areas sufficient to determine
stage-storage relationships of the storage area and the
permanent pool depth and volume below the control elevation
for normally wet systems, when appropriate;
D. Dimensions, elevations, contours, final grades, or
cross-sections of the system to determine flow directions
and conveyance of runoff to the treatment system;
E. Dimensions, elevations, contours, final grades, or
cross-sections of all conveyance systems utilized to
convey off-site runoff around the system;_
F. Existing water elevation(s) and the date
determined; and
G. Elevation and location of benchmark(s) for the survey.
11. The operation phase of this permit shall not become
effective until the permittee has complied with the requirements
of general condition No. 9 above, the District determines
the system to be in compliance with the permitted plans, and the
entity approved by the District in accordance with subsections
7.1.1 through 7.1.4 of the Applicants Handbook: Management and
Storage of Surface Waters, accepts responsibility for operation
and maintenance of the system. The permit may not be transferred
to such an approved operation and maintenance entity until the
operation phase of the permit becomes effective. Following
inspection and approval of the permitted system by the
District, the permittee shall request transfer of the permit
to the responsible approved operation and maintenance entity,
if different from the permittee. Until the permit is
transferred pursuant to section 7.1 of the Applicants
Handbook: Management and storage of Surface Waters, the
permittee shall be liable for compliance with. the terms
of the permit.
12. Should any other regulatory agency require changes to
the permitted system, the permittee shall provide written
notification to the District of the changes prior to
implementation so that a determination can be made whether
a permit modification is required.
13. This permit does not eliminate the necessity to obtain
any required federal, state, local and special district
authorizations prior to the start of any activity approved
by this permit. This permit does not convey to the
permittee or create in the permittee any p~operty right,
or any interest in real property, nor does it authorize any
entrance upon or activities on property which is not owned or
controlled by the permittee, or convey any rights or
privileges other than those specified in the permit and
chapter 40C-4 or chapt~r 40C-40, F.A.C.
14. The permittee shall hold and save the District harmless
from any and all damages, claimsJ or liabilities which may
arise by reason of the activities authorized by the permit or
any use of the permitted system.
15. The permittee shall notify the District in writing within
30 days of any sale, conveyance, or other transfer of ownership
or control of tne permitted system or the real property at
which the permitted system is located. All transfers of
ownership or transfers of a permit are subject to the
requirements of s~ction 40C-l.612, F.A.C. The permittee
transferring the .permit shall remain liable fo~ any corrective
actions that may be required as a result of any permit
violations prior to the sale, conveyance or other transfer.
16. Upon reasonable notice to the permittee, District
authorized staff with proper identification shall have
permission to enter, inspect, sample and test the system to
insure conformity with the plans and specifications approved
by the permit.
17. If historical or archaeological artifacts are discovered
at any time on the project site, the permittee shall
immediately notify the District.
18. The permittee shall immediately notify the District in
writing of any previously submitted information that is
later discovered to be inaccurate.
19. This permit for construction will expire five years from the
date of issuance.
20. All wetland areas or water bodies that are outside
the specific limits of construction authorized by this
permit must be protected from erosion, siltation, scouring
or excess turbidity, and dewatering.
21. Prior to construction, the permittee must clearly designate
the limits of construction on-site. The permittee must advise
the contractor that any work outside the limits of construction,
including clearing, may be a.violation of this permit.
22. The operation and maintenance entity shall submit inspection
reports to the District two years after the operation
phase permit becomes effective and every two years thereafter
on District form EN-46. The inspection form must be signed
and sealed by an appropriate registered pr0fessional.
23. The proposed project must be constructed and operated as per
plans received by the District on March 10, 1999, (sheets 1
through 4 and 6 through 12 of 12), and revised sheet 5 of 12,
received May 7, 1999.
24. Only annual grasses (i.e.; ryegrass) can be used to
stabilize the restored grades resulting from construction of the
outfall structure from the compensating storage pond. If 80%
coverage by desirable wetland species within the 0.2 acre
disturbed wetland area is not achieved within one year of
construction, then the permittee must submit a planting plan with
schedule to achieve an 80% coverage.
25. Prior to initiating any construction, the permittee must
record a conservation easement on the real property pursuant to
section 704.06, F.S., prohibiting all construction including
clearing, dredging, or filling, except that which is specifically
authorized by this permit within the wetland conservation areas,
and upland buffers as delineated on the final plans as approved
by the District. The easement must contain provisions as set
forth in paragraphs l(a)-(h) of section 704.06, F.S., as well as
provisions indicating that they may be enforced by the District
and may not be amended without District approval. Within 30 days
of the date of issuance of this permit and prior to recording,
said easement must be submitted to the District for review and
approval.
Within 30 days of receipt of District approval, the
Permittee must provide the District with a certified copy of
the recorded easement showing the date it was recorded and
the official records book and page number.
26. The compensating storage area must be excavated prior
to placement of fill in the floodplain. AS part of the As-
Built Certification, the certifying professional must
document that the compensating storage area was built in
accordance with the plans authorized by this permit.
27. In the event that additional wells are located during
construction, the permittee must notify the District in
writing describing the location and specifics of the well.
The permittee must abandon any additional wells located
during construction consistent with District criteria in 40C-
3, F.A.C.
ATTACHMENT B
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VICINITY MAP
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LAKE JESUP
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SUBJECT SITE
WINTER SPRINGS
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FINAL ENGINEERING PLANS
CITY OF WINTE" SPRINGS, FLORIDA
PHAS,E VI
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PREPi~RED FOR
CENT i.X HOMES
385 DOUGLAS JrENUE, SUITE 2000
C"'~'}i;:~;t
ALTAIIQ.~li~~ " OS, FLORIDA 32714
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'f'.a, 81-2150
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DONALD w. l1'clNTOSH ASSOCIATES, INC.
ENGINEERS PLANNERS SURVEYORS
2200 PARK AVENUE NO~rH. WINTER PARK. FLORIDA 32789 (407) 644-4068
........J.,. _ -...-~ __
1
2
3
4
5
6
7
8
9
10
11-12
DESCRI PTlON:
Lots 4, 5, 6 and 7, Block C of "D.R. Mitchell's Survey of the Levy Grant on
Lake Jesup," as recorded in Plat Book 1, Page 5, Public Records of
Seminole County, Florida.
AND
Lots 5, 6, 7 and the West 1/2 of Lot 4, Block D of "D.R. Mitchell's Survey of
the Levy Grant on Lake Jesup," as recorded in Plat Book 1, Page 5, Public
Records ot Seminole County, Florida.
AND
That part of Lot 9, Block D of "D.R. Mitchell's Survey of the Levy Grant on
Lake Jesup," as recorded in Plat Book 1, Page 5, Public Records of
Seminole County, Florida lying Southeasterly of Lot E of CHASE
COMPANY'S SUBDIVISION OF WAGNER, as recorded in Plat Book 6,
Page 64, Public Records of Seminole County, Florida and lying North of the
North Right-of-Way line of the Atlantic Coast Line Railroad - Lake Charm
Branch as shown on said Plat of CHASE AND COMPANY'S
SUBDIVISION OF WAGNER.
AND
Lots B, C, D and the South 952.92 feet of Lot A of CHASE COMPANY'S
SUBDIVISION OF WAGNER, as recorded in Plat Book 6, Page 64, Public
Records of Seminole County, Florida.
Together with Orange Avenue as recorded in Plat Book 1, Page 5 and Plat
Book 6, Page 64.
Containing 145.0 acres more or less, lying South of the waters edge ot Lake
Jesup as located July 26, 1996, and being subject to any rights-ot-way,
restrictions and easements of record,
SHEET INDEX
COVER SHEET
NOTES. SPECIFICATIONS AND LEGEND
EXISTING CONDITIONS
MASTER PHASING PLAN
PAVING. GRADING AND DRAINAGE PLAN
WA TER AND SEWER PLAN
STREET "E" STA. 85+00.00 TO STA. 87+72.54
COURT "F" STA. 90+00.00 TO STA. 103+72.39
PAVING. GRADING AND DRAINAGE DETAILS
F.D.O. T. DETAILS
SEWER AND WATER DETAILS
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DEMC1I11ON NOlES:
01. CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FOR DISPOSAL OFF-SITE.
DISPOSAL SHALL CONFORM TO ALL APPUCABlE REGULATIONS.
02. EXISTING UNDERGROUND UTlUTlES, UNLESS OTHERWISE NOTED, MAY BE
CAPPED/PLUGGED AND ABANDONED IN PLACE EXCEPT WITHIN 30 n. OF BUILDING
OR IN AREAS WHERE POSSIBLE CONFLICT WITH PROPOSED UTlUTlES MAY OCCUR.
CAPPED AND PLUGGED PIPE ENDS SHALL BE ENCASED IN CONCRETE, 6- MINIMUM
THICKNESS AROUND PIPE. MANHOLE BASES MAY BE LEFT IN PLACE PROVIDED THAT
PIPE OPENINGS ARE PLUGGED AND REMAINING BASES ARE FlUED WITH CONCRETE 6-
MINIMUM ABOVE HIGHEST INVERT.
03. ANY MATERIALS CLAIMED AS SALVAGE BY OWNER EITHER IN THE FIELD OR IN THE
DRAWINGS SHAlL BE STOCKPILED FOR OWNER'S REMOVAL
04. CONTRACTOR SHAlL ACQUAINT HIMSELF WITH THE CONSTRUCTION DOCUMENTS
AND BE RESPONSIBLE FOR PROTECTING ANY EXISTING FAClUTY 50 DESIGNATED OR
DESIGNATED TO BE UTlUZED IIiI THE WORK.
05. CONTRACTOR SHALL REMOVE ALL FOUNDATIONS. CONCRETE SLABS AND
UNDERGROUND STRUCTIJRES, EXISTING ON THE SITE AT THE TIME OF BIDDING
UNLESS OTHERWISE DIRECTED.
06. CONTRACTOR SHALL COORDINATE WITH APPUCABLE UTlUTY COMPANIES AND BE
RESPONSIBlE FOR THE TERMINATION, CAPPING-OFF AND REMOVAL OF ALL
UNDERGROUND AND ABOVE-GROUND UTlUTY SERVICES EXISTING AT THE TIME OF
BIDDING UNLESS DIRECTED TO BID OTHERWISE.
07, CONTRACTOR IS RESPONSIBlE FOR IDENTIFYING AND DISPOSING ALL WASTE
MA TERIALS CONSISTENT WITH All RULES AND REGULATIONS APPUCABLE TO THE
SPECIFIC MATERIAL FOUND.
STANDARD SPECIAL PURPOSE NOlES:
01. CONTRACTOR SHALL IMMMEDIATELY NOTIFY ENGINEER UPON DISCOVERY OF
ADDITIONAL UNMAPPED WElLS.
02. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN EXCAVATING UTlUTlES
AND STORMWA TER MANAGEMENT AREAS DUE TO THE ARTESIAN CONDITION ONSITE,
CONTRACTOR SHAll IMMEDIA TEL Y NOTIFY ENGINEER SHOULD ARlESlAN CONDITION
OCCUR.
GENERAL NOlES:
01. THESE GENERAL NOTES APPLY TO All WORK IN THIS SET OF DRAWINGS,
02. CONTRACTOR SHAll REVIEW All PERMITS PRIOR TO CONSTRUCTION FOR ANY
CHANGES TO THE DESIGN INCLUDED THEREIN. NOTIFY ENGINEER/OWNER OF ANY
REQUIRED CHANGES PRIOR TO CONSTRUCTION.
03. IT WILL BE THE RESPONSlBIUTY OF THE CONTRACTOR(S) TO ENSURE THAT ALL
REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL
CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY
UMITED TO) ARE:
- WATER MANAGEMENT DISTRICT CONSUMPTIVE USE (WATER USE) FOR
CONSTRUCTION DEWATERING
- WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT
- FDEP WATER DISTRIBUTION
- FOEP WASTEWATER
- LOCAL RIGHT OF WAY USE
- EP A NPDES STORMWA TER PERMIT
- LOCAL UNDERGROUND UTlUTlES
- ARBOR
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04, CONTRACTOR IS ADVISED THAT THE UNITED STATES ENVIRONMENTAL
PROTECTION AGENCY REQUIRES THAT OPERA TORS FILE A NOTICE OF INTENT (NOI)
FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER
THE NPDES GENERAL PERMIT PRIOR TO BEGINNING WORK. IT IS CONTRACTOR'S SOLE
RESPONSlBlUTY TO OBTAIN SAME. A COPY SHALL BE SENT TO DONALD W. MciNTOSH
ASSOCIATES, INC, AND CITY ENGINEER,
05. FLORIDA LAW (F,S. 553.851) PROTECTION OF UNDERGROUND PIPEUNES
MANDATES THAT -NO EXCAVATOR SHAlL COMMENCE OR PERFORM ANY EXCAVATION
IN ANY PUBUC OR PRIVATE STREET, ALlEY, RIGHT-OF-WAY DEDICATED TO THE PUBUC
USE, OR GAS UTlUTY EASEMENT WITHOUT FIRST OBTAINING INFORMATION
CONCERNING THE POSSIBLE LOCATION OF GAS PlPEUNES IN THE AREA OF THE
PROPOSED EXCAVATION: THIS INCLUDES ANY OPERATION UTlUZlNG HAND TOOlS OR
POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTIJRE, EARTH, ROCK, OR
OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFlWNG,
DEMOlJ110N, GRADING, DITCHING, DRIWNG, BORING AND CABLE PLOWING, THE
EXCAVATOR MUST NOTIFY THE GAS UTlUTY A MINIMUM OF -48 HOURS AND A MAXIMUM
OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATIJRDAYS, SUNDAYS, AND LEGAL
HOUDA YS).
06, CONTRACTOR SHALL NOTIFY All APPROPRIATE UTlUTY COMPANIES OF
PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD
REQUIREMENTS; INCLUDING BUT NOT UMITED TO WATER, SEWER, POWER.
TELEPHONE, GAS AND CABLE TV COMPANIES.
07. IN WINTER SPRINGS CONTRACTOR SHAlL SUBMIT AN EROSION CONTROL PLAN TO
THE CITY ENGINEER FOR APPROVAL PRIOR TO SCHEOUUNG THE PRE-
CONSTRUCTION MEETING.
08. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE DONALD W. MdNTOSH
ASSOCIATES. INC. AND CITY ENGINEER WITH CONSTRUCTION SCHEDULE FOR VARIOUS
SITE WORK ELEMENTS 50 THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE
TIMELY CERTIFICATION OF COMPLETION TO AGENCIES AND AVOID DELAYS IN ISSUANCE
OF CERTIFICATES OF OCCUPANCY/COMPLETION.
09. THE LOCATIONS OF EXISTING UTlUTlES AND STORM DRAINAGE SHOWN ON THE
PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE
GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. ENGINEER ASSUMES NO
RESPONSlBIUTY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION
ACTIVITY, IT SHAll BE THE CONTRACTOR'S RESPONSlBIUTY TO MAKE
ARRANGEMENTS FOR FIELD LOCATIONS AND FOR ANY RELOCATIONS OF THE VARIOUS
EXISTING UTlUTlES WITH THE UTlUTY OWNERS, WHICH SHALL BE DONE IN A TIMELY
FASHION TO MINIMIZE IMP ACT ON THE CONSTRUCTION SCHEDULE. ANY DELAY OR
INCONVENIENCE CAUSED THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS
UTlUTlES SHAlL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION
WIll BE ALLOWED.
10. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON,
WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHOULD BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND OWNER IN \\RITING.
NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE
CONDITIONS WIll BE ALLOWED IF CONTRACTOR FAILS TO PROVIDE THE REQUIRED
WRITTEN NOTIFICATION OF SUCH CONDITIONS FOR RE\1EW BY THE ENGINEER AND
OWNER.
11. CONTRACTOR SHAll PROTECT ADJACENT LAKES AND \\t:1lANDS AND All
ADJACENT PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL
CONSTRUCTION RELATED CAUSES.
12. ALL RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL
OTHER THAN O'MllER'S SHALL BE REPORTED TO ENGINEER/OWNER PRIOR TO
IMPLEMENTATION. COMPENSATION WIll NOT BE AllOWED FOR WORK WHICH IS NOT
AUTHORIZED BY ENGINEER/OWNER.
13. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES
WHICH ARE TO BE SAVED. WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE
FIELD. CONTRACTOR SHAll BECOME FAMIUAR WITH AND CONFORM WITH ALL TREE
PROTECTlON/pRESERVA TlON PROVISIONS OF THE CONTRACT DOCUMENTS AND
LOCAL GOVERNMENT.
14. All WORK SHAll BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED
PERSONNEL OF THE CITY, OWNER, INVOLVED UTlUTY COMPANIES, PROJECT
ENGINEER AND REGULA TORY AGENCIES,
15. CONTRACTOR SHAlL STAKE All IMPROVEMENTS USING THE PLAT AND
COORDINATES PROVIDED IN THESE PLANS. CONTRACTOR SHAll CONFIRM WITH THE
ENGINEER THAT THE PLAT IS CURRENT PRIOR TO CONSTRUCTION. CONTRACTOR
SHAll CONFIRM THE BUILDING DIMENSIONS SHOWN HEREIN WITH THOSE IN THE FINAL
ARCHITECTIJRAL DRAWINGS PRIOR TO STAKEOUT. IT IS THE CONTRACTOR'S SOLE
RESPONSlBIUTY TO COMPLETELY STAKE AND CHECK All IMPROVEMENTS TO ENSURE
ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL. INCLUDING MINIMUM
BUILDING SETBACKS PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT,
16. CONTRACTOR SHAll CONFIRM COMPATlBlUTY OF PIPE SLOPES AND INVERTS
DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF PROJECT AND ADVISE
ENGINEER OF ANY DISCREPANCIES.
17. CONTRACTOR SHALL FURNISH O'MllER WITH ACCURATE RECORD DRAWINGS
SHOWING AS-CONSTRUCTED HORIZONTAL AND VERTICAL DIMENSIONING OF THE
WORK. THE SUBMITTAL COPY OF THE RECORD DRAWINGS WIll NOT BE RETIJRNED.
THE RECORD DRAWING OR A REPRODUCIBLE COPY PREPARED BY ENGINEER SHALL
BE CERTIFIED BY THE CONTRACTOR AS CORRECT. ALL INFORMATION WHICH IS
UNCHANGED AND CURRENT SHAlL BE NOTED BY CHECKING OFF OR ClRCUNG. AlL
REVISED INFORMATION SHAlL BE CROSSED THROUGH AND NEW DATA ADDED.
ADDITIONAL REQUIREMENTS ARE NOTED IN PAVING, GRADING AND DRAINAGE AND
WATER AND SE\\t:R NOTES.
18. IN WINTER SPRINGS CONTRACTOR SHAll CERTIFY VIA THE RECORD DRAWINGS
THAT CONSTRUCTION CONFORMS WITH ALL CITY OF WINTER SPRINGS CRITERIA AS WELL
AS THE CRITERIA INDICA TED BELOW:
STORMWA TER MANAGEMENT AREAS, MAINTENANCE BERMS, BERM BACK SLOPES AND
OUTFAll CONVEYANCE ARE CONSTRUCTED WITHIN DESIGNATED TRACT OR EASEMENT.
ELEVATIONS ARE WITHIN THE FOLlOWING SPECIFIED TOLERANCES OF DESIGN
ELEVA TlONS:
TOP OF BERM, TOE OF SLOPE, POND BOTTOM +/- 0.50 FT,
OUTFALL STRUCTIJRE AND PIPING +/- 0.20 FT.
PIPE INVERTS, GUTTER UNE AND ROAD CENTERUNE AT SAG INLETS +/- 0.20 FT.
COMPENSATING STORAGE AREAS +/- 0.50 FT.
19. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES FOUND BETWEEN DRAWINGS AND THE FIELD CONDITIONS PRIOR TO
CONSTRUCTION IN THE AREA IMPACTED BY THE CONFUCT.
20. NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS
APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS.
21. THE CONTRACTOR SHALL VERIFY THE UMIT, DEPTH AND TYPE OF EXISTING
FRICTION COURSE, IF ANY, PRIOR TO INITIATING OFF5ITE ROADWAY IMPROVEMENTS.
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22. A STABIUZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED OF 2 -3 IN.
STONE ACROSS THE FUll WIDTH OF THE VEHICLE INGRESS AND EGRESS LOCATIONS.
THE STONE PAD SHAll BE AT LEAST 50 FEET LONG, 24 FEET WIDE AND AT LEAST
6 IN THICK. ADDITIONAL STONE MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN
THE FUNCTIONING OF THE PAD. THE INTENDED USE OF THIS CONSTRUCTION SITE
ENTRANCE TREATMENT IS TO MINIMIZE THE AMOUNT OF SOIL CARRIED OFF THE SITE
AND/OR ONTO LOCAL ROADS BY VARIOUS CONSTRUCTION EQUIPMENT AND TRUCKS.
THIS TREATMENT SHAll BE LOCATED AT ALL INGRESS/EGRESS POINTS TO SR 4J4
AND AT ALL PHASE UNES. CONCRETE RUBBlE MAYBE USED IN PLACE OF THE STONE
PENDING APPROVAL FROM THE CITY.
23. ALL GRAVITY SEWER LINES SHAll BE TVd AND A VIDEO TAPE PROVIDED TO THE CITY
PRIOR TO CERTIFICATION.
HORIZONTAL GEOMElRY NOlES:
01. THE GENERAL NOTES SHOWN ON DRAWING 2 APPLY TO WORK CONTROLLED BY
TI'IIS DRAWING.
02. BOUNDARY BASED ON THE FOlLOWING:
SURVEYOR: JONES, WOOD at GENTRY
DRAWING NO: 28041BDY.DWG
DATED: 2/3/95
03. ALL SlGNAGE, PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES SHAll BE IN
ACCORDANCE WITH FOOT -MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS.-
04. BLUE REFlECTIVE PAVEMENT MARKERS SHAll BE PLACED OPPOSITE FIRE
HYDRANTS IN THE CENTER or THE NEAREST TRAVELED LANE TO MARK THEIR
LOCATIONS.
05. REGULATORY SIGNS (STOP, ETC.) SHAlL BE IN PLACE PRIOR TO FINAL
INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS.
PA\1NG. GRADIfG . DRAINAGE NOlES:
01, THE GENERAL NOTES SHOWN ON THIS SHEET APPLY TO PAVING. GRADING AND
DRAINAGE WORK.
02. EXISTING TOPOGRAPHY AND CONTOURS BASED ON THE FOLlOWING:
SURVEYOR: DONALD W. MciNTOSH ASSOCI A TES, INC.
DRAWING NO,: 96-236
DATED: 7/26/96
03. SURVEYOR'S REFERENCE VERTICAL BENCHMARK:
DESCRIPTION: BRASS DISK
LOCATION: HEADWALL OVER THE WEST EDGE OF A BOX CULVERT 300'+/-
EAST OF THE INTERSECTION OF S.R. 419 AND S.R.434 ON THE SOUTH SIDE
ELEVATION: 13.338 (SEMINOLE COUNTY DATIJM).
04. SITE TEMPORARY VERTICAL BENCHMARK:
DESCRIPTION: SITE BENCHMARK NO. 1
LOCATION: NAIL SET AND DISC CB166 IN SOUTH SIDE OF 36- OAK TREE
ELEVATION: 22.91
05. BENCHMARK LOCATION AND ELEVATION ARE AS REPRESENTED BY SURVEYOR AT
THE TIME OF THE SURVEY. CONTRACTOR SHAll VERIFY ITS CORRECTNESS AT TIME
OF CONSTRUCTION.
06. CONTRACTOR SHALL BE RESPONSIBlE FOR PROTECTING All EXISTING SURVEY
MONUMENTATlON. DISlURBED MONUMENTATlON SHALL BE RESTORED BY A FLORIDA-
UCENSEO LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE.
07. SITE GRADING, PAVING AND DRAINAGE MATERIALS AND CONSTRUCTION SHAll
CONFORM TO FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, 1991, AND 1994 SUPPLEMENT (AND TO WINTER SPRINGS STANDARD
SPECIFICATIONS).
08. IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY
HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTlUTlES CRITICAL TO
COMPLETING THE PROJECT (INCLUDING WATER, SEWER, POWER, TELEPHONE, GAS,
AND CABlE TV) AND SHAll EVALUATE POTENTIAL CONFUCTS. ALL SUCH CONFUCTS
SHALL BE REPORTED TO ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY,
09, CONTRACTOR SHALL INSTRUCT THE GEOTECHNICAL TESTING LABORATORY
PROVIDING CONSTRUCTION TESTING TO PROVIDE DONALD W. MclNTOSH ASSOCIATES.
INC. AND CITY ENGINEER WITH COPIES OF All SITE-WORK TEST REPORTS AS THEY
ARE GENERATED. CONTRACTOR SHALL MAINTAIN THE RESPONSlBIUTY OF CONSTRUCTING
THE PROJECT IN STRICT ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND
REQUIREMENTS. RECEIPT OF COPIES OF GEOTECHNICAL REPORTS BY DONALD W.
MclNTOSH ASSOCIATES. INC. IN NO WAY OBUGA TES DONALD W. MdNTOSH
ASSOCIATES TO ANY REVIEW, COMMENTS OR ACTIONS REGARDING THE WORK.
10. DURING CONSTRUCTION, THE CONTRACTOR SHAll TAKE All REASONABLE
MEASURES TO INSURE AGAINST POLLUTING, SILTING, OR DISTIJRBING TO SUCH AN
EXTENT AS TO CAUSE AN INCREASE IN TIJRBIDlTY TO THE EXISTING DRAINAGE
SYSTBt AND ADJACENT WATER BODIES AND \\t:1lANDS. CONTRACTOR SHALL BE
RESPONSIBlE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS RELATED TO SUCH
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CHECKS. SILT BARRIERS. OR SILT SCREENS. ANY MEASURES SHOWN OR DETAILED IN
THESE DRAYlINGS SHALL BE CONSIDERED MINIMUMS AND SHALL NOT AlJ..E'4lAlE
CONTRACTOR FROM THE RESPONSlBlUTY TO IMPLEMENT ANY MEASURES
NECESSARY TO PROVIDE PROTECTION.
11. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE AND ROPE OFF
CONSERVATION AREA UNES. OWNER RESERVES THE RIGHTS TO CHECK THE STAKING
AND ROPING AND REQUIRE IT TO BE RELOCATED IF NECESSARY. IT SHALL REMAIN IN
PLACE UNTIL ADJACENT CONSTRUCTION IS COMPLETE.
12. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES
WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE.
FIELD.
13, NO WATER VALVE BOXES, METERS, PORTIONS OF MANHOLES, OR OTHER
APPURTENANCES OF ANY KIND RELATING TO ANY UNDERGROUND UTlUTlES SHAll BE
LOCATED IN ANY PORTION OF A CURB-AND-GUTTER SECTION, ADVISE ENGINEER
IMMEDlA TEL Y UPON DISCOVERY OF A POTENTIAL CONFUCT.
14. ALL SlGNAGE, PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES SHALl BE IN
ACCORDANCE WITH FOOT -ROADWAY AND TRAFFIC DESIGN STANDARDS. AND FHWA
-MANUAL OF UNIFORM TRAFFIC CONTROl.. DEVICES:
15. REGULATORY SIGNS (STOP, ETC.) SHALL BE PAID FOR BY DEVELOPER AND IN
PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS.
16. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED OPPOSITE FIRE
HYDRANTS IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK THEIR
LOCA TlONS.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAffiC
MAINTENANCE AND CONTROLS IN ACCORDANCE WITH REGULATORY STANDARDS.
WHERE A TRAFFIC MAINTENANCE PLAN IS REQUIRED, THE CONTRACTOR SHAll
PREPARE AND SUBMIT THE PLAN FOR APPROVAL
18. CONTRACTOR SHAll. INCLUDE ACCURATE AS-BUILT DIMENSIONS AND
ELEVATIONS OF THE STORMWATER MANAGEMENT AREAS IN THE RECORD DRAWINGS.
19, GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW.
GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSlBIUTY OF DONALD W.
MdNTOSH ASSOCIATES, INC. DONALD W. MciNTOSH ASSOCIATES. INC. HAS REUED ON
THE BELOW REFERENCED GEOTECHNICAL REPORT(S) IN PREPARATION OF THE
DRAWINGS. ANY CONFUCT BETWEEN INFORMATION WITHIN THE REPORT AND THESE
DRAWINGS SHALL BE REPORTED TO ENGINEER/OWNER, DONALD W. MciNTOSH
ASSOCIATES, INC. ASSUMES NO RESPONSlBIUTY FOR THE; CORRECTNESS.
COMPLETENESS OR ACCURACY OF GEOTECHNICAL INFORMATION.
GEOTECHNICAL ENGINEER: L J. NODARSE ae AS50CIA TES, INC.
REPORT NO: 96-G-0475
DATE: NOVEMBER 4, 1997
20. CONTRACTOR IS RESPONSIBlE FOR GRADING ALL PAVEMENTS TO DRAIN
POSITIVELY, INTERSECTIONS SHAll BE TRANSlTlONED TO PROVIDE SMOOTH DRIVING
SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR
DRAINAGE BE OBSERVED, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO
PLACEMENT OF CURBS OR PAVEMENT COURSES, SO THAT RECOMMENDATIONS FOR
CORRECTION MAY BE MADE.
21, PAVEMENT GRADES OVER HANDICAPPED PARKING SPACES SHALL NOT EXCEED
2" IN ANY DIRECTION EXCEPT AT RAMPS.
22. CONTRACTOR SHALL COORDINATE WITH MUNICIPAL AUTHORITY FOR PRE-POUR
INSPECTION PRIOR TO ANY SIDEWALK AND/OR RAMP CONCRElE POURS. IT IS THE
CONTRACTOR'S SOLE RESPONSlBIUTY TO ENSURE THAT All RAMP TEXTIJRED
SURFACES AND SIDEWALK LONGlTIJDlNAL AND CROSS SLOPES ARE IN CONFORMANCE
WITH LOCAL, STATE AND ~AL ADA STANDARDS.
23. PROPOSED AND EXISTING SIDEWALKS SHALL BE RAMPED FWSH WITH PAVEMENT.
RAMPS SHALl NOT EXCEED SLOPES OF 12 HORIZONTAL TO 1 VERTICAL
24. FINISHED FLOOR ELEVATION IS TYPICALLY 6 INCHES ABOVE DESIGN FINISHED
GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT ATENlRIES AND WliERE
OTHERWISE SHOVltol.
25. loa-YEAR FLOOD ELEVATIONS SHOWN HEREIN ARE DERIVED FROM f'EMA/FLOOD
INSURANCE RATE MAP OF SEMINOLE COUNTY. COMMUNITY PANEL 1121179C 0135 E DATED
APRIL 17, 1995).
26. FINISHED FLOOR ELEVATIONS ARE MINIMUM ELEVATIONS REQUIRED TO SATISfY
DRAINAGE AND/OR loo-YEAR FLOODPLAIN REQUIREMENTS. PAD ELEVATIONS,
IMMEDIATELY OUTSIDE OF BUILDING WALLS. SHALL BE NO MORE THAN 8 INCHES
BELOW THE FINISHED FLOOR ELEVATIONS SHO'Mll.
27. AlL OFF-SITE DISTIJRBED AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION
CONDITION, OR BETTER.
28. OVER-EXCAVATION OF RElENTlON BASINS SHALL NOT BE ALLO\\t:D UNLESS
SPECIFICALLY AUTHORIZED BY ENGlNEER/OVltolER. SHOULD UNAUTHORIZED OVER-
EXCAVATION OCCUR, IT SHAll BE BACKFILLED, REGRADED, RESODDED AND/OR
RESEEDED AS REQUIRED AT CONTRACTOR'S EXPENSE TO OWNER'S SPECIFICATIONS.
29. CONTRACTOR SHAlL NOT COMPACT, STABlUZE, OR CONSTRUCT BASE COURSE
WITHIN LANDSCAPE ISLANDS OR MEDIANS. WHERE SUCH TREATMENT DOES OCCUR,
IT SHAlL BE REMOVED AND REPLACED WITH SUITABLE PlANTING SOILS ACCEPTABlE:
TO OWNER'S LANDSCAPE ARCHITECT.
30. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION FOR PA'YMENT
FOR ANY ROADWORK WHICH HAS NOT BEEN TESTED BY A FLORIDA-REGISTERED
GEOTECHNICAL ENGINEER AND REPORTED TO CONFORM TO PROJECT
SPECIFICATIONS.
31. ELEVATIONS OF GRASSED AREAS ARE GIVEN AT FINISHED GRADE (TOP OF SOlD
OR SEEDED SURFACE),
32. SEE WATER AND SEWER NOTES FOR REQUIREMENTS AT CROSSINGS OF STORM I
DRAINS AND UTlUTY PIPE.
33. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN CENTERUNES
OF DRAINAGE STRUCTIJRES AND FROM INVERTS or ENDWALLS AND/OR MITERED EN!))
SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS WHEN BIDDING MITERED ENDI
SECTIONS.
34, CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND DISPOSING ALL WASTE
MATERIALS CONSISTENT WITH ALL RULES AND REGULATIONS APPUCABLE TO THE
SPECIFIC MATERIAL FOUND. '
35, ROAD GRADING AND CONSTRUCTION SHAll INCLUDE BRINGING THE 10-FT.
UTlUTY EASEMENTS ADJACENT TO THE RIGHT-OF-WAY UNE TO WITHIN 6 INCHES OF
FINAL DESIGN GRADE,
36 INLETS WHICH ARE GRAPHICAllY SHOWN ON LOT UNES AND NOT OTHERWISE
LOCATED BY STATIONING SHALL BE LOCATED SUCH THAT THE CENTERLINE OF THE
INLET BOTTOM IS AUGNED WITH THE LOT LINE.
37. RETAINING WAlL DESIGN BY OTHERS.
38. NEW PIPES SHAll BE CONNECTED TO EXISTING PIPES AT AN EXISTING F ACTOfRY
MADE JOINT. REMOVE PARTIAL PIPES IF AND AS NEEDED.
39, MINIMUM CURB SLOPE SHALL BE 0,24 PERCENT.
40. All MITERED END SECTIONS SHAll BE 2: 1 FACE SLOPE UNLESS OTHERWISE
INDICATED ON THE DRAWINGS.
41. REAR YARD BUFFERS SHALL NOT BE DISTIJRBED DURING AND AFTER
CONSTRUCTION.
42. All SIDEWALKS DIRECTLY ADJACENT TO RETENTION POND ACCESS DRIVES
SHAll. BE 6 INCH THICK .3000 PSI COMPRESSIVE STRENGTH CONCRETE.
44. A FOUR FOOT SIDEWALK IS TO BE CONSTRUCTED ALONG THE FRONTAGE OF
ALL TRACTS AS SHOWN IN THE PLANS.
45. ALL CONCRETE PIPE JOINTS SHALL HAVE MARAFI ~APPlNG.
46. A T TIME OF CONSTRUCTION. SITE GEOTECHNICAL ENGINEER SHALl MONITOR
CONSTRUCTION ACTIVITIES AND PROVIDE RECOMMENDATIONS, IF ANY, FOR ADDITlONAlL
ROADWAY UNDERDRAlNS REQUIRED. ENGINEER SHALL BE NOTIFIED OF ANY
RECOMMENDATIONS THEREOF.
WA1ERIAL SPEClFlCAlIONS (PA\1NC AND DRAINAGE):
01. PAVING MATERIALS SHALL CONFORM WITH FOOT STANDARD SPECIFICATIONS,
1991 AND 1994 SUPPLEMENT AND WINTER SPRINGS STANDARD SPECIFICATIONS,
02. STORM DRAINS SHAll BE REINFORCED CONCRETE PIPE, PER ASTM C-76 CLASS III,
UNLESS OTHERWISE SPECIFIED. UFTlNG HOLES ARE PROHIBITED. CONTRACTOR MAY'
SUBMIT ALTERNATE PIPE MATERIAL SPECIFICATION USING HOPE PIPE FOR REVIEW
BY ENGINEER ,OVltolER AND CITY ENGINEER. FINAL APPROVAL OF AL TERNA TE MA TERlMI:.
SHALL BE MADE BT THE CITY ENGINEER.
03, WHEREVER THE COlLECTION SYSTEM IS BETWEEN RESIDENTIAL LOTS, OR AS
OTHERWISE DESIGNATED, ALL PIPE JOINTS SHAll BE \\RAPPED WITH FILTER FABRIC
EXTENDING AT LEAST lVt'ELVE (12) INCHES TO EACH SlOE OF THE PIPE JOINT. THE
FILTER FABRIC SHALL HAVE AT LEAST EIGHTEEN (18) INCHES OF OVERLAP, AS IT IS
WRAPPED AROUND THE PIPE JOINT. A SAMPLE Of' THE FILTER FABRIC TO BE USED
WIll BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
04. All STORM STRUClURES SHALL CONFORM WITH FOOT STANDARD INDEX
DRAWINGS AND SPECIFICATIONS EXCEPT THAT DITCH BOTTOM INLETS IN PAVED
AREAS SHAll HAVE TRAVERSABLE, TRAFFIC BEARING, GRATES SUPPORTED BY STEEL.;
ANGLE SEATS OR SUPPORTED ON FOUR SIDES. GRA TES SHAll BE CAST IRON UNLES
OTHERWISE SPECIFIED OR APPROVED.
05. UNDERDRAlN SHALL BE HEAVY-DUTY CORRUGATED POLYETHLENE PIPE WITH
FACTORY-INSTALLED FILTER FABRIC AS MANUFACTURED BY ADVANCED DR*AGE
SYSTEMS (ADS), OR APPROVED EQUAL.
06. UNDERDRAlN DISCHARGE PIPE SHALL BE PYC PER ASTM DJ034 $DR 35 \WTH '
ELASTOWERlC JOINTS, NON-PERFORATED.
07. ALL TYPE -P- S1RUClURE BOTTOMS ~8E ROUND ~ OTHER\WSE
SPECIFIED AND SHALL HAVE 4 FT. MINIMUM DtMIElER. ... ..,
,
08. ALL CONCRETE ClJRSS,' SIDEWALKS. N.ET lOPS. Ere. SHALL BE 3000 PSt,,;
MINIMUM, UNLESS OTHER1ISE SPEClFIED..;~i(''''#~l'I'~
WAD AND SEWER SPEaflCA11ONS:
GENERAL:
01, ALL MATERIALS FURNISHED BY lHE CONTRACTOR UNDER THIS SECTION SHALL
BE NEW, HIGH GRADE AND FREE FROM DEFECTS. ALL PLASTIC PIPE AND FITTINGS
FOR WATER DISTRIBUTION SHAll BE APPROVED BY THE NSF FOR POTABLE WATER
AND BEAR THE NSF SEAL PLASTIC PIPE AND FITTINGS SHAll BE SUPPUED FROM 11'HE
SAME MANUFAClURER,
02. WHEREVER LOCAL STANDARD SPECIFICATIONS DIFFER FROM THESE,
CONTRACTOR SHALL NOTIFY ENGINEER FOR CLARIFlCA TlON. TYPICALLY THE MORE
S1RINGENT SHAll GOVERN.
03. ALL UNDERGROUND UNES SHAll BE MARKED/TAPED/PAlNTED/WIRED IN
ACCORDANCE WITH THE REQUIREMENTS OF UTlUTY COMPANIES.
04. All. NEW AND RELOCATED PROJECT COMPONENTS THAT WIll COME INTO
CONTACT WITH DRINKING WATER OR DRINKING WATER TREATMENT CHEMICALS
(EXCEPT COMPONENTS THAT WILL COME INTO CONTACT WITH RAW WATER PRIOR TO
ITS TREATMENT BY REVERSE OSMOSIS) SHALL BE IN CONFORMANCE WITH AMERICAN
NATIONAL STANDARDS INSTlTIJTE (ANSI),/NSF INTERNATIONAL (NSF) STANDARD 61.
ALSO, All DRINKING WATER TREATMENT CHEMICALS SUPPUED UNDER THIS PROJECT
EXCEPT FWORIDATlON CHEMICALS SHALL BE IN CONFORMANCE WITH ANSI,/NSF
STANDARD 60 AND ALL FLUORIDATION CHEMICALS SUPPUED UNDER THIS PROJECT
SHALL BE IN CONFORMANCE WITH ANSI AND AMERICAN WATER WORKS ASSOCIATION
STANDARD B701, B702, OR B703 AS APPUCABLE.
WAlEA DIS1RBJ11QN:
01. PIPE 4- TO 12-: PVC AWWA C900 CLASS 150 DR18 AND ASTltt 01784, WITH
INTEGRAL BElLS AND ELASTONERIC JOINTS PER ASTM 03139 WITH GASKETS PER
a~~ ~trll-1 1/2- TO 3. AND FITTINGS LESS THAN 4-: PVC ASTM 02241 CLASS 2CIlO,
SDR 21, WITH INTEGRAL BELLS AND ELASTOMERIC JOINTS PER ASTM 03139 WITH GASkETS
br A~Jk ~4~'l2- AND OVER AND FITTINGS LESS THAN 4-: PVC ASTM D2241 ANOi.ASTM
01764, SDR21, CLASS 200 WITH INTEGRAL BEllS AND ELASTOMERlC JOINTS PER AS'QII
03139 WITH GASKETS PER ASTM F477.
04. PIPE, D.I.P. (WliEN CALLED FOR): ANSI/AWWA C151/A21.51, ClASS 50 UNlESS,
OTHERWISE DESIGNATED, ANSI/AWWA C150/A21,50, WITH MECHANICAL OR PUSH ON
JOINTS PER ANSI/AWWA C111/A21.11, WITH INTERIOR UNING OF CEMENT MORTAR ANOI
ASPHALTIC MATERIAL SEAL COAT IN ACCORDANCE WITH ANSI/AWWA Cl04/A21.4 ANDI
EXTERIOR COATING PER ANSI/AWWA C151/A21.51 OF 1.0 MIL MINIMUM THICKNEss.
,05. FITTINGS 4- AND OVER: DUCTILE IRON CONFORMING TO ANSI/AWWA C110/A2t.l0,
250 PSI, WITH CEMENT MORTAR UNING CONFORMING TO ANSI/AWWA C104/A21.4.
STANDARD THICKNESS, WITH COMPRESSION TYPE JOINTS!MECHANICAL JOINTS AS
RESPECTIVELY SPECIFIED IN ASTM 03139 AND ANSI/AWWA C111/A21.11.
06. VALVES 3- TO 12-: RESlUENT SEAT GATE VALVES 250 PSI CONFORMING TO
ANSI/AWWA C509, OPENING COUNTERCLOCKWISE, WITH O-RING STBt SEAL AND
OPENING EQUAL TO OR GREATER THAN THE NOMINAL DIAMETER OF THE VALVE.
07. VALVES 2- AND SMALlER: BRONZE, WEDGE DISC, NON-RISING STEM TYPE, 150 PSI
MINIMUM WORKING PRESSURE, EQUIPPED WITH WROUGHT STEEL OR CAST IRON
OPERATING HANDWliEELS AND WITH ENDS SUITABLE FOR JOINTING TO THE PIPE
USED.
08. VALVE BOXES: ADJUSTABLE, CAST IRON, MINIMUM INTERIOR DIAMETER OF 5
INCHES WITH CO'JERS LEGIBLY CAST WITH THE INSCRIPTION -WATER- ON THE TOP,
AND WITH A HEAVY COATING OF BITIJMINOUS PAINT. BOXES SHALl BE SUITABLE FOR
THE APPUCABLE SURFACE LOADING AND VALVE SIZE. All VALVES SHALl HAVE
BOXES.
09. FIRE H'mRANTS: AWWA C502, CONFORMING TO STANDARD SPECIFICATIONS '*
THE LOCAL JURISDICTION AND UTlUTY COMPANY WHERE DIFFERENT.
10. BACKFlOW PREVENTION DEVICES: CONFORM TO STANDARDS OF THE
APPUCABLE UTlUTY COMPANY.
11. DOUBlE DETECTOR CHECK (DOC) AND DOUBLE CHEa< (DC) VALVE: CONFORM TO
A.S.S.E. STANDARD 1015 AND AWWA C506. APPROVED EQUAL TO WAllS 708 SERIES.
DEVICES TO INCLUDE 05aeY GAlE VALVES AT BOTH ENDS AND EPOXY COATED
STRAINER. ALL CAST/DUCTlLE IRON PARTS TO BE EPOXY COATED. DOC TO INCLUDE
MElER BYPASS WITH DOUBLE CHECK VALVE (ALSO CONFORMING TO THIS SPEC).
12. REDUCED PRESSURE BACKFLOW PREVENTION DEVICES: CONFORM TO A.S.S.E.
STANDARD 1015 AND AWWA C508. APPROVED EQUAL TO HERSEY MODEL e cw.
DEVICES TO INCLUDE 05aeY GATE VALVES AT BOTH ENDS AND EPOXY COATED
STRAINER. All CAST/DUCTlLE IRON PARTS TO BE EPOXY COATED.
WAlER "., SEIER NOlES:
01. GENERAL NOTES SHOWN ON DRAWING 2 APPLY TO WATER AND SEWER WORK.
02. CONTRACTOR SHAll. COORDlNA lE WITH WINTER SPRINGS FOR CONSTRUCTION
OF THE WATER SYSTEM. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
SPECIFICA liONS AND REQUIREMENTS OF WINTER SPRINGS AND WIll BE SUBJECT TO
THEIR INSPECTION AND ACCEPTANCE.
03. IN WINTER SPRINGS, ALL UTlUTlES CONSTRUCTION CONNECTING TO THE
WINTER SPRINGS PUBUC UTlUTlES SYSTEM SHALL CONFORM TO WINTER SPRINGS
STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN
CONSTRUCTION.
04. CONTRACTOR SHAlL COORDINATE WORK, SPECIFICALLY, BUT NOT UMITED TO,
CONNECTIONS TO EXISTING MAINS OR STRUCTIJRES AND SYSlEM TESTING WITH THE
APPUCABLE UTlUTY COMPANIES,
05. THE CONTRACTOR SHALL NOTIFY THE WINTER SPRINGS
PUBLIC UTlUTlES CONSTRUCTION DEPARTMENT -48 HOURS PRIOR TO ANY UTlUTlES
CONSTRUCTION - PHONE 1327-2669.
06. CONTRACTOR SHALL PROVIDE WATER MAIN DISINFECTION IN ACCORDANCE WITH
AWWA C651, HYDROSTATIC PRESSURE AND LEAKAGE TESTING IN ACCORDANCE WITH
AWWA C600 OR M23 AS APPUCABLE. AND BACTERIOLOGICAL TEST REPORTS, ALL IN
ACCORDAl'tCE WITH PROJECT SPECIflCATlONS. FDEP PERMIT CONDITIONS. AND
AWWA STANDARDS.
07. CONTRACTOR SHALL PROVIDE FORCE MAIN PRESSURE TESTING IN ACCORDANCE
WITH PROJECT SPECIFICATIONS AND UTlUTY COMPANY REQUIREMENTS.
08. CONTRACTOR SHALL COORDINATE ALL WATER SYSTEM TEST SCHEDUUNG TO
AllOW ENGINEER'S ATTENDANCE AND PROVIDE FIVE (5) WORKING DAYS NOTICE OF
WATER AND SEWER TESTS. CONTRACTOR'S FAILURE TO PROPERLY NOTIFY
ENGINEER MAY RESULT IN RETESTING AT ENGINEER'S OPTION AND AT CONTRACTOR'S
EXPENSE.
09. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION OF PAYMENT
FOR ANY PORTION OF THE WATER PIPE WORK WliICH HAS NOT BEEN TESTED
(OBSERVED BY ENGINEER) AND REPORTED TO CONFORM TO PROJECT
SPECIFICATIONS.
10. SITE CONTRACTOR SHAll COORD/NATE AND VERIFY All UTlUTY SERVICES WITH
FINAL ARCHITECTURAL DRAWINGS AND BUILDING CONTRACTOR.
.
11. SEPARATION REQUIREMENTS (OUTSIDE PIPE TO OUTSIDE PIPE) AND SPECIAL
TREATMENT. MAINTAIN HORIZONTAL AND VERTICAL SEPARATIONS AS STATED.
WHERE SEPARATION CAN NOT BE MAINTAINED, THE STIPULATED PIPE SHALL BE
UPGRADED TO SDR26 PVC PIPE CENTERED AT THE POINT OF
CROSSING AND CONTINUING UNTIL SEPARATION IS ESTABUSHED, BUT NOT LESS THAN
10 FT. EITHER SIDE OF THE CROSSING.
TREATED WASTEWATER EFflUENT rREUSE-) MEANS TREATED TO PUBUC ACCESS
STANDARDS.
HORIZONTAL.:
10 FT. SEPARATION FOR WATER MAIN FROM RAW SANITARY GRAVITY OR FORCE MAIN -
UPGRADE SANITARY.
10 FT. SEPARATION FOR WATER MAIN FROM STORM DRAIN - UPGRADE WATER.
3 FEET SEPARATION (OR 5 FEET CENTERUNE TO CENTERUNE IF GREATER) FOR
REUSE FROM RAW SANITARY GRAVITY OR FORCE MAIN, STORM DRAIN, OR WATER
MAIN - UPGRADE REUSE UNf.
VERTICAL:
WATER MAIN OVER SANITARY GRAVITY OR FORCE MAIN OR REUSE MAIN WITH LESS
THAN 18 INCHES VERTICAL SEPARATION - UPGRADE 5EWER MAIN.
WATER MAIN UNDER SANITARY GRAVITY OR FORCE MAIN OR REUSE MAIN - UPGRADE
SANITARY.
PVC UTlUTY UNE OVER OR UNDER ANY UTlUTY OR STORM DRAIN WITH LESS THAN 16
INCHES CLEARANCE - UPGRADE PVC UTlUTY UNE(S).
12. WATER, SEWER, AND REUSE PIPES SHALL HAVE A MINIMUM COVER OF 3 FEET TO
TOP OF PIPE, UNLESS OTHERWISE SPECIFIED,
13. IN WINTER SPRINGS WATER MAIN CONNECTION SHAll BE MADE UNDER THE
SUPERVISION OF WINTER SPRINGS WATER. SEWER DEPT. All VALVES SHAll BE
OPERATED BY WINTER SPRINGS UTlUTlES PERSONNEL ONLY. WATER MAINS
ARE TO BE DISINFECTED PER ANSI/AWWA C651-92 AND WINTER SPRINGS
UTlUTlES STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN
CONSTRUCTION.
14. CONTRACTOR SHALL VERIFY SIZE AND TYPE OF EXISTING MAIN PRIOR TO
ORDERING TAPPING MATERIALS FOR TIE-INS.
15. CONTRACTOR SHALL MAINTAIN A SET OF RECORD DRAWINGS MARKED UP WITH
HORIZONTAL AND VERTICAl AS-BUtl.T INFORMATION ON LOCATION OF WATER MAINS,
FlT11NGS, AND WATER SERVICES LOCATED FROM CENTERUNE OF NEAREST FIRE
HYDRANT OR NEAREST MANHOLE.
16. CONCRElE CURBS SHALL BE CHISELED OR IMPRINTED TO SHOW LOCATIONS OF
WA lER AND SE\\t:R SERVICE UNES/LA TERALS. MARKING SHALL CONFORM WITH
LOCAL STANDARDS. WliERE NO STANDARDS EXIST, USE -VI' FOR WATER, -S. FOR
SANITARY. AND -R- FOR REUSE AS APPUCABLE.
17. SITE UllUTY WORK SHAll TERMINATE 5 FEET FROM BUILDINGS UNLESS
OTHERWISE STATED.
18. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN CENTERUNES
OF MANHOLE STRUCTURES.
'','ri~
.~;~hW!!.;;.ATER M~~~P~~~ B,~~~gYB~~~~~OR.
WATER .. .~. BE.... . INSTALLED BY DEVELOPER/WINTER SPRINGS.
=~~~':;'~CON1R'CT'"
20. FIRE HYDRANTS WHI~H k'i.l~y. SHO'Mll ON OR NEAR LOT UNES AND
NOT OTHERWISE LOCATED BY STATlONING.~"T Illil'G:!iHAll. BE CENTERED
ON THE LOT UNE (REFER TO DETAIL). . .'lijiil"!'j~%'!P'iii'+';'ii" ,
21. CONTRACTOR SHALL NOT ACTIVATE WATER SERVICE UNTIL THE F'OEPHAS
CLEARED THE SYSTEM FOR USE AND THE CLEARANCE LETTER HAS BEEN RECEIVED
BY THE OWNER.
23. EXISTING WATER MAINS SHALL BE PROTECTED FROM CONTAMINATION DURING
FlWNG, FlUSHING, AND TESTING OF NEW UNES IN ACCORDANCE WITH THE
APPUCABLE PROVISIONS OF AWWA C651-92, SEE JUMPER DETAIL
24. NEW PIPES SHALL BE CONNECTED TO EXISTING PIPES AT AN EXISTING FACTORY
MADE JOINT, REMO~ PARllAL PIPES IF AND AS NEEDED.
25. PHASING: ALL WATER MAINS SHALL END WITH GATE VALVE AND BLOW-OFF.
ep5379
'1'DFCRARY .uFER NOTES:
01. A l'EMPORARY JUMPER CONNECllON IS REQUlRm AT All. CONNECTIONS
BETWEEN EXISTING ACTIVE WA 1ER MAINS AND PROPOSED WATER MAIN IMPROVEMENTS.
(IDIPORARY.AJMPER CONNECTION DETAIL LOCATED ON SHEET 11)
02. THE DETAIL IS TO BE USED FOR: FU.lNG ANY NEW WATER MAIN,
REGARDLESS OF SIZE, FROM EXISTING AClIVE WATER WAINS; FLUSHING OF NEW
WAINS UP TO 8- DIAMETER (2.5 FPS MINIMUM VELOCITY); PUWNG BACTERIOLOGICAL
SAMPlES FROM ANY NEW WATER MAIN.
THE IDIPORARY JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FlWNG,
FLUSHING, TESTING, AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFUllY
COMPLE1ED AND CLEARANCE FOR USE FROM THE FlORIDA DEPARTMENT OF
EN\1RONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAS BEEN
RECEIVED. THE TBtPORARY JUMPER CONNECTION SHALL ALSO BE USED TO
MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW WATER MAINS CONTINUOUSLY
AFTER DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED.
ADEQUATE THRUST BLOCKING AND/OR RESTRAINT SHALL BE PROVIDED
IDIPORARI.. Y, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW
MAIN TO THE EXISTING MAIN SHALl BE DISINFECTED PRIOR TO INSTALLATION IN
ACCORDANCE WITH AWWA C651, 1992 EDITION. TAPPING SLEEVES AND THE
EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR
SWABBING PER SECTION II OF AWWA C651-92.
03. FLUSHING Of' 10- DIAMETER AND LARGER WATER MAINS MAYBE ACCOt.fPUSHED
THROUGH THE TIE-IN VALVE UNDER CONTROLLED AND SUPERVISED CONDITIONS.
THE FOLlOMNG PROCEDURES SHAll BE FOlLOWED:
A. THE TIE-IN VAL~S SHALL BE OPERATED AND PRESSURE TESTED IN THE
PRESENCE OF THE UTlUTY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS
PRIOR TO TIE-IN. VALVES WliICH ARE NOT WATERTIGHT SHALl BE REPLACED OR A
NEW VALVE INSTAlLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE.
S. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS
DETAILED. THE TEMPORARY JUMPER CONNECTION SHALL BE UTIlJZED TO FIll THE
NEW WATER MAIN AND FOR PROVIDING WA 1ER FOR THE BACTERIOLOGICAL
SAMPUNG OF THE NEW MAIN AS REQURED BY THE FDEP PERMIT.
- FLUSHING SHAlL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE
EXlS11NG WA 1ER MAINS.
- ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO
OPENING THE liE-IN VALVE.
- PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT. THE
PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 3~ PSI.
- TIE-IN VALVE SHALL BE OPENED A FEW TIJRNS ONLY ENSURING A PRESSURE
DROP ACROSS THE VALVE IS ALWAYS GREATER THAN 10 PSI.
EXlS'nNG
- -150- -
- 15"RCP - -
.
... ... -. -
.
.
-C]
.........-
~~..~...
--100-
,tP~
Ff'90,00
N/A
....-
~
.
.
--^--'^--
v V
N/A
-x-lC""""-
OHW EL 100
N/A
N/A
SMA-5
- -8W--
RECORD DRAWING CER11F1CA11ON FOR PHASE
CONTRACTOR HEREBY CERnFlES THAT THIS DRAWING HAS BEEN
MOOlFlED TO SHOW AlL CHANGES TO THE ORIGINAL CONSTRucnON
DRA ~GS AND ACCURA m Y REPRESENTS THE FINISHED CONSTRucnON
BASED ON INFORMAnON FURNISHED TO DONALD W. McINTOSH
ASSOCIATES, INC, ON
CONTRACTOR:
BY:
NOTES:
DATE:
C. THE TIE-IN VALVE SHAll BE LOCKED CLOSED BY THE UTlUTY COMPANY UNTIL
FLUSHING BEGINS.
D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN.
THE PROCEDURE SHALL BE DIRECTED BY THE UTlUTY COMPANY AND OBSERVED BY
THE ENGINEER.
E. AFTER FLUSHING, THE TIE-IN VALVE SHAlL BE CLOSED AND LOCKED IN THE
ClOSED POSITION BY THE UTlUTY COMPANY,
04. THE CONTRACTOR SHAll PROVIDE DOCUMENTATION DEMONSTRATING THAT THE
DOUBlE CHECK BACKFLOW PRE~NTlON DEVICE HAS BEEN TESTED IN ACCORDANCE
WITH APPUCABLE AWWA REGULATIONS AND IS IN GOOD WORKING ORDER AT THE
TIME OF INSTALLATION.
05. EXCEPT AS REQUIRED TO FLUSH UNES GREATER THAN 8- IN DIAMETER, THE TlE-
IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY
THE UTlUTY COMPANY. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE
NEW SYSTEM HAS BEEN CLEARED FOR USE BY FOEP AND All OTHER REGULA TORY
AGENCIES.
06. UPON REeElPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER
REGULATORY AGENCIES, THE CONTRACTOR SHAlL REMOVE THE TBtPORARY
JUMPER CONNECTION. ALL CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED
WITH 2- BRASS PLUGS.
07. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER
CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, VALVE.
ETC. SHAll BE THE RESPON5IBIUTY OF THE CONTRACTOR.
DEVELOPMENT DATA:
RECORD DRAWING CER11F1CA11ON FOR PHASE
THIS "RECORD DRAWING" IS BASED ON INFORM AnON RECB\IEO FROM THE
CONTRACTOR ON AS TO LOCAnON AND DETAILS OF
THE FAaunES ACTUAllY CONSTRUCTED, THE ENGINEER HAS NOT PRO\1OED
DETAILED OR CONnNUOUS OBSERVAllON OF ON-SITE CONSTRucnON NOR MADE
MEASUREMENTS, BUT HAS MADE PERIODIC VISUAl OBSERVAnONS AND HAS
OBSERVED THAT THE READILY VISIBLE FAClunES HAVE BEEN REASONABLY
INSTAllED IN ACCORDANCE WIlli THIS DRAWING, LOT GRADING IS THE
RESPONSIBILITY OF THE BUILDER AND IS NOT INCLUDED IN THIS CERnFlCAnON,
DONALD W, MclNTOSH ASSOCI A TES. INC,
BY:
NOTES:
DATE:
NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED _1t.IMI1lJl.JM
Total Land Area:
Zoning:
Proposed Uses:
RESIDENTIAL DATA:
1) Building SetbocksjBuffers:
Front: 20'
Side: 5'
Rear: 20'
Street Side: 15'
Abutting PUD Boundary. 35'
aulldlng setback line (BSt.) from mean high water: 100' (exclUding recreational uses)
Buffer from mean high water: SO' (excldlng recreational uses)
BSL/buffer from limits of wetlands: 25'
Setback for pools from rear property line: 10'
2) Landscope Buffers:
10' Along east and west property lines as shown on sheet 4
10' Abutting Tracts C-1 and D (C-l and Professional Office uses)
15' Abutting CSX R/R ROW
20' Abutting Boulevard 'A'
145.0 Acres
"Ixed Use Planned Unit Development (PUD)
Residential, Commercial/Office
3) Maximum residential impervious surface ratio per
lots for principal and accessory buildings:
4) Maximum residential building height:
5) Minimum residential floor area:
(For a 2 story residence, the first floor shall not be
less than 900 8. f.)
60"
2 stories (35')
1,200 s. f.
SPECIAL NOTES
1) If the development Is to request or requlr.e signalization at the Intersection of
State Rood 434 the equipment must Include the Optl-Com Traffic Control
Preemp\ion System, This system shall have the ablility the preempt in 011 four
directions. Intersection signalization will be undertaken by others consistent with
conditions of the existing Winding HoIlow/Eagle Ridge development agreement.
2) No land clearing burning shall be permitted. The developer shall be responsible
for the proper disposal of such materials.
UnUTlES
1) Sanitary sewer to be provtded by the City of Winter Springs.
2) Potable water to be provided by the City of Winter Springs.
3) Fire protection to be provtded by the City of Winter Springs.
4) Electric power service to be provided by Florida Power Corporation.
5) Telephone snee to be provtded by Southern Bell,
6) Cable TV to be provtded by TIme Warner Cable.
NOTE:
CONTRACTOR TO REMOVE / CRUSH DRAIN TILE IN ACCORDANCE
WITH GEOTECHNICAL RECOMMENDATIONS.
LEGEND
ITEM (SlRUCTURE DESlGNA l1ON)
DRAINAGE UNE Ie SIZE
DRAINAGE UNE CAlL-OUT
DlTai BOTTOM INLET (1-1)
CURB INLET (1-2)
DRAINAGE MANHOlE (DM-J)
CONlROl SlRUCTURE (CS-4)
MITERED END SECllON (MES-~)
SURFACE DRAINAGE D1RECllON
SWALE
CONTOUR ElEVAllON
SPOT GRADE ElEVAllON
FINISH flOOR ElEVAllON
LOT GRADING TVPE
SlOPE (HORIZ: VERT)
BENatMARK
SOIL BORING
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THE WELLS SHOWN HEREON ARE THE WELLS LOCATED TO DATE AND DO NOT
NECESSARILY REPRESENT ALL WELLS ON THE PROPERTY. THE ENGINEER SHALL
BE NOTIFIED OF ANY WELLS ENCOUNTERED DURING CONSTRUCTION. ALL WELLS
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L "'~-':'o_ LE .. r;; -",.c=~ -.25.a-2S.5- ,,>.;l~ 25.J._25.CL _25.lL,' 2fU_.2.. .?",i/OL'~ .... BRICK WAll ~ _
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~Ij~ ~= i Q::. ~ J I \~ ~ . -_ _~FICK WALL/ TI \ '\.-- ----:- -- 6-. [ STATE ROAIJ-434-'-'-lt".'_""h'..16;"WALL-fR'f\(::f.'t~~TD~--ABANb'c ~TEI)-.cSX'Rllf/'--------"'-
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/ r CITY OF----- ~I~ -S~I OLE-COUNTY- - ~D~~~'M;a;;~ 21i ~ - - - - CiTY- OF WINTER SPRINGS - - - - -
I f WINTER SPRINGS CI~ ZONED A-1 SiNV/:.'H19.88 NOPiPr:Si~i!.)^!Df.RWATrR) 70NFrJ C-?
LAKE JESUP
Vi/'\ TEl? E-:_E.'\/ ..? J (>" I/J i3 /96)
100YR FLOOD ELEV. 10.0'(PER FEMA)
ORDINARY HIGH WATER ELEV. 2.8
r-Ir\{ nAND L !Nf AS
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I DI:.NNIS ANi) A,%OC ANu
APPROVED Br THe ST. JOHNS
_ RIVER WATER I.4AN,4GEliIiNT DISTRICT
MINIMUM BUILDING SETBACK UNE
FROM MEAN HIGH WATER ELEVATION
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CUT AREA
FILL AREA
CUT IFILL TO BE DETERMINED
A T TIME OF DESIGN
CONSERVATION AREA (NO EARTHWORK)
AREA TO REMAIN UNDISTURBED
1) All gated communities in the City of Winter Springs shall install on each
access gate into the community an E. V.A.C (Emergency Vehicle Access
Control) system. The E. V.A.C system shall be installed and maintained at
the communities expense for the purpose of public safety admittance into
their development. The E. V.A.C system shall be in addition. and separate.
from the gate opening system that is provided for the residents. The
installation of the E. V.A.C. system shall be done with a vendor of the
communities choice.
2) Each community shall also install at each access gate a keypad code
entrance device. The keypad entrance code must be supplied to the Fire
Department in writing upon installation, and written notice must be made
when any changes are made to the code.
3) It shall be a requirement in. the design of any gate that. in the event of a
power failure to the gate, that all gates automatically go to the fully opened
position.
4) Entrance and exit gates must allow a minimum of twelve (12) feet of roadway
clearance when in the open position.
5) New communities must come into compliance with this requirement before
any Certificates of Occupancy for that community will be issued by the City.
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1 2O'COWWERCIAL LOTS SHALL NOT BE I I I . CDIf'1~~1b1E IB- ........ ........ I EXTENSION PATH v" \
I ".1 I EXTENDED TO PROW)[ SER'I1CE WllffoU : 294 P' 312 ........ ~ \ \
: II )-,t FDEP APPROVAL. I I : 295 296 297 298 299 1300 301 302 303 304 305 306 307 308 309 310 311 ''f;' ~ I . ) )
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12" 2-
I. . I . 1 . I I 9-1 '''-3-' I
SECTION E-E SECl10N F-F SECl10N G-G
.
C'\I
DITCH INSTALJ.ATIONS AT DRAlNJGE STIfJCTURES
Curb " Gutter
DNmI8= DNm
DETAIL OF CURB
TRANSITION AT INLET
NTS
Curb & Gutter
PARTIAL INLET
COMPLETED INLET
DITCH OOTTOM INLET
Anchor 801l1li Wfth 2 - fit x fit x of'Stat. Per &lie.
'J
. -:'
"~'."1
PROTECTION AROUND INLETS
;4 i~. .,~}5D' Ql c.rter, ( TjIp. I
M "-'III <<
12' I~
OR SIMILAR STRUCTURES
---<II
PLAN IJloee $off I'1<<1II1I . _
_r "". "lilt IIhtI UpIJIt ~ Nt/tfJ
~ . r. ., _ ~II1n' TIte/Jp,tr_ Upo Of_.
,..,_.
FfI 5qIo
24"
_,_"IIItz-r.r.., PLAN
_,." 8I/e, ~~ f,,*
~FfI'-'
ELEVATION
7D /If USED AT SEu:r:Tm $/TES _ THE NA.11IIW.
__~Tf1IIIIIIIJTHE~OF~
ELEVA TlON
7D BE IJSED AT SElLCTfD $/TES .Hf1fE THE MA7lIIAL
lIlWlIIMl ~ Tf1III1111J THE ~ OF Surf
Y1=t 7'"
~ ~ l
"}~
~[f\G
BARRIERS FOR FIll.
SLOPES
~ :M~~~_~
Shtwfl And LkJMt1
PLAN CrIttIpaafed /IJong Upllfr_
Edge ()f &tI.,
MIAMI CURB
NTS
~T"" A DT 8 F...
Not", Boles to be stoked at the
dIrectIon of the Engineer.
lDose So" Placed By Shovel And
LIghtly COfTJ)OCted Along U/J6trtJfJm
FOCfJ Of BoI..
MchDr fJtJI. """, 2 - 2' II 2' II 'I'
Stot.p.r~ _RtlfI ~
~~~.. t:-f'''fn,~ed
ElEVATION
SplJof/l(/l &tI. btlrrf.,. for pINed dftohtitl eItDuId be ~ In lJCOOrtk1nce wf",
Chort I. ShfIftt I t1f 3. Index No. /OS!
BAlES BJCKED 8f FENCE
BARRIER FOR PAVED aTCH
"
WOV&1 Filter Fabric In Abs~e Of
EstablIshed Gross (Approx. 12' x 12').
Secure Edges &- Entrenching And
Extend Under Bogs and Boles. FabrIc
Shall It/eet The Requl r_ts Of
Section 985 Of The Standard I
SpecifIcatIons. Cost Of FabrIc ~o Be I
Included In The Contract Unit PrIce
For Boled Hay Or Str(/((. TN.
~----l
I
I
5' It/ln.
R/.W
I ·
~
PLAN
SO'
l./Jose So" PlOOfId By St/(NeI And Ughtly
Compacted Along The UpstrtJtJm Edge
Of Boles.
-,-
25'
25"'
PLAN
. .
I
8'
2'
4'
SIDEWALK
10'
10'
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15' TYPj I' It/ln. ~ed
l'
2"
Std.
2"
8'
PGl
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.
MIAMI CURB
2"
Anchor Lower BoI. With 2 - fit x fit x of' Stokes Per &lie.
Anchor Top BoI. To wer BoI. WIth 2 - f! x f! x of' Stak. Per Bole.
Anchor BoI. With 2 - fit x fit x of' Stoic. Per Bole
ELEVA TlON ELEVA TlON
. ApplIcation ond SpacIng: The use of Types I ,,][ bole borrlerll IIhtJuId be /lmltttd to the
oondltl_ outlIned In Chart I. Sheet I of J, Index No. 102
CUT
-U.
1- WIN. ASPHALl1C CONCRETE SURFACE COURSE (TYPE 5-3)
8- WIN. SOIL CEMENT (MIN. 7 DAY COMPRESSIVE STRENGTH OF 300 PSI).
COWPACl1ON DENSITY REQlREWENTS - sa AASHTO T-'180
8- WIN. STABIUZED SUBGRADE (FaV 75) ,
. SOIL CEMENT 300-PSI BREAK STRENGTH SHALL BE A
FIELD BREAK SlRENGTH
TYPE 1l TYPE I
BARRIER FOR UNPAVED DlrCHES
BALED HAY OR STRAW BARRIER
AND SILT FENCES
INDEX 102
2 of J
INlERNAL STREETS
2 LANE UNDIVIDED ROAD SECTION
Post Options: Wood 2'" Min. 0
Wood 2' x 4"
Oak 1.f"xll"
Steel 1.33 Lbs/Ft. Min
I Optional Post posifions~....
~ Prlnalple Post PositIon
, FlIt.r FabrIc (In 8, (Canted ZO' Toward Flow)
Conformance With t:~'
Sec. 9B5 FOOT Spec.) ~
Filter FabrIc
I
6' Max.
i
~ ~
i-') ~
~
L..J
SECTION
ELEVATION
Note, Slit Fe~ to be pold for UlldtJr the OOIIfrr1t1I unit price for Stoked Slit Fe~ (LF).
, ....~ ~:~:.> ......
TYPE III SILT FENCE
Type III Slit Fence Protection
Arouoo DItch Boffom Inlets.
S1ft Flow
.. fllfl'
s\l'
Non. Spoolng for Type III F.~ to be In
_ dcJIlC>> wffh ChtJrt I. Shnt I t1f J
and dlfoh IMlvIIafI_ at drr11fK1ge
sfrvoflJru Shellt 2 t1f 3.
Type 1Il Slit Fence
.... ;lor.
Ty~ III SfIf Fence
0::
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Do not deploy In 0 manner that slit fences will act os 0 dam across ~rman.nt flowIng
waferoourses. Slit fences are to be used at uplooo loooflons 000 turbIdIty barrIers
used at permanent bodIes of water.
SILT FENCE APPUCATIONS
BALED HAY OR STRAW BARRIER
AND SILT FENCES
INDEX 102
J of J
LOT GRADING TYPE A
ALL DRAINAGE TO STREET
LOT GRADING TYPE B
DRAINAGE BOTH TO SlREET Ie TO REAR LOT LINE
NOTE: ALL LOTS SHALL HAVE A MINIMUM
LOT LINE SLOPE OF 1.5"-
NOTE:
THESE DETAILS ARE AUTHORIZED RE-GENERATlONS OF DETAILS
FROM THE "FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS"
DA TED JANUARY 1994. THEY ARE INTENDED TO BE IDENTICAL
TO THEM. CONTRACTOR SHALL ADVISE ENGINEER OF DIFFERENCES
OBSERVED BY OR KNOWN TO HIM. SEE SUPPLEMENTAL ORA WINGS
CONTAINED WITHIN THE INDEXES THAT ARE NOT SHOWN HEREIN.
LOT GRADING TYPE
NTS
R/W
. I
. I
.
4'
SIDEWALK I
.
,
.A.
RECORD DRAYI1NG CERl1FICAllON FOR PHASE
CONTRACTOR HEREBY CERTlFlES 'iliA T nilS DRAWING HAS BEEN
MODIFIED TO SHOW ALL CHANGES TO niE ORIGINAL CONSTRUCllON
ORA~GS AND ACCURA lEL Y REPRESENTS niE FINISHED CONSTRUCllON
BASED ON INFORMAllON FURNISHED TO DONALD W, McINTOSH
ASSOClAlES, INC, ON
CONTRACTOR:
BY:
NOlES:
DAlE:
FILL FROM ADJACENT
DEVELOP~ENT
UPLAND BUFFER
RECORD DRAWING CERllF1CATION FOR PHASE
nilS "RECORD DRAWING- IS BASED ON INFORMAllON RECEJ\IED f'RON niE
CONTRACTOR ON AS TO LOCAllON AND DETAILS OF
niE F AClUllES ACTUALLY CONSTRUClED, niE ENGINEER HAS NOT PROVIDED
DETAUD OR CONllNUOUS OBSERVATION OF ON-SllE CONSTRUCTION NOR MADE
MEASUREMENTS, BUT HAS MADE PERIODIC VISUAl OBSERVAllONS AND HAS
OBSERVED niAT niE READILY VISIBLE FAClUllES HAVE BEEN REASONABlY
INSTALLED IN ACCORDANCE Wlni nilS ORAWlNG, LOT GRADING IS niE
RESPONSlBIUTY OF niE BUILDER AND IS NOT INCLUDED IN nitS CERTIFlCA noN.
DONALD W, MclNTOSH ASSOCIA lES, INC,
~ ~m
NOTES:
NOT A RECORD DRAWING UNLESS nilS BLOCK IS COMPLElEO
_r.-
(I WHERE GRAPHICALLY SHOWN ON
BUFFER UNE - INSTALL HAYBALE/S1LT
SCREEN AT TOE OF PROPOSED ALL SlOPE.
I REPLACE AS NECESSARY SEE NOTES AND
SPECIFlCAllONS ON DRAWINGS.
EROSION CONTROl.
NTS
" :~~TO~"JGES ~~:/8'~ADI~S" ;." . ,"
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CONTRACTION JOINT
(N, T,S,)
LOCATE AT 4' INTERVALS IN SIDEWALK
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TOOL JOINT (TYP,)
1
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2500 PSI COMPRESSIVE STRENGTH CONCRETE
EXPANSION JOINT
(N, T.5,)
LOCATE AT 20' INTERVALS IN SIDEWALK
r.~r
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SIDEWALK SHALL BE CONSTRUCTED WITH MINIMUM
. 6" THICK 0 FEE SIMPLE ACCESS
"
TYPICAL SIDEWALK DETAIL
NTS
rEXISl1NG
GRADE
------------
FILL
CONCREl[ SIDEWALK
LOT GRADING TYPE C
ALL [)RAWAG[ TO REAR LOT UNE
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1lO1E:M..__ClnIl'..._...._
SlRUCTURE BOTTOM FOR INlETS TYPE C. D . E
INLETS
SEC1lClN
TYPE E
--....-
~::: ==== ~
llj
SEC1lClN
TYPE H
--....-
r~ __... ...
H' "";:.'iY ~
GENERAL NOlES
1. __....... ..... .. ........ ... ........... _ ... .. .. .. ... . ......
- - - -")1M. __ - _ "" - ""..._
..-..)IM.~_--
2. ...... ..... .. ...... .... .... .. ......... ..... ..... ... ...... II .
---..--- -----
... - .... " -- ......... .. ........... ... .... ............ ...
___..____.-~H. __.._
al .... .. ..... .. _ ..... .. .....
&_--...-...----..---
_..._...____ __no.___-
_______-....._ -_no.
.... ...... .., ... .... __ II .... .. __L_~.... ...-.............
----......-..........-..--
... - - - _.... -...... --.- -..
- -- ... ....- -
4. __...___"'_......._....._
-----"'... .
........-..._..--.-_ r.
..-.------...-----....
__"'.....,.... ""...........___ Cool._
-..-...-"'- ---"'-.
7.___.._---...."'.-_
- - - ... - '" - -.... .... ... ~....... - -
T..ll.1l' -11Z JI.II
l'lPE [
....... .... .. lA
_i~ r 1ro
,~
~
I ~I.r
~I ,.... I
l'lPE H
....... ....... 711 lA
IRON
GRAlES
I r-4' I
ia
.. :::';.1.."': =: it - ... - .. ...... - ... .... '" - -
.. ,. ..........". ..... _ ...... ... 101.
14'-
..-...
--...
I
I
DITCH BOTTOM INLETS
TYPES C, D, E Ie H
INDEX 232
1 of 4
l'lPE C
__r~
;;;?r-"'.~
-....-....
l'lPE D l'lPE [
--... --rI
~r-""" =.r"'"
_....lIIlUIL _............lA
_ _ _,....... CIIl _ _ _ _ _ CIIl _ _..,... _10""""-'
STEEl GRAlES
l'lPE H
--rJ.
=.~.c It:~
ITPAOr.__1
2_....A ! l
.11' 0. C.
"'1*] liD. .... .... A
C- _ .\-A)
l J
~, r.-
.... A c:;..,T'I At 411' I
#5HOopIlclr
#4"-1ar
J
--
.... A Short WI,
C---
l
2 A_ lien .
~~~~
I:tiI; lilt li ~ =,~~
If:~ J
~-
2 lien A
.~
10' Dr'~
' " Sh_ K.y
~I OptlonGl Sh_ !<ell. I F! ~
..L:1 1_
~! ~1~Bot:om Sl~ R....,:., ~r AT BOTTOM SLAB
~~-~'
P_ .....C-- A-
~ TOP SLAB REN'ORCINO SlEEL DIAGRAM
~.:l"i
)1... eo:..
'I J i };- r===~
Jb r_' ~. -' ~oJ:: i
U j: V' '\i !,c..~'.
:f ~I 1\ J~ ~ J
~;,-
~.1tf
-J .". .... ,....., '-.... ·
I AL lEANATE A
~A-A
l .J. . HOTE: __ lit. NIdI dIGmeter of a __d etructure 10
i ~ not more titan 1'-e' ...... titan the _.... In
lit. ... or top lIob, lit. top of lit. ,tructure
or r_ ""oM be conelnlcted occord1n9 to the
'SpecIaI Top Slob' detal, on lItlo ohMl
l;
1. ___..~___(AIl.Al_r~
=:~~:.:. ~ ~..:..::rlor~-
2. _..__ <-~-..__..
...............-.-.-- --
:::="'.- <_ .1_" _.._
I. ...____"'.___._...._
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· UT.II. f.!\.~ -.. - - -.. -- --
-..-.. ---.....-
4. ::.~'='==.~_":,~--..
_ _....... UUl. Cl-47lI (_ 00II __
_........_----_...=...--
~~ "':"_-=-=:=..-. lor...
.. ..___UT.II.MlI. _10....__
---.-
1 Tp A Or.__
Top Slob Rllnform~ I Suppl_ental Bar A Or B
g;J-
~~ J \ -1 AT TOP SlAB
~l :tianal :- :;:zJ.li' -- ~ ~
Wall Rftlforcln K.y
10' Dro Z- NOTE: Varkltlon. In 111_ MY c1lmen8lona
wll be ,*",Ittecl Illb jIct to the
Z- Engln_'. approwl,
=L~~
'RlP SLAB REJNF'ORClNG S1m. DIAGRAM
~
! J
I ~ if: ~
Jib'" ~S
j f J'-8' CT~'r\ 1fl:--=!-:- ~1 Jl
I 1....1Ien '\ -D\-!: ~ --, Jl d
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I ~. ~ _......\ ~"IGl - H4lntorolntl i i
! II! (...liOt-:J 1- T_) ~ I
J f .... A./ ........,!!. ~
ALTERNATE B
IIC1IClII ...
~ ~ HOlE: PI'01IcIe extra reinforcing each olcIe of each _Ing
d at 3. maximum ...-. equal to half the area of ..ucal
relnforcm..t rem_ b, the op...... and pnMcIe tIl.
eoone area of relnforcm..t abo.. each _.... at 3'
maximum opocfng .. ........... b, the opIIllnQ,
\
SLAB TO WAU. DETAILS FOR PRECAST Al TERNA 1E W1lH 8- WAlLS
...-/14 1Iee . 12" o.C,
1\ /1 ~
~f':'=:t
11-'4 l10e . 12" 0,<:' Rotat.,. Ben M Requ....
'(See Sectlon) .-T~ MdIta1n e-
Ms P~ .-C- .-
If....foroement 1 ~-
~~~'f
-
WoI Relnfordng
IEC1IClN c-c
SPECAL TOP SLAB-
IIJIIIW. Il<J1II
.. -----..----
__I, I.;J, 4..... "_10, oM~_"___
___....._..___ 0lil.._
__"_"_~___'-7"".
::.:::-----.....-..--
10. 1llo____~__----
=.. -u: ~.:=..-: ;:'7.:"'..:='1:".."'::- r. -::.. ~
__"All. .____..__2-fII-.r&
7. :=r:: ~ ~...~ ~...:...--=. ~...~..: =-
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.. = ~ "'::. -1,.-,...... - ........
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II, __-,;-.::-:__--....._._
- = = _ .::=......":.:'..::r:'.:: =~~
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---. _ _ ..... . ... - .
.. .;.;r.::..~~~~~
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, .~-..'./.
DIIlENSIClNS NfD
w
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G
:II'
-
~
;:
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t:
t;;;~~
t;
Ii
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....
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t:
14. :::.-=-..:~... _... _... _ _ '" ~
STRUCTURE BOTTOMS
TYPE J AND P
INDEX 200
1 of 2
QUAHlll1ES
--- .
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.... ;. :::
. ...__Ilo,.I,
..._I...,..r__
-
N
~
~
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010.40 0 10.10' _..-. _ _.. 12' _... IonIII
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CROSS DRAIN
MITERED END SECllON
..au: AND ....1PLE ROUND CClNCIlE1t PI'E
HOlE: See _ e tor detal. and nota.
~
If--
4: 1 IIItr. Tl! 1 ~ Fqr PIDee lr And SIncIh-.
2: 1 for ..... 24" McI Larvar,
2: 1 MIW: To I "'" Fw ~ lr And SIncIh-,
1: 1 For ..... 24' And Larvar,
INDEX 272
1 of 6
I .'-4' llr 2'-1
I
~-d
<--
_1Il->
;
I
1~
i
~
T
I ..___ _ ~'_
=--
_Ill
-.0)
GENERAL NOlES
I, 1IIIt .... It ....... lor .... ..... ...... . _ _ lib. Ie
=- -:::... - - ....., - -,.. .. .-.. IM/.
2. =--= ~.-.. __ lie........ _...__
& -...- "" .......'r ___ Qot .___ .._...
..-.", ,
4. "" ...- ..... _ _ _ _ ........ _
5.__.--_..._....
!r~~
"",
0P110NAL BAR SPACING
.
i
_ M\. .___..,. III _No. 2Clll
(l'_"""WIlo._~)
N.ET WITH STRUCTURE BOTTOW
..'_r'
'~~-?::~
"
'"
1..- ..
" "'_101
IU ~
Iii'
10
r .. 7" ,61'" T. lien
"11(1 r ~,,_...
I OZIe,. r4 __
..., , --:I:., ,,-..., .- 1~..'-lf'__
JI'~.I r ..;..~. ,1u11.~. __..._~_.... ~...
I ,,~~ i: I:::: ~~
~""."a... ~ .........rcn.
I ~-4'~ I I \.t:I
REINFClRCING SEClION REIIFORCINC SEC1ION OMNSIDN . ~ HAIl SEC1I9N
J'-8- iliA. S1RUC1UR[ BOTTOM (SEClION M) 4'-0" D1A. S1RUC1URE 101TCIM (SEC11ON M) = t :J,.CUl8SHd1iO SEClION M)
TRANS\OSE SECllONS FOR INLETS T'tPES 1, 2. 3 . 4
~~
7::n-
"-.4o:::fi1'
2 . 4'-1\' ..liIIIIL . !In'"
".4~ a. ~
,'-" SIIcIe Or Sllcte .. Soln
4~ ::S11cte II~
4-0 II Soln
7- II SOlI'
3- Sllde
j ;~.~~~E
2 2~~ -ar. Grot. and S11c1e.. _ _,... Grot.
I. -Ir , ....... To One [nd Grat.
3 r ~ Or S11c1e II SDIn
1'..1\" ll!'"
.'Z'~fT Una L.....
4 _no SIIcIe II !lnln
rr I L..:>
Jz J-li'Optlonal Key L I- 'IIllcIIn.-. Of
. I I Strvcture WIll
10' Draft _ l...L
E'1'E BOlT AND CHAIN FOR Loa<ING ORA lES TO INlETS
NON-TRAFFIC MANHOLE LIDS ARE TO BE
HEA VY WEIGHT TO PRE\'t:NT EASY REMOVAL
_ Qlt ....... ... To _ 'onnIIlg Fw .... Prior To Plac:ln9 110M Material
,- ~ Or ........ Of Upper Slub~ Not _.... Rlprap. Cement PVC Cop
Reqund C,...... - . oM6ortoI at - ....... On .......... Stub And PI..... Compacted
:: ~ "':':='-'J'" at ..... FIt In Entrance,
-:I r ~ ~ /" Rlprap Entrance
~ / /Tap Of Subgrade
r:;:. -=-- ~~.
r-1 '\ L::~
~ . '-...... PYC ...... 4ll' ...... Md stulle
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r1~ 2'~ I
I
,
B
~L
.:.
B
..J
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=:.-.=.~--l...~ _L_---L~
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A.J
PLAH
SEC'1lON .
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LA
I'LAH (ltUT TV!'[ 2 ~ AIIDUT D
To .. PIN , UmIto Of _ ean_
r.. Ita Co .
,.L"~' "- lotW I
ITO"-
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=::::::::J I
'TT I
I -0- :r-o-
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AIIDUT D
3'-0- ,0'-4'
:::
SEC1lClN . (ltUT nPE 2
I
....., "-a"
--.::f t:.. ~ !1.
I .
~~
~~ J 1 -,
..._~ r~
..... :.- ,. - ~-
t: =4t.. 0./ I.. ..~
DMNSIClNM. SEC1lQN
INLETS TYPES 1 AND 2
"I-B:e. · ~ r:t~.'&::.'11:..
fII__ ~-~~.rCft
tr~ "-'~
..,......rcn.
.:.
217
EOY[ BOlT AND ()tAIN REQUIREMENTS
[)II ........
IaIte Of CIlaIIt
...
Tp
(1I1ll ,
'l1li 2 1
M8 3 .,
W8. 2
lIB 5 .,
8 I
ICE . lGD;
..... II ___
....
232
D
E
H
233
F
G
234
:::::
.. ,. q..1 _.....,... - ... .... _.
~-3"
rrf.:L;, ~
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-
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S1tEl GltAlE
--
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r__ __r~
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--: _.,......_-.u.5.,_
....... __ _ (Or ....,.
~~L.!!!l
- - .... - SEC'1lON M
1'-,.- WaI - 24- _
.'-4' ... - .. ....
GUTTER INLET
TYPE V
,.,1 221
... - -.......
DoIoI 1llIo
'r_TJllO.~-1
~~tt
~(~ rDlD._
~.. ~(t/ -
~A ,,,(..- ~ ~ ~ B
~ J 101 'J
I~~ l ZI ~
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B
L'
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" ... . rJ L-A r \ _ IIl,port _
IUTS T'IPES 1 NfD ;1
r-A
~ ~".....r
/- ~~"...
If
it!!
~~
II
~~
"...,
LA
I'LAH (IUT l'lPE 4 I'fIIIME1llICAL AIIIOUT D
To"_ ~ UftItoOl-~;:l-
r, . !"!..,.. c. . . c. ... . .
'1'" Of --- '-- loil.l .06 '"I
i;f'
,,_ /.1-
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n I
"~rr ~I
"'-'" .....,.
-=
SEC1lCN . (INLET l'lPE 4
II '1f
..-- .
MOUT D
,_ Of _.......
" ... . r. L-A - r \ - IIl,port -
IUTS T'IPES 2 NfD 4
SLAB .REINFORCING
,
!
..' ,'-
....!:!:. ~ 3:.l
I '!OIl
, I --
~...--
GENERAL NOlES
1. ~.....r==,::.'= =-';~
2. l:iJ'!:iA~=-:e "": ~
;J, I;.~~~'..:.i_' =--=.=-
4. ~.::.=J2'J:..-~ ~'':' ~...._
.. ,.____---Ilo,IIII.
.. ClnIy--~,.,..---.
7, ::rJ, "'t::.:'.::.= ,....:= -==-~ ~
.. ,.____Ilo,_
I. =).~"1::"'-'" - .... ..... for -
t
"-1
.....:.- I-
::=-.
r
1
ll'\~ ~.
"..,--
.'~ ...
DIMENSIONAl. IEC'IIClN
INLETS TYPES 3 AND 4
"
r....~
- ....
CURB INLET TOPS
TYPES 1, 2, 3, Ie 4
INDEX 210
1 of 1
0MIh _ To ~ :::---t(_ -1.--
r- ... T_ w........._
Oreto(,) ....... =.~Leop ~
..., ........
"""Nul,lIut__ ~CoI4_
an SlnIgIt'-~
T - i\. ,. IlIo. .l-Tp Or ""'-
SlnIgItt IJII _
:... "-c:oI.l _
~ _To______
- .::.~fl.&:.".L'..~..=,:::r.
'"" ... .......... lor ... .....
='::.'C:-_to...-....--
jiiIIiiIiIIiiiI ~ -- TGflQU. II Gl'oow
nJk.,l\ ,_...... ~ j 112'2' M~ ~= To Match
t~ JDlnt To Match -8 ox. ~
-1 ,-,. '" " ~ I - -- '-0" '" " 4n
PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE
SECl10N
Note: See Slab Dae9te IndeIC 200,
nPE 7
~,,~ to We;.... ~~....?
. \ Z~_I
3'-1' Or 4' IlIi N
BRIO< OR CONCRETE
nPE 8
MANHOLES
MANHOLE
TOPS
T)IIIoolLld~
~?ll
.~ I
Ij
Et\1
NOlES (TOPS)
" _topTp7__lIeata--_
Oonlnle _ .......... In ASnI C-_ may ... _ ....
...-..".. _ _ _ No. J.
2. = ~ ~ ~...atloey-:-:" =: tope
.... .. ... at........ fNM.............. _ ...
...__........_o~..... .....
-......-_ _ _...... __011_
J. '=.~-.:=:~~,:=.
--.. ... _.... - ......._->1_
... lie _ _ lie ......... ... _ ""_
......may...-
.. -tope_lIe_"'_bJ.-
_ ..._..1Ileot3atl:
I-
r6
~
17~
r,.,~- ~J~ )J-L
f'__~
No. . _ ...... :r. 2' ,.
--
- o:':.-.....~.."'..:-""':':.-:.:'= SUPPLEMENTARY DETAILS FOR
- "'::. - - - Ie - 011"'_ -- Of ..,C'- - MANHOlES AND INLETS
... _ __ _IIY -. DITM.
INDEX 201
2 of 6
,-
t _ . In....... Caot
_ Caot 011"" lfttttto _ ......... 10 lie __ .. 1110
_ -"too... _ ... _ No. 102"'_
-"-"-'
lEMPORARY DRAINS FOR SUBGRAOE AND BASE
SUMP BOTTOM
DRAINAGE STRUClURE IN'JERT
_"'t.~",.;,...~"",.
RECORD DRAYfNG CERTIFICATION FOR PHASE
CONTRACTOR HfREBy CERTIfIES THAT THIS DRAWING HAS BEEN
MOllIFIED TO SHOW ALL CHANGES TO THE ORIGINAL CONSlRUCllON
DRAWINGS AND ACCURAlaV REPRESENTS THE FINISHED CONSlRUCllON
BASED ON INFORMAllON FURNISHED TO DONALD W. MciNTOSH
ASSOOATES, INC. ON
RECORD DRAWING CER11F1CA11ON FOR PHASE
THIS -RECORD DRAWING" IS BASED ON INFORMAllON RECEIVED FROM THE
CONTRACTOR ON AS TO LOCAlION AND DETAILS OF
THE F AQUllES ACTUAlLY CONSlRUClED. THE ENGINEER HAS NOT PROIllDED
DETAILED OR CONllNUOUS OBSERVAlION OF ON-SIT[ CONSTRUCllON NOR MADE
MEASUREMENTS. BUT HAS MADE PERlOOIC IllSUAL OBSERVAllONS AND HAS
OBSERVED THAT THE READILY IIISlBlE FAClUllES HAVE BEEN REASONA8l. Y
INSTALlED IN ACCORDANCE WITH THIS DRAWING, LOT GRADING IS THE
RESPONSlBtUTY OF THE BUILDER AND IS NOT INa..uDED IN THIS CERllFlCA lION,
DONALD W, MclNTOSH ASSOCI A TES, tNC,
ft ~~
NOlES:
CONTRACTOR:
BY:
NOTES:
DATE::
NOT A RECORD DRAWING UNLESS THIS BLOCK IS COMPLETED
-
<> Net _ _ ~ .. heIIItt _ edjooont to ........ _
.... _ _ '"lie
.4 ~.
0; I ~
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111ERMEDIAlE RAMPS
.. r SIll. r-r _ ....... ~ _ 10' Of M'......
DIENSONAL FEAlURES FOR ~
GENERAL NOTES
1. _ ...-,. ... ...... ...... ..... _ ., _ _ _
..... ....... ...... _ not _ '2:1, ..... _ ..... _ not _ o.<It.
&ClollM--.... _1IlIII____..__
~ ~--=-..:.: =- -:'l::.:t :.="'bJ ":. as:.....
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4. :.& -::. T:.. '"t!.~~ ""C'~J~1... -:.=... -.;. ~ tI:'t_~~
_ lie 12:1, _ out":;-... _ __ __._ __,--
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7 ..... 10 ... ooId ... .. _
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- tIlO __ _ "too for Ooncrolo _ l-J. IT,
::0":= =. ~~:1, ':'~ -= =:\r=.TlI"~
-.---- ......_---..~.....--
1I/llIr. ~. _ .. not "....... .. III .... Il1o _ 011 _ _ __
.,,-......- be............. --"too Ior__, _ "'"
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-..:.....-:..~~ ., =''':-,1110 not - TLf; _
~ !r,.... -- ... .. ~ 0::;... 01 ...:.,. ~ 0.210
~ ~::"~1...~:r....*::=~
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i?: ... ,:::..;;- · ... - - .. ~ - 01 .... . ..ro'"",
..__ ~1lte-__bii_...._
'-' ... - .... Jt ... _ .. ... ... _ _ '" ...........
_01_..__11'....
CURB CUT RAMPS
101;1 ~
=~ ~eMH'"
,._~''.i..-rA ~ i..1'Yc d' ~ .....t
r1- LA _L-c
v...! _ CUtIo....._
PLAN
, I .. I 1'-1' I
~~1:
L~r<<~
E. 01 E4go Of Powt.-"""
PI.NI PI.NI
PIano
~<<~
~.
!AIgo Of PlOt. PI.NI !AIgo Of ~
L
J'
T_
T. Of CUtIo........ ~_
au_........
PlIOFI.E
S1RAIOHT END
U $
Tap Of Qft...".) I 1Noe.1
-........
PlIOFI.E
FlARED END
CURB TYPE A
3' $ ~
T.Of::~ I~I Top::~ ~
PItOfU PIlClFU
FlARED END SlRNGHT D<<)
CURB AND GUTTER TYPES E . F
aJR8 AND GUTTER ENDINGS
T'WPE F
~
f~ ~J-~r::
I, S-G" ,I
SEC1ION M
Slope To Flt
~~
~}-"~ .
I 'r-rI' I
_pnL.._Of_
T...I_~Of_._
~an HIah _ To" ~ _ ~ Of
CUtIo Or CUtIo II _,
..."""'"
PlOt.
~1-
.6 ApplIoo 10 _ ...... _ 100 _ of --. 100 _ _,
CURB AND GUTTER AND nPE A CURB
ADJACENT 10 FLDCaE PA\GtENT
.. ,'-a"
~L~V
~H
~
1'-2"
_ To'" paid far _ _t _.
DROP CURB
~~}-. 7i"Std.
l~ e'_
I r-~ I
n'PE E
~"Of_~
2,..... ....L
~/).zD1'
SHOULDER GUTTER
~ - ... - - ...., tuttor _ _ _ .... gullor .....
CON1RAC11ON JOIIT IN CURB AND GUTTER
/.....t s.<<:I
IIf=-;Y r=
,'_,0"
I
-~
~},
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3.'-. ~ Of ~ 3.'-. ~J"Dop1Il 01 Swaut
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5'-0-
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1'-1lf'
'-'"
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V'"
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SHOULDER GUTTER
- ~I:.~ Nod
_ PIIoO
C AjIpIoe to _ ...... _ 100 _ at _I. 100 _ _,
'-
~1IoRth Of _t ~~ Of_t
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TYPE A T'WPE B T'WPE D
CONlRAC11ON JOIIT IN CURB
:r-a"
E1ION CC
. ::. -::.':.:t ::.:=.. ~t=:, ~~L
.... ....... 011 tIlO lip _ t";.. ..... _
.. ......
- '._edJo-otIo_.__I.__
,. - dIplctIIg _ ..jooont Ie ....... _I. _ ........ "l
~.r~i~~~=l------.'-
CONCRETE CURB AND GUTTER
01' 'A' vl:';:..t~ ~
rH- ""',,- rHm- .....t_
J -- 1'>>1 '"!oJ.. I ,
1 Y~~1oJ ~
tbo--- ~__{ r...':.":: [ J' .....L
~_t.... __.........__
,. _ .....,... _ odjooont _ _ ....
to ....... ..........1. - ........ ..t. TYPE B T'WPE D
T'WPE A
_,.~.. to_._--.__
E,.- I...__jo/Itt__l*t____--
.... _t ~ _ ........ rItId-
CONCRE1E CURB
VAU.EY GUTTER
EXPANSION JOINT BETWEEN GUTTER
AND CONCRE1E PAWMENT
r,~~
{O
I r I
.Arl'HALlIC CONCRE1E CURB
;: :;: 5' -. AU'"
~~~-_...._~ -
~ _ __lie. . ...... 18" .-
....2" CT_ Per Ouord)
Coot Or ........
ClEMERAL NOltS
1. ,.. -..._ _........_~
jIlola" 11' _ <-). -)Illllo 111)00001'. _
r=:-:. '"t~~ -:.=:r:::.:: ~:o..~
= =. =:''::iol'OO::-''::- ~...~..
I. =: ~..:l" . oM 0 _ _ -. '" . Il1O
~~-
CURB " CURB AND GUTTER
1011 300
CONCRETE ~ GUARD
NOTE:
THESE DETAILS ARE AUTHORIZED RE-GENERATlONS OF DETAILS
FROM THE "FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS"
DATED JANUARY 1994. THEY ARE INTENDED TO BE IDENTICAL
TO THEM. CONTRACTOR SHALL ADVISE ENGINEER OF DIFFERENCES
OBSERVED BY OR KNOWN TO HIM. SEE SUPPLEMENTAL DRAWINGS
CONTAINED WITHIN THE INDEXES THAT ARE NOT SHOWN HEREIN.
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(SEE ~TE 1)-
f
If... --~. -,-w
- COMPACTED BACKFILL
" '"
,
.,--
COMPACTED
SELECT MATERIA~
B:c
~.I-.
I 1
. ___ I I / Bc/4 (6" MIN)
.~'. P,///: ~ ~ .-
-:I /.~' '/1a j ~ .-=r. -Bc/4 (4" MIN I
_._.____~ / ~" _o~ -=_.__1-_
CON CR E TE ----.. .j ,''A f7 ! ~. ~'. ~ ~ -. CO NC RETE
r.~,/~\' .. '~-1'~ ,
Bcl2 -1' , ll\ '.~'. . ~ "'I' -I ( t-- B c/2
. >1 . ~~ __ :i.., ., ~~.., r--t
Bcl4(4"MIN)--1 · - ,-.... ,-.,' ~ ~ Bc/4(4"MIN}
.' ;"" ,'~'r. ~~..~- ..... UNO I STUR BE 0 SOIL I
, -1 I' t PIPE COMPACTED GRANULAR I
I BE~ BEDDING MATERIAL )
I
.. CONC~_~TE.. ..~R_~OLE _ _ __~<?NCR~TE -, ARCH. ENCASEMEN,T
8c/4 (6" MIN )
;\
I
I
f
CLASS II All BEDDI NG - SPECIAL CONDITIONS
eEDDING a TRENCHING NOTES
2,
Bc · PIPE 0.0,
Bd · TRENCH WIDTH AT TOP OF PIPE
MAX. Bd. Bc. 24 "
MIN, Bd: MAX DIM, OF BELL t 8" (UNSHEETED TRENCH)
MAX. DIM. OF BELL + It' (SHEETED TRENCH)
DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL
BE AS RE,Q'D TO REACH SUITABLE FOUNDATION. FOR
NON- CUSHIONING MATERIAL, DEPTH SHALL BE 6"
BE LOW BOT TOM OF UTI LIT Y
SHEETING SHALL BE DRIVEN BELOW THE UTILITY
INVERT IF REQUIRED FOR LATERAL SUPPORT OR
UNSUITABLE MATERI AL REMOVAL. WHERE DRIVEN
BELOW PIPE INVERT, SHEETING SHALL BE CUT
OFF A MINIMUM OF 12'" ABOVE TOP OF PIPE
,
OR HIGHER AS AUTHORIZED BY THE ENGINEER,
AND LEFT IN PLACE. I N NO CASE SHALL SHE ETING
LEFT IN PLACE EXTEND HIGHER THAN 30. BELOW
SURFACE GRADE UNLESS SPECIFICALLY 'APPROVED.
BRACING SHALL BE PROVIDED AS REQUIRED,
3
AH(A 'OR DEGA([
~'a..,:'
, -1.1.
, II 'I
WOOD fOil lot 00.\110
..tIlIND liE 1.1. SHAL
NO T Itl T( II" (He
""'Hi JOINT (T' I
~ :,.:;,..
~
"
- (DG( Of lROOt
( T'tPICAlI
T YPI CAL
JION
BENDS
. "'I ( :. fOil "LUC.
rMlA rCAe H
.....~, ~\~ :,~~;: /.~""""'/"'"
. _0.
. .,
'1+1t- -
-
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?--- . ==1-~",," ;
". "
, .... . r "AHeA JCAl
, ' r
..' .. .-',. .......,...r...>Jj PLUG
PLUG
THRUST
LOC
DETAILS
SCHEOOL
OR THRUST BL
AREAS
PIPE
SIZE
(INCHE S)
4
6
221,Z-
BEND
(9:). Fn
DE SIGN
PRE SS
(P S I)
11'104
BEND
(SO n)
4~.
BEND
( SO, F T
I
3
4
7
9
TEE 6
LUG
fT )
D
fl)
2
4
8
12
17
9
12
. .
.ttQ.It... THRUST BLOCK AREAS COMPUTED ON BASIS Of tooo
. LBS PER SO, F'T SOIL RESISTANCE BEARING, C2.000 WIN
SEE NOTE ~
2" CUR8~ T')F ......
~ -.... \
\ Fi~;~ \
GRADE _~~
2- go- ELL ~.'~
~~TF T>R~T m::~ ~
~r
/2" CAP
,J ,,, ~~ ""
!- ". 2 uS
"'"'
I ~ V 211 900 ELL
~ ~ ./.
fl- ,.... METE R B OX W~OVEA
........U.r- . .' :
f!l- .. OF GRAVE L OR
CRUSHED ROCK
BEDDI NG,
UtoL~ Tl<<U'n' eLOCX
BLOWOFF
DET AIL
_..
-.--
r-COMPACTED BACKFILL OR
OTHE R FINISH
E . ~ - 6/6 W W F \
\ rSCREENED
AS REQUIRE~tf~-L lJ:NISH ~- -- ~'~-
6" MIN__u-__ul L. ~-,4-:'7"l ~ ~~~CUT OFF TO
I 12"! \ t L. =0 BE REM OV E 0
~_.~ ~,
MIN, \ " ~BRACINtS
\ I- t
~"7
\... ---~-r - 12" MIN_
COMPACTED BACKFILL
AS SPECIFIED FOR__
BEDDING TYPE -~-
/- -":'::-.. _1.
PIPE BE ~- ---av ;>."7.....""
I / I \.- SHEETING
~ \:~, ~--~~;.:
. ~~ 1./ ~
T ~
B -
~ · B~; i
(SEE NotE I)"
:ROTECTIVE CONCRETE SLABt SHEETED TRENCH
.-.
SPECIAL DETAIL
18"1 18"16"
CONC.COLLA
.- SET TOP OF VALVE BOX
TO FINISHED GRADE.
EXTENSION STEM WITH
Z' SQ, WRENCH NUT, I .....I 3" CLEAR
AND UPPER GUI DE .~ " I
REQUIRED FOR T \ TI ::1TJ'
MORE THAN.4' DEPTH. I -, L~~ ~._-..~~
_____ ; I /
----- !,. I ~
T : ~ ADJUSTABLE
~ VALVE BOX
(lilU
VALVE (TYPE~::::
AS SPECIFIED)-~
~ - -FEi-------
,AI 6
~~ Co
BOX SHALL NOT
REST ON V ALV E
OR PIPE _
------
~~
cr
-4 BAR ~
ALL AROUND cr
w
~~
u
:
:::.-;~
~ \D
olf'l
:r Z
l- 2
Q. -
LU
o
/ WATER
MAIN
CONCRETE SUPPORT
(AREA FOR PLUG TYP)
,
DETAIL- VALVE a VALVE BOX
,
~ -' ~- _._B~ ._ .J
-' ~ ~----~~1 r (SEE NOTE I)--rl~~~
~ u -" I'
~ al I ,
~ l- Vi. t
~ ~ ~ -\ ~-t: ~----- COMPACTED BACKfiLL
Q: U'l U'll I 1"""- -
l- ~ ~ i 1
--~--_.__... I', ' ~COMPACTED SELECT
-' I z Z //j//~~{~c '~~V/ MATERIAL
~ N - :'/... ~
U ~ U'l : - ~ ~.:../ ~ ~/ '"/: /-COMPACTED GRANUL AR
t= ~ j; ... ? .-;: ',l(f/;% V BEDDING MATERIAL
5a::~i PIPE BELt-~~~/;;
>.... . ~/:/Z- ' 11:'.., ~ !'.B~ .
I ,'j 1-7 1 " r 2
~DISTURBE 0 /""y,...".,....1'~~~-~;; ~ -.-.,
SOIL -~.6 Be ~ ~_"'I ~"'I,:, ~ _-.i (SEE NOTE 2)
(TOT AL)- _~ - ~7",;X~t-
. NORMAL TRENCH , GRANULAR BEDDING ..
CLASS" 8" BEDDING - NORMAL CONDITIONS
EJPE
BE DO ~ G
AN 0 '. T P E. N C H I" N G
DETAILS
.....~,~
~[ CH[oe YAlVE
8ACKf'LOW PREVENT[R
rEleO 105'fO
TEST C\X:K (T'tP) CAT[ YAlVE CATE YAlVE
THREADED /J UNION
HtPPlE (TVP) (2 R(QUlR[D)
~ . . . 90' MHO
PRESSURE ~ .,.., ~ .... v(2 REo.::~INC
CUAC[ WI ..I ...II L...I. TAP
YAl~ - ..
(T'tP) 12. WIN DISTANCE 0- .
- -iiii~ ~srAHC(~ _~
12" "'IN ~
~
l
RECORD ORAWtC (D.1IF1CATION FOR MASE:
CONTRAC1Ot HEREBY C01lF1[S 1HA T 1HIS DRAWNC; HAS I[[N
MODlfG 10 SHOW AU. 0tANGES 10 1HE ORIGIW. :xINS1RUCnoN
DRAWINGS AND ACalRAlELY REPflE:SOITS 1HE fIdt'U) CXlNS1RUC11ON
BASED ON 1Nf'QRtU, noN f'UNISIG 10 DONAlD W. McINTOSH
ASSOClA TE5. IlC. ON
RECORD ORA-.c C01lFlCAlION FOR PHASE
1HIS -.c::oRD DRAIINC" IS MSm ON INf'ClRMA lION _mlllD FROIlI 1HE
CON1bC1Oft ON AS TO lOCA1ICIIC AND Of:TMS OF
1HE rAQU1I[S AClUAU. Y CClNSlIIUCTED. 1HE DIGI&R HAS NOT NC)W][D
DETAILED DR CONlMJOUS OIS[RVA'IION OF ON-S11[ CXlNS1AUC1ION NOR WAD[
MEA$UIII[M[NTS. IUT HAS MADE PDICIOIC 'ASUAt. 08SDVA1IClNS AND HAS
0ItSER\G THAT THE IIUDllY \4Sa.[ rAQU1I[$ HA"€ IaN RU.SON....Y
WSTAUJl) .. ACCQRI)MC( WllH 1HIS DRAlIIIINC. LOT GRADING IS 1HE
RUPO,4S8UTY OF THE aMDDt AND IS NOT INCUJO[I) .. lHlS' CER1lf1CAnoN,
DONALD w, Il/d'IITOSH ASSOCIAltS. IlC.
BY: DATE:
NOTES;
CONntACTDR:
8Y:
NOTES;
DAlE:
NOT A RECORD DRAWINC UNLESS THIS 8LOO( IS COWPILlEO
~ ~
&::::::::1:: .::::~~:~!I!{~:~~!~::::::I
~ 2- CSP
I NEw ...AlN
L TAPPONe SlEEvE W/
2. CATE VALVE (TYP)
.A
2 ,/t' HOSE
NOZZLES
.r- ~ STANDARD HYDRANT
/ WITH 5 1/~ OPENING
CAP CHAINS
; TI(-IN VALVE SHAll BE LOCt<[O IN THE CLOSED
I POS! TION . OPERA TEO BY arv PERSONNEL ONL Y.
.r NO VALVE PROVlOED. ",....NTAIN PHYSICAL SEPARA TION
UNTIL ()(PARTWEHT or EH\IlRONWEHTAl PROTECTION
l[ TTf;R or CL[ARANCE IS RECEIVED -
"
SEE TEMPa\ARY .u.FER fD"ES ON Stt:ET 2
/IfINI/IIUIf 1.EM1'I'N '"'' '0 ..IItFSTIM/1IICD tIN EIfCN S/DF or """M'lISJ. ,
~
:z:
!l2
z ~
S )(
PROVIDE CONCRETE COlLAR \D ~
Q PAVED AND UNPAVED AREAS ~ ;.,
....:..:. ~ lffx1ffX4- CONCRETE t
COLlAR WITH '4 REBAR
BREAKABLE
BARREL COUPUNG
OR rlANGE_~:V
FINISHED
GRADE
"'E1
ONE PUWPER OUTLET NOZZEL
ON STREET SIDE
'TEMPORARY -lJMPER CONNECnON
lilTS
PREPAREO BY DONAlD W, "'CINTOSH ASSOC. 'HC
"""MiS
'-II'€' sur
". 4' . M- 2~- ... ..
~
I~I
CAST IRON BOX
3'-C1' MIN
COVER
N' IJEMJ
#~ ..1tO
;;-1/;' ..1tO
6-
.. ~'
16'
'}'
I \
fLOCKING ~ HYDRAN~ I
ADAPTER AND HYDRANT
TEE, OR 3/4. TIE
RODS (MIN 2 PER
CONNECTION PIECE)
,- II-
sit,-' ,,., I ,11' 31'
l'" 2.~' 33' 13'
/l', 14' III T
ft' MECHANICAL JOINT
GATE VALVE
J
DRAIN VALVE
SHAll BE PLUGGED
~
v
ro
, ,. I/~ ../IIQ
.,.
- .
'---
,,' .,,' l'
t' 4'
.
11.2' 21'
--- 1---
Ii " IS'
. - ---.
,
-'
6!.A1IC/I oFfE€
of 1: '1'" 96'
--'-'- -
9Z.' 119' liJ
(I('~ () b;"
NOTES,.
,.
.
,. ""'/NtiS SH:':'L . K IItFS'MIM!'/) ...cIN'S 't.Wt.ESS OTI'<C.t1VISE
IItOIC~~'!J' . _'
r CONNECTING PIECE-
. ..,
./, INS'IIt.L "ui. I.ENG'H .AUNTS VI'H 'TOT.<t lE/tICN EtJVfJr. '0
OIl GlllEIf'-EII ,........ SNi1tw iN- tNt" ". E.
" , ..
.1. IIN["R€ TiIo OR ~ ;""(MiS.~, '()(;ErHE'lI, UsE f1TrlN6 .
IINleR 'IELOS &Al('IfTEsr LEMi.TH or RESTRRINE"O P/"E.
". IN LIIrf" ""t trs IMD 'r~ /fUIf or f('ES (J(/TSIN LINI TS
or IlESTRRIIllE'O ...cIIllTS "'II()II'O'N('II "'''''/tICS IllE'EO ...,T aE
RESTMIIllE'O iAf.ESS orltE'lfv/SE IItO/CIIITEO.
S. LENtiTHS Sl-CVN IN 'N(' 'IfI8l.E MVtr KEN CIlt.CUIIITEO IN
I'ICCORIOI'*CE VI TN 'N(' Pt'IfX'E/XIflE OVTUM!'O IN . TN'IUS T
IlEsrMINr NSltiN "'OR OU"TILE IRON PIPC- ItS
.PLA9t IS;.(('O ay O/PflM. v/f,. TN(' "()lLOVI/tIC IIISSUMPrIONS.
voqrlNti AtlESSUIE, 1'50 ".S.I. #
SOIL DFSI(;Mllrl()N, 5ANO-~I~T #
L It yl/tIC CtJItO" I ()N , ---z...- #
G. ~()tfl. ''I'C PIPE o( Fo~ f'IP~ ENCA5eD IN f'aL'erHrLEAll
1~'CI(.IISE Tile (.JVEitI VIfLUC ifT ~.FAt~OI( 1)11.5:
~
,. THE HYDRANTS ACCEPT A8LE TO THE
CITY OF' WINTER SPRINGS SHAll
BE EITHER THE CLOW , 42 WEDAUON
AWERICAN DARUNG B84B. OR THE
MUELLER A-423.
2. THE BARREL SH~ BE PAINTED YEllOW
AND TOP YULDW
3. GRIP RING OR MECA LUG RESTRAINTS MAY
USED IN PLACE or All THREAD RODS
# TO /I(' ClJMPt.E'EO ay THE' ENti....~E",
V~TER NR/N
PESTRRINEO PIPE T/fBLF
,nt>, II" 7
FIRE HYQRANT ASSEMBLY
rc
-c
STRAICHT U 8RANCH a CURB STOP
ASSEMBLY WITH 7 1.t' SPACING
..
:JI1 m
.. ...
\~
r ,. BRASS
\. CORPORATION
STOP
llI1
m
CURB STOP W1TJ
METER COUPLING
LOCKING TYPE
TIE SERVICE
.- ITa 2X4 BOARD
:J.-
r ,. BRASS
\. CORPORATION
STOP
---
m m
CURB STOPS WlTH~
WETER COUPUNG
LOCKING TYPE
TIE SERVICE
- TO 2X4 BOARD
:::::>-
PLAN
PLAN
I ·
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EDGE or
PAVEMENT
BACK OF
CURB
\
EDGE Of
PAVEMENT
BACK or
CURB
RICHT Of
WAY LINE
SIDEWALK7
(; " ----
_.-:....:...~
\
RIGHT Of
WAY UNE
SIDEWALK7
(,
_.-:t......
...
BRASS
CORPOR'W~\
~~ 4~MAX
// - ,
~~~
~ WATER SERVICE UNE
,. A.WWA Cgo 1 TlB'<<3
~ WATER SERVICE UNE
,. AWWA C901 TlB'<<3
BRASS
CORPORATION.....
STOP
~u 4~ MAX
(, \\- ,
~~
PROFILE
PROF'I LE
NOTES:
NOTES:
,. METER a METER BOX FURNISHED
BY THE CITY or WINTER SPRINGS
2. SERVICE UNES CROSSING UNDER
PAVEMENT SHALL BE ENCASED IN
r PVC PIPE.
,. METER a: METER BOX fURNISHED
BY THE CITY or WINTER SPRINGS
2. SERVICE UNES CROSSING UNDER
PAVEMENT SHALl BE ENCASED IN
2. PVC PIPE.
WSWOOI 12-11-13
WSWOOI 12-11-13
CITY OF WINTER SPRINGS
SINGLE SE:BY~ POTAe.LE WAT~LINE
CITY OF WINTER SPRINGS
..DOUB~E SERVICE POTABLE WATER LINE
SERVICE CONNFCTION NOTES: .
1. SERVICE CLAMPS (DOUBLE STRAP) SHALL BE USED FOR ALL WATER
MAIN CONNECTIONS OTHER THAN DUCTILE IRON.
2. CURB STOPS SHALL BE PLACED AT R/W LINE AND PLUGGED
WITH TERMINAL DEPTH OF 1.5' BELOW FINISH GRADE.
3. METER SHALL BE UiSTALLED IN THE R/W A7 THE PROPERTY
LINE. IF SIDEWALKS ARE PLANNED. APPROPRIATE METER BOX
WILL BE SUPPLIED AND INSTALLED BY UTILITY.
NOTE:
ALL WA TER LINES WILL BEAR NSF LOGO FOR POTABLE
WATER USE.
ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
SPECIFICATIONS OF THE CITY OF WINTER SPRINGS, AND WILL
BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE.
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MANHOLE
CONNECTION DETAILS
SEM co 2 89
INSIDE WALL / OUTSIDE WALL
'. ~~~/
RAM -NEK or r.:..I. .
EQUAL PLASTIC' PRE - PRIMED JOINT
JOINT SEALER ..:.... _ SURFACES (TYP.)..
WITH PROTECTIVE ~
WRAPPER REMOVED:. ~ I-
~.
~L ·
COMPLETED ,iSQUEEZE-OUT
JOINT WI .
SQUEEZE - OUT ~\I ~ ,....
1ft
TYPICAL
JOINT
DETAIL
SEM. co. 2-89
\8' P.V.C. PLUG
./; f
K~/~/// "'/~""/<,y... FINIS~ED
~~~~~~
~~~.'" .
~~~ e PVC. 90 ELL
~:1 AND RISER
f.-./'"ASSEMBLY
(TO BE REMOVED
WHEN CONNECTION
IS MADE).
GR AOE
NOTEI
LAMPHOLES ARE TO BE USED
FOR SURVEY AND INSPECTION
OF SEWER STUB-OUTS WHERE
PROPOSED EXTENSIONS
ARE INDICATED.
I....--.
SEWER MAIN ~
LAMPHOLE DETAIL
SEM, co. 2-89
.,..,.,..." ...., ......~'~1. ". . I _ _ ~..~~
I '..~ " :...:....:....-
" ..
r --r.............. CQIL[O ThCINe WIR(
1\ J I' (T'fPICAl)
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----~]-\;~ :-i-: =-JEJ---
'''[ " S' .."..." J . " THHH SOLOO [0"'" /
TRACI~WIR( G[N(R^L NOT~
I, rlP( L1N( 'lUCING WIR( IS '0
lHSTALL(O OM All PObDlC WATtIl
UCUI..[O WA'eR AND seWeR
rORC[ "AINS.
.l, 011 0(.1.0 (II!) La:lI" Hl( TIl.l.Cl!;~ WIR(
SHAll DC PlACeD III A PAOP(Rl Y 1!)(lIl-
'''CO PVC VAlVC DOX AT Tll( (110 or
Tll( RUII.
2, STST["S-TRACING WIR[ SHAll AllOW
TRACAII\.I" or AU, ,.,.C lUNCHES
INCLUOlNG THOse rOR HYDRANTS,
laACING Wit, SHAll Ie IN""'utO
OVU TH[ (NTIR( lCNTH cr 'H( "Alii
AND S(CURtO 10 Tile ".1.1" [VCRT
:. fln VfIfH DUCT TAPC. WIRe
SHAll exTeNo A WIH1"U" or 12' A!lOV[
C'AOe AT tACH 'NT(RVAL ANO SH.l.ll
It COILtO "NO 'lACeD IN A VAlve DO~
rOA (ASY ACCCSSIOlLltY,
y;~~co') 12-1,)"9's
CITY OF WINTER SPRINGS
TRACING WIRE CONNEJ:TI.9JJ
I
,
I
. ----.-. - ,
j
--
-
-
~ ........
TROWEL- FINISHED , pn
CONCRETE BENCHING r-~
WITH 3/4" PE~'. I
FOOT SLOPE. .; · , I
I' , '
. ....
-.' ~ / ~
(11-~ ~ + ~ -"-ff11
.1l.. lJ _ ~ -... '" "',.....-:: . -ll-.J-
.. " /
. '
. ~ \ I ":':. ;" FLOW CHANNELS SHALL
. ~.
'. , ....' I':' HAVE A MINIMUM SLOPE Of
· .. .I. O. 30 FEET PER 100 FEET.
. ~r-t NO ST~NDING WATER
t~ WILL BE AL LOWED.
'SLOPE
SEE MA~HOLE
CONNECTION ,/.
DETAIL. -
CONCRETE BASE
FLOW CHANNEL DETAIL
SEM, co. 2-89
NOTES:
I, f RA M E WE IGH T TO BE 220 L 8 S .
2, COVER WEIGHT TO BE 170 LBS.
3. WE IGHTS TO BE STAtl.PED uN FRAME AND COVER,
4. COVER TO BE MARKED: SANITARY
SEWER
5 FRAME AND COVER TO BE TRAFFIC BEARING U.S.
FOUNDRY e227 OR EQU~L
25 3/4"
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':1; )11 .
I
FR AME 8 COVER TO HAVE
MACHINED SURFACE-
7
/
2711
- ..- .-. ---
2411
SOLID INDENTED COVER
COVER TO HAVE NON-PENETNATING
PICK HOLES
---, /
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. 3611
.~EC"TTON
COVER
CROSS
OF
FRAME
CROSS
SECT:ON
OF
STANDARD
FRAME AND
COVER
DETAIL
SfM /,0 2 89
MANHOLE FRAME 8 COVER \
FRAMES BEDDED IN MO~TAR~ \
..../,,~~....~ .
~~
~
/SET COVERS FLUSH IN PAVED
AREAS AT ELEVATIONS SHOWN
IN UNPAVED AREAS,
, "
I~ ~%'\~~"''(// - 2 COURSES OF BRICK (MIN.J
~ 'f3/,V/ 4 COURSES (MAX,)
L2'-2"J
SEAL COATING
PER CITY STANDARDS
5" MIN .
- -. ----...:.:.:.:..... f--
CIl
~
cr
~
TOPS,
4'-0"
AL TERNATE PRE - CAST
I. ECCENTRIC CONE
2. FLAT Sl AS TOP
( 6" MIN THICKNESS)
------....
...........
..
JOINT (T YP,) --.. .- ... ._.
,
...........
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II t~-"'"
CDli .
--
CAST - IN - PLACE
CONC e~SE
PRECAST CONC. BASE
INTEG~.Al WITH 90TTOM RING
SANITARY
MANHOLE
SEM.CO 2-80
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_CORD DRA-.c CER11FlCA11ON FOR ~ASE _ _
CONTRACltlR HDlOtY COt1F1[S tHAT 1HIS DRA". HAS 8E[N
I<<lOIFIEO TO !HOW AU OlANGES 10 THE 0RIQHAl CONSlRUCllON
DRA-.os AND ACCURAlnY IlO"RESENTS 1HE f1NI~ CQNSlRUC1ION
BASED ON N'ORWA TlClN f'URMSHm TO DONAlD W. "'dNTOSH
ASSOCIA Tt5, tC. ON
RECORD ORA-.c ""R11F1CA11ON FOR CIHASE
1HIS "RECORD DRAWtG" IS IIASEO ON WOMtA l' III R€a:MD ~ THE
CONlRACTOR ON AS TO lOCAWClN AND DETAIlS 01'
1HE fACIUlIES AClUAU Y CONSlRUCltD, 1H[ EHGINaR HAS NOT PROIO:D
DETAIlED DR CONTlNUOUS OBStRVAllONOI' ON-Silt CONS1RUC1ION NOR MAOE
MEASURDlENTS, BUT HAS "ACE PERIOOlC IGJAl OIS(RVAlIONS AND HAS
08SfJt\€0 tHAT TH[ READIlY \1SI8l[ fAOU1llS HA~ BUN REASClNABlY
lNSTAUED IN ACCOROAHa: WItH 1HIS DRAIN:. LOT QtAOlNC IS THE
RESPCINSl8IuTY 01' THE BUIl.DER AHO IS NOT INClUO[D IN 1HIS a:RlIflCA nON.
DONAlD W. IIIIcINTOSH ASSOCIA lES, INC.
BY: DA Tt:
HOTtS:
CClNlRACTDR:
BY:
..oTtS:
DATt:
HOT A RECORD DRA..c UNlESS 1HIS 8l..OCK IS CXlUPI.I:TED
- OOWNSTREAW'"
LOT UNE
r=:>-
AS REQUIRED
L.....
)(
C
:I
;, ~
z
:i
-y- BRANCH WITH SS~UR ~~
30' CURVE
-
[ A h I)
-9
I
.
S" X .' DOU8U WY[ WITH S"
CLEAN OUT INSTAU.ED TO 3'
ABOVE GROUND SURFACE
SEWER WAIN ~
SIZE VARIES
oU
~
-
cL...
13' WIN.
GROUND LEVEL
-
Ii.-
6" MINIMUM
SEWER WAIN
SIZE VARIES
!P'" ~O
, 'I
--
NOTE:
SERVICE CONNECTION DETAILS
SHOWN IS fOR It. DOU8lE PVC
SERVICE It. SlNGlL wy[ WOULD
BE USED fOR It. SlNCLE SOMeE
PROFILE
wss001 03-20-15
CITY OF WINTER SPRINGS
TYPICAL SEWER CONNECTION
~
of-..
AS REQUIRED
AS REQUIRED
~ CLEANOUT AT
R/W UNE (TYP.)
(
-y- nTTING~"'--
30' BEND "'-
\#,- l ~h ) j l
- LOT UNE
~a)J 1
,;J/
r-------- EDGE or
PAVEWENT
SEWER WAIN ~
SIZE VARIES
~.....
~
PLAN
CLEANOUT AT
BUIUltNG ITYP.l\
&oil CLEANOUT AT
~ rR/W UNE (TYP.)
~ 1
I
EDGE OF .
~PAVEWENT
n
I""
CONNECTION
I TO ADJOINING
PROPERTY
~
~
~
Zf
~
.
t:::::::L:~
TERWINAL DEPTH A~ I /
REQUIRED fOR HousE../ -
SER'!ICE (18" WIN.)
Ill-,
L'-.
~
-
rr MINIMUM ~
ROTATE 30" ~ ~
(TYPICAL) I \,
SEWER WAIN~I:::::J/
SIZE VARIES
NOTE:
.
SERVICE CONNECTION DETAILS
fOR P. V.C. PIPE
PROFILE
wss002 03-20-'5
CITY OF WINTER SPRINGS
DOUeJ..E SERVICE SEYlER LAIERAL CONNECTION
NOTE:
ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
SPECIFICATIONS OF THE CITY OF WINTER SP'RINGS, AND WILL
BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE.
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