HomeMy WebLinkAbout1999 08 30 Regular Item B
Date: 08301999
The following Item was addressed at the
Meeting held on,08/30/1999 which was a
continuation of Meeting 08/23/1999.
I \ ,''''
.i, fl.
I
COMMISSION AGENDA
ITEM B
Consent
Information
Public Hearing
Re2ular XX
August 23. 1999
Meeting
MGR. V IDt .
REQUEST: Community Development Department, Land Development Division, presents to
the Commission the recommendation of the Planning and Zoning Board as it
relates to the Winter Springs Golf Course Parking Lot Improvements. Staff also
presents to the Commission recommendations to be included in a proposed
Development Agreement between the City and the developer which would allow
the requested variances on this project.
PURPOSE: The purpose of this agenda item is to present to the Commission the
recommendation of the Planning and Zoning Board as it relates to the site plan
(final engineering) for the Winter Springs Golf Course Parking Lot Improvements
and Staff recommendations which are to be included in a proposed Development
Agreement between the City and the developer. The project is located at 900
West SR 434.
APPLICABLE CODE:
ARTICLE VI. SITE PLAN REVIEW
DIVISION 2. SITE PLAN REVIEW BOARD (note: read Development Review
Committee wherever Site Plan Review Board is used)
Sec. 9-341. Creation.
There is hereby created a site plan review board for the city.
Sec. 9-342. Purpose; composition.
The purpose of the site plan review board is to ensure compliance with adopted
development standards and the Code of Ordinances. The board shall be composed
..
,
r--,
August 23, 1999
REGULAR AGENDA ITEM B
Page 2
of the city manager, building official, fire chief, police chief, and any other
pertinent department heads or consultants as designated by the city manager. The
city manager shall serve as chairman and appoint a board member as vice-chairman
in his absence.
Sec. 9-343. Clerical support and records.
Sec. 9-344. Meetings.
Sec. 9-345. Procedures, regulations and fees.
Sec. 9-346. Prohibitions.
Except that used for a single-family dwelling, no parcel ofland within the city
shall be developed within the city shall be developed or improved by construction
of any nature without a site plan having been first submitted, reviewed and
approved as herein set forth, such approval to be valid for a period not to exceed
one (1) year. Upon receipt of written application, the site plan review board may
extend the approval for a period not to exceed six (6) months. If development has
not commenced within one (1) year from the date of approval or within any
extension period authorized by the board, the approval of the site plan originally
submitted shall be considered null and void and no development or improvement
of any nature may take place until such time as a site plan is resubmitted for
review and approval as set forth in this chapter. No building permit shall be
issued by the city until the site plan has been fully approved by the board or the
city commission when applicable. No work of any nature shall commence on the
property until a building permit has been issued, except with the express approval
of the board or the city commission when applicable.
Sec. 9-347. Duties.
Any person desiring to develop or improve any parcel of land as provided for in
this chapter shall first submit to the site plan review board a site plan. Such site
plan shall be reviewed for compliance with all city ordinances, for conformity
with the city's comprehensive plan, for compatibility with locally recognized
values of community appearance and design, for conformity with the guidelines
established by the city council concerning vehicular traffic access, ingress, egress,
internal circulation, parking; concerning emergency vehicle access and
concerning pedestrian movement; for assurances of satisfactory utility service for
August 23, 1999
REGULAR AGENDA ITEM A
Page 3
the health and welfare of the community, to assure compatibility with other
improvements and the need for adequate light, air, access and privacy; to assure
that the natural qualities and characteristics of the land will be preserved and that
the project site will be appropriately landscaped and provisions established for the
maintenance of same; to assure that adequate setbacks will be provided within the
planned project and that provisions are made for the supervision and maintenance
thereof; and to assure that the aesthetic and architectural details of the planned
project are compatible with the surrounding area and serve to enhance the
character of that area. The site plan shall be reviewed by the board and approved,
disapproved or properly referred by such board in accordance with the results of
its review.
Sec. 9-73. Form and content 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
groundwater elevation is less than one (1) foot, six (6) inches below the
bottom of swale (or bottom of road base where curb and gutter is used),
underdrains shall be required.
August 23, 1999
REGULAR AGENDA ITEM B
Page 4
(8) Soils explorations. The results of comprehensive soils explorations,
evaluation of results and recommendations by a city-approved soils
engineering and testing firm. The soils exploration shall 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 the borings.
The evaluation of the results and recommendations by the soils
firm shall include as a minimum: Recommendations on the type of
base construction; projected high-water elevation to United States
Geological Survey datum along the proposed roadways, need,
design, location, depth and details of underdrains, and a
recommendation on the elevation of street grades including depth
of cut. The results of the soils work, evaluation of results, and
recommendations shall be incorporated into the plans and
specifications submitted for review.
b. If during construction of improvements, the city determines in
the field that soils 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 the performance and submission of
additional soils work and/or to require modification of the
previously approved design plans including, but not limited to
modification of street grades and/or installation of additional
underdrains, use of soil cement base course, or other modifications.
(9) Lot grading. At the time final engineering plans are submitted, lot
grading and drainage plans shall be submitted for review and approval.
The plans shall show minimum floor elevations for all homes, existing
topography, grading of all lots, and any drainage improvements proposed
or required on the lots. The lot grading and drainage plans shall show lot
lines, existing topography (one-foot contour intervals), and proposed lot
filling, grading and drainage at a scale of one (1) inch is equal to one
hundred (100) feet (or larger) in general accordance with FHA standards
for lot grading. Substantiating soil borings, evaluations and studies shall
also be submitted to document soil conditions, projected high-water
August 23, 1999
REGULAR AGENDA ITEM B
Page 5
groundwater elevation on the lots, and adequacy of the lot grading and
drainage plans.
(10) Street lighting plan, demonstrating power company participation.
(] ]) 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.
S.R. 434 CORRIDOR VISION PLAN - REDEVELOPMENT AREA
CHRONOLOGY:
September 1, 1998 - Pre-Application Meeting with Staff
February ]6, ]999 - Final Engineering submitted to the City for review
June 22, ] 999 - Development Review Committee met on Final
Engineering
July 7, 1999 - Final Engineering presented to Planning and Zoning
Board
FINDINGS: 1. The plans, as submitted, do not meet the requirements of Sections 20-463(1)
and 20-464(14)(a) of the SR 434 Corridor Vision Plan - Redevelopment Area.
Sec. 20-463 OfT-Street Parking and Driveway Requirements.
(1) Paved Driveway and Parking Spaces: All driveways and parking spaces shall
be paved with asphaltic concrete and/or concrete and shall be curbed.
Developer states: "The parking lot is existing and will have minor modifications
done to it. The existing parking is sloped towards the islands and the drainage
runs into the islands and is collected in drainage pipes. Curbing the islands would
prevent the parking lot runoff from flowing through the island medians."
Sec. 20-464 Landscaping.
(14)(a) Parking areas shall include landscaped curbed islands at the ends of each
August 23, 1999
REGULAR AGENDA ITEM B
Page 6
row of parking. These islands shall be a minimum often (10) feet wide and as
deep as the combined parking spaces(s) plus median, if any and shall include at
least one (1) canopy tree.
Developer states: "The existing parking has some islands at the ends of the rows
which are not 10' wide, revising these islands would change the parking space
layout and require recoating and restriping of the parking lot to adjust the spacing
of the parking. "
2) The developer desires a waiver to the above two (2) sections of the Corridor
Vision Plan - Redevelopment Area. The developer was informed in writing and
orally that the Staff could not waive requirements. This is a function of the
Board of Adjustment and the Commission.
3) The developer was explained the proper procedure for a variance request and,
because this is a timely process, elected to proceed without going through the
variance procedure.
4) The developer was informed on September 1, 1998 that this project would be
under the guidelines of the Corridor Vision Plan - Redevelopment Area.
5) The developer previously applied for a variance for sign spacing and the City
Commission was in agreement provided enhanced landscaping was provided. The
variances outlined in paragraph I can be incorporated in the Development
Agreement.
6) The Community Developer has authored a letter to Winter Springs Golf Course
outlining the steps required to fulfill the requirements Of a Development
Agreement. A Development Agreement is authorized under Section 20-470 of
the Corridor Vision Plan - Redevelopment Area.
RECOMMENDA TION:
Planning and Zoning Board recommends: "On the findings of the City Staff and
the findings of this Board the plan for the Winter Springs Golf Club with the
developer I.M.G., Meadowbrook Golf Group it is this Board's recommendation to
recommend disapproval based on the fact that this plan does not comply with
Code" with the following amendment, "that the developer come back with some
drawings showing curbing and the necessary width of the planters at the end of the
August 23, 1999
REGULAR AGENDA ITEM B
Page 7
islands and submit or at least propose to agree with the City Commission to enter
into a developers agreement, for time phase development of the property to
implement all of those code required curbs and islands that can not be
accomplished within his budget at the present time. The length of that developers
agreements time to be negotiated between the City and their attorney as deemed
appropriate." The Staff further recommends that the Commission favorably
consider this project provided a Development Agreement between the City and
the Winter Springs Golf Course is executed.
ATTACHMENTS:
A - Pre-application Meeting Minutes of September 1, 1998 (document
dated September 4, 1998)
B - Development Review Committee Meeting Minutes of June 22, 1999
(document dated June 23, 1999)
C - Planning and Zoning Board/LP A Meeting Mjnutes of July 7, 1999
D - Community Development Director letter to General Manager, Winter
Springs Golf Course date August 13,1999
E - Engineering Plans signed and sealed 6/18/99 and Landscape Plans signed
and sealed 6/17/99
F - Updated Engineering Plans signed and sealed 7/9/99
COMMISSION ACTION:
ATTACHMENT A
--
~
.
(
September 4, 1998
To: Mayor
Commission
Thru: Ron McLemore, City Manager
Thru:
Charles Carrington, Community Development Direc!or
c({-f/
Don LeBlanc, Land Development Coordinator \J
From:
Re:
Pre-application Meeting
Winter Springs Golf Course
The above referenced pre-application meeting as it relates to the Winter Springs Golf Course
(west side of town) was held on September 1, 1998. D. Bumpus and R. Henson represented the
project. Staff members present were Carrington, Grimms, Houck, Jenkins, Lallathin, LeBlanc
and Lockcuff.
It was stated that the ownership of the golf course had changed hands and the owners desire to
make improvements. The first item to be done is the renovation of the club house/restaurant
area. A site plan is not required for this. But, if the renovation is greater than 50% valuation, the'
building will have to meet current Code. The fire hydrant must be 350' from the club house.
Later, there is a possibility of repositioning the parking lot and developing the commercial
acreage to the front of the club house. This will require site plan review and adherence to the SR
434 Redevelopment Corridor Vision Plan.
Another pre-application meeting will be held once final determination has been made as to the
development of the commercial acreage.
cc: Staff
ATTACHMENT B
June 23, 1999
To: Mayor
Commission
Thru: Ron McLemore, City Manager
Thru:
Charles Carrington, Community Development Director
Don LeBlanc, Land Development Coordinator ~
Development Review Committee
Final Engineering
Winter Springs Golf Course Parking Lot Improvements
From:
Re:
The above referenced Development Review Committee convened on June 22, 1999 to consider
the final engineering for the Winter Springs Golf Course Parking Lot Improvements. R.
Labinsky represented the project. Staff members present were Carrington, Cook, Dallas,
Grimms, Jenkins, LeBlanc and Tolleson.
Please see attached Staff comments.
The developer is seeking a waiver to Sections 20-463(1) and 20-464(a) of the Corridor Vision
Plan for Redevelopment. The Engineer of Record was informed, in writing, that the Staffwas
not able to grant a variance and that it had to go through the Board of Adjustment and the
Commission.
There was much discussion on this and the developer decided to go through the P&Z and
Commission process rather than the Board of Adjustment, etc. because of time restraints.
LeBlanc made the motion that this project be forwarded to the Planning and Zoning Board with
the Staff recommendation being disapproval of the final engineering until such time as the plans
come into compliance with Code - Cook seconded. All voted aye.
MEMO FOR RECORD
June 21, 1999
Land Development Coordinator I
From:
Re:
Winter Springs Golf Course Parking Lot Improvements
Final Engineering
I have reviewed the above referenced final engineering for the Winter Springs Golf Course
Parking Lot Improvements.
On June 1, 1999, the Engineer-of-Record, Richard M. Labinsky, P.E., requested a waiver from
Sections 20-463(1) and 20-464(a). This request was repeated on June 17, 1999.
On June 14, 1999, I sent Mr. Labinsky a letter stating that the Staff "does not have the authority
to waive any requirements dictated by Code." It was also stated that until this matter was settled,
Staff was unable to continue the review process because the plans did not meet Code
requirements.
On June 16,1999, Mr. Labinsky called and stated that the owners wanted to proceed through the
process with the plans as presented (not meeting Code requirements). This is being done at his
request.
Therefore, my recommendation is that this be forwarded to the Planning and Zoning Board with
the Staff recommendation being disapproval of the final engineering until such time as the plans
come into compliance with Code.
ATTACHMENT C
:.
("
RICHARD M. LABINSKY. P.E..INC.
CONSULTING ENGINEERING SERVICES
June 17, 1999
Mr. Don LeBlanc
Land Development Coordinator
1126 E. S.R. 434
Winter Springs, Fl. 32708
Re: Winter Springs Golf Club
Entrance and Drive Improvement Plans
Planning and Zoning Plan Submittal
Dear Mr. LeBlanc;
Enclosed please find twenty (20) signed and sealed sets of the Entrance and Drive Improvement Plans and the
Landscape Plans for the Winter Springs Golf Club for submission to the Planning and Zoning Board. The plans
meet all of the SR 434 Redevelopment Guidelines with the following exceptions to which we are seeking
waivers from the P&Z board due to the limited proposed reconstruction within the existing parking area.
1. Sec. 20-463 (1) Curbing on Islands within the parking area. The parking lot is existing and will
have minor modifications done to it. The existing parking is sloped towards the islands and the
drainage runs into the islands and is collected in drainage pipes. Curbing the islands would prevent
the parking lot runoff from flowing through the islands medians.
2. Sec. 20-464 (14a) Size of parking islands. The existing parking has some islands at the ends of the
rows which are not 10' wide, revising these islands would change the parking space layout and require
recoating and restriping of the parking lot to adjust the spacing of the parking.
Should you have any questions with regards to this matter, please do not hesitate to contact our office.
'c ard M. Labinsky, P.E.
Wsdlerai3
cc: Larry Roberts/IMG
108 Vuex Drive LOIIKwood, Norida 32779
PlIO/Ie (-107) 788-3687 Fax 788-8069
~.
.,
(."
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327-1800
June 14, 1999
Mr. Richard M. Labinsky, P.E.
Richard M. Labinsky, P.E., Inc.
Consulting Engineering Services
108 Essex Drive
Longwood FL 32779
Re: Winter Springs Golf Club, Entrance and Drive Plan
Dear Mr. Labinsky:
Please refer to the attached memorandum from Jimette Cook to Don LeBlanc dated June 8, 1999
as it relates to the landscaping plan. Also included is CPH Engineering, Inc. letter dated June 9,
1999 to Don LeBlanc.
Please be advised that the Staff does not have the authority to waive any requirements dictated
by Code. This is a function of the Board of Adjustment and of the City Commission. Until this
matter is settled, Staff is unable to continue the review process because the plans do not meet
Code.
You may contact me at (407) 327-5966 if further information is required.
Sincerely,
~~\2~-
Donald R. LeBlanc
Land Development Coordinator
cc: Staff
(
;:::::B~iidi.~~'.~Di;i~iorf;..;,::{.:"~":'" . .-'::,,:
. . . ~ , . " . .'. .... :.
Memo
To: Don LeBlanc, Land Developm~ C~~dinator
From: Don Houck, Building Official U.jJNf?--.....
CC:
Date: 06/22/99
Re: Winter Springs Golf Course Parking Lot
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 Oepl.
Planning Division
MEMORANDUM
TO:
Don LeBlanc, Land Development Coordinator
FROM:
Thomas Grimms, AICP Comprehensive Planning/Zoning coo~
June 22, 1999
DATE:
RE:
Winter Springs Golf Course Parking Lot - Final Engineering
I have no further concerns or comments on the parking lot.
My concern with the Winter Springs Golf Course presently is with the monument base
structures at the main entrance. My understanding is that they are applying for a variance
as it relates to the distance between the two structures, which is less than the required
200' spacing for two (2) monument base signs.
----
w
(
',-
CITY OF WINTER SPRINGS, FLORIDA
Code EnfordilfiiiMORANDUM
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327-6695
DATE:
June 8, 1999
TO:
FROM:
Don LeBlanc, Land Development Coordinator
Jimette Cook, Code Enforcement Manager G
Winter Springs Golf Course
RE:
I have looked over the landscape plan submitted for the above referenced project and
offer the following;
1) All existing trees need to be protected during construction with barricades to the
dripline. This needs to be added to the "notes" section of the plan.
2) Note that the hedge, Illicium anisatum, Anise, is not as well suited to full sun as
some other varieties. This hedge will be in full sun for some time until the Live
Oaks reach a full canopy size. Another variety may be a better choice, however
the plan submitted does meet the code requirements.
I do not have the authority to grant a Waiver from the requirements of the parking area
curbing and size of parking islands, as was requested in the letter of June I from Richard
Labinsky, P.E..
~
/"
fit
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 LeBlanc
City of Winter Springs
1126 East SR 434
Winter Springs, Florida 32708
RE: Review of Additional Information Submitted for the
Winter Springs Golf Course Entrance & Drive Improvements
Submittal Dated June 3, 1999
CPH Job No. W0491.03
Dear Mr. LeBlanc:
We have reviewed the additional geotechnical information and plans submitted by
Richard M. Labinsky, P.E., Inc., for the Winter Springs Golf Course - Entrance and
Drive Improvements. The information submitted by the geotechnical consultant indicates
that the groundwater measurements presented in their previous reports are the stabilized
or 24 hour ground water levels rather than those experienced at the time of installation of
the SPT's. The detail for the outfall structure has been revised to show corrected
elevations that correspond to the pond details and storm water calculations.
Based upon the infomlation submitted, all of the noted comments have been addressed.
Therefore, 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.
[JiJf/~
David E. Mahler, P.E.
Project Manager
. : f, r.J! ( JIll) ( )I ! I ^ ,.! I ] ( I I J I I /d II , I' (II ~ ,\ (:! ,'( . c; fd' f" C ( ) I u..!
I f,(: v '.r ): ! \/ Ill!
1.(
~
CITY OF WINTER SPRINGS, FLORIDA
Utility I Public Works
Department
"26 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327-6695
March 29, 1999
TO:
Don LeBlanc, Land Development Coordinator
Kipton LockcufT, P.E., Public Works/Utility Director /~
FROM:
RE:
Final Engineering - Winter Springs Golf Course
We have reviewed the proposed final engineering for Winter Springs Golf Course signed
and sealed March 19, 1999 and have no objection to the proposed improvements.
File
t WINTER SPRINGS (
FIRE DEPARTMENT
102 NORTH MOSS ROAD
WINfER SPRINGS, FLORIDA 32708
TELEPHONE (407) 327-2332
FAX (407) 327-8514
MEMORANDUM
To: Donald LeBlanc, Land Management Specialist
From: Robert E. Dallas, Fire Marshal
Date: February 18, 1999
Subject: Review of Winter Springs Golf Course Parking Lot Improvements
<"1.-:"';'\":;....',. '."C ;~:j:;:E::.~~~::.-=:z:::;:::~~~
The Fire Departme.n. !i.~~s,Jtev~'eWEtd.,J. t.le"'.~.p~~~s",o~e ai56~*fi~fe. renced project and
has no concerns 4t1!f:l"lhe ~;9J~C\~.~~~.t;RP~)S~Elb~;;'>\'~ ~,
f~;" ,(.....' ",",.;i-~'~''''~=~ ~), e, ~ '\\
No further comJm'ents ar.E3' r~uir~,~.~t~tbi~::tir;rl~,..,;::~'='.6j) \. \~\
I" (i " . ,.,.,\""-',, 1""'" ~.t!:f~~ ~'Jf.#.. . ,
t.i /",'~., . ..,' ,::"r.f':<4P~Y!Y~;1g"\ }:
'-': W \~\ '0 /"'" \ ..
e'; ,;; ~'l \ Gj.. .." i;,!
f',; ..f '.. ~,-,.-\ ~ 1'\\l/'i ~
~';'" " >. " "...,,,~ ~. I 1'-) ~')'""
" ;:. 1\0':\ ~t \1 ~ .:) MI~ /:
\' . ': . 7': :^: r: c;:J:'11l In I,!
. , ~.~.~.,t.-.,J. .,.j b
\ .;,:t. of .,1. ~~ !t" I '
t, ,,~~ ::;.~;~~ l. r
, ","" f\ ~{(~; ~'\~ ~~-, it'
p. ':'f" V ~ :;
. " ." "".i ~ . , .r::.,~--'-:::~~
I" ~.
" "...''1:;-.;,<.:l< - (. -:.i'
J-~
I:.':'
P'
@'1'
<'" 'I
/''-
1';)
"1'4'
t.I' .
- '., --~:..';_ 1;';;';'\
. ~;'~!~,:'.: ,-)':,:7
)',
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARDfLPA
REGULAR MEETING
JULY 7, 1999
1. CALL TO ORDER
The Planning And Zoning BoardlLPA meeting was called to order Wednesday, July 7,
1999 at 7:00 p.m. by Chairman Tom Brown in the Commission Chambers of the
Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708).
The Pledge of Allegiance followed.
Roll Call
Tom Brown, Chairman, present
Carl Stephens, Jr., Vice Chairman, present
Marc Clinch, present
Bill Fernandez, present
Rosanne Karr arrived at 7:05 p.m.
Also Present
Thomas Grimms, AlCP, Comprehensive Planning/Zoning Coordinator
Approval Of the June 2, 1999 Planning And Zoning BoardILocal Planning Agency
Meeting Minutes
BOARD MEMBER BILL FERNANDEZ STATED, "TO APPROVE THE
MINUTES OF JUNE 2, 1999 AS CIRCULATED BY MAIL." MOTION BY
BOARD MEMBER FERNANDEZ. SECONDED BY BOARD MEMBER MARC
CLINCH. DISCUSSION. VOTE: TOM BROWN: AYE; BILL FERNANDEZ:
AYE; CARL STEPHENS, JR.: AYE; MARC CLINCH: AYE. MOTION
CARRIED.
The Interim City Clerk administered the Oath of Office to Board members, Chairman Tom
Brown, Carl Stephens, Jr., Marc Clinch; and Bill Fernandez and from the City Clerk's
Office Debbie Gillespie and Amy Lovingfoss.
II. REGULAR AGENDA
A. Annual Election of Officers
BOARD MEMBER FERNANDEZ STATED "I NOMINATE CARL STEPHENS,
JR. FOR CHAlRMAN FOR THE FISCAL YEAR AUGUST 1, 1999 - JULY 31,
2000." MOTION BY BOARD MEMBER FERNANDEZ. SECONDED BY
BOARD MEMBER BROWN.
(
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING IlOARDfLPA
REGULAR MEETING - JULY 7, 1999
PAGE201'5
Board Member Fernandez asked, "Marc, would you consider Vice-Chairman?" Board
Member Clinch replied, "Yes."
BOARD MEMBER FERNANDEZ FURTHER STATED, "I NOMINATE MARC
CLINCH FOR VICE-CHAffiPERSON FOR THE FISCAL YEAR AUGUST 1 1999
- ruLY 31,2000." SECONDED BY BOARD MEMBER BROWN. DISCUSSION.
Board Member Rosanne Karr arrived at 7:05 p.m.
The Board agreed to vote on the positions separately. Chairman Brown asked, "Any
other nominations?"
Chairman Brown asked for the vote.
QUESTION: "CARL STEPHENS FOR CHAIRMAN." VOTE: ROSANNE
KARR: AYE; CARL STEPHENS, JR: AYE; TOM BROWN : AYE; BILL
FERNANDEZ: AYE; MARC CLINCH: AYE. MOTION CARRIED.
QUESTION: "MARC CLINCH FOR VICE-CHAIRMAN." VOTE: CARL
STEPHENS, JR: AYE; MARC CLINCH: AYE; BILL FERNANDEZ: AYE;
ROSANNE KARR: AYE; TOM BROWN: AYE. MOTiON CARRIED.
Mr. Thomas Grimms, AlCP, Comprehensive Planning/Zoning Coordinator, inquired if the
Board would be interested in hearing from Mr. Ron Henson representing Design Services
Group, hired by the Eckerds Corporation, about a proposed commercial development at
the corner of State Road 419 and State Road 434. The Board agreed to hear from Mr.
Henson.
Mr. Henson introduced his design for this proposal and spoke of proposed entrances;
storm water facilities; beautification; preliminary sign packet; Pharmacy Drive-Through;
elevation ground signs; and loading dQck areas.
The Board and Mr. Henson discussed information regarding concerns about cut through
traffic; using speed bumps or stop signs to discourage cut through traffic; preserving as
many trees as possible; the buffer area; the traffic pattern for both roads; who the
landscaping architect will be; meeting Land Developer Regulations (LOR) requirements;
adjoining lot sizes; and future commercial building sizes.
B. Winter Springs Golf Course Parking Lot Improvements (Final
Engineering)
Mr. Grimms stated that the purpose of this Agenda Item was to present to the Planning
and Zoning Board the Development Review Committee's recommendation on the site plan
(
CITY Of WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARDfLPA
REGULAR MEETING - JULY 7, 1999
PAGE 3 Of 5
(final engineering) for Winter Springs Golf Course Parking Lot Improvements for action
on this project. This project is located at 900 West State Road 434.
Mr. Grimms stated that the plans, as submitted, do not meet the requirements of_Sections
20-463(1) and 20-464(14)(a) of the SR 434 Corridor Vision Plan - Redevelopment Area. '
The Sections above pertains to Off Street Parking and Driveway Requirements; and
Landscaping.
Mr. Grimms recommended that the Planning and Zoning Board disapprove the final
engineering until such time as the plans come into compliance with Code.
Rick Labinski, 108 Essex Drive, Longwood, Florida: the Civil Engineer representing the
Meadowbrook Golf Group, explained that their company was interested in beautifying the
Winter Springs Golf Club entranceway; additional landscaping; grading for the water to
run off into the grass, to comply with the St. Johns River Water Management District and
adding planters. He stated they were looking for a Variance because of the high cost of
curbing the islands, and they felt that having curbs would interfere with the run-off
The Board inquired whether they have a St. Johns River Water Management District
permit; suggested openings in the curbing would benefit in drainage; crumbled and
blocked pipes effecting drainage presently; pruning large trees to try to save them; and the
retention ponds.
Larry Roberts, Development Coordinator for Meadowbrook Group: spoke to the Board
regarding the improvements that have been done recently; how the cost of curbing and
other proposed improvements to meet Code requirements are just to costly to complete all
at once, and he doesn't have the financing unless able to do over a period of time.
Discussion followed regarding how this project would benefit both the City and The
Winter Springs Golf Club; that the Board was not capable of granting Variances; and how
this situation could be remedied as a Bevelopers Agreement with the City.
BOARD MEMBER CLINCH STATED "ON THE FINDINGS OF THE CITY
STAFF AND THE FINDINGS OF THIS BOARD THE PLAN FOR THE WINTER
SPRINGS GOLF CLUB WITH THE DEVELOPER I.M.G., MEADOWBROOK
GOLF GROUP IT IS THIS BOARDS RECOMMENDATION TO RECOMMEND
DISAPPROVAL BASED ON THE FACT THAT THIS PLAN DOES NOT
COMPLY WITH CODE." MOTION BY BOARD MEMBER CLINCH.
SECONDED BY BOARD MEMBER FERNANDEZ WITH THE FOLLOWING
AMENDMENT, "THAT THE DEVELOPER COME BACK WITH SOME
DRAWINGS SHOWING CURBING AND THE NECESSARY WIDTH OF THE
PLANTERS AT THE END OF THE ISLANDS AND SUBMIT OR AT LEAST
PROPOSE TO AGREE WITH THE CITY COMMISSION TO ENTER INTO A
(
( CITY OF WINTER SPRINGS
MINUTES
PLANNING AND WNING nOARDfLPA
REGULAR MEETING - JULY 7, 1999
PAGE40F5
DEVELOPERS AGREEMENT, FOR TIME PHASE DEVELOPMENT OF THE
PROPERTY TO IMPLEMENT ALL OF THOSE CODE REQUIRED CURBS
AND ISLANDS THAT CAN NOT BE ACCOMPLISHED WITHIN HIS BUDGET
AT THE PRESENT TIME, THE LENGTH OF THAT DEVELOPERS
AGREEMENT TIME TO BE NEGOTIATED BETWEEN THE CITY AND
THEIR ATTORNEY AS DEEMED APPROPRIATE."
SECONDED BY BOARD MEMBER KARR. DISCUSSION. VOTE: ROSANNE
KARR: AYE; MARC CLINCH: AYE; TOM BROWN: AYE; BILL FERNANDEZ:
AYE; CARL STEPHENS, JR.: AYE. MOTION CARRIED.
III. FUTURE AGENDA ITEMS
· Topical Index.
· Follow-up of draft of By-Laws with Attorney Bob Guthrie.
· Eighteen months from March the EAR-based Amendment is due.
· Preparing a Large-Scale Comprehensive Plan Amendment for school locations.
· I.C.E. (Intergovernmental Coordination Element)
· Lost Lands of Winter Springs
Chairman Brown thanked the Interim City Clerk Andrea Lorenzo-Luaces, Mr. Grimms,
and the Board Members for the good jobs they have done over the past year.
Discussion followed concerning how the Panning and Zoning Board can assist the
Commission regarding the Agendas with better communication; and possibly drafting a
letter to City Manager Ronald W. McLemore asking for guidelines and the philosophy of
City Boards; having a representative at City Commission meetings; and the possibility of
having a Round Robin with the Commission.
IV. ADJOURNMENT
Chairman Brown adjourned the meeting at 8:59 p.m.
NOTE: the Interim City Clerk administered the Oath of Office to Board Member Karr
at the conclusion of the meeting.
(
(
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING nOARDfLPA
REGULAR MEETING - JULY 7, 1999
PAGE 5 OF 5
Minutes respectfully submitted by: Debbie Gillespie, City Clerk's Office
City of Winter Springs, Florida
APPROVED:
TOM BROWN, CHAIRMAN
PLANNING and ZONING BOARDILP A
DOCSlboardslplanningfalVminutesl070799.doc
NOTE: These minutes were approved at the
. 1999 Planning And Zoning BoardlLP A Meeting.
ATTACHMENT D
,. ,
~<;\~'lTi::-i~~'"
, ","..-----'-..:!: .s'~
f' / '~';t,\
S:f.~-'--, -- ~" \1-).. \
~("" ^" ' \~
J- ... ~.-. (,..-,....... '.,\
.- (. , I
L? \ '-~~ ! 1/1
1I'oC0t'p0rk<!-';.\ J /
~::;I/
r--(OR\O~
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327-0018
Community Development
August 13, 1999
Elliott Chick, General Manager
Winter Springs Golf Course
900 W. SR 434
Winter Springs, FL 32708
Re: Golf Course Entry Sign and Parking Lot Improvements
Dear Mr. Chick:
City Staff and City Consulting Landscape Architect William Starmer have reviewed the above referenced
Site Plan and Landscape Plan submittals for compliance with the S.R. 434 Corridor Vision Plan-
Redevelopment Area. In order for the City Commission to formally consider your requests for variances
related to the signs and the parking lot [section 20-463(1) and 20-464(2)] of Corridor Vision Plan. The
following steps are recommended:
· The Landscape Plan must be signed & sealed by a registered Landscape Architect.
· WaIl/Signature details must be shown on the site plan or referenced on the site plan.
· The physical location of the waIl/signature must be shown on both the landscape plan and the
site plan.
· The landscape plan must be amended to reflect the enhanced landscaping as described in the
attached letter from Mr. Starmer dated August 9, 1999.
· Prepare a draft Development Agreement describing the variances requested and stating that the
Winter Springs Golf Course agrees to provide the enhanced landscaping.
Upon receipt of the requested items, staff will forward the Revised Plans and the Associated Development
Agreement to the City Commission for action.
Sincerely,
Charles C. Carrington, AICP, Community Development Director
enclosures
cc: Ronald McLemore, City Manager
.
srI
9 Aug 99
Ronald W. McLemore
City Manager
1000 East SR 434
Winter Springs, Florida 32708
Re: Winter Springs Golf Course
Entryway Enhancement
Ron
Pursuant to our recent discussions regarding the above referenced project 'please review the following
opinion of additional enhancements to this site to compensate for the signage locatio.n violation.
The following additional landscaping can been seen on the attached exhibits A and B:
1.
2.
3.
4.
5.
Add (7) 4" caliber trees
Add approx 1200 square feet of shrub (ie: variegated pittosporum)
Add approx 3500 square feet of ground cover (ie: giant green liriope)
Add (3) 60 foot long, 3 foot high earth berms
Add appropriate mulch bed and irrigation for the above plantings
7(450)=$ 3,150
600(9)=$ 5,400
2350(2.75)= $ 6,463
120cy(5)= $ 600
4700(0.35)=$ 1,645
Note that the proposed improvements are shown on the attached exhibits which do not accurately show the
entry wall and signage, thus the landscaping would need to be coordinated with same.
Please feel free to contact us if you have any questions and we trust this opinion is in keeping with your
intent and the City's best interest.
R,T's
W~'J Stanner NCARB
President
cc: Elliot Chick WSGC General Manager
Slarlllcr Ranaldi Planning and Archileclure Inc. AA-002984
890 NOr1hem Way Suite E-I Winlcr Springs. f-Iorida 32708 Phone 407 977 1080 r-ax 407 977 1019
ATTACHMENT E
J)~
~
-'Q
..
t!:)
'..,., ;... "..
''''', ;: -
t-. \ --i-.
a \ \,
'\1,
/ )\'
~~~ -~, -
\ l~ O-~05'29"E ~~ (--: ..' ~
RJX. "Y' IHJ I
SlOflI'UK -~ \
.,.,... ffi' rASEv.EN1
,=
/
-'cL~
ciJnI, " etr.TU'
l sourti:.T.:" L1N~ or rw.::r j'
Fx)\l~; A
~ ~ ~ ?r Of ~tJ;D
p~ "Z>tN;. Dr- fbot1)- ~E-?
~ 4:+> (&CO ~ q:- iJ2oU1&> Cc>vlf:-
~ 7:>IbE c!:F- l!xmI PNTP-/P?
[t~~;~ ~73<::~~3~ ~Y--
,"W 11\) f:-~ ~ JJ..fihV&-
~ Me '5 lP-FE-::,
...
t>
r:"'C.u.p
\..:.../
~
.,.:.-..
\'."- ~ p.'.lIQJ"[N7~ f'(}W!
\ (rJ..,:'C:.: 0' (11/'=;
\
." ~~.,
,",
A"
~'-~,:'.p..';f
\., ~
r-\..,
i N:'t<: ,;::.,.o:~
r
J5.)(H 1m f::>
1>cDP (z.) uol~ :;; ~~ ]:;)Ff.Ivt~
'vi ~ c..'Ii=F-)1\) FI'<Nr q: ~ ( Xo ""F- 'i,eol1Nb C~V"--'- ~);<lcll ~ )
N:b (2) ~~
WINTER
ENTRANCE AND
SPRINGS GOLF CLUB
DRIVE IMPROVEMENT
MAY 1999
PLAN
SITE DEVELOPER
(\2
OJ
,.. ....
~~
.
("'.
!--!
>
~
CO
RICHARD M. LABINSKY,P.E.
108 ESSEX DRIVE
LONGWOOD,FLORIDA 32779
(407) 788-3687, FAX 788-8069
~
rjl
rr..
\j ).
N
IMG MEADOWBROOK GOLF GROUP INC.
524 SIMPSON ROAD
KISSIMMEE, FLORIDA 34744
PHONE (407) 344-9353, FAX 344-8959
~- .~
\ ,:;r;,,~
~
r .
r---;
,-
r-r
~
.A
.......-.i.....1
INDEX OF DRAWINGS
"',
'....
.
zq
~""NN~ }..........
~?
.....'-1 ...,
r . H
~~
f..........;
o
~
(",
""'/Il" "
A, "
,j .,,)
.., L
'. <11 C}"
, c.
1
2
3
4
COVER SHEET
SPECIFICATIONS AND GENERAL NOTES
DRAINAGE & GRADING PLAN
DRAINAGE BASINS & SOILS PLAN
PROJECT MANAGER
(:',-,
~--1
i..............
~
o
i;--i
r-LN4
rr~
r- ...
~
~
\.- .
","1 r"') 4 r' r1
;:) rt ".: ,:' (,:5 L':1::
z
(f)
<"f
.--.j,....; ...,
'.., i----1
,.. ....
~=;;;j;;ll;~
....
5 PAVING & DRAINAGE SECTIONS & DETAILS
PROJECT SURVEYOR
;-'"-4 ~
rf'tl"h'~
FNMW",,!
SWAGGERTY LAND SURVEYING,INC.
STEVEN B.SWAGGERTY
III ORANGE AVENUE
P.O. BOX 2384
SANFORD, FLORIDA 32772-2384
PHONE (407) 322-4630, FAX 322-8611
('\.-fI .~
t-Jw-i ~~"...J..4
r... 1 ncc.
~, ,
. w.;
rv", ...
l.......l..-.l ~
I ~ L
""~;
~2'd
,.. ....
~;X;NF~
co
}ww_N,-l
~NMW.Wi
;..". .
SEC. 33, TWP 20 S, RGE 30 E
LOCATION MAP
NOT TO SCALE
RICHARD M. LABINSKY, P.E., INC.
Consulting Engineering Services
108 Essex Dri ve
Longwoood9 Florida 32779
Phone (4l07) 788~3687
Fax ~788~8069
PROJECT NOo 981200
PROJECT SPECIFICATIONS
S
SHAL
CON RAC OR SHAL CON AC AL U COMPAN ES PR OR 0 CONS RUC ON
CON RAC OR SHAL PRO EC A U ES AND 0 HER PROPER Y AND SHAL BE
RESPONS B E FOR ANY DAMAGES NCURRED OUR NG CONS RUC ON AND SHAL REPAIR
SA 0 DAMAGES A H S EXPENSE
Y
Y
AL DEV A ONS FROM HE P ANS ARE 0 BE APPROVED BY HE C Y ENG NEER AND
HE PRO EC ENG NEER N WR NG PR OR 0 CONS RUCT ON AND FOR Al NSPEC ONS AND EST NG
HE ENG NEER MUS BE G VEN A M N MUM OF 48 HOURS NO CE PR OR 0 S AA OF
CONS RUC ON AND FOR AL NSPEC ONS AND ES NG
o
o
ASPHAL C CONCRE E SURF ACE COURSE SHAL BE I>S SHOWN ON THE P ANS HE
MA ER ALS FOR HE ASP HAL CONCRE E SURF ACE COURSE SHAL CONFORM 0 HE
REOU REMEN S OF F DOS ANDARD SPEC F CAT ONS SECT ON 33
AL GRADES SHOWN REFER 0 F N SHED ASPHAL PAVEMEN UN ESS OTHERW SE NO ED
A E EVA ONS REFER 0 HE NA ONAL GEODE C VER CAL DA UM OF 929
EX S NG SEC ON CORNERS AND 0 HER AND MARKERS OR MONUMENTS OCA ED W 1'1 N
PROPOSED CONS RUC ON ARE 0 BE MAIN A NED BY HE CON RAC OR AND OR RESE
I>F ER CONS RUC ON UNDER CER CA ON B A AND SURVEYOR REG S ERED N HE
S A E OF OR DA.
HE MANUAL ON UN FORM RAFF C CON RO DEV CES SHAL BE USED AS HE S ANDARD
OR HE S GNAGE AND PAVEMEN MARK NG REOU REMEN S OF HE PRO EC
REFER 0 ARCH EC URAL OR ANDSCAPE ARCH TEC URAL P ANS FOR HAND C/IP RAMPS
CONCRE E WAlKS DUMPS ER DE AI S BERM NG ANDSCAP NG F N SHED GRAD NG OF
GREEN AAEAS AND AL SPEC AL ANDSCAPE AACH EC URAL FEA URES
MA ERAL HAVNG A P AS CTY NDEX AT MORE THAN 0 OR A QUO LM
GREA ER HAN 40 SHAL NOT BE USED ALL MATER Al USED FOR STAB Z NG THE
ROADBED SHAl PASS A 3 2 NCH R NG
WHERE HE BEAR NG VALUE OF HE EX ST NG SUBGRADE S ADEQUA E W THOUT
ADD ON OF S AB Z NG MATER AL HE SUBGRADE SHAL BE SCAR F ED AND
o SCED HARROWED B ACED OR T ED FOR REMOVAL OF BOU DERS ROOTS E C TO
I>SSURE UN FORM Y AND THOROUGH M X NG OF MATER AL TO HE FU W DTH AND
DEP H 0 REOU RED S AB ZA ON HE COMPAC ED SUBGRADE SHAL CONFORM 0
HE NES GRADES AND CROSS SEC ON SHOWN ON HE P ANS
HE
AAEAS 0 BE COMPAC ED SHAl BE MOS ENED AND COMPAC EO BY E HER RO LNG
AMP NG OR ANY 0 HER ME HOD /lPPROVED BY HE ENG NEER NORDER 0 OBTAIN
HE DES RED DENS Y HE ENG NEER SHAl NSPEC Al COMPAC ED AREAS PR OR
o FUR HER CONSTRUC ON OPERA ONS
EXCAVATION AND BACKFILL FOR UTILITY SYSTEMS
EXCAVA ON FOR MANHO ES AND 0 HER ACCESSORES SHAL HAVE A MNMUM
C EAAANCE OF WE VE NCHES AND A MAX MUM C EARANCE OF WENTY FOUR NCHES ON
AL S DES
EXCAV A ON SHAL NO BE CARR ED BE OW HE REQU RED DEP HS I>S NO CATED BY
HE P ANS EXCESS EXCAVA ON BE OW THE REQURED EVE SHAL BE BACKF ED
A HE CON RACTOR S EXPENSE W H SHARP SAND GRAVE OR 0 HER SU AS E
MATER AL HOROUGH Y COMPAC ED AND APPROVED BY HE ENG NEER
NO B UM NOUS MA ER AL SHAL BE /lPP ED WHEN THE TEMPERA URE OF HE AIR S
ESS HAN 40 DEGREES F AHRENHE N HE SHADE AND FALL NG OR WHEN N THE
OP N ON OF THE ENG NEER HE WEATHER COND TONS OR THE COND T ON OF THE
EX ST NG SURF ACE S UNSU AB E
HE SURF ACE 0 BE PR MED SHAl BE C EAN AND DRY FOR MEROCK BI>SES THE
GAZED F N SH SHAl BE REMOVED BEFORE THE APP CAT ON OF PR ME COA THE
EMPERA TURE OF HE PR ME MATER AL SHAL BE BETWEEN 00 DEGREES F AHRENHE T
AND 50 DEGREES F AHRENHE
SHAL
ROCK EXCAVA ON SHAL NC UDE ANY ROCK ENCOUN ERED WH CH CANNO BE REMOVED
W H A 3 4 YAAD BACKHOE UNDER NORMAL OPERA NG CONDTONS ROCK EXCAVA ON
SHA L BE NC DEN AL 0 CONS RUC ON OF AL P P NG SYS EMS AND NO SEPARATE
PAYMEN W BE MADE
WHENEVER S NECESSARY N HE N ERES OF SAFE Y 0 BRACE OR SHORE HE
S DES OF HE RENCH SUCH BRAC NG OR SHOR NG SHAl BE CONS DERED 0 BE PAA
OF HE B 0 PR CE 0 HE U P PE FOR WH CH EXCAV A ON AND BACKF S
REQU RED
RE NFORCED CONCRE E P PE SHAL MEET THE REQU REMEN S OF F DOT ST ANDAAD
SPEC F CAT ONS SEC ON 94 CONCRETE P PE SHALL BE C I>SS OR AS SHOWN
ON HE PLANS PPE GASKETS SHAL MEET F DOT STANDAAD SPECFCATONS
SEC ON 942
PR OR 0 BACKF NG HE DRAINAGE SYSTEM THE CON RACTOR SHAl NO FY THE
ENG NEER AND THE C Y FOR NSPECT ON
BEDD NG OF THE P PE SHAL BE F DOC ASS C OR BET ER REQU R NG HE
BO OM OF THE TRENCH SH/lPED TO F T THE BOT OM OF THE P PE FOR A 0 ST ANCE
EQUAl 0 ONE HALF OF HE OUTS DE 0 AMETER OF THE P PE
ON S FOR RE NFORCED CONCRE E S ORM DRAINS AND CU VERTS SHAL BE FOR ROUND
P PE RUBBER GI>SKE S MEE ING THE REQU REMENTS OF SEC ON 430 7 2 94 5
AND 942 F OR DA DEPAR MEN OF RANSPOR AT ON S ANDARD SPEC F CA IONS
OR ROAD AND BR DGE CONS RUC ON SHAL BE USED
PERFORA ED UNDERDRAlN PPE FOR THE S ORM DRAINAGE SYSTEMS SHAL
BE CONS RUCTED A HE OCAT ONS SHOWN FOR EXF L RA ON TRENCH ON
HE P ANS
PERFORA ED UNDERDRAlN PPE SHAl BE 360 DEGREE PERFORATED AND SHALL BE
E HER CORRUGATED ALUMNUM PPE AND MEE HE REQUREMENTS OF F DOT
S ANDARD SPEC F CAT ONS SECT ON 945 AND AASHTO 101 96 DES GNAT ON FOR
CORRUGA ED ALUM NUM CU VER P PE AND UNDERDRAlNS OR SHAl BE SOCK WRAPPED
PO YE HY ENE P PE I>S MANUF AC URED BY ADS OR EQU V ALENT ALUMINUM P PE SHAL
HAVE HE CAL CORRUGA ONS W TH RE RO ED ENDS
AROUND HE WA ER
MA ERAL S
THE MO STURE CONTENT OF HE F ER MED A SHAL BE MA N AlNED A A EVE
SUFF C EN 0 PREVENT PART C E SEGREGAT ON WH E OAD NG HAUL NG AND
P AC NG
WATER NOTES
AL WORKMANSH P AND MATER AL SHAL CONFORM 0 HE S ANDARDS OF HE U L Y
PROVDNG SE~VCE NO PHYSCAL CONNEC ON OF NEW WATER MAINS TO ACTVE
W A ER MAINS SHAL BE MADE UNT L SUCH T ME HA THE NEW MAINS ARE CONF RMED
o BE BACTE~ OLOG CAL Y SI>FE AND HE FOE P RELEI>SE HI>S BEEN
OB AlNED TEMPORAAY CONNEC ONS OF NEW MAINS TO ACT VE MAINS FOR HE
PURPOSE OF F L NG AND F USH NG SHAL BE MADE BY A ME HOD DEEMED ACCEP ABLE
TO THE U R.. TY PRO V 0 NG SERV CE
AL W A ER MAINS SHAL BE DES GNED FOR A M N MUM WORK NG PRESSURE OF 50 PS
AND HAVE COMPRESS ON YPE BE AND SP GO JO N S
THE WA ER SYSTEM SHAL BE C EANED 0 S NFECTED PER ANS AWWA C65 86 AND
TESTED FOR A PER 00 OF NO ESS HAN 2 HOURS AT 50 PS N ACCORDANCE W H
ANS AWWA STANDARD C600 87 AND PER AWWA MANUAL 10123 W 1'1 AN AL OWAB E
EAKAGE I>S DETERM NED BY HE FO OW NG FORMU AS
o P MAINS
SDpO 5 33 200
PVC MAINS
05
NDP 7400
HYDROS A IC 'rEST NG OF PVC MAINS SHAL BE N ACCORDANCE W TH AWWA C805 94
HRUS B QCI<S AS SHOWN ON HE DE AI SHEE S SHAL BE PROV OED AT AL BENDS
UN ESS NOTED 0 HERW SE ON PLANS F RES RAINED JO NT P PE S SPEC F ED ON
HE PLANS T SHAL BE NST AL ED 0 MEE THE REQU REMENTS OF THE P PE
MANUFAC URER AND THE U L TY DEPAATMEN
AL BACKF UNDER FU URE PAVED AAEI>S SHAL BE PACED N 2 COMPACTED FTS
AND COMPAC ED BY MECHAN CAL MEANS 0 98 MAX MUM DENS Y TO PREVENT FUTURE
SE EMENT ElACKF N NON TRI>FF C AREAS SHAL BE COMPACTED TO 95
MAX MUM DENS Y BOTH COMPAC ON REQU REMENTS SHAL BE N ACCORDANCE W H
AASH 0 T 180 METHOD 0
SEE MECHANICAL DRAWINGS FOR EXAC OCA ONS OF CONNECT ON PO NTS 0
BU DNG WATtR SERVCES
HE NTERlOR OF ALL PIPE F T NGS AND 0 HER APPUR ENANCES SHAL BE KEPT
FREE OF 0 R AND FORE GN MA ER A AL MES P PE SHAL BE F USHED C EAN
BEFORE VALVES AND 0 HER APPUR ENANCES ARE NSTALLED
AL P PE SHALl. BE AID TO L NE AND GRADE W H VALVES AND HYDRAN STEMS
P UMB ALL P F'E SHAL HAVE AloiN MUM COVER OF 38 NCHES AL P PE MAINS
SHAL BE NST Al ED W TH METAL C DEN F CAT ON TAPE 8 OVER MAIN AND 2 BE OW GRADE
HE TRENCH SHALL HAVE A FLAT BOTTOM CU TRUE AND EVEN SO THAT HE BARREL
OF HE PPE SHALL BEND TS FUL LENGTH N GENERAL TRENCH EXCAVA ON
SHAL CONFORM TO THA PORT ON OF THE SPEC F CA ONS UNDER THE HEAD NG
EXCAVAT ON AND BACKF NG FOR UT TY SYSTEMS
AL F TT NGS 3 NCHES AND OVER SHAL BE PROPER Y ANCHORED AND BRACED W TH
CONCRETE THRUST BOCKS POURED N P ACE CONFORM NG W TH THE DETAILS OF HE
PANS
ALL MAIN LINES AND BRANCHES SHALL BE F USHED C EAN OF S!.ND DEBR S OR ANY
o HER FORE GN MATER AL BEFORE S AR NG THE STER ZAT ON PROCESS A N>
SHAL BE PROV OED ARGE ENOUGH 0 FEED HE CH OR NE SOLUT ON
PR OR TO 0 SINFECT ON HE PIPE SHALL BE FU OF WA ER W TH AL AIR PURGED
FROM THE SYSTEM FOL OWING A FLUSH NG OPERAT ON
JO NTS FOR P V C PRESSURE P PE SHAL BE PUSH ON RUBBER GASKE YPE ON Y
NO SOL VENT WE 0 OR THREADED JOINTS W BE PERM TTED
P V C F TT NGS SHAL BE MONO TH C CONSTRUCT ON AND OF HE TYPE SPEC F ED
BY THE M!.NUf' AC URER OF HE P PE BE NG USED
BAC ER OLOG GAL REPOR S MUS REF EC HE CH OR NE RES DUAL A ME OF
CO LEC ON FREE AC VE COMB NED AV AI NJ E
GA E VALVES 2 AND LARGER SHALL COMPLY WTH ANS AWWA STANDARD C509 87 !.NO
SHAL HAVE THE FOLLOWNG DESGN STANDARDS
AL GATE VALVES ARE TO BE RON BODY BRONZE MOUNTED NON RSNG S EM
OPENNG EfT COUNTER C OCKWSE RESLENT SEAT VALVES SOLD WEDGE TYPE
GA E VALVES 3 0 SHAL HAVE A MAX MUM WORK NG PRESSURE OF 200 PS !.NO BE
ES ED AT 400 PS VALVES 2 48 SHAL BE BUTTERF Y VALVES GEAR ACT VATED
N ACCORDANCE W H ANS AWWA ST ANOAAO C504 87 AND HAVE A MAX MUM WORK NG
PRESSURE OF 50 PS AND BE TESTED AT 300 PS NON GEARED VALVES SHAL BE
FURN SHED W TH 0 R NG PACK NG TWO 0 R NGS
THE DSK MECHANISM SHAL BE DESGNED SO THAT THE SEATING PRESSURE S
N>PLIED EQU....LY AT FOUR SEPARATE CONTACT PONTS NEAA THE OUTER EDGE OF EACH
DSK OR N THE CASE OF FU Y REVO V NG DSK VALVES THS SHAL BE
ACCOMPLSHED BY TWO FLAT RECTANGULAR CONTAC STRPS PRODUCNG AN EQUVALENT
EFFECT THE lPPER CONTACT STR P SHALL BE FACED W TH STAINLESS STEEL
THE TYPE OF END CONNEC ON SHAL BE DE TERM NED BY THE YPE OF P PE USED
GATE VALVES UNDER 2 N SZE SHAL BE BRONZE CONFORMING 0 MSS STANDAAD
PRACT CE SP;57 THEY SHAL BE DOUB E 0 SK NON R S NG STEM OPEN EFT
COUNTER CLOCKw SE W H OPERA NG WHEE PEWTER !.NO PO ME Al OPERAT NG
WHEELS SHALL NOT BE PERM TED GA E VAlVES SHAlL MEET FEOERAL SPEC F CAT ON
WW V 54 TYPE CLI>SS A.
VALVE BOXES SI'tALL BE CI>ST RON EX ENS ON TYPE W TH NOT ESS TH!.N 5
o AMETER SHAt AND W H COVERS MARKED WATER
WA ER SERV CES SHAL BE PO YE HY ENE UB NG CONPL Y NG W H N>P CAB E
REQU REMENTS OF' PE 3408 MA ER AL SHALL BE I>S DESCRtBED N I>STM 0 2737
AND HAVE A S ANDAAD 0 MENS ON RAT 0 DR90 N ACCORDANCE W H
ANS AWWA STANDARD C90 98
o NTS FOR POLYETHYLENE TUB NG SHALL BE OF HE COMPRESS ON YPE UT L Z NG
A TOTAL Y CONf NED GR P SEAL AND COUPL NG NUT STAIN ESS STEE TUBE
ST FFENER INSERTS SHALL ALSO BE USED FOR P E TUB NG SERveES
o HER SERVCE MATERALS MAY BE CONSDERED FOR SPECFC NS ALLATONS UPON
SUBM SS ON OF' SPEC F CAT ONS AND APPROVAL OF THE ENG NEER
WA ER SERV CES SHAL BE MARKED N CURBS
WATER SERVCES UNDER S REE S SHAl BE S EEVED N C I>SS 80 PVC
SERV CE SADDLES SHAL BE RON BOD ED EPOXY COATED W TH DOUBLE STAIN ESS
STEE STRAPS
CON RACTOR SHALL NS AL WA ER METER BOXES PLI>ST C W TH METAL OS
FIRE HYDRANTS
AL F RE HYDRANTS SHAL MEE THE C Y N>PROVED MANUFACTURERS L ST
I>S SATED N THE DEVE OPMENT CODE
ALL FRE HYDRANTS SHAL COMP Y WTH ANS AWWA STANDARD C502 85 AND THE
FO OWING Dts GN STANDARDS
F RE HYDRANTS SHAL BE OF HE COMPRESS ON YPE OPEN NG AGAINST THE
PRESSURE !.NO C OS NG W TH THE NE PRESSURE W TH A 5 4 VALVE OPEN NG
THE HYDRANT SHAL BE EQU PPED W TH 2 2 2 AND 4 2 NOZZ ES
F RE HYDRNH!; SHAL BE FURN SHED W TH A SEALED 0 L OR GREI>SE RESERVO R
OCATED N THE BONNET SO THAT AL THREADED AND BEARNG SURFACES ARE
AUTOMATCAL Of UBRCATED WHEN THE HYDRANT S OPERATED THE HYDRANT W BE
DES GNED FOR [) SI>SSEMBL Y BY USE OF A SHORT 0 SI>SSEMB Y WRENCH OR THE
HYDRANT SHOE SHALL HAVE NTEGRAL CAST TE BACK LUGS ON THE MAIN VALVE TO
PERMT THE hl~ VALVE I>SSEMBLY AND VALVE SEAT TO BE REMOVED WTHOU DGGNG
EARTH OR 0 SASSEMBL NG THE HYDRANT BARRE
F RE HYDRANTS W L BE FURN SHED W 1'1 A BREAKABLE FEATURE THA W LL BREAK
CLEANl.. Y UPON MPACT TH S SHALL CONS ST OF A TWO PART BREAKNJLE SAFETY
FLANGE W TH " BREAKNJLE STEM COUP NG THE UPPER AND LOWER BARRELS SHAL
BE FLUTED AND R BBED ABOVE AND BELOW THE SAFETY FLANGE OR HAVE AN EXTRA
STRENGTH LOWER BARREL
HE F RE HYORAN NTERNAL VALVE SHAL BE 5 4 MINIMUM HE PENT AGONAL
OPERATNG NUTS !.NO THE CAP NU S SHAL BE 2 PON 0 F A DRAIN VALVE
OU ETS FOR THE HYDRANTS SHALL BE PLUGGED OR OM TTED CHAINS FOR THE CAPS
SHALL ALSO BE OM TTED THE HYDRAN S SHAL OPEN COUNTER CLOCKW SE AND HE
o RECT ON OF OPEN NG SHAL BE CI>ST ON THE TOP THE BURY LENGTH MEI>SURED
FROM THE BOtTOM OF THE CONNECT NG P PE TO THE GROUND L NE A THE HYDRANT
SHALL BE THREE FEE S X NCHES 42 101 N MUM OR I>S REQU RED BY PLAN
HE HYDR!.NT SHAL BE EQU PPED W H A 8 101 NIMUM MECH!.N CAL JO N BI>SE N E
UNLESS OTHERW SE SPEC F ED BY THE ENG NEER
AL F RE HYDfl!.NTS SHAL BE SET 6 FEE N FROM ALL EDGES OF PAVEMENT
loiN MUM
REF ECT VE BLUE MARKERS SHAL BE PLACED N THE CENTER OF THE NEAREST
RAVELED LANE TO MARK F RE HYDRANT LOCAT ONS
FITTINGS
METER VALVES SHAL BE C OSED BOTTOM DES GN AND RES ENT 0 R NG SEALED
AGAINST EXTERNAL LEAKAGE AT THE TOP SHU OFF SHAL BE I>FFEC ED BY A
RES ENT PRESSURE ACTUATED SEAL SO POS TONED N THE P UG AS TO COMPLETE Y
ENCLOSE THE FLOW WAY N THE C OSED POS T ON HE INLET S DE OF ALL METER
VALVES SHALL HAVE A COMPRESS ON YPE F TT NG AS SPEC F ED FOR JO NTS ABOVE
METER VALVES FOR METER SIZES AND UNDER SHAL BE EQU PPED W TH A METER
COUP NG NUT ON THE OU ET SOES
2 AND 2 ME ERS SHAL HAVE FLANGEO CONNECT ONS ON THE
METER VALVES FOR
OUT ET S DES
AL METERS SHALL BE SE A HE EDGE OF PAVEMENT OR BACK OF SDEWALK UNLESS
OTHERW SE SHOWN ON THE P ANS
METER VAlVES AND CORPORA ON STOPS SHAL BE OF BRONZE CONSTRUC ON N
ACCORDANCE W TH I>S 101 SPEC F CAT ON B62 82A.
NLET THREAD FOR ME ER VALVES AND CURB SOPS SHAL BE AWWA TN>ER HREAD N
AL SZES N ACCORDANCE WTH ANS AWWA STANDARD C800 89 OUT ET CONNECTONS
SHALL HAVE A COMPRESS ON YPE FTTNG SAME AS VALVES
STEE TAPPNG S EEVES SHAL HAVE A WELDED STEEL BODY WTH FLAT FACED STEE
F ANGE RECESSED FOR A TAPPNG VALVE N ACCORDANCE WTH 101 S S STANDARD
SP 60 GI>SKETS SHAL BE NEOPRENE 0 R NG YPE W TH SOME YPE OF GASKET
RESTRAINT NCORPORATED N THE SLEEVES
CI>ST RON OR DUC E RON T APP NG SLEEVES SHAL BE OF THE MECHAN CAL JO N
TYPE HAVNG A F AT FACED 0 F ANGE RECESSED FOR A APPNG VALVE AL END
AND S DE GASKETS SHAL BE TOTAL Y CONF NED
ALL CI>ST NGS SHAL BE RUE 0 PATTERN AND DIMENS ONS FREE FROM FAULTS OR
DEFECTS AND WE C EANED AND PAINTED WTH COAL TAR PTCH VARNSH BEARNG
SURFACES BE WEEN CAS FRAMES COVERS AND GRATES SHAL BE MACH NED AND
F T ED TOGETHER 0 ASSURE A RUE AND EVEN F W H N AREAS OF VEHlCU AR
TRAFFC THE FRAMES COVERS AND GRATNGS SHAL BE MACHNE GROUND SO THAT
RREGULAR TY OF CONT AC W L BE REDUCED TO AloiN MUM AND W L BE
RATT EPROOF
CONTRACTOR S TO PREVENT NTRODUC ON OF DEBR S OR 0 RT NTO EX ST NG STORM
DRAINAGE AND OR SAN T ARY SEWER SYS EM I>S A RESU T OF CONSTRUCT ON ACT V T ES
AL NES!.ND STRUCTURES SHAL BE CLEANED PRIOR TO F NAL NSPECT ON !.NO
ACCEP ANCE
OCA T ON OF DRAINAGE AND S!.N T ARY SEWER STRUCTURES GOVERN ADJUST P PE
ENG HS AS RE~RED
WALL RE NFORCEMENT AND TH CKNESS FOR PRECI>ST STRUCTURES SHAL BE N
ACCORDANCE W TH ASTM C 478
MOR AR USED TO SEAL THE PPE NTO THE WAL S OF TH:: PRECI>S STRUCTURES W L
BE OF SUCH A M X THA SlfllNKAGE W NOT CAUSE EAKAGE N OR OUT OF THE
S RUCTURES THE MAX MUM OPENING THROUGH WALLS FOR P PE SHAL BE THE MAX MUM
REOU RED OUTS DE 0 AMETER PLUS 8
AL M!.NHOLES SHAL BE SE PLUMB 0 L NE AND GRADE !.NO SHALl. RES ON A FIRM
CAREFUL Y GRADED SUBGRADE WH CH SHALL PROVIDE UN FORM BEAR NG UNDER BI>SE
AL JONTS SHALL BE WATERTGHT ALL JON S SHALL NOT BE COVERED UNTl
NSPEC ED AND APPROVED BY HE ENG NEER AND OTHER APPL CNJLE AUTHOR T ES
ALL P PE SHAL BE AID N A DRY TRENCH AL MUCK OR OTHER UNSU TABLE
MATER AL ENCOUNTERED IN TRENCH BOTTOM SHALL BE REMOVED AND BACKFIL ED W TH
GRANU AR MATER AL COMPACTED TO 98X OF MAX MUM DENSITY I>S DETERMINED BY
AASH 0 T 80 METHOD 0
SHOP DRAWINGS FOR ALL STRUCTURES AND MATER ALS TO BE USED ON THE PROJEC
SHALL BE SUBM TTED TO THE DESIGN ENG NEER AND THE RESPECT VE ENG NEERlNG
AND UTl TY DEPARTMENTS FOR APPROVAL PROR TO CONS RUCTON OR NSTAL ATION
CONTRACTOR SHAL MAINTAIN ONE CLEAN SET OF APPROVED CONSTRUCT ON PLANS FOR
RECORD NG OF AS BU COND TONS I>S THE WORK PROGRESSES TH S SET SHAl BE
SUBM TTED 0 THE ENG NEER I>S PART OF THE PROJECT CLOSE OUT
UNLESS OTHERW SE NOTED OR N>PROVED AL GRAV TY MAINS AND SERV CES SHAL BE
UNPLI>ST C ZED PO YV NYL CHLORIDE PVC NON PRESSURE PIPE CONFORM NG TO AS M
o 3034 /1K) SDR 35 W TH NTEGRAL BEL !.NO SP GOT JO N 5 FOR PUSH ON RUBBER
GI>SKE TYPE JOIN SEALS CONFORMING TO I>STM 0 869
PVC F TT NGS SHAL BE OF MONOL TH C CONS RUCT ON OF THE YPE SPEC F ED BY
HE MANUF AC URER Of HE P PE BE NG USED NO SOL VENT WELDS OR THREADED
JOINTS W L BE PERM TTED P V C P PE !.NO F TTINGS SHALL BE GREEN N COLOR
THE JO NT NG OF P PE ON THE JOB SHALL BE DONE N STR CT ACCORDANCE W TH HE
P PE MANUF AC URER S NSTRUCT ONS !.NO SHAL BE DONE EN RE Y N HE RENCH
UNLESS OTHERW SE 0 REC ED BY THE ENG NEER
CONNECT ON OF PVC P PE TO MANHOLES SHAL BE MADE W TH APPROVED MANHOLE
COUP NGS CORRESPOND NG 0 HE S ZE AND TYPE OF SEWER P PE I>S APPROVED BY
THE UT L TY INF UENT AND EFFLUENT SEWERS SHALL BE GROUTED N P ACE US NG
A WATER PROOF EXPANDNG GROUT ACCEPTABLE TO THE ENGNEER AL OPENNGS
!.NO JO N S SHALL BE SEALED WATERT GHT P PES ENTER NG AND EX TING MANHOLES
SHALL HAVE A TWO FOOT SECT ON OF P PE W TH THE APPROPR ATE JO N
SERVCE LATERALS W L NOT BE PERMTTED HROUGH MANHOLE WAL S UN ESS
SPEC FICAL Y NOTED OTHERW SE
A FLOW CHANNE SHALL BE CONSTRUCTED 0 0 RECT NF UEN N 0 F OW STREAM
REFER TO DETAILS
OUTS DE DROP CONNECT ONS WL BE REOU REO WHEN HE VERT CAL 0 STANCE
BETWEEN P PE NVERTS EXCEEDS TWO FEET 2 DROP CONNECT ONS WHERE
REQU RED SHAL BE CI>ST MONOL TH CALL Y W TH THE M!.NHOLE ELEMENTS I>S SHOWN
ON THE DET AI S
THE L 0 AND FRAME SHALL BE CAST OF C OSE GROUND GREY RON CONFORM NG TO
I>STM A 48 CLI>SS 3D !.NO SHALL BE OF UN FORM QUAL Y FREE OF BLOW HOLES
POROS TY CRACKS AND OTHER OBV OUS V SUAL DEFECTS THE COMB NED WE GHT OF
THE FRAME AND 0 SHALL NOT BE ESS THAN 420 POUNDS AND THE L 0 SHALL
WEGH A MINIMUM OF 80 POUNDS THE SEATNG SURFACES BETWEEN FRAMES AND
COVERS SHALL BE MACH NED TO F TRUE NO P UGG NG OR FLL NG W LL BE
ALLOWED CI>ST NG PATTERNS SHAL CONFORM TO THOSE DES GNATED BY HE UT TY
ALL MANHOLES SHALL HAVE THE WORDS SANTARY SEWER CAST N THE LOS
CI>STNGS SHAL BE CLEANED AND COATED WTH A COAL AR PTCH VARNISH WHCH S
TOUGH WHEN COLD BU NOT ACKY OR BR TTLE P CK TYPE L FT NO HOLES W BE
CI>ST INTO L OS BUT SHAL NOT GO C EAR HROUGH THE L 0
ALL GRAVTY MAINS ARE 8 PVC PPE AT 040 MNMUM SLOPE AND AL ATERALS
ARE 6 PVC A 8 PER FOOT 101 N MUM 5 OPE UNLESS OTHERW SE SHOWN ON THE
PLANS
101 N MUM COVER ON SANITARY SEWER MAIN SHAL BE 48 TO NVERT 101 N MUM COVER ON
ATERALS SHAL BE 8 AT HGH END OR AS SHOWN ON PLANS
CONTRACTOR SHALL NST ALL ONE ENGTH OF C 50 0 P FOR AL SAN T ARY SEWER
MAINS OR ATERALS HAV NG ESS THAN 8 NCHES SEPAAAT ON FROM WATER MAIN
SEE ST !.NOARD SEWER SEPARAT ON STATEMENT FOR DETAILS ON NST AL AT ON
INTERRUPTION OF EXISTING UTILITIES.
ANY CONSTRUCT ON WORK THAT REQU RES NTERRUPT ON OF SERV CE TO ANY CUSTOMER
SHALL BE DONE SO W TH AloiN MUM OF SEVENTY TWO 12 HOUR NOT CE TO AND
WR TTEN APPROVA BY THE APPROPRIATE UT LITY COMPANY THE CONTRACTOR SHALL
ARRANGE A MEET NG W TH THE C TY OTHER GOVERN NG AGENC ES AND OTHER AFFECTED
UT T ES PR OR TO SCHEDU NG THE SHUT DOWN TO ASSESS THE SCOPE OF WORK AL
SYS EM SHU DOWNS SHA BE SCHEDULED BY THE CONTRACTOR AT SUCH ME THA SYSTEM
DEMAND S OW TH S GENERALLY REQU RES NIGHT T ME WORK BY THE CONTRACTOR AND
REQU RES FULL T ME NSPEC ON BY A REPRESENTAT VE OF THE UT L TY AL COST
FOR OVER IME WORK BY THE REPRESENT AT VE OF THE UT L TY SHALL BE BORNE BY THE
CONTRAC OR EACH CUSTOMER AFFECTED BY HE SHU DOWN SHALL BE PROV OED M N MUM
FORTY-E GHT 48 HOURS WR TEN NOT F CAT ON BY THE CONTRACTOR
SHOP DRAW NG APPROVA S REOU RED PR OR TO CONSTRUCT ON COMMENCEMENT FOR AL
MATER ALS AND STRUCTURES SEVEN 1 SETS ARE REQUIRED FOR REV EW EACH SUBMITTAL
SHALL BE AS COMPLETE AS POSS BLE AND NC UDE ONLY APPL CABLE TEMS S X 6 SETS
OF APPROVED SHOP DRAW NGS SHALL BE RETURNED TO THE CONTRACTOR FOR 0 SSEM NAT ON TO OWNER
UT TY ETC
NOTES
SEWER SERV CES SHAL BE MARKED W TH A 4 114 POST PAIN ED RED AND LNJELED
BY LO NUMBER OR UNT NUMBER
SEE MECH!.N CAL DRAW NGS FOR EXACT OCAT ONS OF CONNEC ON PO N S TO
BU LDlNG SEWER SERV CES
NSDE AND OUTSIDE SURFACES OF MANHOLES TO BE TREATED WTH TWO COA S OF
KOPPERS B TUMAST C JDD 101 OR EQUAL EACH COAT SHAL HAVE AloiN MUM DRY
TH CKNESS OF 8 M 5 M!.NHO ES SHAL BE CURED WEN Y ONE 2 DAYS BEFORE
COATNG MANHOLES TO BE INSPEC ED BY UTl TY DEPARTMEN BEFORE NSTALLATON
AND PAINT NG
CON RACTOR SHAL REMOVE AL TRI>SH AND CONSTRUCT ON DEBR S FROM THE CONSTRUCT ON S TE
THE C Y ENG NEER S OFF CE MUS REC EVE TEST REPORTS AS SOON AS THE TEST S A1<EN
UPON COMPLET ON OF HE WORK A VISUAL NSPECT ON SHAL BE MADE OF THE
COMPLE ED SYSTEM ALONG WTH !.N NFLTRATON AND EXFLTRATON TEST
AFTER ALL EST NG HI>S BEEN COMPLETED HE UT L T ES DEPARTMENT
MAY MAKE AT ThE R OWN EXPENSE A TELEV S ON NSPECT ON
BEFORE THE L NES ARE ACCEPTED FOR MAINTENANCE MAX MUM ALLOWABLE
EAKAGE NTO OR OU OF THE SYSTEM THROUGH THE GRAV TY SEWER ATERALS
AND MANHOLES SHALl. BE 0 GALLONS PER NCH 0 AMETER OF P PE PER
24 HOURS ENGTH OF HOUSE LATERALS ARE NC UDED
SANITARY SEWERS SHAL BE AIR ESTED ALLOWAS E EAI<AGE SOPS
TEST PRESSURE 5 40 PS GREATER TH!.N THE GROUNDWATER PRESSURE 90 PS MAX
DURAT ON OF EST S 520 MES LENGTH OF P PE 7 34 101 NUTES 101 N MUM FOR 8 P V C
AL SEWER P PES SHAL BE RUE TO NE AND GRADE W H BE S UPGRADE HE
SECT ONS OF HE P PE SHAL BE SO AID AND F ED OGETHER THAT WHEN
COMPLETE THE SEWER SHAL HAVE A SMOOTH !.NO UN FORM NVERT THE P PE SHAL
BE MAINTAiNED ClE!.N SO THA THE JO NT NG COMPOUNDS W LL ADHERE ALL PPE
SHAl..L BE FREE FROM DEFECTS TRENCHES SHAL BE KEPT DRY WHLE THE P PE 5
BEING LAID
8EIXlING OF THE P PE SHALL BE F DOT C ASS C OR BETTER REOU R NG THE
BOTTOM OF THE TRENCH TO BE SHN>ED TO F T THE BOTTOM OF THE P PE FOR A
DISTANCE EQUAL TO ONE HALF OF THE OUTSIDE 0 AMETER OF THE P PE BELL HOLES
SHAL BE DEEP ENOUGH TO NSURE PROPER BEARING OF THE P PE BARREL ON THE
BEDD NG
ALL JO NTS SHAL BE CARE FULL Y F TTED SO AS TO NSURE A GHT WATERPROOF
JO N JO NTS SHALL NOT BE COVERED UNT APPROVED BY THE ENG NEER THE
EXPOSED END OF ALL PPE SHALL BE PROTECTED SO AS 0 PREVENT DRT OR OTHER
DEBR S FROM ENTER NG THE P PE P PES SHAL BE THOROUGH Y F USHED AT THE
COMP ET ON OF THE WORK
AL CONNEC ONS WH CH ARE FOR FUTURE USE SHALL BE PROPER Y CN>PED NO P PE
SHAL BE CU FOR CONNECT ONS UNLESS APPROVED BY THE ENG NEER WYES FOR
SERV CE CONNECT ONS SHAL BE INSTALLED AS SHOWN ON THE P ANS THE UPPER
END OF SERV CE CONNECT ONS SHAL BE LAiD AT A DEPTH NOT LESS THAN 30 NCHES
NOR MORE THAN 48 NCHES BELOW F N SH GRADE ELEVAT ON CLEANOUTS CONS ST NG
OF WYE RSER AND CAP SHALL BE NSTALLED AT 75 FOOT NTERVALS ON LONG
ATERALS
WHERE HE CROWN OF HE PPE S BELOW HE NA URAL GROUND WA ER AS E AT
THE T ME AND P ACE OF TESTING THE P PE SHAL BE TESTED FOR NFL TRAT ON
SU T NJ E WATER T GHT PLUGS SHAL BE NST AL EO !.NO SEe ONS OF P PE 0 BE TESTEO
SHALL BE PUMPED DRY BEFORE THE STAAT OF THE TEST WHERE HE CROWN OF THE PPE
S ABOVE THE NATURAL WATER TABLE THE PPE SHAL BE TESTED FOR EXF TRATON BY
NST ALL NG NECESSARY PLUGS AND F LL NG P PES AND MANHOLES W TH WATER AND
MAINTAINING A STATC HEAD OF WATER OF TWO FEET NJOVE HE CROWN OF THE PIPE
OUR NG THE TEST EXF L TRAT ON TEST SHALL BE CONDUCTED ON GRAV TY L NES
BU LD NG AND HOUSE LATERAL L NES UN ESS WAIVED BY THE un Y
WHEN APPROVED BY THE UT L TY AIR TEST NG OF NES
ABOVE THE WATER TABLE W BE ACCEPTABLE
ALL V S BLE LEAKS REGARD ESS OF RESULTS OF NF L TRAT ON OR EXF L TRAT ON TESTS
SHALL BE REPAIRED AL REPAiRS SHOWN NECESSARY BY THE TESTS ARE TO BE MADE
BROKEN OR CRACKED PPE REP ACED ALL DEPOSTS REMOVED THE SEWER LEFT TRUE
TO LINE AND GRADE AND ENT RELY CLEAN FREE FROM LUMPS OF CEMENT PROTRUD NG
GASKETS BULKHEADS ETC AND READY FOR USE BEFORE F NAL ACCEPTANCE S MADE
REPAIR OF ANY DEFECTS FOUND N THE SYSTEM ARE TO BE COMPLETED AT THE
EXPENSE OF THE CONTRACTOR
STANDARD SEPARATION STATEMENT FOR WATER/ SEWER CONFLICTS
S!.N ARY SEWERS FORCEMAlNS !.NO STORM SEWERS SHOULD ALWAYS CROSS UNDER WA ER MAINS SANTARY SEWERS
FORCE MAINS !.NO STORM SEWER CROSSNG WATER MAINS SHALL BE LAID TO PROVDE A MNMUM VER CAL DSTANCE OF
8 NCHES BETWEEN THE NVERT OF THE UPPER PIPE AND CROWN OF THE LOWER P PE WHEREVER POSSIBLE
WHERE SANTARY SEWERS FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAiN WTH ESS THAN 8 NCHES
VERTCAL DSTANCE BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTLE RON PPE AT THE CROSSING
DP S NOT REOURED FOR THE STORM SEWER IF' T S NOT AVAILABLE N THE SZE PROPOSED SUFFCENT LENGTHS OF DP
MUST BE USED TO PROVDE A MNMUM SEPARATON OF 0 FEET BETWEEN !.NY TWO JONTS AL JONTS ON THE WATER
MAIN W TH N 20 FEET OF THE CROSS NG MUST BE LEAK FREE AND MECH!.N CAL Y RESTRAINED A M1N MUM VERT CAL CLEARANCE
OF 8 NCHES MUST BE MAINTAINED AT THE CROS~G
SEWER AND DRAINAGE STRUCTURES
FT HOLES THROUGH PRECAST STRUCTURES ARE NOT PERM TTED ALL CEMENT USED
ON SEWER AND DRAINAGE STRUCTURES SHALL BE A TYPE PORT AND CEMENT
CONFORM NG TO I>STM SPEC F CATION C 50 AND AASH 0 DES GNAT ON 101 85
UNLESS OTHERW SE SPEC F ED ON THE PL!.NS MANHOLES SHAL BE PRECI>ST CONCRETE
SECTIONS OR PRECAST CONCRETE SEC ONS W TH CLAY BR CK SECT ONS TO A PO NT
2 INCHES BELOW FlNSHED GRADE RM ELEVATON
CHANNELS SHALL BE ACCURATE Y AND SMOOTHLY FORMED !.NO N ACCORD!.NCE W TH THE
PLANS CHANNELS MAY BE CONSTRUCTED OF CONCRETE W TH TROWEL F N SHED
SURfACES THE UPPER SURFACE OF THE MANHOLE BOTTOM SHALL BE SLOPED TOWARD
THE CHANNELS AS SHOWN ON THE P MIS CHANNE S SHALL HAVE AloiN MUM DEPTH OF
AT LEI>ST SEVENTY F VE PERCENT 751. OF THE RESPECT VE P PE DIAMETER AND THE
OP W 0 1'1 OF THE CHANNEL SHALL BE EQUAL TO OR GREATER THAN THE NS DE
D~TER OF THE OUTLET PPE
MORTAR FOR USE N CONSTRUCTNG AND PLASTERNG SEWER STRUCTURES SHAL
CONFORM TO ASTM C 270 SPECF CAT ONS FOR MORTAR fOR UN T MASONRY A
PORTLAND CEMENT HYDRATED L ME 101 XTURE OR A MASONRY CEMENT MAY BE USED
PROV OED THAT THE SAME MATER ALS ARE USED THROUGHOUT THE PROJEC
MORT AR MATER ALS SHALL BE PROPORT ONED BY VOLUME /1K) SHALL CONS ST OF ONE
PART TYPE PORTL!.ND CEMENT TO TWO PARTS AGGREGATE SAND PORTLAND CEMENT
SHAL CONFORM TO I>STM C 50 SPEC F CAT ONS FOR PORTLAND CEMENT
AGGREGATE SHALL CONFORM TO ASTM C 44 SPECF'CATONS FOR AGGREGATE FOR
MI>SONRY UNITS
PRECI>ST MANHOLE SECTIONS SHAL CONFORM TO I>STM C 478 SPECFCATONS FOR
PRECAST RE NFORCED CONCRETE MANHOLE SECTIONS AS MOO F ED HERETO CONCRETE
SHAL AT AlN A MlNMUM COMPRESSVE STRENGTH OF 4000 PS AT 28 DAYS MNMUM
WALL THICKNESS SHALL BE 8 NCHES !.NO MNMUM NSDE DAMETER SHAL BE 48
NCHES THE NS DE OF ALL MANHO ES SHALL BEAR THE APPROVAL OF A CERT F ED
TEST NG ABORATORY WHEN DE VERED TO THE JOB SITE
UN ESS OTHERW SE SPEC F ED ON HE PLANS ALL JO NTS SHAL BE MADE W TH
NEOPRENE OR RUBBER 0 R NG COMPRESS ON JO NTS MI>ST C JO NT SEAL NG
COMPOUND OR APPROVED EQUAL ~F'TER I>SSEMBL Y AL JO NTS SHAL BE FIL ED
W TH MORTAR AND POINTED TO PROV DE A SMOOTH SURF ACE W THOUT JO NT VO OS
THE BI>SE AND WALLS THAT COMPOSE THE BOTTOM SECT ON OF PRECAST MANHOLES
SHALL BE OF MONOL TH C CONSTRUCTION 8 NCHES TH CK AND THE EDGE OF THE
BASE SLAB SHALL PROJECT A MINIhtUM OF 8 NCHES BEYOND THE OUTS DE 0 AMETER
OF THE WALL
HOLES FOR P PING SHALL BE 3 NCHES ARGER TH!.N THE OUTS DE 0 AMETER OF TH::
RESPECT VE PIPES AFTER THE P PE IS SET TH:: VO 0 SPACE BETWEEN HE PIPE
!.NO THE HOLE PERIMETER SHALL BE COMPLETELY F LLED W TH NON SHR NKlNG QU CK
SETTING WATERPROOF CEMENT MORTAR /1K) STRUCK SMOOTH KOR N SEAL BOOTS CAN
BE USED I>S AN ALTERNATE
THE MlN MUM HE GHT OF PRECI>ST BASE SECTION SHALL BE 36 NCHES HOWEVER NO
HOLES FOR PIPING SHALL BE CAST ESS THAN 8 NCHES FROM THE TOP OF THE BASE
SECTION OR ESS THAN 2 INCHES ABOVE THE TOP OF' THE BI>SE S AB
THE CONTRACTOR SHAL FURN SH THE ENGINEER SHOP DRAW NGS OF THE PRECAST
MANHO ES AND CERT FICAT ON FROM A TEST NG LABORATORY FOR APPROVAL SHOP
DRAW NGS SHOU 0 L USTRATE AL DIMENS ONS RE NFORCEMEN S AND SPEC F CAT ONS
FOR THE COMP ETE MANHOLE
RON CI>ST NGS SHALL CONFORM TO ASTM A 48 SPECIF' CAT ONS FOR GRAY RON
CI>ST NGS AND SHAL BE ClI>SS 30 F'RAMES AND GRATES MAY BE CLI>SS 20
ALL CROSSNGS SHALL BE ARRANGED SO THAT THE SEWER PPE JONTS AND THE WATER MAIN JONTS ARE EQUDSTANT FROM THE
POINT OF CROSS NG P PES CENTERED ON THE CROSS NG
WHERE A NEW P PE CONF CTS W TH AN EX STING P PE THE NEW PIPE SHALL BE CONSTRUCTED OF 0 P AND THE CROSS NG SHALL BE
ARRANGED TO MEET THE REQU REMENTS ABOVE
2 A MINIMUM 10 FOOT HORZONTAL SEPARATON SHAl BE MAINTAINED BETWEEN !.NY TYPE OF SEWER !.NO WATER MAIN N
PARALLEL NST AL AT ONS WHENEVER POSS BLE
N CI>SES WHERE T S NO POSSBLE TO MAINTAIN A 0 FOOT HORZONTAL SEPARATON THE WATER MAIN MUS BE AID N A
SEPARATE TRENCH OR ON !.N UNO STURBED EARTH SHELF LOCATED ON ONE S DE OF THE SEWER OR FORCE MAIN AT SUCH AN
ELEVAT ON THAT HE BO TOM OF THE WATER MAIN S AT LEAST 8 NCHES ABOVE HE TOP OF THE SEWER MAIN
WHERE T S NO POSSBLE 0 MAINTAIN A VERTCAL DSTANCE OF 8 NCHES N PARALLEL NSTALLATONS THE WATER MAIN
SHALL BE CONSTRUCTED OF DIP AND THE SEWER DR FORCE MAIN SHALL BE CONSTRUCTED OF 0 P F AVAILABLE N HE S ZE PROPOSED
WTH A MNMUM VERTCAL DST!.NCE OF 8 NCHES THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER MAIN JONTS ON THE
WATER MAiN SHAL BE OCA ED I>S FAR N>ART AS POSSIBLE FROM JO NTS ON THE SEWER OR FORCE MAiN STAGGERED 0 NTS
3 AL 0 P SHALL BE C ASS 50 OR 1'1 GHER ADEQUATE PROTECT VE MEI>SURES AGAINST CORR S ON SHALL BE USED
RICHARD M LABINSKY P E
REG 34866
~ ~ "-'I ~
~ ~
~
~ ~ ~
~
0 0
Z W W
~
W J U ..J
~ 0 w c(
c( a:: :J: u
0 a... u V)
~
~~
~~
VS\3
~~
~~
~
Q)
rn CO
OW 0
Z ~ ~
1-4 > "" ro
"~ VJ ro
~ W l"-
lf1 l"-l"-
O-t W ~ ><
,,~> <<1
~Q~<<1~
~~~"d
rn~Q~l"-
ZQ)><8ro
~QQ)~CO
<( ~rn~~
~ Q rn "ro
~~~ro
~ roOl"-
~O ~-
Q e~ ~~
~.+J ~~
<(~ O'J
~~ ~W
8Q Q
~O 0
o ~
~
SHEET
z
o
i=
a...
0::
u
V)
w
o
~
~
~
~
~
~
~
~
~
~
V)
z
o
V)
>
w
a::
w
~
c(
o
~
~~
~~
~~
~~
~~
~~
~~
vs~
~
U 0)
Z l{.)
I-t 0)
CD
~ I
:J ~~
o ~~
tV l'-(\')
JoIoIQ~
O<(\')><
~O<<
....:I~Q~
OZI-tl")
o ~l{.)
OOl")
~rn....:lO)
O~~I
O~ ,,~
~rnri!~
m ri!(\')
~~~~
ON~O
Ql{.)rn~
< rn'-'
~ ~~
~ Z
o
o ::r:
~ ~
I-t
NOa
2of5
..-
~/
..-
//
\ '.
'., <, '\
\\ (;t\,
~\ \' \
.... ;",,; \
~ \ '~" \
, ,,~ }
" n., \
\ :9"~'~
\ .' \
\ .
\
....................
~.........
..,..........~......
/
;/
I
I
/
I
I
i
;.....1
"
,
,Xl r V I \G RANGe
,- ./
\
\
\.
\.
,
...... .
"
\
...
\
\
/
...
"
'\
\.
,
/
...
,
,/
./
.../
\
,
,
l\
,
'.
......~...........
..,.(2-/)'.
'Sf; -<:>
.<~/~;..
",
.......
"
,',J.'
I
\
\
.,/
/i<~',,;~
,~ '" {( /.
"
...............
;.P""'\
,,' , METAl. sn? lNKl ft(?
',,_ _'__, _ _....-..../ ~~~/i"", :"',1:,;':'c
"
....
....
Ex. f"r ,., '''.
...... l"uJf~'C'
..........
...........................................
..........
n -....-...n..
\
\
"
\ ," .,,0, J
'<'
,
"~'i
,
/J
\.
\
\, '\\~
.s-a...
'..... "
'''-,
(ii,1
'"
..4'1.1
,
,
/
/
\ ;
~;:>. ~ fji).~. .... II
"", . ", \ ~
, \,
\ \
50.0-
...
/
/'
,
!
">
\>
. '''' .",/',:4!J.. .'?
/-'" \,...
/......
"'~,,., I
__' __ .t ..' u' 4[;"
..............
!
f
m..-.. w ".: .'~9'~-6i'---""" -'--- "'''7 ......mu'-' on
49.8(1""
4 r ~;-
\
\
\
\ /
\/
r
,
,
\
\
\
/
....., .././
.~ ...........~>....:: .~:.":~''''......".... L....~.f~:f),...../,;'/'
......-/.....r!J'f(
\ \
-1 \
,/1 """."",,'" ".".
-.....- 0 .....A.:"
-.....".,," '.19 {)4
"" ..,.,...""""...~"".".....""..,,....
_....._......--......... ""'.~:::::;9~.;~........._i_-- ...................
..... ;:.:;
..........~. .......\= ~fr.36""-
....- .- .. " ........... ........-......-. ........1
~
.
I ; ,,_,.;--..-;- .......~.... ....
.. .1,,-----( \"
~..-'. l \
........ /".- ,;~ . ! i
[ i
! i
! A;J
LW'!
. I.
f ! ,,*
f J ~~) . \
I ; _:""-'~'--...... \
f 1/& ~\ \
! f ~~' '. \
f ,./ ,;:; \ I
...........-././;. "
y /" ~......._..... .-_..1 !
"....-,,/1/. .,J. It -..-.....-/....-.-..........
- .-.....-"'...-.... I ~. 01-. () ~ ) """-
I,." ...#":..."J;>/ ~<>" I I-;
,-) ,.- , j 'i>~
.J....',/ I ~
1./ Qj
ffi1 e l
Y~I {~. I
/f;; " I
/ !<<:! /
'vi /
f h. I
i~' /
! 1';;1 I
' ,I
! Il<l i
I ; I ,
! ~~i
; ,
.....""'.---
./....".
I
/ ~
/ ~""
/
../~
,.'
~^
- - ..-:: ;;:'~'..~. :.'Z"'; "" :-.: .;.. _': =:'. :;_
'=<< --," "~-- - ,-" =-:~~ /; "/!... jJ~;,__. -.. ,.;:'::'~< 1,:":'" ;.:_.....
~.......... ................ ...._..L~:::.~!.\?!!..... .....-....... .......... .......... >~......... ._~"...
,
..' ;.:.......~:::.;;..:.:.:.:..':... .;...~
.....~...... .
............... i
~~.
\
\
\
\.
\
CONI: .
(,t.!ir8
1>
{>t.
...,,~
.#'
'1-
\\
"~.:-::-:.:'''
":::''-.-:':'''-:::;:;''-::::--..
"J
~'
~
e.\>.
...;.~
~
~'V
.;-::...:....:-:::::....-:;...::::::..:'"
/..
;
,
/
/
/
:;1; ".._ ~j
,
. .......;
4;1- 9. ;?
L....~~.$ -..~~:~
'k(. ~...::: . ~ ..,
,
..-..... . ...::~:'::'{: ~...~?:!:..~ ........... .. .........
I ,., ""\
\ .#"
\. \'?,/
.........
e ~,
,~
%~)
6.<.,..
.zv
,'if
'i,
;
L...:\ . ............ ........... .......... ........ . ...............-. .:. ''''),
".uAg.. 45 49.. (;;J.... \
.. ""...-1 CaNST. 4 '
.,..,./-'--- ! CONC. S/W
~...... .. ... ............. .........,..,J ..' I
\........"...._"....... .......... .............. ".... ... ..... \. ." /r........"."... ;'
....1113..'... ~.,+' !
.r.,....." '~,' 18. n~"'1
.. ..... "............".",...... .>l!llIl. CaNST. 4' x15'
'.. . ..- .. 4" . ,If BAG DROP
....;.!{~.~\,;.
\Y;- ..'Q......
.-ti ~ r ~
C!..\H~ ~)~.:t.(y..
......f. ~:~
f < f.....
(f E.~';v ~4:-f.. ~J
-"1
fi~>P;.:f-:. f
.....-....
.~....... ... .~....
~
~~'
~;
~~; : ~<>,
l/
/
/ .
/
/
/
/
-/,'v
,:. e
~ ..~
,,~......... +,:#v
"\1>.,
.........
,-
""-,,.
//''''''
f "')
1$. /
"
~f';.;"
,~
J."
.; .
r" ~ ())
i
Yo
;'<,+
, ~.
,;jVe
"
,
"
//
,
~~v
~'''''
/
,
/
. ./;Ij.. {)
..................
.......
...............
l..
/
/
)
/
.../
/
S ".""20'"
55.6~. ._...--....
i
............;.
.......
/
..' .
~""
"~
~"''''''''
",
..............
.................
........".
" .. ..~..........
t NY f F(()Nf~!~ N J Ai
......................
~::,..
"
"
........
/i ~!...f.!4i r f"'A://- 14/,"0\' r
.1..../''(,
'>.
''-,
Sf.'It.... ~
" '\
\
"
\
..
\.
\
\.
\
\ /_....."''',....+...........
I \ ~...
..,' .... ...__........,j...~ . > I
'k K ....-51.6.5 -............-.."$
\, : .....~ 1.. 1:) ., 1. 8~..'" $,''> (j/:!...../' ~
. . .. ~ .,L' Z j
r.. ......._.....J
~! I
1.. .......... ........ .. ................. .1
I
,
=1 !:/
~ i ;,J
-...................../ :
; ~~
._-..._......~m..1 jl~{Y :
1<,1..' ;
i 0....
I .
.............-{
5J~ 12-...J\
-..........-...........1 \
1 \
! \
-.......... .... ....................~ t
! i
.. . ..........-...-1 \
j \
I f--._-/ \
.................. -,,1 / I ,...... ...."........... .. ...-..- _...j \;(
~ f:" ..-........... I 52.. 81.....-1 , II ! i .... {,.\
I J ' \.. r,~...,_-::...I -
.. ............... ...... ~ ...
I il "~ .. . .... .......-- _ ..............."...... i
r- _.._.~-- ..-, f...J~ If.'~ . "'""'! ; 0: ~ .
[ ! .......~ ........m'1 f I i ~;! ~-S
r ~ . ; <.n. ..J
,i _>>.~; -~:~~~ :';0 11" . I ~ .. .... ...... .... .., " ~:: :1' ;:::,
'j; '^~. k' K',,,,,,w ' ,,', .!."".. ",0 ............." .... "," ,i !.c.:::';'" "it "~AA... :,' '^
.p . 2: ',../" .{...\ ............-.:< ....52. SE .,;., "" .... , v....' .L ~ ......, .'v ~,
\"\"\,\' , "I. .... ....................,.:,....... ...K"'. "0 '- ! .'."'. ..'A""'1\i' ......................J-.-.",. ". ,;55:/S,5f-....-...~.__............! il. ,.,1. 'r,
/ ..~ '..,.~................""...................../f/ 53.02........./ ....-.........."" ".. "''''_L .. ....~........J. / ~",.... -. ".._< .:>..--- ~ '>..w ~;::
\....52.62 \.. ) 'i t~); ..
\ ............--..........-. ..~'-. ......~.. "m......."/' "X 7:"10 5.3~91' I : '53.."N.) \ / \,..~'~, (~
10'R \ ',..6),2'5 )", 0--..."./-_.._...\,1 i/ \....,..,.. ........,........... 5S'6li-j' \~ i ~
,,'<.'- .'.........,--_.................. ) _':'...".... ..r '!If.. ""
/:,- Lx \'''!;3JSO ......-.....-...........-. ....;-/ ~..... dk 0
'>, ~"'" -~-.......- L~...-SJ<';.{) ~ t.SPI-IAL r D"1 . 5.~. T~ /.J
........ rr.l>f 0 :.,..~ ..../
" .......~.... '.\ VS' ~~~~~~~;; --"." --- ~~~'-~ "': f-
"~l . ..-.... 3041 R ..__...__.._............<~::...~:'.~_........._.-............h.. _ _'" _... ,y""_'-'''' ~'O r"" f/ ~'~>#'
. ,,:>. \. ...-.....-.-............._....... CaNST, CU B..- _"__ "__.. __"'-.._ :', "" ~ ",
30'R '''-. ...........RE.TURN PER '" 5:}..84--... -...- . * i ..,";~
..r..::E:f:.;Jll INO'tX .'300.......... ('" END (}f J44!?,v,', '\ "l/i ._" _, crow' 6 ,';''-1'
"- . '''' \ Rii!;'l.,"l~;"" \ IV"'v,::: ,.,"'" ~.~~,.' ",~,~./
.. '1-'-......._... ~ ...~-..'\_....JrArFP f4AR/ ~ n~'1. , CU/?fJ e"'" I ,,/'
1'...... .........:-:;:.::-....:....................... \ ..... ( !r =1',-, a .<<'+' . ..._..._...._.-.........-.........,,-..".......+.......
i O'?~ r) ..It'II..... ""-~"_...c" I \ ~ ::.;;:; I ,M""~' ................"'~fJ..~r........._........."....." ~
..) 29('E 10,....)r~......f.~ ..~...;-.. ........ ............. j e;:/[v' ~)~~. '" ~ ~.~ ~
U,) ....,"j.....~.... .....,<;" ,;.. '_.. i, ,,"\? . ~ ~ Ii
.-.~~4"4:~ . }f........ .....5.J~:t#. ...~~"!..L:. i ~vi......... ~ :
-..,;;,g"'.?j.....-.... _:='.::~-:."':~~::-" <::. .. -"- ...... :... "- ".......~ . '-.- . .:1 .......53. 9 ^~", ~ ' ".
!IE iF? PEe"'x <i :-.::::~:::...~~..w~~....-.'l'''-W~ ......--........._._ -4":"--..... $ y ~ .......-.~...._.n..f"_.....................
. . . S'{ OJ:' 11>1-.-" '::ij;"'1 ;;:.........;.. .~w__<_~.. ...-.~.....- '" _ ;;..-::-.... ~"c;4, sa 55, /Jr;..., ...".,,_......~_._......._......._. \
EX. TYPE i'-<<f1.1'r'~URa. '_IVAi./( S2;''fi~ i 'i!:L1!2 ......._............::.~,,<__.::.:-.............._..82u 53 r 3" "w 2;;-"'-'" "'.............-."."...-........-." ~.- WATo~ M/i.'rER : Wf)[lt) $U,-
TO BE REMOVED '...1'( E'1l SF;,Jt'" hI>' . '..1 5/l,,8j .........._._.~.-..... ..-.-... -:;,. .._.-.......".':;..Q.:..J4'."""....~;.-:: -L-55.Si/-IfAr/;'f{VAfW ; (N;;r~i.f
CaNST 3' VALLEY . .'..,~ ! ~) f \i.l:..{r, . ." .:;;6.::::~...:s.: ......-\'(^....~..;,.'.:..eL. ~' "~_......- . ~....._.._. ......1._........... ........a~
.. -" .. (,. i 53,.:t7" iJo r -.......,. .. .~'......._ -.....--.....--..-....._.. $1/')/::/1'04/./(-'- -.- ~ ~
.......1;........ ....... CROSSING 1 '-rf./N(' /) ...d..9\?j':i,,~-....::"::::':..~=~~~....._.__:..__.~5IL 11. ~._.-::.;
. _. .. . .... . . ............" ! . . , R t V~. AJ>l?l)J.; 'J:J:7'i' ......-.....-.. k~ ---~.-.. _.~....._.....,e~.-1j6, .{P.
LoNGJVOOD- ~h~":~~~ .. _.. . _.... ..~. .. ._...... j ....~ ~~ :;\~i~~ S ~~~P BAR "!f~77~ -"-'-"-JJ?~ "~'~7'?:~~~~~Ji
"..4'aU'4...a-.... lla.... n -..... -............. ..,,25 LF - 6- DOUBLE YELLOW APfWN' Sf>":
~ f8..R.NQC() ,........."...."
PARKING
",
~........~..
............
...,,,
...~'-:,
~ .......
,.,
,~
".
-.
".
..' .-
'"
......
.....~, -.
: ..........
,
,
...;
r.
! .~
, ....,
................... j
'.--It)
.;.'
.....~.....
...~~....,.
1-}'>~ '
'\
;-;~ <t'
"
\
\
\
'.
"
~C:I
'.l-
",'ttlL_ ..,.
~~v
'.,
~
Q
>.....~ .
"'/
, .;
h .'< ...1/
:;; ~i 'f.
;..,. ~i. ,'(;,~
.......['" ' ,.,
,'-'-; ( ,
I'" ...' T...-...,......
:"'r .~ 1
Yi! 91.
............. \
.- I,
........-.. "'-"- ...-li::;;! ',1 0' R
~ 50. JD---fT ~..., ,...._"."..
~~ r: II .......................
\,y"'''- '.') j. L.~;i). f;E II
. ! ' "". ........, ;:)(
..(~ :\/ fFi Ff>/,sCM?" ..../K/. ......- t x.. 1t(#C, A.. i~
'. '. A /',.. ,>;;" R"'''''~''''v" . ....
-. 'V......... ~s '4~1 .~;;t.r"fllY'..; I
~?, I 'I.r."f:"" ^ : '.f> II )\~~ I. ""
"1 ,.~ 19 I t;) ~~;.! \../....5()~91
: 1,,'" \"" ".1 r
. . . . ..............". ........... .~ I J : \. " ..... ..... _ /
~.. ._.~...... ...;: l....m0.S(J. fjfj
i
I. ......... . .
f
,
k::=:-~.~.~ ~:: ....
\ ,~.......
yr'-..?'<;",'
..,,/'
."'......."_..,,
'>.__s.... P6
"BLACKOUT EX I ST .
STRIPING THRU
THIS LANE
.... t.1
.....<:
~Io....
\ ::;:'.'e
~ Q.'=t;
~ v~~
\ '4Z'l:
\
\t
\
\
SAWCUT AND'" ~........"
REMOVE EXIST.
P'VMT.
'.,
......
,
, ~
~~:v
, ,
"
{/;..
"
...
r---.
{
!
!
!
f
e;
.to;
~t} ;
....... ........
.............
v"(:' 1 ~ [j l
Y' ,'"........"
, ......
,I .....
I "'.. ,.. hh
~. \.~ ":)f,.<:'I-
';;f~e5.../ \, '.
\/
~
.....
~
7!
"-..
J
i
!
I
I
I
I
l
I
,
\
, ....-....,..........."'1'.........7
f i
<~ !
~~ .
5f, 71) ~,.>...... .
::- ~~".. \
, ",5 It ,25 1. SO "':>' 4......;.
1 '1....., \
~ . <~ \
~ \
~ ~
~~ \
\
,
l~
I
t........ ..
V..1jr,. aSi
:--..... .....
EXIST.
t,:;:
~t
so 52'/"
,.......-...--.-
r........."... ......
i
~, .......... .-..
I
1 a'
3'R
n.p....J'.'
I..
.4
~
n'
tl;:
'<t
NOTES:
CONTRACTOR SHALL
AND REPAIR ENDS
/
\,.">>
~
T.
~~
ypziP
"'~
"
f.
".
<~
~
'(.(
:~
1':4
:..~1, 15 ..........)
I
J
/
(
:Rfe, 1/Z "1. R.
II. .8. fi8 j
-,
MAINTAIN
r
c w/)oo I.. IilFlr
POLE.
~:-<
l..J.~
,
\
1....._....._..... .
i
L... .......,...
i
\
I
r.....-- ...........f.
t, ';" ~
\ .... 5/.. f;~,
I
\
......71
;f~ i
<~ :
~1 \,
~\~.
8
20
of;
v;t.-~
~~
~
EXISTING
.............5~c ~ O'fj
,
~...),. !j().../\.
'.......
5J. ~;;:/1
>.t
"'?
>l!llIl..S '0 A
w,q)- -A.'. . .. ....:llIJWd:>~ .... _ ... -""
<l:;,,,'.r '? s.'~
...... ,.",.-.-pr.... ,e,(;,
,.,.,..............",.-/ .' ".,.,........,..i:iI....~~. ~. ..'.._....
............."..;.
"....,......__...,.;,.-... A~
,.._......;";'
,..,..-
/"'"
/
{b
30
I
15
I
CLEAN OUT
AS NEEDED.
DRAINAGE
LOT TO
,...r'"
ALL WORK PERFORMED WITHIN
SHALL COMPLY WITH ALL
AND SPECIFICATIONS AS
THE SR 434 RIGHT-OF-WAY
FDOT CONSTRUCTION STANDARDS
APPLICABLE
v'
r~';;,
. .("......,J................ i
.........("/"-61. JS
~,. \
'~.t : '\
.;.... . \.
'1~
................:~
.,,;
f
:' f. " e......~.~~..!! i"~' >.J 'o~.
.. (i)'
ALL PAVEMENT MARKINGS SHALL
PARKING STRIPPING SHALL BE
RATED PAINT
BE THERMOPLASTIC.
6" WHITE FDOT TRAFFIC
I
\ OJ I
~'-' I
( .../
v'
........
, ........
..........
....-.. ..
"y. ....
.... ......
'- -. .....
.~. ~~ .~;:;;;.:;.;;~;:..::;,.:;
EX. CONC. DRIVE TO BE
REMOVED. CaNST. 6" CONC.
DRIVE UP TO ROW LINE.
3000 PSI MIN,
....... ....
.-......
..;;;;;::,,;;;;,;.;;,:;;.;;.;;.,;;;;;;;;;;,::;;;;;;,::;.;;;.;;;;;;,.;;;:
..........
........ ....-
-"'":--....,,.
'.
",
,
\
\
\\
\~ \
l~ '\
~~ 1
/1/
Iii
if;
" .
~: !
ils
iii
ili
Ii f
g!
hi
;f;
HI
. ...- -..
..-.....-..
. ~....... ..............
............ ...
...............
-...........
..... .-....
............-
........ _....
r.-'...;;;;;.;;;;;';;;;;.;;;:;;.;;;.."..... .....
./:' ... .~ ~~;M-;'~ .... .... -..- .............
~/ Z....1-'h..c~~.... ......_.._...._
1/ .-""'.."'"''''''''...,..-
!.
fIG
I' H
i n
Jdi
"iI
i ~~
! ff~
. Ii'
fit
!h
id
//'#
f
'-;;:;;;;;;:;;;;;;;;;;;;;;;;;;;;;';;;;;;~~:~;;;;;;':;;;:';;;;;;;;';;;;;;-;;;;;;;;'-;;;;;;;;'7":;'-;;;;;;'"
E..;
~
~
~
J
If'
t'
~;
j
l
o
II
30
GRN'HIC SCALE
"-30'
60
I
.2'6;'.1'5 .
'*
f.."" ~
,
)
/
i
I
,'/"
,
"
\
..
,
-.~.:\ V. C. /,.--.....". ^
.. '. ............... /,// 4~"
...-.,,,. ......". ''''':'''''''''~''''''~'':''::'';;;.. "
,.
~"""
''',
~..~..
" '~""""
~.. ....
........
...~......
. ,,~.
1(')~ Y;~.'"
:~..,...,..-'''\~ ~ .-.... ....~.-.._~...,.
....;P... ~..' ...1'\" ...........
........- ~- " ',.....
"...-'."...-' ,,1.. "$6'
._~".,.,......" ...~.......
........... '.7-f...
ALL
EXIST.
CULVERTS
CAP
PATTERNS
IN
PARKING
LOT
REMAIN
EXCEPT
FOR
CHANGES
NOTED
/2.0
I
'-. -...
" -- " .....
~
~~\.
\~A
.~.
,\'S:;,
.:v
V"~Q
'9(
n.
'/~'~
RICHARD M. LABINSKY. P.E.
REG.
'. -~~>..
"
.... "'$,.1... _.
~
~
~
~
~
~
w
~
ct
C
o
z
-i
o
0::
0...
~
~~
~~
vs\3
~~
~~
~
~
m
rn CO
'(1)
U C) 0
Z.~ ~
1-1> mCO
:~ ~CO
ri! Q) L - l.'-
.rn l.'-
~ t\1
.bD~l')~
~ ~.~ tt1 ~
~.~ ~ rtj
rn ~ Q .~ l.'-
Z (1) >< 8CO
~ ~ (1)~co
<.~rn~~
~~~.a~
· ri! 0 l.'-
~ CO 0
bDO ~ ~
Q ~ ~ bD~
~~ ~~
<~ 0'""
~ ~ ~ Q)
8~ ~
~O 0
U ,.q
~
SHEET
~
~
~
....
~
II
~
~
o
lLJ
~
U
lLJ
:::I:
U
W
...J
ct
U
V)
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
z
o
i=
0...
0:
u
II)
lLJ
C
~
~
~
~
~
~
~
~
~
o-s
~
~
~
~
~
~
~
~
~
II)
Z
o
~
>
lLJ
0::
o
z
w
~
ct
C
~
~~
~~
~
~~
~~
~~
~
o m
Z lD
~ m
(X)
~ I
:J ~~
o ~~
rv l'-(Y')
IoI-IQ~
~<t")><
~O<<
...:I~Q~
OZ~(Y')
~ ~lD
OO(Y')
~U)...:Im
O~~I
O~ ..~
~rn~~
~ ~(Y')
~~~"
ON~~
QlDU)~
-< U)""'
~ g~
~ Z
o
~ ~
~ ~
~
NOD
3of5
/
///
/
/
!
;
/
~,e _ _~ "../
"
/"
/
/
/
/
/
/
/
/
/
/
/
/
/
/
(; ".~ .,....
<4(::;)
},<...
/
/
/
/
"
,/
/
('
,
I
/ 4$ ::
"7"" "',
47', ~
"./,,,,,...
/
'\; ....n
"
,/
",
" ,I---,~ j;~'"
,'0""
"",/,>;Y/^',{~'''< ;""''' ,
"....//
:...: ,'.:'::--."" ...
. ". .;..' -- 7" .. ~'"
..', ."...":....:
/'
/
/
/
/ ".0
/ ~:,:"
I
!
!
/
/~1j
//
/:~..4
V
.{.(,~"'<f"
4 ~1{7;:h,. r
",,- ..~
~ f
~ \ /
I, ~ /
\ \
\ \
, "
""'\::::'~;J:'>i(,"'''' , '--"" , '" .,,,_,/~1<'~:;;;:1"'"''''''
4<" P1',
"~;:>;,';;';:~:;~~~~:: '~-'" '
_." .
1/:!~ J;(
Cl...~~': ~';l"4f:(~t'
W -l ~.f (. ..",
I:: /':['I.~1"o~
, ~ >.. .
"
L """", ,
\. 4[;,?
.../.
;8:',> /
"
..-.......... ..
"
'1,'
~
.I
,."".n..'''''__ ..
"",.., " \" ~ ~/'/'
,,_-.-.--..---.:~;;c~ it
. .. :fX~/:;'....
I-.~~ '<!.~
\\~ l~;}:\
'\ . ~\.
.\..:;~;;., \
\
/'
\ \
\. /.. 419.. ;:;-t ;
/)( ,
\
';
.,
f
I i
\ r'~ ;1
\ :, ", I \
' ,. > R
" 1; .! / I'~",,~ ....,.....,,P'...... \. ;~' TAi. 5f'fI{N~fC
' -- , / I "" ___ __ """'" ,0;,__
' -- ''''', , .. . '''P.'
\ ,; \/ '. /-1" r . ". ._...........,,-....""'" \
',1 . /. "-., ._ ~ '''.1
\, ";,~,,:- '.......- ------.- : ~~ ;Nr--:'~ -,~: ~::"~ ~^-:~A" - - --.- _-~/-------- ./:;~ ;,.."";1"
./ \" ,.~~,....~,.,",..... ,~,~.:~~....::..",. I"" i' \(;',c_ ,...~.~~:!~."'..."..............'" ~":'::k, ". ~r.,
" - - .---.-_.u ., /" ".. '-
\ -M." "'. .., """ . _._ . / "",
5{/,j,,-, ,,~ l \ \i"- ~:;:~'=- '= c:.:c%~'~~cc_-=-:=-_ =~-#.~=-c:--C"'--=--=--_~,.~-=": 2~'T;;;:~ ~~.
,,... I 1.\ -.- "-'., 1-.7 'M' .L"'''''' ~.
' \ '\ ), i.."" ",\-"'<::--:-:0 ..., , --L;,'~ __'._
' \ /!, i." ~ """'" , M. "'/.... _'_. ............."'. ."".......... .~
"'" \ . ". .,,/ ,/ i '... 4\ . , 1Ii.
. ~~'.~,." "."::\:-'" . ".SO ""<-Y N ''''''''':'-.1'',1L.. _'___... _ '. .__ _, .,-'
"/ ~'. \,\....../.....::1L~-.;::,.:.'.+.f::::. -.--.-. -" "
-----C,::,.- :':':::=~~~--:\ <:~ :/'.. _i-------', \ /.:---. --- ----:~ i~
- // \, ,I . ~: !v'i: 1 \ I . ~_... , ~',
................"'....._._.........."...........".......,.:'4~;'~.;iF....'. 4~:~,,::r-.-- .---'- ~" '!'~'f-''''__ - .';.._._...---./.~ , I .,-' \ , , '~, I i
,. -, '--", I,. \..:...., '\., ." ',.,
--...."::/4,.,, < -=-=-.~,.,"='~.",\v ,u'! '1';' ,Y ti ,t",: I "A' \1 ~: ~
/--0 "'. ,r,. ''1 · . ..~ _..""tv II ~
' (( '\ ,. ,- =.)/ l' I ! ~ i .. ? /. ~
". ,. .....' . " . ";rff, J' I' ---. ~i J , , v..,
:':~."."::...::~=::::;;:5,:J-..,",..~::::~~,_,=~_,->_il I ).I"'~'\ I ,"'.! \;
'".". --r-- """,,, c"",,. ;'::-,"r' 'r -:';;"'0. .'- "-"'" - -'"'' - . ".-""'L7( ,~'" "-."., '/-I,-..,_..j__. ----,--, -'___ ___ '{f.,"L_.~",...,......_. i
' " 4 , /' - - - A / 'j _ ~ _ '. _I, "."":~/:"'."-f"-"-"""" "_ ._ "\,,. _. ...... ......."...,.
~ r---- - ,- -- - -, T-' '}' -.... ---,,--- -I -'......... ../-- Ii" ~-", ".oj.-' , ! ! ~I'. .,!' \ ".. I \ .<; ,
· i , , '. ~- . -" 1>"':/ ~/.. l' .,. Jl _ ~' I I, \ ( I \
HI fX".r"" ONF i 1 ['X1S; U\iG I ",<>" /!(~/k, ~1~' // II: ,,___~/ _"', /I! \ \ ! i ,"'-,,_____ __ __///
0' S 'ORy "Ii 19"""" ! ""! If/ ".. /', " \ I ~
"" ......-..., 'U+\Tr'PY'''i:- 1 I, / /', ,f l \\.-'"
& ' QI r ! Ci S ~ ~'-. i.. " .. . .... -". .. . 'I 'i' , .,
~ i Ri_ s m'JOMS 't I '. ~~ ,') ~ )~~1";, j- '--,'" /' ;,!.<~"I (2) // ,. ..' ,(J- \ i , \ \ \. ..__
. '-"'HV. "r. n 11 I ! ''We !.. . ,........ \, I ! ,\ \ \ "
< i ;;, , , '" I' '/ I. . ... ..-'\ { / " \ . ,
-1 liJ !.. 6-Fr!-.---"", / i.' I (_, 0' UE PO~~);.A~~~N .-' ,..... \ / . \ \ \ I' ....,
! iiI' f I;;} ! [)I)Msro? f / '" , J i" 'D R. 101'1' ',K, . \ ..... .,~' \ L~ . , \ . "
I ! !, f' -, ~ I "'" i .'1 i '. / i \ , ,\ ." \ \ \ \ ," /
I I '; : '" f' " . I ;""" I! \ ,..fl' \. '- '.~
' If; ; , '! ~ \ .,' . , \'", "'_ I i
1/---- -. -'- -- -'- " - - - -, ..-'-- P;;,";~-;:--;-;--~--e-,,",-'d'-'_"_J I I, \ , ;' 1,\ " , "'~' /
' ~ -~----- - -. - .",-2JI=C L '... "'-- ,."",. ...., , f 'I i " !I (: /". \ .- ~ ~ .....,
r- , ---....-....__~"'" '- _ ""- i I; \ J' -' : , """", ~..,_--
' ,.! "" - - -, ----.-- - - --,- 1---- - -- _ ~-... -I' , \ .. "" '. \ _'.
'. ,. ~.--'''---- ! / --". "." . . -, , / ' '\ (, ,-", ,.
:::: .:;':::~ :;;;-::,']-- r.:- ":-::-: :.: : -- ~ - - -----:11 :::: '\ -~: ~I: ":~,I"': ,,:~..~ ,~: ~~.:~::~,;.~.::;.~ >I~:;~..( ~..: ~F..~ ::'_ / ," \'.p' 'SAN lIAR Y ", \ : >\
-- . --.' ~-.'., i ',l; "', , , ,... ...... \-..... ". \ ~"ANHOU . ... ... '/ "n> \.
".. .."""""''''''-' ,..~'..., .l".." .. '. . "... ", .. ...m) '.l '''';' , , . ,. _ ~.. , __ '.. .. .""". N , I '-, ........ />
-- , '" ....' I i '- - -'... , ./ i ". ~~'"" ~5., ,_____ .'
~ "! "I--.. I - - '''j -:-",,:- . ___ \/ f""" , . \.... ,___._. /
", i '--......; . ! '0:... I _'- .-
j \J '! ______, ,_ , _ _,.. _~ ,. , /
i f ....."~'~_ : \, '__...;:, ___,_",,' " /
! I' i -... : ; I /,' . _.. _ ' /
! I 1 · ---............ ~ ~ D~YPE ! 1 / II '< ~R~~" ---::./:"'" _ _ --.! "'. v. c. /-:,0, '....
! Ar \- -,;;;:7------..._ '.. '---..," I ~ I "'. ".;p.-< '... --=_..:---< "-'Ccz . .. _ , . _ _::..'
-, " .. " "'" . 'I f. .... . v _-..~--. _'._ ,
~".'- '-", I '., "". """.,""'....
' , ", . , " "-
1,.- "....~ '" ". , " , __-'
\\ -' \ ,"', , ", \ i --..;-. 0" ,.."___~ _,. _ __,
"--/ \ , " ; ,. ..~~, V ~....,,:
' ~,.". .. '-20 \ "- ' '-.., ;.. ," ,_ y .. .. v
Ii\,.. A '\ 1'.".,.,..... ..........,.... ) \ ."."._....- /,../'A .,........_.-".."'"..,;)~:..,..,''' ...... """""'~ ~
I \ · ~ I"~ \ ", ", 'e _ __.. ./ _," '" _ '____..",..
1 .\\.., 51"1()~ 1\" \ ...""'....~,..,,'. """'" 4' \ /._.. _......._.. ,.".....,.w ..,....4IIIIfi,"'..,. ~
,.- . . .. '. \ . '"'. ".. _'ll!M:___.
.---,~!~.,.. , '/ "\, I _,_ l' '" ~...."",.. .___.
' ~"':::::::-''''~'::;;''iI.!'I':':; ;.., .. /;.'~ . : ~~:0 \.. \ ,.f' /" _______ ".' l" 's',
\" . /-~"".~/)9_'" "oj'; "." \ _..--/ _ ..
' .", ",- - - . or". '-2. - . i."
-. \ ~ ''-';L '. " . 'J- , I _____ ,---
' ;' \ \_- ! / -----
,fI(, " > '! /
f.... ..'...... ," mJ' \
...., d ~ ~\
':-"'''''6 f ~ fJ4 \\
\. \.
'\ \
" /\
\ 52,00-", \
0~'5Z'28 \
\\ 1''' II
2 \ )<, \
\, 1.;,
"'.)
\ '1'
\ !~
,
\
\
\,.~. 5;: ~ 55
...~..........
J~1 i V 1 ~.~G
;~A\GE
\
\
/
I
I
/
!
!
'.
\
t
(["
\M
'1;:~
,J
n!)j
\J
1
~
~
-"'"
...<.:..-;.......
$.~~*;.;~~~ .
-"$ /"
\
\
/
I
/
,
,
/
/
/
/
/
./
./
(.(),,? /,,/
". .w...........L, ..:..".""
"m4~j~1
/'
Zl
\
"
\/.
\.
\
Sf) > .J
......,~ 12,,4
\"
'V/) .'......
.."........ '-".
"
,
~.
~'" ... '..
..........
~'I;
30
I
o
I
30
I,
GR/JPHIC SCALE
'-30'
60
I
ASF"!,/Af.. 7
15
I
"
,... .,........r.......
39.42
....""". .,;
\
1 1
~..J~;'_::~;~':' 4~" ..' ,
(/'.................~
r .<~.i
\,..~'l:j
\
\
\
,....w... ".w.." .......,.. --O"~.')\
49. (}.. \
"...",..
...,....~,.,..
....,...."......"....../
;
""7
Pll? /:5"
~~,
~.;
"w,*
..--..........
50.9fi"
./
,'"
..'
"",..,....".
,/
.. .......-.-.............~...
<~.
^ <:1 ,. (. \,.......
>';: t. 'J,; "~;;'''''~6~ t .....,
".-,..-.., ." -"', , ~ 'f. t ":-""o'4h R 'v
., "I,M'-,.;:.......;."." ~)
~. c;: \ J2~.t~11;.ii:":f!iJ" "
& i:.::..,;' ,:11.," .....
....' ')~. ""'"
....
",.-'"
..r""/
,/
/'
"
///0
ri..
/ . 1t; (;
).
>.
.;
",
ENVIRONMENTAL UM
~";)
~
~"\.~~
..~~
I
... L....... nn...~... n.
..""",,............ ".......,./'..
.4 ~ /'ff.4~ 1
f'/':V!:'l,jlflj
.. -. ~ n '.....
.... '''. ....
~. ...... ....
~" '
"..........JO
"
,......,"
~.............,
. .. Ii" ;,e(Js'2i;;;;' .
.....". 'd. >#>#
!l~'
.Y.<........,
S 'oe>#$'t:1tI~
~.OI'
..... ....... .....-
I.... ....}_.... ~ _......1
.... '''''' ........ -..... -. ~.. ....
II;;: ~ -:/ ~, I'~/, ~f md'''''JOP"
N v:} .. , V.
4(/~(}1'
tNt'...
/
.~
(~f. /"1 rJ:.liL ! HE Of:
v . CfWEK
("
q.,
,$'.
~
bV
\;;
"
',oJ
'.....
" "
......JO.,,"
I
';
\
"
\"
/
/
if
o
~1~t:';ul'
f
C. W(;(:{; I.. ~(~'N f
P(f!'t
~
....
'>(
Q:
'"
0..
!
i
1
I
,~
....,
""
:x'
(~:
....,
<,
-/1
~~ l
"fit, :
,~
:-.<
1.".1
<>.........~.... .
~REC.I>2~f'JR.
! {f.'f!,&8,
1 ~
i 1
, .
, I
, \
...~
...,
',.
f)1o"
5f}.1~
\
,
,
\
,
!
1
i
\
(
I
l.
I
,
........J;f,36
.."",/
?r
"'<i
.--"
'51':-'9;'
'''''''' .. ............
.-".........t'.... .
!... : ~~ f
c> : ;
[Y')' !<;
t;s
"6.'.
.,",-,
SOIL TYPES
\
'-
'\
\""-
\
,1-j l
I ,:~ /
~ ,J
....../"
(51
o
"'... j/"u.6if,60
'Y' '
'.
......
S'OARR FINE SANDS (CJ
NJAMSVIUE- I,
"
CD
PERCENT SLOPES (CJ
ARRENTS 0-5
---
----
POST DEVELOPMENT
BASIN DNIDE
........... .....
........, .. .I~..._.. "-'.. ...., _ '. '''. ~.. "..... ,_ '" _""
1:: _....._.. _,,_ _"" . "'-.. " __
LoNGJI700D-J17 A.GlVRIt ItOA.D ts.Jt. ND."U
I
I
t
- "'" ,,_I,.. . _'..
.
SOIL 7YPE DNIDE
.............. -....... .............. -. -............
. -'-,,, '...... '''''" - -. .......-.....-.. . ...... "'-" -'" ,
'" .. "'-. ....... .. .... . . _. '" ...... -... . .. ......., '"'' ......., .... -.. ......"... '. "-
~'-'-""'- ..~~-.....
................................,.
'-....-.........'" .-.......... .......... ...........- ........ ....... .. . - -
~~~.
'~
\
, ,
'.
\
t\
"I' \
"
I!
"
ill
H!
I"
Ii!
#1
'il
hi
ill
PI
Ii i
if I
It!
E-;
fI.)
~
~
~~-=..~~;;;.~~";;;,;;,;;.-==~===~=;;,;
17
It!
tf
Iii
Iff
Iii
{g
I;!
;~
fit
IN
II:
Iff
,f,
Iff
iff
/20
I
h.. _.... _".. ,,_ ..... ....~
,
\
\
\
~;}.
-'<
,<e'
~
U. LABINSKY, P.E.
RICHARD ...
. ~...~y
\ "','!-~
\.
\ i\r
\....
~;
:"'~ .
y.....
",
..'1J'\..2..,,,
*,
''', "iJ'..".. ..
~.. ......
REG. NO. 34866
~
~
~
.
o
z
W
I-
<(
Cl
.
J
o
IX:
0..
~
~~
~~
~\.3
~~
~~
~
~
~
CO
o
CO
I
~CO
l.'-CO
l.'-l.'-
('J><
· bD ~ t') III
~ ~.,-4 ro ~
~.,-4 ~ ro
7" ~ Q .,-4 l.'-
VJ. Q) ~
Z Q) ~ O~
m.~ ~ ~ t')
<bDrn ..~
~~~roCO
· riJ 0 l.'-
~ CO~"
bDO j> l.'-
Q ~ ~ bDO
~~ ~~
<1"'""1 0"""
:r:~ ~Q)
U~ ~
~O 0
~U ,.q
~
rn
.Q)
UC)
Z .,-4
~>
..~
~Q)
.m
~
SHEET
~
~
~
..
Cl
I.LI
~
U
I.LI
::I:
U
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
t3
~
~
~
.
~
~
~
~~
vs~
~~
~~
~s:s
~VS
~
~
u
Z
m
lO
m
(X)
Oot I
" ~.qt
t-I ~.qt
o l.'-(\')
~Q~
O<(\'):><
~O<<
~~O~
OZ~(\')
t'JOO~
~rn~m
O~~I
~ ...qt
OHri1~
~rnri1(\')
~ ~'"
~.qt~l.'-
Ot\1~O
QlO['f).qt
rJ)""'
< H
ri1 ~ri1
~ Z
o
:r:
Oot
H
(;
~
H
4of5
NOa
,
~
II
~
"1
Uj
....J
<(
U
V')
z
o
I-
0..
IX:
U
V')
I.LI
Cl
~
~
~
~
~
t3
~
~
~
~
V')
Z
o
V')
:>
I.LI
IX:
.
o
z
..
I.LI
I-
<(
Cl
~
~
~
~
~
~
~
~
,
~
~
~
~
~
,. '=t
L~
TACTILE SURFACE~~~;:
1211 MAX. SLOPE WU...a
RAMP .. SIDEWALK .~.D'.
CURB ~~
r-!ITILITY STRIP
!WVTH VARIES
V ARIES
~ET
5'
3'
8'
8'
CURl TYPE D DR CURl .. OUTTER
TYPE F C CURB .. GUTTER TYPE F SHOIM)
3'
8'
8'
5'
EXISTING
P'VMT
SECTIONZ
~ :-
TACTILE SUll'ACE-... lm!:f:H:q:p:t '=1:8
~T:UDi:l:t1.dR NI:tI
Ijjtj tl ttllo-Ijj
XljjOl:fltlX ~Ijj Ij
+n:m 1+1+1 1Il1+!
:J:IB 8 E! EEI!t.. I;B
+1.+.iJtitli:1.+.L i 1:tI
j1:J.11 tl.t:tJiJ~ ,+Ijj
REINF. BELL
sq In/ OR
1m ft SPIGOT
121.1217 11/2'
121.1217 2'
121.1217 21/2"
121.1217 21/4 '
121.1217 21/2 '
121.148 21/2"
0.148 3'
121.148 31/2"
121.148 33'4 '
0.148 41/4 '
121.174 43'4'
121.174 5"
121.174 51/2 '
121.174 6'
EXI5TING
P'VMT
5ECTION \
~\
TOE WALL
h "LASS I CONe
(MIse.lCY
12' .1216
12' .1217
15' .11
15' .12
18' .17
18' .19
21' .24
21' .29
24' .36
24' .39
24' .42
24' .44
24' .47
24" .5121
FLA T WEIGHT
(LBSl
31/2 ' 53121
31/2' 740
4. 990
4. 128121
41/:;> , 1520
41/:;> · 193121
5' 219121
51/2' 41121121
51/2' 538121
53'4 ' 655121
61/4 ' 81214121
63'4' 875121
71/4' 112163121
73'4' 1252121
T
A
B
E
P Rl
R2
C 0
DIA,
d
z
c5
w
~
u
W
:J:
U
tlj
....J
~
U
V)
tlj
t-
~
C
.
...,
o
a::
0-
.1. 3m~NL~~M.
49.0 - "'8 25' "9 0
48.25 .... . 48.25 .....
~ 4625~ 11
4 W,,~,,~2~ 6' 1 2 ~~~'~
/~~~~~~~~~<w~~<*~~~~~~~
~~~!~~~~~~~~~~~~~~~~~~~~
/~ ,~~~,"~~ .,~ .~/>,q-~/~,,~
191511S' 11211/8"
2451s' 121/2"
29' 151/:;>"
3fYA" 161/A'
333t,,,' 16131,,,'
36' 18 !Vu;"
37' 181/,,'
4713/1S" 245/1s'
537/8" 271/2 "
5S1/:;> " 281/:;> ,
651/" " 331/A "
721/:;>' 3611/,,,"
72" 361/A'
7713/1" ' 3815/1E; ,
4.
6.
9"
9"
91/2 "
11211/2"
1'-121"
1'-3'
1'-9'
2'-121'
2'-3"
2'-6'
2'-121"
2'-121'
2'-121"
2'-3.
2'-3"
2'-11'
3'-71/2.
4'-121"
4'-6"
5'-3'
5'-3"
6'-121'
5'-5'
5'-121"
S'-6'
6'-6'
4'-1217/8' S'-12I7/8'
3'-1121" 6'-1"
3'-1121. 6'-1"
3'-2" 6'-1"
2'-6' 6'-11/
2'-11/~ 6'-11/
1'-73'4' 6'-13'
2'-11213'4' 8'-13'
2'-11' 8'-2'
2'-2' 8'-2'
2'-11" 8'-4"
3'-3. 8'-3'
1'-9' 8'-3'
1'-9" 8'-3"
9'
11.
12'
13'
14'
141/" '
15'
2121'
22'
22'
24"
24'
24'
24'
2.
21/4 "
21/2.
23'4 '
3'
31/4 "
31/:;>"
4'
41/2 "
5"
51/:;> "
2'-121'
2'-6'
3'-0'
3'-S"
4'-121'
4'-S'
5'-121'
6'-121"
6'-6'
7'-121'
7'-6'
8'-121'
8'-6"
9'-121'
12'
15'
18'
21'
24.
27"
3121'
36'
42'
48"
54"
SI2I'
SS"
72'
49.75
49.75
-
.JY ~
~ 2' LANDING
L I ~
,>
...
-
.
'1
o
'--
-
-
1-
i!i ~
;:1
i - ,
PICTORIAL VIEW
V24" GUTTER SECTION
z
o
i=
0-
0:
u
V)
I.LJ
C
NOTES:
S.
I' ..........
1. IWPS LOCATlDNS ME TO BE CDDRDINATED WITH AND IN CONFDRMAHCE
WITH CROSSWALK IMRKIING DETAILS AS SHOlltl IN THE PLANS.
2. IF It CURB RAMP IS LOCATED HRE PEDESTRIAN _T WALK ACROSS
THE RAMP. THEN IT SHALL HAVE flARED SIDESI THE MAXI..... SlOPE
IF THE FLARE SHALL BE 1111.
CURl RAMPS WITH RETURNED CUII8S MAY BE USED HRE PEDESTRIANS
WOULD NORMALLY WALK ACROSS THE RAMP.
3, RAMPS SHALL H~YE A TACTILE SlIFACE, TEXTlRES TO A DEPTH NOT
EXCEEDING 1/1 IY USE IF A T~ DR RCLLER FABRICATED WITH AN
IIIIRINTED SURFACE OF EITHER f MEp 0.210 WIRE CLOTH CPLAIN
lEAVE. CDNYENTIClNAL CRIIPI. 1 1/2 .. EXPANDED METAL
CSTANDARD) DR 3 POUND EXPANDED METAL GRATING.
4. RAMPS TO BE CDNSTRUCTED AT ALL LOCATIONS SHOWN IN THE PLANS
EVEN IIlEN SIDEWALK I1S NOT CDNSTRUCTED CONCURRENTLY.
61/:;>'
7"
f---,12" CROSSWALK
LINE CTYPI
-
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
SPIGOT ON INLET SECTION
BELL ON OUTLET SECTION
(oUTLET SECTION SHOWN)
NOTE: CONTRACTOR SHALL SOD FROM EDGE OF EXISTING PAVEMENT TO ELEV.48.25'
V)
Z
o
en
:>
I.LJ
a::
1 a- " MINIIIII
WET DETENTION POND SECTION
N.T.S.
~
.....- I -
T
B~ _-
--
- 1----,- I
A I
L~ I I I
o I \ <(-.?" I
I I
- =t:.---l I
FLAT~~~
B----' LT ~_
PLAN
PLAN VIEW
A
w j
CURB CUT RAMP
FOR ~EAR PEDESTRIAN TRAFFIC
V ARIES
V ARIES
V ARIES
d
z
EXISTING
P'VMT
::IONZ
~~ ~~-
-- ~
.c::- - ~ h.";' ..>
~-?'~ 4 ~ 4 ~~<< ",-VA
~~~~~~~ 49.50' ~ ~~~~
//~~~~~~~~~~!~~~~~~
'~/~~~~~@?~~%i~~~
tlj
t-
~
C
EXISTING
P'VMT
SE::\
EDGE OF
P'VMT
(
o
o.
,
<4"
C
o
~
~ ~
~ ~~
~ ~ ~ ~
~~~~
VS \3 ~ ~
~ ~ ~
~ ~ ~ ~
~ ~ ~ ~
~ ~
~
-,..,...
LT
B
EDGE OF
P'VMT
4"
--
.........
~ + /-/j~ ~~,
~-: I~I'~ I ~'\
11 ([0 II \, J/ II
- .// U I
tfh' , ~';-~~IL--tiJ~-=_~~-=.L i!'-1-l/2'R
~ '- ~A~~ I.. E .1
h/2
..-
/
t8
0.,"
..
4"
51.00
!II ~ ~SLOPt
- 1-11 I r-T ~
:11 r 11= I - II- 11- Ti:::::=
., ;.w- -II I I -IEIU I
{Tr-~:~HI- -L -=...11-=11= I ~ - -::J ~ , I--r;"
~~~~MP --,-- I I u.l:
-------~--- ~ I 1 49.50
-:IISI8IEIIEI =f 1--- ~ 18" II ti.~AII~II~rr
. -'llqlE3IE 1""'-11 ~ '7 48.50 ~
1 1 -:::;. I :::::1 I I;:nLl ~ :;:111:::::11 t:::1 I 1::::11 1:=11 t :111=111=11 ~ll ~
'11=--"1--"'- -"r -1J;::::!IRIBIElIElIE=' '
--
'- -
- !X. 15" C-
- 4fp -
--
([
....
o
I 4"
)
10.5"
3" PVC BLEEDER
WI 90. TURNDOAN
Ie 1" DIA. BORED CN'
INV.-49.50
rT
t
50.67
6"
-
5?
fJO'
...
--
NOTE: CONTRACTOR SHALL SOD SDE SLOPES AND SEED AND MULCH BOTTOM.
18"
15"
DRY DETENTION POND SECTION
N.T.5.
10.5"
CONC. -
WEIR BOX ~
~,.
lL
/
SLOPE It 4:1
SECTION AA
SECTION SS
4"
FLARED END SECTION
N.T.S,
-
24'
CONTROL STRUCTU~E D-2
N.T.S.
SLOPE TO EX,
GRADE . 411 W2" MIN. TYPE S-U1
SLOPE 7 ,12" ASPHALT CONCR7TE
/~ ~ SlOPE 2X
N.G. .,.. ..~'^ ~xX0)(~)c Y'JC ~x
...- _ - I~"'" , ''"'f ~ . - P5<:S<0 ]t'" .x.A x y x y v y x y x X J ,
~~~~"W"~
\ L 8" MIN. L1MEROCK BASE. LBR-100 PSI
L12" MIN.5TABALIZED SUBGRADE, FBV-75 PSI 98Y. MAX. DENSITY. AASHTO T-180
98Y. COMP., AASHTO T-180
12"
R"
~, ^-')(' "5
6"
U m
Z lQ
~ m
CO
~ I
~ ~~
o ~~
~ l'-rn
~Q~
(;<rn><
~O<<
~~Q~
OZ~t")
(; ~lQ
OOrn
~m~m
O~~I
O~ ..~
~W~~
~ ~rn
~~~'"
0t\1~~
QlQm~
<( m""
~ ~~
~ Z
(; 0
~ ~
~
2. STAPLE WIRE FENCING TO
THE POSTS.
1. SET POSTS AND EXCAVTE A 4" x 4"
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
m
rn to
'Q)
00 0
Z,~ ~
~> ",CO
.. ~ VJ
Pci Q) l'- ~
.m l'-
n. t\1
~ Q)rn><
..00> ro
~ ~.~ ro ~
~.~ ~ '0
rn ~ Q .~ l'-
ZQ)><8CO
~~Q)-ttO
< 'on rn ~ ~
~~~,j~
~~cogl'-
bOO ~ '"
Q ~ M bO~
~~ ~~
<(-t 0-
~~ ~Q)
8 ~ ~.
~o 0
o ,.q
~
\i~\ w
1/2';R, ~ ,,/
, Cl " Cl '
A ....
,,',..',
, 4 ", <I ""
, .6. , 6
.. ...
, <I " Cl '
, A , /
I PAVEMENT
/////////
~.. ..
, . .
~.
~~ :.:.:~
....-. __1H1"..... ~19
.ADD2'~~~ ~~
SPACE WERE
THERE IS NO
OVERHANG _ I ...... I ~~" 1)_
IF SOIL CEMENT IS USED IT MUST MEET THE CITY'S SPECIFICATIONS. MIN. 300 PSI,
7 DAY BREAK TEST FROM PILLS MOLDED AT THE SITE FROM SOIL CEMENT BEING
PLACED. THI5 15 NOT A PUG MILL BREAK.
00
..-
ROCK BASE
-..
ASPHAL T PAVEMENT SECTION
N.T.S.
r-
?
SUBGRADE
\\'
~
\\\ /\\'
\ ~
~\\.,..\\\ /'
\\\ /' /'
~,~\\\ /'
\r~411
\\~\\~~411
~~ ~\\\ /'
I~
...
~o.
.
-
,_/
0. ~ ---. --DISA8l.ED S'NIll.
(
"
~
0.
USF STEEL
/:=GRATE 6625
ELEV.=49.10'
50.00'
FIBERGLASS SKIMMER
MOUNTED TO ~
~b I
I
TWIN 15" CAP
~UTFALL PIPES
L.l /
~ I ~
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCEAND EXTEND IT
INTO THE TRENCH.
II
TYPE "0" CURB
N.T.S,
L n:.:: ~ -=- -=- -=- -=- -=- / -.-J2" -FIBERGLASS SK I_R
: I i-:r MOUNTED TO BOX
I I I I
I I
I I
I n I
I 6"~~ I
I /'",....-:.......... /.:: _...... 1- - 3 It PVC BLEEDER WI
I '" , ",.... -......,:, I 90. TURNDOWN &
I II ') II ') I 1 . 1" D IA. BORED CAP
I '~,-,j~~,-,j I
--4f---r---
~WIN 15" CAP
OUTFALL PIPES
-1'-
2"nYP)~
I ~I~
I
I
i
I~~~
I I
1 1
! :
1Z' _IN I I
-
"CTYP )
(t~)
-L
I
i
48.60'
12M
4'-1"
6"-
\\'
=:::::-
\\\ /\\'
\ ~
~\\/'\\\ /'
\\\ /' /'
~,~\\\ /'
\\'
:;:::.
\\\ /\\'
\ ~
~\\/'\\\ /'
\\\ /' /'
~,~\\\ /'
It
"j"
..
It1
B
CIRCULAR
A O~IFI~
11 /21/4"- ~
V
4" C:ONC. SIDEWALK WITH 6X6 W1.4xW1.4
WWMI AND CONTRACTION JOINT . 5'-0" O.C.
EXPANSION JOINT II 20'-0" O.C.
12"
1Z. .IN
NOTES:
1. EACH SUCH PARKIND SPACE SHALL IE CONSPICUOUSLY
OUTLINED IN BLUE PAINT. AND SHALL BE POSTED AND MAINTAINED
WITH A PERMANENT. AIIOYE llRADE SIDN BEARIND THE INTERNATIONAl.
S'NIll. IF ACCESSIBILITY. DR THE CAPTION "PARKIND IV DISABLED
PERMIT ONLY." DR BEARING 80TH SUCH SnIIOL AND CAPTION.
SUCH SIClHS SHALL NOT IE llISCURED BY A VEHICLE
PAftKED IN THE SPACE. ALL HANDICAPPED PARKING PACES IIIST BE
SIGNED AND MARKED IN ACCORDANCE WITH THE STANDMOS ADOPTED
BY THE DEPARTMENT IF TRANSPORTATION.
.A
v t--- POSTS
5'
FIL TER FABRIC
D
/
/~Ik \
3M PVC BLEEDER W/~ l
90. TURNDOWN &
1.1" DIA. BORED CAP FOOT TYPE "0" INLET
WI CAST IRON GRATE
PROPOSED GRADE
2" PRIOR TO S7D
I/l : l' SLOPE
-.
- -- 4 ',41',4 ',4 ',4 ',4 ',4 ' ----
WITT ll~w ~"\ ", A, ' , .~ ' ,....~ ' ,.~ " A~ " · U11 fW111ll
lJ1111' / / / / // 0 -6" STABILIZED MATERIAL
1_ / / / / / / ~ ~ C95;1. MAX. DENSITY)
lllli .wm.LLll1 r ~T I r .w-LT I r .w-Llll Jl111
~
WIRE FENCE
'11=111 III III
111= =111
- 111-
EXTENSION OF FABRIC AND
WIRE INTO THE TRENCH.
2. FL DOT RECCIIENDS MEASURING PARKING SPACE WIDTH FROM CENTER
TO CENTER BETWEEN BLUE AND illITE STRIPES.
SE..C.IlQbJ
~
~OICAP PARKING STR~
FOR MULTIPLE SPAC~
RICHARD M. LABINSKY, P.E. SHE E T NO.
CONSTRUCTION OF A SILT FENCE
N.T.S.
(A) (~) cfn (R-)
0.25 48.25 49.10 46.0
I II
;)X,\~~o..
TYPICAL SIDEWALK SECTION
N.T.S.
CONTROL STRUCTURE 0-1
N.T.S.
50F5
REG. NO. 34866
,J' .."".\,:!~
..... ,:c
~ . ,
L
~".~
, "tI..'
~~}~,iI'.
...\ ~.
,.
."!
<{
..J
C/)
<(
C
o
CD
'-
G>
....
CD
a..
.
o
CD
as
E
o
.I:.
~
ORMNG RANGE
\ l \
,
I
,
\
Q.)
'-.. ~~
~ 8~
<...> _'to
Q.) I I
:':::: ~ ~
~ ~~
\... -g ~ r:::-
~ & t) C::!
Q.) ~~
~ E~.
\) t) C: )(
<...> ~ t)
V) Q) ~~
'\) Cl..g ~
c.: ...... c: c:
\) ~.g ~
-.....J "') C:5 0..:
.-
SElECTIVEL Y PRUNE TO MAINTAIN FORM
:,.~ ....
~
\
~
.
Ii
:nON -8-
12S8)
fASEa.tENT DEC
(O.R. 1625.
\
'\
\
PROVIDE AGRIFORM FERTILIZER TABLETS AT
THE FOLLOWING RATES: 15 GAl./S TABLETS;
30 GAL./10 TABLETS, 65 GAL./15 TABLETS, OR
ONE TAeLET PER EACH 1/2M 6F TRUNK DIAMETER.
CONe. DRIVING RANGE PAD
IliII
/"'gj1f#S
u
"
'~
CONSERVATION EASEMENT
(aR. 1604, PACE 7.J1)
-
-
o
"
REINFORCED RUBBER HOSE
ORANGE FLAG ABOVE TURNBUCKLE
..
-
a
\
~T
110 GAUGE WIRE WITH GALVANIZED
TURNBUCKLES AT THREE LOCATIONS
(120' APART)
MINIMUM 2" MULCH
I
N tJ&.:!4', 7 "w
181.26'
,P-y ~ ~
~ tr...1.e:l ~
9'
.
I
~"'( I
".Jr
-
~
-
~~
C=.;- \
-=
6" SOIL SAUCER
TURN BACK BURLAP ONE THIRD IF BALLED &
BURLAPPED. REMOVE SYNTHETIC BURLAP CQUPLETEL Y.
2"x4" X 2'-6" P.T.P. WOOD STAKE
FLUSH WITH GROUND
PLANTING S01L MiX - 1/3 SAND. 1/3 PE AT.
1/3 TOPSOIL. CONTRAClOR TO SUBMIT
ANY PROPOSED SUBSTITUTE FOR APPROVAL.
PRO~DE CLEARANCE AROUND
ROOT BALL OF 12" ON ALL SIDES
AND 6M ON BOTTOI.A.
,
\
N ~~:Jf'"
~.J6'
!r
,
ASPHAl T
~
..,
-
~
-
-<
~
-<
"co
g~
f-
~8
:,..
.<
O...J
., .
O~
Eex
o
fErf.
\
~
~~
~
.
,~
r
-
~ I
~
N
B
WJOI'fD COHC.
~I
~
'"
~
~
':->-l1'OOO roc:
~ Ql/c. ~
-
-'
-
-
W.F. CART SHACK
r.r. ElEV.-49.83
)
G\ ,G\ f'iA\
\ ':::! I \tV ~
... 7'~ "._
~'-~~ ~ ~
\..~ ~~ ~
~ ~ '-~
· ---.-l-
i"{: _ ...-..--
;0..- -- ~
- -~ '.n' ________
-r: ~~
r ~~
!~~-;- '-"AT~7 J I
:\ .... ~ !:frio'
~~ I-.... oJ
..;. ~'"
~Q:'
~\ ~-2'
:r ~~ l
i
I
I
I
!
I
i
~ ONt STORY ... F"
8 REs:rAURAJJf' .
8 F'.~./U:v.~I.7S ~
/) t'U\ . I '-
I \,~ ~,-1~
~Mr n
_iIlI4CK /
----- .
,~
ONE STORY
CLUBHOUSE W.F".
AND RtS~[S.
,. .r Ll.Ev. -$1.1'5
t1iCi\
l~
ASPHALT
f'iA\
/ \!U
IlEG\
r~
TREE PLANTING DETAIL
,
~
i ~~.
#
I
I
'l
NOT TO SCALE
-I'l
:~
IRiA\
!\V,
'-
~..
~
...
~
..~
"
Ot)
. . 'T.r.
l1UI.rsrrR :
~ .:1
: ~
~I)l~~
o~o , ~ ~ ,~
~~"~'t)~ I) A ~ll~
~a I)' J """ l) , ~ , 6 I)~q"
-~ l I) ". ~ 0 , ~
rl ~ ~P~ p\ ~ - " ~~
a~, ~l) a~ e 06' 6 _ ~,
~.
au
Oz
a: -:'0 :
~o..~~.
> ::> ~ ,..,
o 05~
Oa:~8
A" <:} :::i ~
~ (/) ::I.
Wu..~
~ .J~ ~
,,0
~<:}
-
1fJwCE
r '0' WIDE POWER EASEMENT
(O.R. 1018. PAGE O~-f)
j
~.
'''.
i'I
~
...
..
...
o
. c\J 1.9 0'
~ (\..1-~' _':-pOU
In .-r eo"Ct1~
\JP SL '-~'" "
=-----srr ro-
r
/
SELECTIVEL Y PRUNE TO I.AAINi AIN FORM
--->:---
I '
'--= ,
~
~, ~ l7
~~ II
I I
'-'"=; F
~~
\.V \-
~
~~ r" ,.
'- ~ \!An::w
~ eoo.
PROVIDE AGRIFORM FER1iLiZER TABLETS AT
THE FOLLOWING RATES: 15 GAL./5 TABLETS
30 GAL./10 TABLETS. 65 GAL./1S TABt [T5. OR
ONE TABLET PER EACH 1/2" OF TRUNK DIAMlTER.
REINFORCED RUBBER HOSE
J
\
\J
0,"/,
,\
I
~~'
\I)
~~
-
!>OWER -rf...
ON
1/
II
I I
~
I
t"~l-:c:
--.;;:-
-------
-------.. ~---......
----'--"
--..,
-
POLE
ANCHOR '"'\.
\
110 GAUGE WIRE FROM CE~iRAL TRUNK
10 THRlE STAKlS
THREE 2" x 2Ml( 8' D. T.P. STAKES
MINIMUM 2- MULCH
6" SOIL SAUCER
\
\
\
\
......
-
~'20"\t'
S .
s,5.W
~.
_II' .~,' _v
~"oe:?,,,.
'l:t;.. '
7_
/...,... /"
,...~ .
A' - rJ>
, S'Y...'l-'
..,
0.'-.
~~
""" \.T-
v...,
~
-~ 00 Ii 1 \..~
~ Iii ~
~'I' ~'
. I tM/....?07
1NV.-44.H \'\. 1$
~ ~ ~
^ ~":o ..v.;J.4() .~ :7
~- ~ ~
i,..o-
. I eoo
· -.l <:::=.-:t\ .:
\.~\v'J~
- ICN\
'V
.--
~~"
\ .~ ~ .~.~~ \.J
r ~ ,. -. -~ ~. ij'///1
I;' f r ~~ '1.......... H.C
..... _ ......~,.. lW~~' ~, + ~,?7A
~~J I ~ .,
;~ ~~ \.. ~.c. r + ~
~~,~~\., ,~ ~
r 1 \..() ICN\ ~ "" _J'
-w, + ~ I \..!..J : I H.C. r
\.-. J' \. ~ -1i! :: / /77JJ / 1'0'"
; ~-~ r""\ , ~ l-)'
_ .. \ ~t I, 1+ ~'-. ~ \ '
(~ ... .. i d~\ _'- .J l,- _ ~
~~\~4 ..... ~...,. fjr -..., \
.~ '-' f,-'-~. +~~ ~ ~
'~~""~"~1~-\~ ~ r-~\~ "- ~~~~. ~'-:f- ~
~~72.~ L - - 'or-~~ L.ol~f1f\:D.,,('~ ~'~T~ '--
1_ RCC:;;;~~_Q "'- ,/ "\ 1 ~ :- ~. ~ .-. SG~ , "L-NIIIC>>G ....... ~ Co1lMlPr lMU IN ........,. NC> W oc.. """.-
~ (L~\b~ _ ) ~. I \},' . i ~ . . . . .~ \.!~ -- fiA\ (i:;\
'V'\.--"t-~ .L' ~ ~ J .ft' ~. . . . . . . "r, ----J ~ ~
~ 07e06'29L,-Afal--:---.- N~2e53'~f,~200.06' ~ /C~~~ . . ~_. ~ ~ ,
't.~.oo~ I ~ ~~:--y --1(-::::..~ ./ ~oJ-225f1) ~1l1f.'-~"~ l~
a:~a-.. ~,j/1.\ ..L" N~~;~~ '-~~"1,' .~ ~~ ~
l REX. ".. IN ':r \J \.. .. ./
~ N 82.53'3
NIl"'" I'N'NT.... - I TfIlH ...... CTT?") - UTI' "" f "\IV "'2'0 7 '
L-~ ea.eN AT 'A!l1lQJ.At ~ (o.R. u r r EAsEMENT 0 7 -:- _.c.. . 4
AMAe CTT?".H8*! 'U' lIIDE KLCN ..MAl,..".) . . 14OJ. PAGE 1955) ..,. 4~ C
f ~~~
ENViRONU[NTA:.. Lt€
\
\
TURN BACK BURLAP ONE THIRD IF BALLED '"
BURLAPPED. REMOVE SYNTHETIC BURLAP COMP.ETEL Y.
PLANTINC SOIL MIX - 1/3 SAND. 1/3 PEA1.
1/3 TOPSOIL CONTRAClOR 10 SUBMI1 ANY
PROPOSED SUBS mUTE FOR APPROVAL.
PROVIDE CLEARANCE AROUND ROOT BALL
OF 12" ON ALL SIDES ~ND 6" ON BOTTOM.
5)c,
~-!~
,*" ~
COflU?I.I..,'E OF
CP.("[}( -------.
1IN.-45.20-" /
"tU.P.s .J
~
'>
,'.cOW
-~~
~ . 4.".07'_
.
U
.
fIN """,!J/)
~
~
h
~
...
I
z
<(
~
a..
w
a..
<(
()
(f)
o
z
<(
..J
W
I-
-
(f)
-,
Z;
o(~
~-
c;~
~or
u-
Wid
C ,,~
Q:;'
1----
Z.
W~
:::i l::i
w'--
I.f)
~
. (~, L'
.~
":"f!,~~\
,~0 -7',
/'
\
y-."
~ ~ 15'b.oII:~
'-f"'ATCW
~
0'
N o.>>23'03't ~
4i.O"
MULTI-TRUNK TREE PLANTING DETAIL
_ _,'1'13"[
,,1~~'
.10,
-"'-
ICN\
\.U \-
(\~
l..
~
\.:ATCN
~
,r--
.+
"-
S };>1..J_.
~r.~-r
.J8 Ol:t.
-
NOT 10 SCALE
e,:-.l '<#Z"C
N ,
_--- t1104'
.
~ of;;
.... 8r., 71;'4 '.'W
.......
m
3
0__
u.~
.J
o
(:)
m
(:)
z
lE
0..
m
a:
w
~
~
77r 8.5'
~
..\.V
~.
...
~
_ N.. lll~~_
"...~:..
's
~.
tt{.I1RO/IIIo4[N~A:' jJ~[ -
PROVIDE AGRIFORl\(20-1 0- 5) FERTltlZtR
TABLETS AT THE fOLLOWING RA1ES:
3 GALl 2 TABLE1S: 1 GAL./1 TABLET.
PROVIDE 6" MINIWM Cl EARANCr AROUND
ROOT BALL (SIDES AND Bon~)
8
-
.r.l~
~---. ~t- '" ,-
, r- /
l+ ~
~j'l"
--~
r~l
I- +. ,
\. J'
~
-
{
,-!ATCIoI
~
11./
, Yr T
~~~
~~TCW " 12tl/.P
( ~~~'Y.
- >:J-
~ ,
1 . ICN\
+ \.U
'-"'A TQoI
eoo.
~---
"'~
,,'j-
~j~r: .:~
,,' \:.~
(,
0::<
.0
(1)-
'-'" 0:::
09
<CLa..
o _
0:::(1)
~C>
wZ
z~
e>Q.
<C(/)
:=~
6~
oz
o~
~
C>
Z
o
-l
~
~
Co.:
ASPHALT PA.;:KJNG
o
I II + )
-"'I'\. ,~- J
+ ~~r ~
, ~ +
"-- --A - ~ __ J
t + ~
\...\. "
--
-'
~
.-,
~
+ ~
, .J '
~eoo-,
o
t + ~
~ '- j
--
;;;
,~
I
I
2M MULCH MINIMUM - DO' NOT COVER MAIN STEM
....
~
~
~,
~
~I
,I"
(
I
.
I
((i;\ I +
. ~ l
"l ~-
\\ - TYPfCAL EJMf(':JN~7A1 PO-::r
\ (rLAOCD b'Y C'nfE:R'"c7)
\
\
..
Vl
":\
~
.-
-l
....
I
SET 10P OF ROOTBALL l' ABOVE FiNISH GRADE
.-
..,
, + \. IiTl Iol I" + )J
, 1-'
_J
!~~ ~ ~~
l-
" -
I'QY\
\U
I '?CC.1/7".R.
~ (LB.tl8)
r~
,_ I
- \
I
12" MINIMUM DEPTH OF PLANTING SOIL MIX
IN SHRUB/GROUNDCOVER PLANTING BEDS.
r
l
'" _....-'-~j~
I
,.~~.T'\~
I' "= ~ f'iA\
/ - CJI.Q.'HFAI:) PO/tIICJ( LfI-oiCS (TYP.) -_ ~
~ l ~,? LXJ{T
r7 ~ POLE
~l + ) \!ATCW
~ ,J ~
^'
,~
f. ,;'
.::~
.".
'",
\ [
\
\ r.-.....~
\ l+)
\ ---
\ ,
.~. . . .'.r; . . . . J.
~'j
\
N 82853'31 "W
PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT.
1/3 TOPSOIL. CONTRACTOR TO SUBt.lIT
ANY PROPOSLD SUBSTITlji[ FOR APPROVAL
<:
1"\
--
-
-
is --....... ;
J }
-., + ,-
\. "'i.
~ I r";,
A.c;r"Il.' T t./, !i'>(WC
\
J
,.
~ +
'--
.-
-
"
t
I,
\.
((i;\ .
~~L_
~'J. . . '" ~
.," . . . . .
SHAUB AND GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
-~
(+~
'-
-
.-
r,
+ J
-
.r ....,
__ (+ I
ox.,. . . . '. ,r "") \""'_" ~
r~~:.~'" ~~....,.~...
-=-~~ ~
---..---.
~
ii'l
~
a
..,
OJ
r-.
-
-
)... a: a:
u u
ltl ~ ~
~
i::::
~
~
~ ~ ~
c::s ~
~ s
~ w
a::
(I) ffi
~ ~ ~
~ 0
'" ~ >-
0- ~
~ ~ z
~
~ f
..... ~
~ ~ !
~ ,
." ..,
'""- ./ ~~
-V)V)~L." ~~ ~L.,,~
~=-~
I l)
, + /
"--- /f
':::--'
-
....
(.)
w ....
.
~ t:l
~l 3
8 -
'" ) e"..
,\
r ))
,+
~
\!ATQoI
~
.....\
~
\!,A TCIoI
~
PLANT LEGEND
OUANTITY W SYM80l
SP ACING
SIZE
DESCRIPllON
~
I ~. I'Otr
~-:::~-
-
8
Q
10' - 12' TALL,
6'-8' SPRD.
2 1/2" CAl. t.AIN
CANOPY TREES
QUERCUS VlRGINIANA
(L1~ OAK)
A/S
286.90'
/ r
~ ''\:
_r"'~\ --__
LANDSCAPE PLANTING NOTES: ,
-
QV
59
.---
$'~~
G.$' COJ<<;. .,,~
aJNB ."
a .~
~ 7:;)-'~
~'.l. '. ~_ "
--.:..:.:: . . ~ .
:--+ . . . ~.r.Y.
\ ~ATC: ·
,,"100 _
--
8'x8' ""N.; fULL
1.5- CAl. ...IN/MULll
8&8
UNDERSTORY TREES
lIGUSTRU... JAPONICUt.1
(L1GUSTRU... TREE)
A/S
,
LJ
8
~
+,
~:L~ ~
I $. ~
~~ ~
1
I ~ "\
SOt.FntE:Rz.'1' lIIC or TRAcT ,_ ~~~
"'IN. 30" HT. x
18- - 24- SPR.
36- O.C. TYP.
3 GAl.
HEDGE - ILLlCIU... ANISA TU'"
(ANISE) - SEE NOTE BELOW
~
240
IA
1) ALL PLANTS MUST BE HEAL THY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES.
2) ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER. AS GRADED IN .. LORIDA GRADES
AND STANDARDS FOR NURSERY PLANTS.
3) ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER,
BErORE. DURING. AND AFTER INST ALLA TION.
4) REFER TO VIRITTEN SPECIFICATIONS FOR DETAILED PLANTING INSTRUCTIONS.
5) ALL SlNGlE- TRUNK ED TREES SHALL BE STRAIGHT TRUNKED ~TH ONE CENTRAL LEADER
AND HAVE A FULL, DENSE CROWN.
61 ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAilS,
7 ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH.
8 ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3- TOPSOIL.
9 ALL TREES SHALL BE FREE Of OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA.
1 ) ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOT ALL Y REMOVED PRIOR TO
INSTALLATION Of PLANT MATt'R1AL. IF NATURAL BURLAP IS USED, IT UAY BE TURNED DOWN
1/3 Of THE ROOTBALL.
~
g
2' O.C. TYP.
1 GAL.
30. O.C. TYP.
3 GAL.
TO CO~R All
DISTURBED &
RENOVATED AREAS
7-10 PIPS "'IN.
FUll / 18" HT.
GROUNDCOVER- lIRIOPE
'E~RGREEN GIANi
LEG
322
.
GROUNDCOVER- RAPHIOLEPIS MIN. 12- - 15- HT. x
INDICA 'ALBA' 15- - 18" SPR.
RIA
182
(
LONGWOOJ)_ 11: '
'AGNER ROAD
(PUBUC R/W-op
EN,PAVED)
SOO (ST. AUGUSllNE-FLORATA...)
STENOTAPHRUM SECUNDATUM
'FLORA T A....
llGHTl Y LAID
fREE Of PESTS
& DISEASES
SOD
S.F./T.B.D.
SOO
(S.R.
NO. 434)
.
I
!i2IE1 ALL EXI6TN:it ~. I'1.I&T ESE ~TECTED ~ ~6 ANI:> I'1JLOEO W1T1-f a" LAYE~ Of= PIlE 8AFlK NJGiCiET6
PRiClM TfIIUoI< TO tlIllIPLlHE TO ~ DAMAGE 0\IItN:it CON6TRJCTION (TYPICAL).
!i2IE1 ALL I"'L.ANT ae6T1TlrrlON& l"LI6T .....ve CITY ~6T6 APFAOVAL (,."..ICALJ.
LANDSCAPE CONTRACTOR NOTES:
1) THE LANDSCAPE CONTRACTOR IS RESPONSiBlE FOR MAINTAINING. IN FULL.. All LANDSCAPE
PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. IN FULL" MEANS
WATERING, PEST CONTROl. MUlCHING, UOWlNG, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB.
2) THE lANDSCAPE CONTRACTOR SHAll COUPLETEL Y GUARANTEE ALL INSTALLED PLANT iotA TERIAL
FOR A PERtOO or ONE CAl(NDAR YEAR BEGINNING ON THE DATE Of 10QX COUPLETlON.
ANY ANO ALL REQUIRED PLANT REPLACEMENTS SHALL BE MAOE PRQUPTLY AND AT NO ADDITIONAL
COST TO THE Ow-lER.
3) THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERiAl ANO PLANTING
BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER.
4) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL ~ITTEN PLANT
OUANITtES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE
PLANT LIST, THE PlANS RUlE.
5} THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS
PRIOR TO INlTIIl\TION Of THE WORK. ANY VARIATION FROU THE SPECIFIED WORK SHALL BE THE
RESPONSlBtL.tTY Of THE LANDSCAPE CONTRAClOR.
6) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES,
ORAIN~lRUCTURES, CUReS. SIDEWALKS.' AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED
DURING . WORK. RS TO
7) THE l CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND All NECESSARY REPAI
DAUAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT.
8) THE LANDSCAPE CONTRACTQR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERIotITS,
ANO F'0L.l0WINC All APPLICABLE lOCAL CODES PERTAINING TO THE' PROJECT DURING THE COURSE.
or HIS ~.
SCALE: 1" = 30'
DA TE: 3/9/99
ORA MV: TOU PETERSON
CHECKED:TOM PETERSON
FILENAME: WSGCL3.DWG
!i2IE1 f.EOGE 6I-fALL GIlIOW TO IIl!EAO-f"" J.E1GI-fT ANI:> ~ OPACITY lUTWIN 12 ~ AND eE MAINTAINED AT T1-4AT
J.E1GI-fT.
HC2lEi. ~TIGlN - A F\L~Y AUTOMATIC ~TION 6Y6TEM ~ING ~ ~ AND EGlJIPFEO UJlTW A
HOl6~ eeN&OlIt J~IN GUAGE 6l-&ALL BE FfeOVIOED.
Hl21E1 ..ex.E 1"'L.ANT1NG AflEA& 6HAL.L. ESE A MINft'U1 a: ~' WIDE ANI:> MJLCWED TO A DEPTl-l ~ 2" (,."..).
.tkZIJil FilEQJE6T vARSANCS ON ANY ADDITIONAL FCEGlJ~D L.AND6CAPlNG eEYOtC:> ~T 16 6I-fOU.N ON TI-fI6 PLAN.
120
I
30 60
I ~
CRAPHIC SCALE
1" z::: 30'
,-";'
o
II
30
I
15
II
,~. EXl6TINGI1lI!EE TO MtMAN - ~. TO 8UR'ttrr OR CIVIL I"'L.AN& FOR &A:CIEe tTYPICAL)
SHaT
L-1
JOB NO.
99017
,~ EXl6TM:i1 T1lIEE TO BE N9'1O'VEO - Fl!JIIlEIlt TO 8UIIt\/1!Y OR CIVIL fDl..AIe FOR 6PEC1E6 (TYPICAL)
.'
ATTACHMENT F
WINTER
ENTRANCE AND
SITE DEVELOPER
IMG MEADOWBROOK GOLF GROUP INC.
524 SIMPSON ROAD
KISSIMMEE,FLORIDA 34744
PHONE (407) 344-9353, FAX 344-8959
0.2
OJ
PROJECT MANAGER
""',
..,...........
(.
~
I .
RICHARD M. LABINSKY,P.E.
108 ESSEX DRIVE
LONGWOOD,FLORIDA 32779
(407) 788-3687, FAX 788-8069
e:::
rjJ
PROJECT SURVEYOR
SWAGGERTY LAND SURVEYING, INC.
STEVEN B.SWAGGERTY
III ORANGE AVENUE
P.O. BOX 2384
SANFORD, FLORIDA 32772-2384
PHONE (407) 322-4630, FAX 322-8611
r..,...l
~
Y"'" '....~
l ;T; j
~
""
~ ~
Z''''''''
. -.....{ c.:~
lo--i ;
~>
....1 ~
r ,
r::--'1 C(i
;'Z"""'. f"-j
. .....-.1
1........,
r-J
r-...
.....~
~..
~
. ,
SPRINGS GOLF CLUB
DRIVE IMPROVEMENT
MAY 1999
.
Q
1--...
;,..>
,
!--i
co
!--r4
. j .
~
-<
o
~
l-;l
t-i-I
VJ
r.)
0fi:
119
-
;.. .
1"'" .,
iT i
/~"'l R.... 4 (':~ A
~ '_'" _) L..~..
"("0-/ .. ........" .~.
rn
IJ J.
z
A
~J.~ "1
"'>: r-.-......J
f----i f--1
~ ,.A'!
~ ~;.....~
~~
cq-
J I ~
1 L
~
L;
:~
f--1
.... ....
i "r ~
....
~
. -1
t--4
... ....
~ll;J;llJ~
t"Y"'\
i.....l...J
}-,-.;
!........ f
SEC. 33, TWP 20 5, RGE 30 E
LOCATION MAP
NOT TO SCALE
RICHARD M. LABINSKY, P.E., INC.
ConsuIti.ng Enlgineering Services
108 E,ssex Drive
Longwood9 F~oridA 32779
Phone <~07) 788~3687
Fax 788~8069
N
1
2
3
4
PLAN
INDEX OF DRAWINGS
COVER SHEET
SPEC IF ICA T IONS AND GENERAL NOTES
DRAINAGE & GRADING PLAN
DRAINAGE BASINS & SOILS PLAN
5 PAVING & DRAINAGE SECTIONS & DETAILS
PROJECT NOo 981200
.. um8n,.",
PROJECT SPECIFICATIONS
CON RAC OR SHAL CON AC AL U Y COMPANIES PR OR 0 CONS RUC ON
CON RAC OR SHAL PROTEC A U ES AND 0 HER PROPER Y AND SHAl BE
RESPONS B E FOR ANY DAMAGES NCURRED OUR NG CONS RUC ON AND SHAL REPAIR
SA 0 DAMAGES A H S EXPENSE
Y
ES NG
HE ENG NEER MUS BE G VEN A M N MUM OF 48 HOURS NO CE PR OR 0 S AA OF
CONS RUC ON AND FOR AL NSPEC ONS AND ES NG
AL E EVA ONS REFER 0 HE NA ONAL GEODE C VERT CAL DA UM OF 929
EX 5T NG SECT ON CORNERS AND OTHER AND MARKERS OR MONUMEN 5 OCA TED W H N
PROPOSED CONS RUCTON ARE 0 BE MAINTAINED BY THE CONTRACTOR AND OR RESE
AF ER CONS RUC ON UNDER CER F CA ON BY A AND SURVEYOR REG STEREO N HE
S A E OF F ORDA
HE MANUAl ON UN FORM RAFF C CON RO DEV CES SHAL BE USED ~ THE S ANDARD
FOR HE SGNAGE AND PAVEMEN MAAKNG REQUREMEN S OF THE PRO ECT
REFER 0 ARCH EC URAL OR ANDSCAPE ARCH EC URAL P ANS FOR HAND CAP RAMPS
CONCRE E WALKS DUMPSTER DE AI S BERM NG ANDSCAP NG F N SHED GRAD NG OF
GREEN ARE~ AND AL SPEC AL ANDSCAPE ARCH EC URAL FEA URES
HE
WHEREVER EXCAVATONS FOR U ES AAE MADE BELOW THE GRADES NOCATED ON
HE P ANS GRANU AA MATERAL FREE OF ORGANC OR OTHER DE ETEROUS MATERAL
SHAL BE USED TO RES ORE HE AREA 0 HE PROPER GRADE AND SHAL BE
COMPACTED TO 95 MAX MUM DENS TY A OP MUM MO SURE AASH 0 80 ME HOD
o
AAEAS TO BE COMPACTED SHAL BE MO STENED AND COMPACTED BY E HER RO NG
AMP NG OR ANY 0 HER ME HOD APPROVED BY THE ENG NEER N ORDER TO OBTAIN
HE DES RED DENS Y HE ENG NEER SHA NSPEC AL COMPAC ED AREAS PR OR
o FUR HER CONSTRUC ON OPERA ONS
PR OR 0 BACKF NG AROUND S RUC URES HE AREAS SHAL BE CLEAN Of AL
RASH AND DEBR S Of ANY DESCR P ION UN ESS 0 REC ED BY HE ENG NEER TO BE
EF N P ACE SUCH AS SHEE NG AND BRAC NG BACKF L SHAL BE HAND AMPED
N2 OOSE FS
EXCAVATION AND BACKFILL FOR UTILITY SYSTEMS
EXCAVA ON FOR MANHO ES AND 0 HER ACCESSORES SHAL HAVE A MNMUM
C EAAANCE OF WE VE NCHES AND A MAX MUM C EARANCE OF TWEN Y FOUR NCHES ON
AL S DES
WA ER SHAL NO BE PERM EO TO ACCUMU ATE N HE EXCAVATED AAEA SHA
BE REMOVED BY PUMP NG OR 0 HER MEANS AS APPROVED BY THE ENG NEER HE
REMOVAL Of WATER SHAL BE CONSDERED 0 BE A PAR OF THE BD PRCE OF HE
U P PE FOR WH CH EXCAV A ON AND BACKF S REQU REO
BANKS AND RENCHES SHAL BE VERT CAL UN ESS SHOWN OTHERW SE ON THE P ANS
HE W DTHS OF HE TRENCH SHAl BE A MAX MUM OF 36 NCHES ON EACH S DE OF
HE PPE BE BE L HO ES SHA BE ACCURATE Y EXCAVATED BY HAND
F HE BOT OM OF HE RENCH S ROCK THE EXCAVATON SHAL BE CARRED EGHT
NCHES BE OW HE NVER OF HE P PE AND BACKF L EO W H THOROUGH Y
COMPACTED SHARP SAND GRAVE OR 0 HER SU ABLE MATER AL APPROVED BY HE
ENG NEER
ROCK EXCAV A ON SHAL NC UDE ANY ROCK ENCOUNTERED WH CH CANNOT BE REMOVED
W H A 3 4 YARD BACKHOE UNDER NORMAL OPERA NG CONDTONS ROCK EXCAVATON
SHAL BE NCDEN AL 0 CONSTRUCT ON OF AL PPNG SYSTEMS AND NO SEPAAATE
PAYMEN W BE MADE
WHENEVER S NECESSARY N HE N ERES OF SAFE Y TO BRACE OR SHORE HE
S DES OF HE RENCH SUCH BRAC NG OR SHORING SHALL BE CONS DERED TO BE PAAT
OF THE BD PRCE OF THE U TY PPE FOR WHCH EXCAVATON AND BACKFL S
REQU RED
HE CONTRAC OR SHAL FURN SH PUT N PLACE AND MAINTAIN SUCH SHEET NG AND
BRACNG AS MAY BE REQURED TO SUPPORT HE SDE OF HE EXCAVATON AND TO
PREVEN ANY MOVEMENT WH CH CAN N ANY WAY DAMAGE THE WORK OR ENDANGER
AD ACEN STRUCTURES F THE ENG NEER S OF HE OP N ON HAT SUPPORTS AAE
NSUFF CENT HE MAY ORDER ADD TONAL SUPPORTS HE COMP ANCE W TH SUCH
ORDER SHAL NO RE EASE HE CONTRACTOR FROM H S RESPONS B Y FOR HE
SUFFlC ENCY OF HE SHEE NG
HE ENGNEER MAY REQURE GRADED CRUSHED ROCK FOR BACKF AROUND HE WATER
MAINS AND SEWER P PE N AREAS WHERE HE AVA AB E BACKF LL MA ER AL S
UNSU AS E
N AREAS WHERE PAVEMEN
5 HE REMAINDER OF HE RENCH SHALL BE PACED N 2 NCH LAYERS COMPACTED
H CKNESS AND SHAL BE COMPAC ED 0 98 PERCEN OF MAX MUM DENS Y ~ DETERM NED BY
AASH 0 80 METHOD 0 CON RAC OR W BE RESPONS BLE FOR CORRECT ON OF DAMAGE FROM
SET EMEN N HE BACKF ED AAEAS WHE HER UNDER HE PAVEMEN OR 0 HERW SE
N ARE~ WHERE NO PAVEMEN S 0 BE CONSTRUCTED THE BACKF ABOVE THE
WE VE NCH NE ABOVE THE P PE SHAL BE COMPAC EO TO A F RMNESS
APPRO X MA E Y EQUAL 0 HA OF HE SO AD ACENT 0 HE P PE RENCH
Y
HE PRME AND ACK COA CONS RUC ON AND MATERALS FOR THE PRME AND ACK
COA S SHAL CONFORM TO HE REQU REMENTS OF F 0 0 STANDARD SPEC F CA ONS
SEC ON 300 HE PRME AND TACK COATS SHALL BE APPLED PROR TO
CONSTRUCT ON OF HE ASPHAL SURFACE COURSE AND SHAL BE SANDED AND ROLLED
N ACCORDANCE W H SECT ON 300 APP CAT ON RA ES SHAI.. BE 0 5GAl SY FOR
ME ROCK B~E AND 0 25 GAL SY FOR HE SO L CEMENT BASE
ASPHA T C CONCRETE SURF ACE COURSE SHAL BE AS SHOWN ON THE P ANS HE
MA ER ALS FOR HE ~PHAL T CONCRE E SURF ACE COURSE SHAL CONFORM 0 HE
REOU REMEN S OF F D 0 STANDARD SPEC F CAT ONS SEC ON 33
AL GRADES SHOWN REFER 0 F N SHED ASPHAL PAVEMEN UN ESS OTHERW SE NOTED
MA ER AL HAV NG A P AS C Y NDEX AT MORE HAN 0 OR A L QUID L MlT
GREATER HAN 40 SHALL NOT BE USED ALL MATERAL USED FOR STABLZNG THE
ROADBED SHAL P~S A 3 2 NCH R NG
HE STAB Z NG MA ER AL SHALL BE APP ED N SUCH QUANT Y AS S NECESSARY
o PRODUCE HE REQU RED BEAR NG VALUE T SHALL BE NCORPORATED W TH THE
SUBGRADE BY P OW NG 0 SC NG HARROW NG BLAD NG OR 1.4 X NG W TH ROT MY
LERS UNT THE MXED MATERALS ARE OF A UNFORM BEARNG VALUE FOR THE
FU W 0 H AND DEP H OF THE COURSE BEFORE COMPACT ON REGARDLESS OF THE
CHARACTER OR BEARNG VALUE AL MATERALS N THE STABLZNG COURSE THAT
W L NOT PASS A 3 2 R NG SHAI.. BE REMOVED OR BROKEN DOWN TO A SIZE NOT
ARGER HAN 3 2 NCHES
COMPAC ON SHAL BE ACCOMPL SHED BY RO NG W TH ANY TYPE OF EQU PMENT
WH CH W L PRODUCE HE REQU RED DENS TY COMPACT ON SHAL CONTINUE UNT
HE EN RE DEPTH 0 BE STAB ZED HAS A DENS Y OF NOT LESS THAN 98X OF THE
MAX MUM DENS TY N ACCORDANCE W H AASHTO T 80 FIELD DENS TY TESTS SHAL
BE MADE AT NTERVALS NOT GREATER THAN 500 FEET N EACH COURSE OR AYER
HE BASE SHAL BE SPREAD UN FORMI.. Y W TH EQU PMENT ACCEPT ABLE TO HE
ENG NEER AL SEGREGATED OR OTHERW SE UNACCEPTABLE AREAS SHALL BE REMOVED
AND REPLACED W H PROPER Y GRADED ROCK AFTER SPREAD NG IS COMPLETED THE
ENT RE SURF ACE SHAL BE SCAR F ED AND THEN SHAPED SO AS TO PRODUCE HE
REOU RED GRADE H CKNESS AND CROSS SECT ON AFTER COMPACT ON L F S SHAL
HAVE A MAX MUM COMPACTED TH CKNESS OF S X NCHES
NO B UM NOUS MATER AL SHALL BE APPL ED WHEN HE TEMPERATURE OF THE AIR S
ESS THAN 40 DEGREES F AHRENHE N THE SHADE AND F AL NG OR WHEN N THE
OP N ON OF THE ENGINEER THE WEATHER COND TONS OR THE COND T ON OF THE
EX S NG SURF ACE S UNSU ABLE
HE SURF ACE 0 BE PR MED SHAL BE C EAN AND DRY FOR MEROCK B~ES THE
GAZED F N SH SHAL BE REMOVED BEFORE THE APPL CAT ON OF PR ME COA THE
EMPERA URE OF THE PR ME MATERIAL SHALL BE BETWEEN 100 DEGREES F AHRENHE T
AND 50 DEGREES F AHRENHE T
HE MA ER AL SHAL BE APP ED BY MEANS OF A PRESSURE 0 STR BUTOR THE AMOUNT OF
B TUM NOUS MATER AL APP ED SHALL BE AT A RATE NOT LESS THAN 0 15 GAL ISY
FOR MEROCK B~ES AND NOT ESS THAN 0 25 GAL SY FOR SO L CEMENT BASES
THE RA E OF APPL CAT ON SHALL COA THE SURF ACE THOROUGH Y AND UNIFORM L Y W THOUT
HAV NG ANY EXCESS TO FORM POOLS OR FLOW OFF THE BASE THE PR ME SHALL BE
ALLOWED 0 STAND WTHOUT SANDNG FOR A PEROD OF AT LEAST 48 HOURS UNLESS OTHERWSE
ORDERED BY HE ENGNEER F SO ORDERED BY THE ENGNEER A GHT UNFORM APP CATON OF
C EAN SAND SHAL BE APPL ED PR OR TO OPEN NC THE PRIMED BASE 0 TRAFF C N
WH CH CASE THE SAND SHALL BE RO ED W TH A TRAFF C ROLLER N CONJUNCT ON
W TH RAFF C 0 CURE THE PR ME COA AFTER THE SAND COVER NG HAS BEEN
APP ED THE SURF ACE MAY BE OPENED 0 TRAFF C F WARRANTED BY TRAFF C
COND TONS N THE OP N ON OF THE ENG NEER THE APPL CAT ON SHALL BE MADE
ONLY ON ONE HALF THE WDTH OF THE BASE AT ONE TME CARE BENG TAKEN TO
SECURE THE CORRECT AMOUNT OF B TUM NOUS MATER AL AT THE JO NT
DRAINAGE NOTES
ALL CORRUGATED ALUM NUM P PE SHALL MEET THE REQU REMENTS OF F 0 0
SECT ON 945 AND AASHTO DES GNAT ON M 96 FOR TYPE AND TYPE P PE P PE
SHAL HAVE HEL CAL CORRUGAT ONS W TH RE ROLLED ENDS
RE NFORCED CONCRE E PIPE SHAL MEE THE REQU REMENTS OF F DOT STANDARD
SPEC F CAT ONS SECT ON 94 CONCRETE P PE SHALL BE CLASS OR AS SHOWN
ON THE P ANS P PE GASKETS SHAL MEET F DOT STANDARD SPEC F CAT ONS
SEC ON 942
THE
BEDDING OF HE P PE SHALL BE F 0 0 CLASS C OR BETTER REQUIRING HE
BOT OM OF THE TRENCH SHAPED TO F T THE BOTTOM OF THE P PE FOR A 0 STANCE
EQUAL TO ONE HALF OF THE OUTS DE 0 AMETER OF THE P PE
AL P PE SHAL BE CAREFULLY LAID RUE TO THE L NES AND GRADES G VEN W TH
HUBS UPGRADE AND TONGUE END FU Y ENTERED NTO THE HUB WHEN P PE WITH
QUADRAN RE NFORCEMENT OR C RCU M P PE W TH ELL PT CAL REINFORCEMENT S
USED HE P PE SHALL BE NST AL EO N A POS T ON SUCH THAT THE MANUFACTURER S
MARKS DES GNAT NG TOP AND BOTTOM OF THE P PE SHALL NOT BE MORE THAN F VE
DEGREES FROM HE VERT CAL PLANE THROUGH THE LONG TUD NAL AX S OF THE P PE
ANY P PE HAT S NOT N TRUE AL GNMENT OR WH CH SHOWS ANY SETTLEMENT AFTER
AYNG SHAL BE TAKEN UP AND RE AID WTHOUT ADDTONAL COMPENSATON
JON S FOR RENFORCED CONCRETE S ORM DRAINS AND CULVERTS SHALL BE FOR ROUND
P PE RUBBER GASKETS MEETING THE REQU REMENTS OF SECTION 430 7 2 94 5
AND 942 F ORDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFCATIONS
FOR ROAD AND BR DGE CONSTRUCT ON SHAL BE USED
PERFORATED UNDERORAlN PPE FOR THE STORM DRNNAGE SYSTEMS SHAL
BE CONSTRUCTED AT THE LOCATIONS SHOWN FOR EXFLTRATON TRENCH ON
THE P MIS
PERFORATED UNDERDRAlN PPE SHALL BE 360 DEGREE PERFORATED AND SHAL BE
E HER CORRUGATED ALUM NUM P PE AND MEET THE REQUIREMENTS OF F 0 0
S MlDARD SPEC F CAT ONS SECTION 945 AND AASHTO M 96 DES GNATION FOR
CORRUGATED ALUM NUM CULVERT P PE AND UNDERDRNNS OR SHALL BE SOCK WRAPPED
PO YE HYLENE PIPE AS MANUFAC URED BY ADS OR EQUVALENT ALUMINUM PIPE SHALL
HAVE HELICAL CORRUGAT ONS W H RE ROLLED ENOS
HE F ER MED A SHAL BE AS DESCR BED N CURRENT F DOT STANDARD
SPEC FlCA ONS SECT ON 90 OR AS REQU RED BY GOVERNMENTAL AGENCY HAV NG
JURISD CT ON AND PERMlTT NG THE DRAINAGE SYSTEM AND SHALL BE FURN SHED AND
NST AL ED ACCORD NG TO DETAILS SHOWN ON THE PLANS HE F L TER MED A SHALL
BE AID N 6 AYERS TO A LEVE 2 OVER THE TOP OF THE PERFORATED UNDER
DRAIN P PE OR 0 THE LEVEL DENOTED N THE DET NLS ON THE PLANS THE TOP
BO OM AND BOTH S DES OF THE FILTER MED A SHALL BE COVERED W TH M RAF 40N
OR APPROVED F DOT EQUAL FOR THE FU L LENGTH OF THE MED A UNLESS
OTHERW SE SHOWN ON THE P ANS
THE MOSTURE CONTEN OF THE FLTER MEDA SHALL BE MAlNTNNED AT A LEVE
SUFF ClENT 0 PREVENT PART C E SEGREGAT ON WHILE OAD NG HAUL NG AND
P AC NG
WATER NOTES
AL WORKMANSHP AND MATERAL SHALL CONFORM 0 HE STANDARDS OF HE UT Y
PROVDNG SERVCE NO PHYSCAL CONNEC ON OF NEW WATER MAINS TO ACTVE
WA ER MAINS SHALL BE MADE UNTL SUCH TME THAT THE NEW MAINS ARE CONFRMED
o BE BACTER OLOG CAL Y SAFE AND THE FOE P RELEASE HAS BEEN
OBTAINED TEMPORAAY CONNECT ONS OF NEW MAINS 0 ACT VE MAINS FOR HE
PURPOSE OF F L NG AND F USH NG SHAL BE MADE BY A METHOD DEEMED ACCEPT AB E
o THE UTR. TY PROV 0 NG SERV CE
AL W A ER MAINS SHAL BE DES GNED FOR A M N MUM WORK NG PRESSURE OF 50 PS
AND HAVE COMPRESS ON TYPE BE AND SP GOT 0 N S
HE WA ER SYSTEM SHALL BE C EANED 0 S NFECTED PER ANS AWWA C65 86 AND
TES ED FOR A PER 00 OF NOT ESS THAN 2 HOURS AT 50 Pst N ACCORDANCE W TH
ANS AWWA STANDARD C60087 AND PER AWWA MANUAL M23 WTH AN ALLOWABLE
EAKAGE AS DETERM NED BY HE FO OW NG FORMU AS
o P MAINS
SDpO 5 33 200
PVC MAINS
05
NDP 7400
S
D
P
N
HYDROS ATIC TEST NG OF PVC MNNS SHAL BE N ACCORDANCE W TH AWWA C605 94
THRUST BLOCKS AS SHOWN ON THE DE AIL SHEETS SHAL BE PROV OED AT AL BENDS
UN ESS NOTED 0 HERW SE ON PLANS F RESTRAINED JO NT P PE S SPEC F ED ON
THE PLANS SHALL BE NST ALLED TO MEE HE REQUIREMENTS OF THE P PE
MANUFACTURER AND THE UTLTY DEPARTMENT
AL BACKF LUNDER FU URE PAVED AAEAS SHAL BE PACED N 2 COMPAC ED FTS
AND COMPACTED BY MECHAN CAL MEANS TO 98 MAX MUM DENS TY TO PREVENT FUTURE
SETT EMENT 8ACKF L N NON TRAFF C AREAS SHALL BE COMPACTED TO 95X
MAX MUM DENSITY BOTH COMPACT ON REQU REMENTS SHALL BE N ACCORDANCE W TH
AASHTO T 180 METHOD 0
SEE MECHANICAL DRAWNGS FOR EXACT OCATONS OF CONNECTON PONTS 0
BULDNG WATER SERVCES
DUCT LE RON PIPE 0 P CLASS 350 OR AS NOTED ON PLANS SHALL BE CEMENT
L NED AND SEAL COATED IN ACCORDANCE W TH ANS AWW A STANDARD C 5 A2 5 86
AND C 04 A2 4 85 MAINS SHALL BE LAID W TH A MlN MUM OF 36 CLEAR COVER
DUCT LE RON F TTINGS SHALL BE CLASS 350 THROUGH 24 AND CL~S 250 N S ZES
30 AND ARGER PER AWWA C 53 OR COAL F T NGS SHALL BE CEMENT NED AND
SEALED THE SAME AS P PE N ACCORDANCE W TH ANS AWWAC 04 A2 4 ALL F T NGS
SHALL BE MECHANCAL JON AL LOADNG OR UN OADNG OF PIPE FTTNGS VALVES AND
ACCESSOR ES SHALL BE DONE N SUCH A MANNER SO ~ TO AVO 0 DAMAGE THE P PE
SHALL NOT BE SI< ODED OR ROLLED AGAINST P PE ALREADY UNLOADED
HE NTERlOR OF ALL PIPE F TT NOS AND OTHER APPURTENANCES SHAL BE KEPT
FREE OF OtRT AND FORE GN MATTER AT ALL T MES PIPE SHALL BE FLUSHED CLEAN
BEFORE VALVES AND OTHER APPURTENANCES ARE NSTALLED
ALL P PE SHALL BE LAID TO NE AND GRADE W TH VALVES AND HYDRANT STEMS
P UMB ALL PIPE SHALL HAVE A 1.4 N MUM COVER OF 36 NCHES ALL P PE MAINS
SHAL BE NSTALLED W H ME ALLC DENTFCATON APE 6 OVER MAIN AND 2 BE OW GRADE
THE RENCH SHAL HAVE A F AT BOT OM CU TRUE AND EVEN SO THAT THE BARREL
OF HE PPE SHAL BEND S FUL ENGTH N GENERAL TRENCH EXCAVATON
SHALL CONFORM TO THAT PORT ON OF THE SPEC F CAT ONS UNDER THE HEAD NG
EXCAVAT ON AND BACKF L NG FOR UT TY SYS EMS
AL F TTINGS 3 NCHES AND OVER SHALL BE PROPER Y ANCHORED AND BRACED W H
CONCRETE THRUST BLOCKS POURED N PLACE CONFORM NG W TH THE DETAILS OF THE
PANS
AL MAIN LINES AND BRANCHES SHALL BE FLUSHED CLEAN OF SAND DEBR S OR ANY
OTHER FOREON MA ERAL BEFORE STARTNG HE S ERLZATON PROCESS A TAP
SHAL BE PROV OED LARGE ENOUGH TO FEED THE CHLOR NE SOLUT ON
PR OR TO 0 SIIIFECT ON THE PIPE SHALL BE FU L OF WATER W TH AL NR PURGED
FROM THE SYSTEM FOL OWING A F USH NG OPERAT ON
POL YVlNY CHLOR DE P V C P PE SHALL CONFORM TO ANS AWW A STANDARD
C900 89 AND BEAR N S F SEAL FOR POTABLE WA ER USAGE P V C PRESSURE PIPE
SHALL BE MADE FROM CLASS 2454 A OR C ASS 2454 B V RG N COMPOUNDS AS
DEFNED IN ASTM 0 784 WTH AN ES ABLISHEO HYDROSTATC DESGN BASS HOB
RATNG OF 4000 PS FOR WATER AT 734 FAHRENHET PPE WTH WAL THCKNESS
OF DR 8 SHALL HAVE THE OUTS DE 0 AMETER 00 OF CAST IRON PIPE P V C POT ABLE
WATER MAINS SHALL BE BLUE N COLOR
JO NTS FOR P V C PRESSURE P PE SHALL BE PUSH ON RUBBER GASKE YPE ON Y
NO SOL VENT WELD OR THREADED JOIIITS W LL BE PERM TTED
P V C F TT NGS SHALL BE MONOL TH C CONSTRUCT ON AND OF THE TYPE SPEC F ED
BY THE MANU~ ACTURER OF THE P PE BE NC USED
BACTER OLOG 0Al; REPORTS MUS REFLEC THE CHLOR NE RES DUAL A ME OF
COL ECT ON F'RtE ACT VE COMB NED AVAILABLE
GATE VALVES
GATE VALVES 2 AND LARGER SHALL COMP Y WTH ANS AWWA STANDARD C509 87 AND
SHAL HAVE THE FOLLOWNG DESGN STANDARDS
AL GATE VALVES AAE TO BE RON BODY BRONZE MOUN ED NON RSNG STEM
OPENNG LEFT COUNTER CLOCKWSE RESLENT SEAT VALVES SOLD WEDGE TYPE
GATE VALVES 3 0 SHAL HAVE A MAXMUM WORKNG PRESSURE OF 200 PS AND BE
ESTED AT 400 PS VALVES 2 48 SHALL BE BUTTERFLY VALVES GEAA ACTVATED
N ACCOROItICE WTH ANSI AWWA STANDARD C504 87 AND HAVE A MAX MUM WORKNG
PRESSURE OF 50 PS AND BE TESTED AT 300 PS NON GEARED VALVES SHAL BE
FURN SHED W Tll 0 R NG PACK NG TWO 0 R NGS
THE DSK MECI'IANSM SHAL BE DESCNED SO THAT THE SEATNG PRESSURE S
APP lED EQUALLY AT FOUR SEPARATE CONTACT PO NTS NEAR THE OUTER EDGE OF EACH
DSK OR N THE CASE OF FULLY REVOLVNG DSK VALVES THS SHAL BE
ACCOMP SHED BY TWO FLAT RECTANGULAR CONTACT STRPS PRODUCNG AN EQUVALENT
EFFECT THE UPPER CONTACT STR P SHAL BE FACED W TH STAINLESS STEEL
THE TYPE OF END CONNECT ON SHAL BE DETERM NED BY THE TYPE OF P PE USED
GATE VALVES UNDER 2 N SZE SHALL BE BRONZE CONFORMNG TO M S S STANDARD
PRACT CE SP j7 THEY SHALL BE DOUBLE 0 SK NON R S NG STEM OPEN LEFT
COUNTER CLOCI(WSE WTH OPERATNG WHEEL PEWTER AND POT METAL OPERATNG
WHEELS SHALL NOT BE PERMTTED GATE VALVES SHAL MEET FEDERAL SPEClFCATON
WW V 54 TYPE CLASS A.
VALVE BOXES SHALL BE CAST RON EXTENSON TYPE WTH NOT ESS THAN 5
o AMETER SHArT AND W TH COVERS MARKED WATER
WATER SERvers SHALL BE PO YETHYLENE TUBNG COMPLYNG WTH APP CABLE
REQU REMENTS OF PE 3408 MATER AL SHALL BE AS DESCRIBED N AS M 0 2737
AND HAVE A ST >>lDARD 0 MENS ON RAT 0 DRgo N ACCORDANCE W TH
ANS AWWA STANDARD C90 98
JO NTS FOR POLYETHYLENE TUB NG SHALL BE OF THE COMPRESSION YPE UT L Z NG
A TOT ALL Y CONF NED GR P SEAL AND COUPL NG NUT STAINLESS STEE TUBE
ST FFENER NSERTS SHALL ALSO BE USED FOR P E TUB NG SERV CES
OTHER SERvcr MATERALS MAY BE CONSDERED FOR SPECFC NSTALLATONS UPON
SUBMSstON OF SPECFCATONS AND APPROVAL OF THE ENGINEER
WATER SERV cES SHALL BE MARKED N CURBS
WATER SERV CES UNDER STREETS SHALL BE SLEEVED N CLASS 160 PVC
SERV CE SADDLES SHALL BE RON BOD ED EPOXY COATED W TH DOUBLE STAINLESS
STEEL STRAPS
CONTRACTOR SI-IAL INSTALL WATER METER BOXES P ~TC WlTH METAL LOS
FIRE HYDRANTS
.
ALL F RE HYDRANTS SHAL MEET THE CITY APPROVED MANUFACTURERS L ST
AS STATED N TllE DEVELOPMENT CODE
ALL F RE HYDRANTS SHAL COMP Y W TH ANS AWWA S ANDARD C502 85 AND THE
FOLLOWING DES GN STANDARDS
F RE HYDRANT!; SHALL BE OF THE COMPRESS ON TYPE OPEN NG AGAINST THE
PRESSURE AND CLOSNG WTH THE LNE PRESSURE WTH A 5 4 VALVE OPENNG
THE HYDRANT SHALL BE EQU PPED W TH 2 2 2 AND 4 /2 NOZZLES
F RE HYDR.....T!; SHALL BE FURN SHED W TH A SEALED OIL OR GREASE RESERVOIR
LOCATED H TIE BONNET SO THAT ALL THREADED AND BEARING SURFACES ARE
AUTOMAT CALLY LUBRICATED WHEN THE HYDRANT S OPERATED THE HYDRANT WLL BE
DES GNED FOR 0 SASSEMBL Y BY USE OF A SHORT 0 SASSEMBL Y WRENCH OR THE
HYDRANT SHOE SHALL HAVE NTEGRAL CAST T E BACK UGS ON THE MNN VALVE TO
PERtH THE MAIN VALVE ASSEMBLY AND VALVE SEAT TO BE REMOVED WTHOUT DGGNG
EARTH OR D SASSEMBL NC THE HYDRANT BARREL
FRE HYDRItIT!; WLL BE FURNSHED WTH A BREAKABLE FEATURE THAT WLL BREAK
C EMILY UPON MPACT THIS SHALL CONS ST OF A TWO PART BREAKABLE SAFETY
FLANGE W TH A BREAKABLE STEM COUP NG THE UPPER AND LOWER BARRELS SHALL
BE F UTED AND R BBED ABOVE AND BELOW THE SAFETY FLANGE OR HAVE AN EXTRA
STRENGTH LOWER BARREL
THE F RE HYOR.....T NTERNAL VALVE SHALL BE 5 4 MNMUM THE PENTAGONAL
OPERATING NUTS AND THE CAP NUTS SHAL BE 2 POINT TO FLAT ORAIN VALVE
OUTLETS FOR THE HYDRANTS SHALL BE PLUGGED OR OMITTED CHNNS FOR THE CAPS
SHAL ALSO BE OM TTED THE HYDRANTS SHALL OPEN COUNTER CLOCKWISE AND THE
o RECT ON OF OPEN NG SHALL BE CAST ON THE TOP THE BURY LENGTH MEASURED
FROM THE BOtTOM OF THE CONNECT NG P PE TO THE GROUND LINE AT THE HYDRANT
SHALL BE THREE FEET S X NCHES 42 1.4 N MUM OR AS REQUIRED BY PLAN
HE HYDRANT SHAL BE EQU PPED W TH A 6 M NIMUM MECHANICAL JO NT BASE NLET
UN ESS OTHE~W SE SPEC F ED BY THE ENG NEER
ALL F RE HY~ANTS SHALL BE SET 6 FEET N FROM ALL EDGES OF PAVEMENT
MNMUM
REFLECT VE Bli.UE MARKERS SHALL BE PLACED N THE CENTER OF THE NEAREST
RAVE ED LANE TO MARK F RE HYDRANT LOCAT ONS
FITTINGS
METER VALVES SHALL BE CLOSED BOTTOM DESGN AND RESLEHT 0 RHG SEALED
AGAINST EXTERNAL LEAKAGE AT THE TOP SHUT OFF SHALL BE AFFECTED BY A
RES LENT PRESSURE ACTUATED SEAL SO POS TONED N THE PLUG AS TO COMPLETELY
ENCLOSE THE FLOW WAY N THE CLOSED POS T ON THE INlET S DE OF ALL METER
VALVES SHALL HAVE A COMPRESS ON TYPE F TTING AS SPEC FED FOR JOINTS ABOVE
METER VALVES FOR METER SIZES AND UNDER SHALL BE EQUIPPED WTH A METER
COUPLING NUT ON THE OUTLET SlOES
METER VALVES FOR
OUT ET S DES
AL METERS SHALL BE SET AT THE EDGE OF PAVEMENT OR BACK OF S DEWALK UNLESS
OTHERW SE SHOWN ON THE PLANS
2 AND 2 METERS SHAL HAVE FLANGED CONNECT ONS ON THE
METER VALVES AND CORPORATON STOPS SHAL BE OF BRONZE CONSTRUCT ON N
ACCORDANCE W TH ~ M SPEC F CAT ON B62 82A.
N E THREAD FOR ME ER VALVES AND CURB SOPS SHAL BE AWWA APER THREAD N
AL SZES N ACCORDANCE W H ANS AWWA STANDARD C80089 OUT ET CONNECTONS
SHAL HAVE A COMPRESS ON TYPE F TNG SAME AS VALVES
S EE TAPPNG S EEVES SHALL HAVE A WELDED STEEL BODY W H FLAT FACED S EEL
F ANGE RECESSED FOR A T APP NG VALVE N ACCORDANCE W H M S S ST ANOARD
SP 60 GASKETS SHAL BE NEOPRENE 0 R NG TYPE W H SOME YPE OF GASKE
RES RAlNT INCORPORA ED N THE S EEVES
CAST RON OR DUCT LE RON T APP NG SLEEVES SHAL BE OF THE MECHAN CAL JO N
YPE HAVNG A FLAT FACED 0 F ANGE RECESSED FOR A TAPPNG VALVE ALL END
AND S DE GASKETS SHALL BE TO AL Y CONF NED
ALL CAS NGS SHAL BE TRUE 0 PATTERN AND DIMENSONS FREE FROM FAU TS OR
OEFEC S AND WE C EANED AND PAIN ED WTH COAL AR PTCH VARNSH BEARNG
SURFACES BE WEEN CAST FRN.lES COVERS AND GRATES SHALL BE MACH NED AND
F TTED VGE HER TO ASSURE A RUE AND EVEN F T W TH N ARE~ OF VEHICULAR
TRAFFC THE FRAMES COVERS AND GRATNCS SHALL BE MACHNE GROUND SO THAT
RREGULAR TV Of CONT AC W BE REDUCED TO A 1.4 N MUM IN) W L BE
RATTLEPROOF
CONTRACTOR S TO PREVENT NTRODUC ON OF DEBR S OR 0 RT NTO EX ST NG STORM
DRAINAGE AND OR SAN MY SEWER SYSTEM AS A RESU T OF CONSTRUCT ON ACT V T ES
ALL L NES AND STRUCTURES SHALL BE CLEANED PR OR 0 F NAL NSPECT ON AND
ACCEPTANCE
OCATON OF DRAINAGE AND SANTARY SEWER STRUCTURES GOVERN ADJUST PPE
ENG HS AS REQU RED
WAL RE NFORCEMENT AND H CKNESS FOR PRECAST STRUCTURES SHALL BE N
ACCORDANCE W TH ASTM C 478
MORTAR USED TO SEAL THE PIPE NTO THE WAL S OF THE PRECAST STRUCTURES WL
BE OF SUCH A MIX THAT SHRINKAGE W LL NOT CAUSE EAKAGE N OR OUT OF THE
STRUCTURES THE MAX MUM OPENIIlG THROUGH WAL S FOR P PE SHAL BE THE MAX MUM
REQU RED OUTS DE DIAMETER PLUS 6
AL MANHO ES SHALL BE SET P UMB TO NE AND GRADE AND SHALL REST ON A F RM
CAREFULL Y GRADED SUBGRADE WH CH SHAL PROVIDE UN FORM BEARING UNDER BASE
ALL JONTS SHALL BE WATERTGHT ALL JONTS SHALL NOT BE COVERED UNTL
NSPECTED AND APPROVED BY THE ENG NEER AND OTHER APPL CABLE AUTHOR TIES
AL P PE SHAL BE AID N A DRY TRENCH ALL MUCK OR OTHER UNSU TABLE
MATER AL ENCOUNTERED IN TRENCH BOTTOM SHAL BE REMOVED AND BACKF ED W H
GRANULM MATER AL COMPACTED TO 98X OF MAX MUM DENSITY ~ DETERMNED BY
AASHTO T 80 METHOD 0
SHOP DRAWINGS FOR ALL STRUCTURES AND MATER ALS TO BE USED ON THE PROJEC
SHALL BE SUBM T ED TO THE DESIGN ENG NEER AND THE RESPECT VE ENGINEERING
AND UT TY DEPARTMEN S FOR APPROVAL PROR 0 CONSTRUCT ON OR NSTALLATON
CONTRACTOR SHALL MAlNTNN ONE CLEAN SET OF APPROVED CONSTRUCTION PLANS FOR
RECORD NG OF AS BU L T COND T ONS AS THE WORK PROGRESSES TH S SET SHALL BE
SUBM TED TO THE ENG NEER ~ PART OF THE PROJECT CLOSE OUT
UNLESS OTHERW SE NOTED OR APPROVED AL GRAV TV MNNS AND SERV CES SHAL BE
UNPLAST C ZED POLYVINYL CHLOR DE PVC NON PRESSURE PIPE CONFORM NO TO ASTM
o 3034 AND SDR 35 W TH NTEGRAL BELL AND SP GOT JO NTS FOR PUSH ON RUBBER
GASKE TYPE JO NT SEALS CONFORMING TO ASTM D 869
PVC F TT NGS SHAL BE OF MONOL TH C CONSTRUC ON OF THE TYPE SPEC F ED BY
THE MANUFACTURER OF THE P PE BE NG USED NO SOL VENT WE OS OR THREADED
JONTS W LL BE PERMITTED P V C P PE AND F TTINGS SHALL BE GREEN N CO OR
THE JO NT NG OF P PE ON THE JOB SHALL BE DONE N STRICT ACCORDANCE W TH HE
PIPE MANUFACTURER S NSTRUCT ONS AND SHAL BE DONE EN RELY N THE TRENCH
UNLESS OTHERWlSE DIRECTED BY THE ENGNEER
CONNECT ON OF PVC PIPE TO MANHOLES SHAL BE MADE W TH APPROVED MANHO E
COUP NOS CORRESPOND NG TO THE S ZE AND YPE OF SEWER P PE AS APPROVED BY
THE UTII. TY INF UENT AND EFF UENT SEWERS SHAL BE GROUTED N P ACE US NG
A WATER PROOF EXPANDNG GROUT ACCEPTABLE TO THE ENGNEER AL OPENINGS
AND JOINTS SHALL BE SEALED WATERT GHT P PES ENTER NG AND EX T NC MANHO ES
SHAL HAVE A TWO FOOT SECT ON OF P PE W TH THE APPROPRIATE JO NT
SERV CE ATERALS W LL NOT BE PERM TTED THROUGH MANHOLE WALLS UNLESS
SPEC FICALL Y NOTED OTHERW SE
A F OW CHANNEL SHAL BE CONSTRUCTED TO 0 RECT NFLl.EN NTO F OW STREAM
REFER TO DET AI S
OUTS DE DROP CONNEC IONS WILL BE REQU RED WHEN THE VER CAL 0 STANCE
BETWEEN P PE NVER S EXCEEDS TWO FEET 2 DROP CONNECT ONS WHERE
REQUIRED SHALL BE C~T MONOL TH CALL Y W TH THE MANHO E ELEMENTS AS SHOWN
ON THE DET NLS
THE D AND FRAME SHAL BE CAST OF CLOSE GROUND GREY RON CONFORM NG TO
ASTM A 48 CLASS 30 AND SHALL BE OF UN FORM QUAL TY FREE OF BLOW HOLES
POROS Y CRACKS AND OTHER OBV OUS VISUAL DEFECTS THE COMBINED WE GHT OF
HE FRAME AND L 0 SHALL NOT BE LESS THAN 420 POUNDS AND THE L 0 SHAL
WEIGH A MINIMUM OF 80 POUNDS THE SEAT NG SURF ACES BETWEEN FRAMES AND
COVERS SHALL BE MACH NED TO F T TRUE NO PLUGG NG OR FILL NG W LL BE
ALLOWED CASTNG PATTERNS SHAL CONFORM TO THOSE DESGNATED BY THE UT TY
ALL MANHOLES SHAL HAVE THE WORDS SAN T AAY SEWER CAS N THE OS
CASTNGS SHAL BE CLEANED AND COATED WTH A COAL TAR PITCH VARNISH WHCH S
TOUGH WHEN COLD BUT NOT TACKY OR BR TT E P CK TYPE IF'TlNG HOLES W BE
CAST NTO L OS BUT SHAL NOT GO C EAR THROUGH THE L 0
ALL GRAVTY MAINS ARE 8 PVC PIPE AT 040 MNMUM SLOPE AND ALL LATERALS
ARE 6 PVC AT 8 PER FOOT 1.4 NIMUM S OPE UNLESS OTHERW SE SHOWN ON THE
PLANS
MINIMUM COVER ON SANITARY SEWER MAIN SHALL BE 48 TO NVERT 1.4 N MUM COVER ON
LATERALS SHALL BE 8 AT HGH END OR ~ SHOWN ON PLANS
CONTRACTOR SHALL NST ALL ONE ENGTH OF CL50 0 P FOR ALL SAN T ARY SEWER
MAINS OR LATERALS HAVNG LESS THAN 8 NCHES SEPARATON FROM WATER MNN
SEE STANDARD SEWER SEPARATON STATEMENT FOR DETAILS ON NS ALLATON
INTERRUPTION OF EXISTING UTILITIES.
ANY CONSTRUCT ON WORK THAT REOU RES NTERRUP ON OF SERVICE TO ANY CUSTOMER
SHALL BE DONE SO W HAM N MUM OF SEVENTY TWO 12 HOUR NOT CE TO AND
fR T EN APPROVAL BY THE APPROPRIATE UT LITY COMPANY THE CONTRACTOR SHALL
ARRANGE A MEET NG W TH HE C TY OTHER GOVERN NG AGENC ES AND OTHER AFFECTED
UTIL T ES PR DR TO SCHEDUL NG HE SHUT DOWN TO ASSESS THE SCOPE OF WORK ALL
SYSTEM SHUT DOWNS SHA BE SCHEDULED BY THE CONTRACTOR AT SUCH T ME THAT SYSTEM
DEMAND SLOW TH S GENERALLY REOU RES N GHT T ME WORK BY THE CONTRACTOR AND
REOU RES FUL T ME NSPECTION BY A REPRESENTATIVE OF THE UT L TY AL COS
FOR OVERTIME WORK BY THE REPRESENTAT VE OF THE UT TY SHA BE BORNE BY THE
CONTRAC DR EACH CUSTOMER AFFECTED BY THE SHUT DOWN SHA BE PROV OED M N MUM
FDRTY-E GHT 48 HOURS WR TTEN NOT F CAT ON BY THE CONTRACTOR
SHOP DRAW NG APPROVA S REOU RED PR OR TO CONSTRUCTION COMMENCEMENT FOR ALL
MATERIALS AND STRUC URES SEVEN 7 SETS ARE REOUIRED FOR REVIEW EACH SUBMITTAL
SHAL BE AS COMPLETE AS POSS BLE AND INCLUDE ONLY APPLICABLE ITEMS S X 6 SETS
OF APPROVED SHOP DRAW NGS SHALL BE RETURNED TO THE CONTRACTOR FOR DISSEM NAT ON TO OWNER
UT TY ErC
SEWER SERV CES SHAL BE MAAKEO W TH A 4 x4 POST PAIN ED RED AND LABELED
BY LOT NUMBER OR ~T NUMBER
SEE MECHAN CAL DRAW NGS FOR EXACT OCAT ONS OF CONNECT ON PO NTS 0
au LDfNG SEWER SERV CES
INSIDE AND OUTSIDE SURFACES OF MANHOLES TO BE TREATED WTH TWO COATS OF
KOPPERS BTUMASTC 300 1.4 OR EQUAL EACH COAT SHALL HAVE A MNMUM DRY
THICKNESS OF 6 M S MANHOLES SHAL BE CURED TWENTY ONE 2 DAYS BEFORE
COATNG MANHOLES TO BE INSPECTED BY UTL TY DEPARTMENT BEFORE NSTALLATON
AND P""'TNG
NOTES
CONTRACTOR SHALL REMOVE ALL TRASH AND CONSTRUCT ON DEBR S FROM THE CONSTRUCTION S TE
THE C TY ENG NEER S OFF CE MUS REC EVE TEST REPORTS AS SOON ~ THE TEST S TAKEN
UPON COMP ET ON OF THE WORK A V SUAL NSPECT ON SHALL BE MADE OF THE
COMPLETED SYSTEM ALONG WTH AN NFILTRATON AND EXFLTRATON TEST
AFTER ALL TEST NG HAS BEEN COMPLETED THE UT L T ES DEPMTMENT
MAY MAKE AT THE R OWN EXPENSE A TELEVISION NSPECT ON
BEFORE THE L NES ARE ACCEP'TEO FOR MAINTENANCE MAX MUM ALLOWABLE
LEAKAGE NTO OR OUT OF THE SYSTEM TllROUGH THE GRAV TY SEWER LATERALS
AND MANHOLES SHALL BE 0 GALLONS PER NCH 0 AMETER OF P PE PER
24 HOURS LENGTH OF HOUSE LATERALS ARE NCLUDED
SANITARY SEWERS SHALL BE AIR TESTED ALLOWABLE LEAKAGE SOPS
TEST PRESS~ S 4 a PS GREATER THAN THE GROUNDWATER PRESSURE 90 PS MAX
DURATION OF TEST IS 520 T MES LENGTH OF P PE 734 MINUTES MINIMUM FOR B P V C
AL SEWER P PES SHAL BE TRUE TO L NE AND GRADE W TH BE LS UPGRADE THE
SECT ONS OF THE P PE SHALL BE SO AID AND F TED TOGETHER THAT WHEN
COW'LETE THE SEWER SHALL HAVE " SMOOTH AND UN FORM NVERT HE P PE SHAL
BE MNNTNHED ClEAN SO THAT THE JOINTNG COMPOUNDS WLL ADHERE ALL PPE
SHALL BE FREE FROM DEFECTS TRENCHES SHALL BE KEPT DRY WHLE THE P PE S
BE NG AID
BEDO NG OF HE P PE SHALL BE F DOT CLASS C OR BE TER REQU R NG THE
BOT OM OF HE TRENCH TO BE SHAPED TO F THE BOTTOM OF THE PPE FOR A
DISTANCE EQUAL TO ONE HALF OF THE OU SlDE DAMETER OF THE PPE BEL HO ES
SHAL BE DEEP ENOUGH 0 NSURE PROPER BEMING OF THE PIPE BARRE ON HE
BEDDING
ALL JO NTS SHALL BE CAREFU L Y F TTED SO AS TO NSURE A T GHT WATERPROOF
JOINT JO NTS SHAL NOT BE COVERED UNT L APPROVED BY THE ENG NEER THE
EXPOSED END OF ALL P PE SHAL BE PROTECTED SO AS TO PREVENT 0 RT OR 0 HER
DEBRIS FROM ENTERING THE P PE P PES SHAL BE THOROUGH Y F USHED AT THE
COMPLETION OF THE WORK
ILL CONNECTONS WHCH ARE FOR FUTURE USE SHALL BE PROPERLY CAPPED NO PPE
SHALL BE CUT FOR CONNECT ONS UNLESS APPROVED BY HE ENG NEER WYES FOR
SERV CE CONNECT ONS SHALL BE INSTALLED AS SHOWN ON THE P ANS THE UPPER
END OF SERV CE CONNECT ONS SHALL BE LAID AT A DEPTH NO ESS THAN 30 NCHES
NOR MORE THAN 48 INCHES BELOW FINISH GRADE ELEVAT ON. CLEANOUTS CONS ST NG
OF WYE RISER AND CAP SHALL BE NSTALLED AT 75 FOOT INTERVALS ON LONG
LATERALS
WHERE THE CROWN OF HE PIPE S BELOW THE NATURAL GROUND WATER TAB E AT
THE TIME AND PLACE OF ESTING THE P PE SHAL BE TESTED FOR NFL TRATION
SUITABLE WATER T GHT PLUGS SHALL BE INSTAL ED AND SECT ONS OF PIPE 0 BE TESTED
SHALL BE PUMpED ORY BEFORE THE START OF THE TEST WHERE THE CROWN OF THE PIPE
S ABOVE THE NATURAL WATER TABLE THE PIPE SHAL BE TESTED FOR EXFLTRATON BY
INSTALLNG NECESSARY PUGS AND FLLNG PPES AND MANHOLES WTH WATER AND
MAINTAINING A STATC HEAD OF WATER OF TWO FEET ABOVE THE CROWN OF THE PPE
DURING THE TEST EXFIl. TRAT ON TEST SHAL BE CONDUCTED ON GRAV TY L NES
IlJILD NO AND HOUSE LATERAL L NES UNLESS WAIVED BY THE UTIL TY
WHEN APPROVED BY THE UT L TY AIR TESTING OF NES
ABOVE THE WATER TAl3LE WL BE ACCEPTABLE
ALL V S BLE EAKS REGMDLESS OF RESULTS OF NF L TRAT ON OR EXF L TRAT ON TESTS
SHAI.. BE REPAIRED ALL REPAIRS SHOWN NECESSARY BY THE TESTS ARE TO BE MADE
BROKEN OR CRACKED PIPE REPLACED ALL DEPOSITS REMOVED THE SEWER LEFT TRUE
TO L NE AND GRADE AND ENT RELY CLEAN FREE FROM LUMPS OF CEMENT PROTRUDING
GASKETS BULKHEADS ETC AND READY FOR USE BEFORE F NAL ACCEPTANCE S MADE
REPNR OF ANY DEFECTS FOUND N THE SYSTEM ARE TO BE COMPLETED AT THE
EXPENSE OF THE CONTRACTOR
STANDARD SEPARATION STATEMENT FOR WATER/ SEWER CONFLICTS
SANITARY SEWERS FORCEMNNS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS SANTARY SEWERS
FORCE MNNS AND STORM SEWER CROSSNG WATER MNNS SHALL BE LNO TO PROVDE A MINIMUM VERTICAL DSTANCE OF
8 NCHES BETWEEN THE NVERT OF THE UPPER P PE AND CROWN OF THE LOWER P PE WHEREVER POSSIBLE
WHERE SANITARY SEWERS FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WTH LESS THAN 18 NCHES
VERTCAL DSTANCE BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCHE RON PPE AT THE CROSSING
OtP S NOT REQU RED FOR THE STORM SEWER F T S NOT AVNLABLE N THE SIZE PROPOSED SUFF CIENT LENGTHS OF 0 P
MUST BE USED TO PROVIDE A MINIMUM SEPARAT ON OF 10 FEET BETWEEN ANY TWO JOINTS ALL JO NTS ON THE WATER
MAIN W TH N 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANlCALL Y RESTRNNED A M1N MUM VERT CAL CLEARANCE
OF 6 NCHES MUST BE MNNTAlNED AT THE CRDSSNG
ALL CROSSNGS SHALL BE ARRANGED SO THAT THE SEWER PPE JOINTS AND THE WATER MAIN JONTS ARE EQUDSTANT FROM THE
POINT OF CROSSING PIPES CENTERED ON THE CROSstNC
WHERE A NEW P PE CONFL CTS W TH AN EX STING P PE THE NEW PIPE SHALL BE CONS RUCTED OF 0 P AND THE CROSS NG SHAL BE
ARRANGED TO MEET THE REQU REMENTS ABOVE
2 A MINIMUM 0 FOOT HORIZONTAL SEPARATON SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN
PMAL EL INSTALLATIONS WHENEVER POSSIBLE
N C~ES WHERE IT S NOT POSSBLE TO MAlNTNN A 10 FOOT HORIZONTAL SEPARATION THE WATER MAIN MUST BE LAID N A
SEPARATE TRENCH OR ON AN UNO STURBED EARTH SHELF' LOCATED ON ONE S DE OF THE SEWER OR FORCE MAIN AT SUCH AN
ELEVAT ON THAT THE BOTTOM OF THE WATER MNN S AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN
WHERE T IS NO POSSBLE TO MAINTAIN A VERTCAL DSTANCE OF 18 NCHES N PAAAL EL NSTALLATONS THE WATER MNN
SHAL BE CONSTRUCTED OF DfP AND THE SEWER OR FORCE MNN SHALL BE CONSTRUCTED OF DP F AVAILABLE N THE SIZE PROPOSED
WTH A MNMUM VERTCAL DSTANCE OF 6 NCHES THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER MNN JONTS ON THE
WATER MNN SHAL BE LOCATED AS FAR /!PAR AS POSSIBLE FROM JONTS ON THE SEWER OR FORCE MAIN STAGGERED JONTS
3 ALL 0 P SHALL BE CLASS 50 OR HIGHER ADEQUATE PROTECT VE MEASURES AGAINST CORR stON SHALL BE USED
SEWER AND DRAINAGE STRUCTURES.
LFT HOLES THROUGH PRECAST STRUCTURES ARE NOT PERM TTED ALL CEMENT USED
ON SEWER AND ~ STRUCTURES SHALL BE A TYPE PORTLAND CEMENT
CON"ORMING TO ASTM SPEC F CATION C 50 AND AASHTO DESIGNATION M 85
UNLESS OTHERW SE SPEC F ED ON THE PLANS MANHOLES SHALL BE PRECAST CONCRETE
SECTIONS OR PRECAST CONCRETE SECT ONS W TH CLAY BR CK SECT ONS TO A PO NT
2 INCHES BELOW FINISHED GRADE RM ELEVATON
CHANNELS SHALL BE ACCURATELY AND SMOOTHLY FORMED AND N ACCORDANCE W TH THE
Pl~ CHANNELS MAY BE CONSTRUCTED OF CONCRETE W TH TROWE FINISHED
SURFACES THE UPPER SURFACE OF THE MANHOLE BOTTOM SHALL BE SLOPED TOWARD
THE CHANNELS AS SHOWN ON THE PLANS CHANNELS SHALL HAVE A M NIMUM DEPTH OF
AT LEAST SEVENTY F VE PERCENT (751. OF THE RESPECTIVE PIPE DIAMETER AND THE
TOP WIDTH OF THE CHANl\EL SHAL BE EQUAL TO OR GREATER THAN THE INSDE
OWotETER OF THE OUTLET P PE
MORTAR FOR USE IN CONSTRUCTNG ANO PLASTERNG SEWER STRUCTURES SHAL
CONFORM TO ASTM C 270 SPECIF' CAT ONS FOR MORTAR FOR UN T MASONRY A
PORTLAN> CEMENT HYDRATED L ME 1.4 XTURE OR A MASONRY CEMENT MAY BE USED
PROV OED THAT THE SAME MATER ALS ARE USED THROUGHOUT THE PROJECT
MORTAR MATERALS SHALL BE PROPORTONED BY VOLUME ANO SHALL CONSST OF ONE
PMT TYPE PORTLAND CEMENT TO TWO PARTS AGGREGATE SAND PORTLAND CEMENT
SHALL CONFORM TO ASTM C 50 SPEC F CAT ONS FOR PORTLAND CEMENT
AGGREGATE SHALL CONFORM TO ASTM C 44 SPEC F CAT ONS FOR AGGREGATE FOR
MASONRY UNITS
PRECAST MANHOLE SECTIONS SHAL CONFORM TO ASTM C 476 SPEC F CATIONS FOR
PRECAST REINFORCED CONCRETE MANHOLE SECT ONS AS MODIF' ED HERETO CONCRETE
SHILL ATTNN A MlNMUM COMPRESSIVE STRENGTH OF 4000 PS AT 28 DAYS MNMUM
WILL THCKNESS SHALL BE 8 INCHES AND MlN MUM NS DE 0 N.lETER SHALL BE 48
NCHES THE NSIDE OF ALL MANHOLES SHALL BEAR THE APPROVAL OF A CERT F ED
TESTING LABORATORY WHEN DEL VERED TO THE JOB SITE
UN..ESS OTHERW SE SPEClF ED ON THE PLANS ALL JO NTS SHALL BE MADE W TH
NEOPRENE OR RUBBER 0 R NG COMPRESstON JO NTS MAST C JO NT SEAL NG
COMPOUND OR APPROVED EQUAL AFTER ASSEMBLY AL JO NTS SHALL BE FLLEO
WfTH MORTAR AND POINTED TO PROV DE A SMOOTH SURF ACE W THOUT JO NT VO OS
TI€ BASE AND WALLS THAT COMPOSE THE BOTTOM SECTION OF PRECAST MANHOLES
SHALL BE OF MONOL THIC CONSTRUCTION 8 NCHES TH CK AND THE EDGE OF THE
BASE SLAB SHALL PROJECT A MlNtttUM OF 6 NCHES BEYOND THE OUTS DE 0 N.lETER
OF THE WALL
HOl.ES FOR P PING SHALL BE 3 NCHES LARGER THAN THE OUTS DE OtAMETER OF THE
RESPECTIVE PIPES AFTER THE PIPE IS SET THE VO 0 SPACE BETWEEN THE PIPE
Nt) THE HOLE PERIMETER SHALL BE COMPLETELY F LLED W H NON SHRINKING QUICK
SETTING WATERPROOF CEMENT MORTAR AND STRUCK SMOOTH KOR N SEAL BOOTS CAN
BE USED AS AN ALTERNATE
TIE MINIMUM HEIGHT OF PRECAST BASE SECTION SHALL BE 36 NCHES HOWEVER NO
HOLES FOR PPlNC SHALL BE CAST LESS THAN 8 INCHES FROM THE TOP OF THE BASE
SECTION OR LESS THAN 2 INCHES ABOVE TllE TOP OF THE BASE S AB
THE CONTRACTOR SHAL FURN SH THE ENGINEER SHOP DRAW NOS OF THE PRECAST
MANHOLES AND CERTIFICATION FROM A TESTNG LABORATORY FOR APPROVAL SHOP
DRAWINGS SHOULD LLUSTRATE AL DIMENS ONS REINFORCEMENTS AND SPEClFICAT ONS
FOR THE COMPLETE MANHOLE
IRON CAST NGS SHALL CONFORM TO ASTM A 48, SPECF CAT ONS FOR GRAY IRON
CAST NGS AND SHALL BE CLASS 30 FRAMES AND GRATES MAY BE ClASS 20
RICHARD M LABINSKY. P E
it
~ ?S ~ ~
~ ~
~
~ ~ ~
~
0 c
Z I.Ll I.Ll
~
LLl """,) U ..J
I- 0 I.Ll <
< 0::: :J: U
C 0... U V>
~
~~
~~
VS\3
~~
~~
~
~
en
rn CO
OW 0
Z ~ ~
H> ~(D
..~ VJ
~W l'-~
rn l'-
~ C\1
.bD~ty)~
~~r-lro~
~r-l~ro
U)~Or-ll'-
ZW><8(D
~ ~ Q)~CO
<( ~rn~~
~ ~ rn "ro
r:q~~(D
~ (DOl'-
t)1)O ~"
o ~ ~ t)1)b
~-+J ~~
<r-t O'-J
:r:~ ~Q)
8~ ~
~O 0
o ~
~
SHEET
z
o
I-
0...
Q:
u
V')
LLl
C
~
~
~
~
~
~
~
~
~
~
V>
Z
o
V>
>
I.Ll
0:::
LLl
I-
<
Cl
~
~~
~~
~~
~~
~~
Sj~
~~
vs~
~
U 0)
Z lO
..... 0)
(Xl
~ I
~ ~~
o ~~
fV l.'-t")
~~~
C;<t")><
IitO<<
~~QIit
OZ.....t")
C; ~lO
OOt")
~rn~O)
OO-tlitl
O~ ..~
fV.....riI~
~rnrilt")
~~~~
O(\J~O
QlOrn~
< rn~
riJ griJ
~ Z
C; 0
~ ~
I-f
NOa
2of5
/
,//
/
ud ; ',<' : r-,~f; !'~/~~.;(;~
/
/
)
/
/
/
/
//
/
I
/
A ,
f 1..-49. 11 \
! ,
/
/
/
/
/
/
/
/
/
/
/
~,
,.~, ,/
,~ '
~//. ~2l{ ~
.,......,'..
,),,"
,,;... ),.;'
..).. /}~
/'
/'
/
~-'"
".-- ..,-y'
,n ,..,,..... ...".......N"
,-"", "P'''''''''''''''~'
c
.. X ~ ,....; 'f""
.. "'\.... t., '"
rr.~
,/// I: (.
e~.::",
tif
'1;'
l.(
'" '" "'" "'" ,w~: J\ i.) L<:=,?,:,fi6.., . ,.. , .. ,..' .. _"........."..,,,,,,,,....,,"''''
;/.. 4>f
~r, "
//",....
...., ..~'>j.4
,
\
\
'-.
~..,....
'.
','
.///
4~~< /.
~/(;. 0." .."<.'.
')
;,
If
..... /"/
...... ...." .,/ /
"i~7/</ ,
..." _';" ";""T=~'::'~:' ~J.. ..1!}. gr
1 I. >if..
4&.&-........,..... 'w "', ""'''''' ..L.:-:.~2. :::..
""""-,'4 ,r4?f.I)~ Jti.iJf, ,/
~ ""-/- ,,0 (.W 0'" ........,. .,.,n._.,..... ..;. i:" fj 1'.0 -J1A.I).4 ' f 7 .$
! \;..,...:.":,;;",~w"",,,u~"~W:"': . n__-. ';' l' . .~. .. n.:'Y ...~ ~-". .."..?f. Jfi1:. .?f>':mn ~
A4 "..
""c:
.....
",
'.
~d;, 0
"oJ'''''
/
fl'!ir-f:ft! !
1,.:;.-",,...
,,' n'''''
-...",.. ". ...."..\
\"4!J.~fi ."
4'1,:?rr .......")...""..".,,,...,.,'" 'u--
//
/
4'" ~'7' ".f/Y{~~::::' ~",:;: '::"'~~':'~);;,: .'1
-'" Ii ....1
./,/ i""~
. . .-...... '" :-.:""':. ......,,;,~':./,-::.,'/':/ ;1
..."::~ -~;: ':'"';"i ......:. ~..;.
~
~'?;.
. '-' (' . ....... n n'
"'"-... -11",~; '7
, ';9_;;~;1".n.... ..,_..nn
.,..... .-..
'''' .
"'~"-::'"
4~1 ~;(j
.....--"
_" , _ .....< ~...!<.. ..~;"..;~_.. .n'"
. . L,............
.J......ii1
*",-. ,
n' ,i....".....,~\ ~ ! ;
/',..-'
,//
)
/ /,
1/ ~~'
)
...;-........
. , .;-.n ~
..',,"".'
/.')~
}
~
t;:~ .
<)
~<;;.
.t1~<JIf'f~f. r
e"",
~.#"
~
:J/
!
! ,.;
~,,:!
i i a
i I W#'
J / /,,:::~.. "',
. ,/a
f f / W<t~'
! r .;f'
'-1/4.,... '.
_/,,"'r j ;f~t~'
-"- . .".... .,.d'-..'...'.... ! j ).~
: " j
/("~' ;
ff) f '"
j ! /..../
f'
f,,'h a
//:" I 'i.I!W,e,
f;:;"! ,t/:
1'.,
I i 0.,;
/ j,1;
".,:.:1 ! ~ !
.... iw, f
..;.....;....;
\ . ""
",
,P/" 4<;.42
...". ./
"
,
,
,
/.r "-",-
. r'" .....-.- ..
f >'.. j
j ;t j
~'!,.I, a r
. ,iI~V
"".;
r"'. \
i .~~1
'- .'Cl /
.)....i'
....... ''''
i
"'.. "f... "'"''_'''
/'
; ,
. j" '" ....... ;......-..
/ ' ....,..........n
~ f}:/ 0/ "",
../i",'4;iq~" ,..... / t::- ~ /' l(;- ~
';'1) ~ /)03/
,1 ^~~; l ~..;:"
?' ~" ,~<>, ,~' 8
// .( <>, a
/. W<,.>./
/ /( " oJ,'i>
",/" "-..~:,./
// /' ~v",,'/' '.
/ / //d
/ / /
/ / ( .
/ ! ~')"
( ", p"n i'" f:- r' r /' r", ". ".~ ,
,; {"'iO Wlir:.. :'>JVfc"~ Lt~..)'I.,,:v1~.:..'\!
f-t i fOJi, 10ld. PAC,J:. O0<i4} \
( 1
'- \ I !;"
.... :...";....~,...................... d '. '\ j / I 7-.......
\. "... ...~.... i !t // I
\' ' ". .. \- "'" '.. ......" 1 /1 / I
..n__...-_._.l-'n'n..__...._.:n......_......~...... ~ .........i:~.f..........>>...............~.'::.....:::......__~.~. '<~,.",.,. ". ......._......../ /// ~~
,?;! -" "\..,, fi:"f". "'", - ""--"" '....-t<h",. " ~ / /
fi "",! f " '" .. '~''''''', - :,1 ~'""'-~:";l(':" ~ ',.: '''' /
, , ',i' 'r,,~ ,..- '''..
~ ii" I
SAWCUT EDGE dF ! "'- "".., i
PAVEMENT & M4TqH """""_
EX I ST I NG GRADE i ,...'....",
;1.....".\
/
.:';1 ~~. ..;
..........
4'1. {'&..../\
"
. Ae,"1
,
.. -f. CaNST. 4 '
i CONC. S/W
/
dd
- /
/
CaNST. 4'x15"
8 1<> BAG DROP /
~~~{){~.... j
'- <' /
/
t>........... 'f;(;~ j
':~ ,/f;!;i~; fLYfi~()~;~F.:
~~;..~ <:.; ~ ;:,t.) ,~
"..~, i 1'(f]f'I?yV'
f ,.f ..1.1. f tI, ..:~-t") 7&'
.... , ~ ~./
'".
f{
)1<,PI'f/:.[, ,
,.,...,,.',..
~
'>'
~~
."..'
r.. X I'SJ ->,..
ONF '- ;~,:./' l~~>
~. ~~l;::~~~!~~~r' ,
^.
"
. ... ...........:" ".
.. n......'. ,.... . -..
\., ~~j,_/'
",,.,...;/"...........,,....,,...
",,,,...,...
!~
~
, ,
!
; ;::J
;~ 1
~~~.
r.;J A$,.71
",
1- ''''
,.... t):1,1
./'
i ,
f CONe,. !
u ,," .. ~..,... ,.'"'.
....~;>, ;..j
.4,.4,,""" .
~'ti'
~
v'
~4
\'-
\
\
\
\\
"
....\
\
\
/,.",..."..,
",
"-
f)
FIELD LOCATE
UNDERGROUND
/'
,...i'
\
//
/
,
. ~~~
;
!
j
/
/'
///r
./
.. 50......-
,
~.
,
,
/
/
/
/
/
,.
/
S '3.","20-"
55.60' ....
, ..
,1: :"i
.'
,...-""
....... ..:~ ..
""--:..::.:...:........... j /./"""
...... \ //
....."" <,:r,,, ,
........-.,. ....
/
,.' ,.,
""..... ...
",..,
."..... .
............"
~
'A~"'v
E /VV J f/~:NMEN r Ai.
.................
'"
'"
'/
~{~~;~
~?'~ i;.-.
/ /.. 'T 0':</
(.rf;' 'io/
,.L.
f
,
...............
'....50,84
..............
r;r :vrEn~. IN:" OJ:
:,'R!..J;.K ......
...........
"
.............
.............. l
, '~"
..............
"-,
.......,
.....,.
.- . ,,"
". ....
.....,...
~~~.~
'" ......"
............
",
\2 ..
::"'J. .-:'
.." ,.
...."
t-'
....~;
.,
N (1.10$,,"1''' 0;: Nf:.... ..,..,..4
.;8.,01 "
....,.....
" ...",
....
"
"
......"..."
"
j"
~~,,,
/./.....',..,.. ....7... ......
. . ~.....
,
\
\
\
\
II'
... f. (~'./f".,~
"....!) 1 ~ t,:;
51.8,
, <'>
A,
,,~
;
I
e;
*"..!
..p v,
, i
........
o
- '
4'
".....,..H .1..1."'5'59: 't .u"
3~... ~~:.:""...",..,~).'.." ..' :'~:", ~ "', ' ..'....i u_"
,,#d
,
'f.
<:
ENVIRONMENTAL UN,
!
.. ...... """'-1
,
I
!
s;)c,
~
"v~~'t-
...~ ~
,
i
,
t..- ,
'..:}
<:
-... j
I
;'u.
,
i
i
i
r ",uW'____..
,"
T'..
-fr.
'~
~"'''''''''''-'I V
w .. '--"1 ~~
.. ... U~.._ -..f ~i,,{\' :
I {.' ; I
! ? .. ,.. ~--""'"
. . ________.. ..1 f >
;F/fC" 1 /,f"! // r ~ f? ....
. ?[,.B,fie]
r- ~ ..,,, ........ - .~
"
;;F
""
Ct-
;<:~
~
5:
v)
'"
~
tJ..
'"
~
,;
>;
l~:
i"
.;v
5_~. 1 Z.""""I
! \.
d. .. ,-... ..-......1 ~
''';
r
L
!
""W""'"'' ....,j \
..-.."...",,,,..J \
---5::,01
,..<,
~}~."
\
;
\
\
\
\
tm
I
~
"
-;:!'J
~
~.........-
~.J,r;5- i
i
-"'''''''' ,,' '" j
.. ....,.. .. ....I
!
,
"""------""-"1
53, n,--1
""'''-'. .........{
...__,,_Y....~.
""
;.:
!
I
ww.. _. ,... "'''I
-, ',,---, .. ......1
'... ........ . .......1
~ j
. I
[, -...... ...... . j
, 1/'52,94 ' :. ':~~~ I
l k_ - ........... !;:1, 51-...</:~.~. , ", :., ~
~'''''5.J~2f"
;-
t:;
o /
~'" I
t /
........,/
,...r'
CONSTR C NCRE.
I FLUMES Ti P. j
I/! '
j ~'7 G4....,/..-i II" ...
! w~''''! .
, i
I i
f
l'
;
\ r....... ~ ..."t'
i ~ i f; ~
; ~ ~ t:!
. (;1" t:J
! t... ?'Q
1 '(~- ..".
! ~
'1
REMOVE EX 1ST. ! ~
PAYMT .~-~i
:>2.8(}", i
SAWCUT AND
I
I
j 53., }4-.....
I
r"'?3.m
~~'62' 90
'" ._......................~
~
/
'V-53,20
,
,.....,... ........--.,-.... ._... ..w..#
........1J,J..25 S3~ ?(! ..... .
.. 5340?'';{)
Dr, ASP/fAI. r )
" ,;p 1 vI.:'
(.:...
(,'
ASP!1.6f 7 P' "[:
.1 A'/~/',1Ef.!;
',~..
"* ~ -.
{:;; I ..$
()............. 4 ,/"
: ~~~ ../"
th: 1.... .....~......./
:J.Y,!; ~ V .,1~'
: ,,'\-
"t ..0__ l ~"'.'f'
.....,~ ''il . .~' "
......... r a~F.f{A1~i?~E:{) \ <:;> -, f.V: 1).5r' Gwe. ...f.,'Il' INSTALL 1:VPE :g:~,.,:rRENCH
-.....,,\_,..!I.TE:N ';;1'N t V'6'4. ;. "URa .\~' , /'
\ "'-, ~~"" # fi '" . it . ,....... .......,-..-,..........--..'...' "'''''''7''/
-....; ....... \ n ..~J :~.( (;j 11 . cu.. ...... j~ '---' ~.......... ~~ _.u..... - ~
1,) v\ ...........1 1'--:fi".;.-..~..... \ ! . to <,.... f5$J... - '1 \. (
, .. ,. 'IJO''''~'''''- ~ ;;......,..1 I ,,'?>.'~ . ~ J i '
~'~~YMo{~ .........5:j " . .. '-11-' f J>,~;,.'t-'7 ' ~,
_ .......... ........... ~~~~ ...... ...., .,14 -..~....... _ ; ''if' ~~...~~: .
\')i.J 17"-" -.................~~..w.-"". -............. ......- ... ..".....5;; a,,: l); '" \.\ '
"r.::;' ~...~.:-- Fr/..... n..... .................- -. .. ~~~ ............. -...-.u......__. -4:---.:.:;1... f'y ... " .....,,,.,,,.. .n".. "...l.... .. ............,..... ..." ,.
:>/...27 ...t.. X" 'M ,.."\..._.._,..,-.'....~_ -.......,.... .._-, / "'.'>43855 <)/. % ... ... ..........'......
i Sl{)f:WA (.. \/j,;J. 15 .....'1-,\,;';',.....~'::-:~,_.. ...." .....-...._.... IV 8:>" (- ~ (,,, '". '-'''''''~ ,,,......,....-,........-.....,~, . :
EX. TYPE '-,llfi'h'eURB,. ' /..K !S2'7'6'1 I '1J.,..J.e "..,--'-,......,':':'.::~''''''~..........~.::.,;;''2.L.,~ W ')"O"._.....~:.:::'=........,.... ~. 'WArER ~rE:p : 110(10 SD7dl'
....1..., , f Y Y"Ar J ~-JP,5P .............':?<<r; ~~1....,,;-';~ ...... .(.~ lA' - r. .....W4r....... . I /~<r. IT..
TO BE REMOVED '"' , t..'<';)fM't,i1 (..1" :.':"._..'''~~, ... ,,,L. , ....",;;--', '''.-~~'''51 iN _<"::'::':'-"0 c-'f? ;!AtVF : .1'../T ti:;.
CaNST 3' VALLEV ' "-", -if: ~tL6' :?..i.lir ...,,<..;::.::::......:;:;::2,:tdis \'...._.......~,.:."'....... S. (.,,,~ '-"_...._ .._,_:........~..... .i,....m'..'......~
. , :53 2'" '-"";'''" / '''\:''-'' ..,~' -.."'..-..,,_ .'n,,__ ~r,;r." 9
I' ~.( :>.,.J.,(),/ { ,..;:,:........................ ~4:??;c-..~->>'Mq. ......................... ....~n;.~~!.k (.'6 ..... ~.
CROSSING . . '''''ONe ','3.'17 ~~..5;."~....'.':'-" '''. -..-............., .,q,.\. -...~
........".., '" ..... I " , . 1)If>VF APRON j';j-:'''f:~ "'- ..... """'--.. ==,,=~.....,./.~~~~,.;.y>,
La .. ....... '''' 1 R1-1 STOP SIGN .. "....t.:..::;:'.:::::::!=~~
!NGJVOOD-~'" '....-.-..........." 24. THERMO STOP BAR ',Of<<.. f)rv>,:~6~
'AGNEIl DO ....., '"'''' __.. ..,25 LF - 6- DOUBLE VEL LOW 4PI?r;t/" s;;,
6\ ~ f8.Jl.No...fU) ....-.... , - ........,
PROVIO.E...HC RAMP
, CU:r..et;tL PitW" INDEX
J. '.... ~.~_..........._..._ CaNST. CURB
30' R -- -......... -...........RE..TURN PER
I NDE:X" --3OQ _........
PVMNT.
u-55~ [:6
. ..........
\74;
$</...:tIJ
'.. . ~
... . .. ~ .
'" '"
-- .... ..~...
EX. CONC. DRIVE TO BE
REMOVED. CaNST. 6" CONC.
DRIVE UP TO ROW LINE.
3000 PSI MIN.
'::;;:;:. ;.;;:;;;.~ '~:~::;;':'-;;M;':'-r.-;;' ..... '"
..:;;.;;;;.;q;,;;;;:;-;,;;;.";.,-:.~;;.,;,,,.:,,;;.;;:;;;;;;;;~ --;;:;;;;7~,~;., . ;;:~;,;;;;:.;;;;;;;..;;;..;_ '......_....
..QH.,~~'7..~.....
""~.,
~,"\\
. ,
\
\
\\
i~ ~
Jii
HI
Iii
Hi
;;;
ff'
P.f
If j
if
1ft
Iii
#f
~, $
........,..........
. ~ ..... ..
.... .....,. .. ...., .~ .
". --
"', ....
r-.;;;;;;;;;;;;.;;;,;;;:::.."". "'"
/ ~_ '-'~"':'"'::~:':Cl'_
~
II
/1
Iff
it!
!if
;if
Iff
iff
'Ii!
.
!!i
'"
,if
!/f
iff
iff
...........-.......
.-..............- ......
-"... """- -, -";;;;;;;;:;:.;;.:;;;;;;:;;:;;;.~-..,
E-;
~
~
~
~
,,~
x)
d.' 4$, ()1
'.
~.~
/tr'i.I!W
'"
l
,
I
,
;
I
!
,
'"
z.
...,,......-'..,~,..,.,......,...A
",4(;. )'
'1t{,1
...."'.. --4'/ ~ q.5'
,/.!.' .. .:';;, ~{!~-- ..
e,,,,
. ~"
~~
"
"
~~~r
30
I
15
1
o
i
, 'f?
:~
v'o.
/;(\1
/ \ ~
/ ',;
I
/
~sr~"
.''f' ~
'< ~!)J~y',,'''__' ,....-.-_.............
~; -:....:;..::~........ ....... ..
(~.
\
i
.."{"',.- ;J.)
I ~J!
;f
{ :
~?,'
,....../. "''''- '"
f
".
f
I
I
/
..... -..
\
\.
\
",
"
~ ;
~:{;/
{>>' e
"
\
~
{oJ;'
\
. - ~ ~<r;
i. I,. ~}\
\. \.'....
\ ........
a J>.
9#'
i '\\
8/" \.
t'f' " ~
fc ~r'
,
;
/
/
/
"~"f.;///
~'
\ (........\
\ f ~\
\.... .~ < ~~ <-:;">' J
" "'. \1" ':.~.j
\ ':f~':')
~ .r,....
',~ '.>
~~:....... ..........j
\
,
\
/./'e-. \.
// /<\ "\,
/" ! .{;....... \........
; S4N! f/spr
. "
~ MANi1i)U.. , '"
lN~kiM.49~~1 ~ ,
WOf iiJM /!-<'I. 4:/. I (
/
"/:"7-,::::::::
/
(
!
{
...,'Y/
q./
e~,J.-
,,.t
~_\~
'"
...... t /
. "'''-"" ....~~...j
/~
/
!
!
~"
{,..,"'" ~.........
/ .....
"
..'.,'>."
/
/
/
".... ............... ....>.\ .... ///
", -,<>';'.."':::'...~. ,/
\.. t-r; \ .......~ ................ ~ //
.... ..... \~~ ..'..........7.....
''., ". '.... "~~ ";:rif.:"":" . ......-.,
~f"{V
.......... ::;~
.......~....~::-~. . -.... ,.,......................,",.....
,,.......'
~
f)':
,
~':
'\
"
"!
\
~'
~,Y
,
i
i
;
l'
/
.....,-..,... "-
,
i
i
NOTES:
CONTRACTOR SHALL
AND REPAIR ENDS
CLEAN OUT ALL
AS NEEDED. ADD
MAINTAIN
EXIST.
DRAINAGE
PATTERNS
EXISTING PARKING
LOT TO REMAIN
)
~[)
,~,
(ttYj
J.
30
I
GRAPHIC SCALE
'-30'
60
I
/
N 8<"~7!"'< 'h
~ . ........... ...... ....'''." !y
.. -~
../,...
"
"
/,/
.,'"
"
,r
., ..../
\
"" '" t. , '''_
,
,
"
".
i
~;
>,
~).
)
........,.
....,
'.
,,,
~,}
I
/
fJ......r- ,......~"'...............
" '". ",c /"''',...
........... .. ....::..... ../ :~)
/ ~)..
.",......"..._~..,>.,..<:"'~:~::-. ,-:;~:""
2e7~ 15'
.....,.
12.0
I
,
\
"
,t~
...<:.
<~
. ,<),
" ,
4 ~;
\ ~'V' .
\\~
, ,"J
~...f
\
,
,
",
",
,
5/ :::.',2....._..... .
<:-
EXIST. CAP
YARD DRAIN
CULVERTS
BOXES AS
a .i., l' A
~tJ~,r'~""'~.~m .........m~t~~....... ... .
A'........." / \'.1'6
/", ' - ..~.
,......,.................. _...___i.f;t...... .~f;;;;' .......... ".
-,..-...... /"..::~.--'P-;'~" ,,"Y ''''''''
.....,_......,.~.......-,......,...,... )~ ~, s..:~'> L~~.......
.' ..............i..-{:~-~- ..,,-.......
~"'-" ",/,'" a ~, "-'"
.......,...-- ..................... -;;'1"). ~t.<.::.~ ..................
/..... ....../ ~y
/ ,..r"
~,/",
IN PARKING LOT
EXCEPT FOR
CHANGES
ALL WORK
SHALL COMPLY WITH ALL
AND SPECIFICATIONS
PERFORMED WITHIN THE SR 434 RIGHT-OF-WAY
FDOT CONSTRUCTION STANDARDS
AS APPLICABLE
ALL PAVEMENT MARKINGS
PARKING STRIPPING SHALL
RATED PAINT
SHALL BE THERMOPLASTIC.
BE 611 WHITE FDOT TRAFFIC
PARKING
WITH TYPE
LOT ISLANDS SHALL
"D" TRENCH CURB
BE
CURB TYP.
CURBED
AS
SHOWN
...........
. "'is. ""'"
..........
'"'5'1'''''
n,
./'...
........
SHOWN.
NOTED
~
RICHARD M. LABINSKY. P.E.
~;;7
REG. NO. 34866
~
~
~
.
o
z
..
w
~
<(
Cl
.
.,
o
c::
a..
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~~
~~
VS'3
~~
~~
~
~
m
rn CO
'(1)
U C) 0
Z'M ~
~> m(X)
: ~ l."- (X)
ri1 (I) l."- l."-
.r./)
~ (I)~ ><
..bD> ro
~ ~.M ro ~
~'M ~ 1J
r./) ~ Q .~ l."-
Z (I) >< 8 (X)
~ ~ Q)~CO
I-I-l . M ~ (Y)
< bDrn I
~~~'t:i~
~r:tlrogl.'-
bDo ~"
Q ~ M bD~
~:; ~~
<~ 0-
~ ~ ~ Q)
u~ ~
~
~o 0
u ~
~
SHEET
~
~
~
.
~
~
~
,
~
,II
,
"-1
o
w
~
u
w
:r
u
W
-1
<(
U
Vl
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
z
o
~
a..
c::
u
Vl
w
Cl
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
Vl
Z
o
Vl
>
W
c::
.
o
z
..
w
~
<(
Cl
~
~~
~~
~
~~
~~
~~
~
t) m
Z LD
H m
to
~ I
~ ~~
o ~~
tV l'--(Y')
IJ-IQ~
O<(Y')><
~o<<
~~Q~
Ozl-4(Y')
o ~LD
OO(Y')
~rJ)~m
O~~I
O~ ..~
o::~~~
CO ~(Y')
~~~~
Ot'J~o
QLDrJ)~
< rJ)'""'
~ ~~
~ Z
o
o ::c
~ ~
H
NOa
3of5
,
/
,//
"
//
/
;H,NG;:.
(
i
/
I
/
I
u:~ 1 v P~~G
/
I
Y
I
f
f
f
<
"
\
\
\,~
/'~~"'"
/
//
/
/
/
\
\
<
)
,
/
/
?
/
/
"
.'
...-::>...
(/~,
1'~~Y~4;
.~~ ~
!
~
IJ.:',
: ,,.>'
i~
'I:~;
...,
.\
"J)!
\1'J
/
,/
//
"
\
...........r#"\ 1" $f>h!NKI.Eff
'" , I~;fx aN CCJNL
... P~tfYf"'~)
.u .u-..u..'--'-" -......-...--... ...p." "<. 4'> J
""~ .. ...' ~- . #:r
........-. '. "'................. .......... ."..... ....- . ""TAl
'. . '. -"'" ''''-.-.- ." .-- .. . ,." . .,
" ..................--...-- /'1 r4UFW, WA._
.... CA. CUNc '""'., "".0 'AD '.. ,~,.
-,,, '~-.. '" u,., I "'. "A"." , . L""'Y -".. /r- '0"
: ,,~, '>. . , """ ..~._, .-: ~'", :" ..... -- -. -= 0 J L". 2~ = '_ _...'
" , r"'''' 'r". , 0 /'" , ~'".,., _._'_._._ ....\!_ "_y '1 "
/ "."..' u.,a,,; 'M ~ cc;.:::~:c~:;~7;;-c.~:::.:-.L::..7 .C'. :cc:.:::.:::.:=c.:. :~:::~:..:__~;:~ _~~<L9} ._--
/ " \ '; /j ,...- ". <, " "'P"'" <"w >-__...._..-._.... _,
\,..-. ""., , '. '. /{ '......6' '7jcr, / '....____.. ,,<
\, , / . '. '. 7- v " ""V "1"W 'nIL.. ~ I, ~Q
" '. \, ... <H "~"'), "".t~ <,." ". '- ~..i?~~.__ '" _._-" . _.. _.. ~,
.... A:'" -" ; , '" "co, " - ,/ /___-.:::.": :;:' ~:::...;--:~ \ :;'~::'i--"~..?=-C'ti" _: / {,.' 'f."
" '- "'~,,/ " / -' '- -, 'c.Z:- - " f , t ~
\. '. ! ::.: '. .-_..L. " " --."" 'to.,... ".-"- .-' \ \..' ",: - ,,;,>_-- \ I r .,..' : ~ \
'. ' \ /' ,......-. --"",,'--" . "'''C;. ", .,. '/-" :r,j il __ .."," I I ,-' \ , . ( ,,of ,"'. \ /'1
- '\. / - .. /, '^', '-... , ",,- ." , , ',,,- ,,' t 1{;"
/' \ .- '/ / "cO'""," "--,1" , ,J \ I
' \ V .. "... " "6' ",'v' '-~..."', ,. .,/ c';r-:c, /.f..\!" {l.lll ;"-'1, -..,,1/;' \ ~~
./ , \ _..~,""- '\\ /. ..'," , ''liP -' ~. , I' .~ , .. ,W . .
f ..../ :....-........................".""':4,:;;-- _. "-..,, "C""C..-' ~=" r / .,....! i" /1 ~
L .,,,w /! \ ." /",,=' -;, ,"". )",. S. 't. II / I !:-..,... \ '.", I \ ,~
-"! -'-', '.. "-. - '.. __...L,,-::;;,., , ,,- ''''(( '-<",- ./ i -......", :1 I ! / ~ \. I ,....., : ,
',- . , " " ""'''', "'--.... '"'''''''''' ". . t . P ,. , 1 ..'
// ,< ,_.-<", "," /-', \ ,",,' · r---.... !"'::~~-~c T'-' 1'+-~- .. --''''- (' ""-"--- -......-.. l'l /r" ";~' ,,-' }" ~ ~' i I \ ! I! \, //
/-;. ," L.U.!........._...= ' , ~ " if ii' Ii f ,,' !:.f;' / / I ,O'./,~ I i \,. \ \ l .,fl .'-._._______......_..~/
/ "., ., ,~ .... -- ...'~.-;Of~~......~...~- --. '! \ ...--....--......." ,-"i] , ~j' ! If' I \',1 ...t.. / 1/ /' \. / I I \ \ .'
'-." ,c':::.".".. , - / t ,', ex ISTtNG aNi:, . fk IS 114" , f / i /, '! / \ '\ ','-.
/ /. '. ",' .." - ... -... I : --.. ,-" -' "... \ I .; t s rORY Ci UShO,IS! " '()N~ S7U~Y ., F. I _51,' II;;/ CD / : en" ,,..' '. I , \ '\ \ ....".......,...,
/ V --- """..i, 1 O'r J CfS & 1;Ii' RE STA'JBA>" , .- f ,j, / : .- .;i'~.. ! / .,.' \, '.
/ / :- - , ", '. ':C,M, NO< , "..".., ....-- i I ~I " RtSTP,oOMS !;t J '.r. I<<v. .",. lS r- --, / !~, Ii 3 / / , _. < ~ MF~ t '.,;-,,! / \ \. \. r-....\ "''''''''''
I '", - .--- ! P'''',<uv'''''.n ,. ''''."./ ( '0, I '''rR '00... \ "\, , \, .\ \
;' /' .. f, ';..I,'~'y., .."" // I , . 1 b=-""r- __ i i - , I... " II f W U)F Pu t.. --:';" O()44 j \ ..#, '.. \ '.-..,/ \. \ \ Ls') i,
' !". , , I "/", '., ''';:, I" "-. /--50., f I:' i , _ c: 'R' _ 101 , P/:'VI:. ! I \\ ~ V 8;f> \ ," \ \, \\ :;: I,. '
I ...!. "... ~ . , I , / I!, , i' I u... " , '\ ..... _ f
I f d.'.", .. , ''''I,. ". _"" , "J . '\ , " , "",u.. ,
' . .'..........-..-.....--...... ....-. ........... \--4g,.,// '" f, , ' r....-J fi" I AREA I, .' .. '", J ! /'. " , ,_ \ '''~ /
' · I '" . 'J" '~'. , 'i I; 0, " , '~....".~'~............... ~
I , ! ~.! , '. , ..u......_ -. /' i" I' ~ rj ! .! \.. /' (' j': \ -. \, ~~;_ "" _._
' '. " "F"" " ii, , .. "'C' ; , ; , '. , " -.......~.......
I #"/, / _.m \ ",,// e{J' ~:"====::;;2C- ''''-~&~::~=J "--L>,~_ L.J.:.. _.... \-L___.//,' ;', '\ r' "'\ " \ '....,
\/.<<'. Ii.. -- . --.... ", ~~ .,' .' t '_, ,',.__/. L. '. / , / ! ," "'.'< (SANtIARt '", \. ',F" \
;"\\ \ \, ~ (\'" .\" /: j, , -''':~-'''C:::::'::-::::--J . . "'" , t~:: -~ X: ,--.:..r+T ~ ~: ::':?::.:':::;: ~ :":,,' !. \ ' . ~ AMNH?J;[ " \, "" , / I
' ','., "~-~ '/ -- ". H, ...;;:; j .... .~. _.. .."".' t' " : ::-:-, : "b\.,\'. ...... . . . J \, , J;>_... "'.. \ /" '. N. ~'''''lN'...", " .,..... ." .' /
'. ' ".' /t. II I. "'..".. --")t.>-... .." , , ; ,_ "'~_'" '~V!JOfTOM '" .....___..__......-
' " ',,', d. ,..... " ^' . " "'_ _" : .... /. '- ..... ", ., ...' " '--".. ..~ \. '"
\ ... \ " 'w......-"'''' ; ~ \... 'Ii...! "", "'"''''' .. . _=__ /...,. .. .. OOM"" 0' ...,~, , _, "-'" ___" " ./
' ' \\ , "k".. "., ';...;;-, " '"' . _ ...._ "-"-"0 "J 1 f'-....... J '(---......1_ ." ... ./
','. \ '- ~ ~:? - ,- - 0< S..bYo,iR. ~ ....." " ., .. - ,.... . / If......'.. ON cq_ t , '! '... i . , \ j" '_'" . ---7......--...' '\ //
~.. , (.:1' ,,0;''''''; ..... .- S,..~f,L!~:_:.,...~_._. .c, , .. _ .. \ \ ,. If., \ .....", .__~_"".,................._.....
' , "... '~'.. "" oq,C"-="",,, .~ .,.... ! ;1<,)., . 'v '. 1 . ........~~ '. / / '" " . "......-',- / " ".
" '.. ~ . .. u' -1'1 p. ~ .' ".., , , ------.l I' '. , I " ...~. ".____., '. // ",
\ " ., ./ '" ." .~-r;, , . .' f' ...-.-' - ~ jl I ..i..~ . --~--I", " '-""",' ! , i " "...... S"'" L TYPE . I, I '~...... 4" ---7 ___ . ,-J'.f. v, c, / <J' ...
' , ,/ '!-"-?F"' ' "', '.. ~-- f" / "', "" , , 'u. . I ' '~ _. ___ , ,
' "'.. .. ... '" - --.....-----, f~. f / ." '\ \.. '. t 1 1 ........... I1\'VIDE I ! ',_... >_,,~ "'" .....
'. '/... . '" ~ '-------- { l}. ,I ! \', I, 1".1 · ..., f".... ..,_' ~ _ . ="" ,
~(///-//0' "--. '<i;r~1, .,. I f \ \ -', AI' \.----_-".___. '--, i I. I ',,-.. "..__ ,..> '>.~"""""'-':"
" " ~ ~ j \ " , I 'M"'" ."'------..... 'j r N'~ ........ ,.~'. _.__N""'-~
"." / , - -...... ~............ , '" '.", ,- -
' 'Y,. / \, ......." ',.,..... ............ II 'I ......'...-....._..... <_ 0 ~... ___ ""'_'_"_ .~_ "_ .."....,_,......
' '" , -. "~ '. '>' '-".. . ,
", .' , , , I " , '......... '!l.. :...., t j i '~ ".. . ....-:rJ..".,,_,_. "_
'/ -,,' 1'-" I " t /" \ "', ''-. " .". ~ .. .~
\~/.' i.' , >- / 'I \~ '\ '-. I ,......... J, ~;:.,', ..,' -'" "''''''''~~_
.., '" - , " . - I. 'ZD , , , . . ..... ~,
I'.. ''" ...., .-' I '" '" , , , -<,. \ '. _'.. , /' ...._ ........,. .,....
' , .. "0.. "-". · ,,~. . "" \ r-..'; , ~ ~ ... .__ ....
t j .. .. -- N ;"""Ii; . ,,' · -' ~ ~ ,,, ., . \,...., '....... i" \ /' _....... ,,/' _- ... ,~1' "'~_.~ ,.....~~
' ".... ..... "".. ,. I '" '., \ ........._ '''';','' \ ;_ '_ '..... ":oil' fi __,
It,,,. I ... ... . \, \ __....-;,,__ '- '1) '\ ,...-_ A' ,,'~ . ,. . ,......................
'~'.. , '" . . .. . , -"" \ -~ "'Y' ~. ". ...........
. ./, '" , .., ,.. \ 'i /""" I __..._ ,. '" S$
. , , \ , . , , '" \ , - "'"
,",... II ''''.! , ' '\. " f /' /' ,
. =""";.M:. ~ , ~ . ! 5' \ I f ..._' /
' \;-""'- /.. ""~" ...i 'OJ, I, I . ,/
\ "" . < .--.. ......;.,:....... ,p , I \, i.....- /
"'---'- i
,
I
I
I
,
' . . \' ,
''''....,." \ ,
'.. --
\ \
'31.M;./ \ \
' \ .
\ \~
\ ' \
\ 52. ()()... \
::tZ. 14'~ \. \
2 \ l?-.
" ~
'\ ~S
\. .~
\ ":::1
\
f \
LworN; I. WriT ~"'-S2,,'5
pal. E \
\
,~>, ,
v'''/'>:.":o..
~ ;' {,
; '/;v/
o'
/
("
,
\,
!
/
"
,
i
!
47,5---....,
v,N
......,..
60
30
I
GRN'HIC SCALE
'-30'
120
I
30
I
/5
I
o
l
Ii"
'^
.:;.
~
~...'
. ". ....<-,.,
\,
'\,
"
"
~
,
\
\.
\
";~
~'1'
~~~ .
u,o'''-'''
RI''''!:''!. N TA!
--, IvV'! /!';,7fl..'
;"
\
\,
~.
''','I
0/;"
(~
J::)"
. \">~"i{.
/"':''''<1'''
./v ~",. . ..
.~. .. -'
.1/'
.\'t~
\ ~(y
\t
,
"
..........
. - ..
? 'fi
~ ;( c.;
..~ 'I.....
r
........,
"":.~ /. ;,,~...... " ...-
"..
1"-- .....
"~;-:.; ..
:y....r.,
"'.:[ ....J
A
A
I
) ,"
f('.~......;
/oJ 03~23'Of t.
( 411. or
,
1'...> !~
.,.;} r....
( J. (r..,
'"7 '"
/--, :t;
~ ~~;
.f')
"'-1"
ENV IRON/tENTAL
~?
~
",l'l ~'t-
~~
C.:>
~
,....
f.J Af?r J N~
A SF'HAL r
-61 v ::.()
~.L.."
( "\"
! -
! ~;
~._._...J_..._
~
""
(l.
!-
\
'.
\
\
\
\
\
t,
\
\
\
\
..,
"'t
:t;
(:..,
v:
'<-'"
j
'Ii I
.., I f
\'l. I)' ..~. ......
;Rf!.r:.. f/2~T ',R.
; (Lfj.58,
! \
, \
, ,
, ,
· i
, \
<x,.
'$,
~~ i
.L . ...._.. ~~
i
b=5t:;;;"
~.._..........
I .._....
[...........BASIN 20
f"'-"-"-o-o'59 AC.
I
fo.. .-..._.....,~"'--
(
r-.n .-----
i
L
I
i
!
,
:>.(
,,~
f~'"
~f/
53.1
~,- . ...... -; ........ Ii
i) I ,1!
~~ f ~ f
!. ! .
, ..
'"
1
\
_""'m_. \
\
,
\ I
\ I
-...........-- \ I
i i
\ !
\
I I .
\ I ! .b2.
. ~-i.........
\ 'f' 1
i ~, .
10; ",,'
! ~ ~ ~..,) 1
. . $ i:) .
1~: i.!;i \.)~ /
i ,.. I . ~l j
{ I ~ . /
!: \....
i .,....
~ w :3
\;,.) ~,
\~... ~.}
\0"> ~
-.:r "
l!<, "
0." ","
o i.......-4: .../
I t
VI, f
I .
V.1~'
, "
! ,....
",'";'
PERCENT SLOPES (CJ
ARRENTS 0-5
f; ...., .. I '"
" .
18
~ ~...:
I ~f~
, i
" . ../
-- \~"6Z.. 'ff:
Of "--"'" r' ........-
!
!
. r "..... ..
1
'!}.*:t
,
, .
~~
l
I
\
\
>::;
;>;l
5.5. .J!)-
,)
t(' ~? 1/J
!
j . .')1, f/~J
1/......
~ "
~l
,
<,,/"
-".t . J:J;'';f;K iNG
;., '!if"f"{/4.<.. ( .. .
,.
\;,
I
I
"~M"'~
,/~ " f
i
i
i
,
,
!
i
I 1
.1 f
');;.3+"""1
! \
I \
! /....53. to........ ,..//
. / 53, 5;"7-"'-'
'-~........
53.70-- '"
,
'.
\
:~
I.
j:? ;
~ ___1__
SOIL TYPES
S.1. 7::'::
.......-..-....
L ' 53.44....,
,r-,!)';;,.94 53..51-
.............-.-....'" .
)........53.25
.,:$, fUf
CD
FINE SANDS (el
NJAMSVILLE- SPARR
o
JiSf.'ffA! 1 ('4 VEMlNl
'" '-. '" - ~
-. ". .,....~., .. --
". ....." _. " """ "-. -.... .. "'" . --.. '-. -
. . "'" ". .. ". "'" .. .... -'. ...... '--- .--.... -"""" ..... .. -. --......... "..
-.........~.i.._...--...._......__....... ._....._........ .....
LalvGlF'oaD-F.tGNBll ROd.D ~1\7QCO
.
L TYPE DNIDE
501
--
--
--
-
DEVELOPMENT
POST DE
BASIN DNI
= ;;:--........~
\
\
I
I
I
nl
II
1:/
I.
i!
-----------------------=---------
~------------
ID
Ii!
'I
Iii
~
LABINSKY. P.E.
RICHARD M.
Ii
~
~
~o/
REG. NO. 34866
~
~
~
.
o
z
W
I-
c:t
C
.
J
o
0::
a..
..
C
UJ
~
U
UJ
::I:
U
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
o
~
~
~
"
~
II
:::
""
..
UJ
....J
c:t
U
(/)
z
o
i=
a..
ii:
u
V)
UJ
C
~
~
~
~
~
~
~
~
~
1>3
V)
Z
o
V;
>
UJ
0::
d
z
W
I-
c:t
o
~
~~
~~
~\3
~~
~~
~
~
m
CO
o
00
I
mOO
f'-CO
f'-1.'-
(\1><
bIl ~ l"J III
~ ~ or-! ro ~
~.r-! ~ roc
lfl ~ 0 ..-If'-
Q) ~(X)
ZQ)~oco
1-1 ~ ....-I
~.r-! ~ ~ tv)
<(bOrn ..~
~~~rocCO
.~ 01.'-
~ CO~"
bOo j> 1.'-
o ~ T"'I ODo
n..a or-! ~ ~
~-+J 0"""
<....-I
::r: ~ ~ Q)
u~ Q
1-10 0
~u ,.q
~
rn
.Q)
UC)
Z .r-!
1-1>
..~
P:iQ)
.lf1
~
SHEET
~~
VS~
~~
~~
~~
~VS
~~
~
NOa
u
Z
H
m
LO
m
co
I
~~
~~
o 1.'-(")
~O~
~<t'j><
~o<<
~~O~
OZ~t'j
OOO~
~rn~m
O~rx.1
~ ..~
OH~~
~rnr:tlt'j
to ~""
~~~1.'-
ON~O
OLOrn~
rn~
<Xl H
r:tl ~r:tl
~ Z
o
:r:
0..
0..
~
~
~
H
4of5
DIA.
12"
15'
18'
21'
24"
27"
30'
3S'
42"
48'
54'
60'
66"
72"
([
......
o
--
T
REINF. BELL
sq In/ OR
hn ft SPIGOT
0.07 1112'
0.07 2"
0.07 211:;> ,
eJ.07 21/4 "
0.07 2112 "
0.148 2112"
eJ.148 3'
0.148 3112"
0.148 33'4 '
eJ.148 41/4 '
0.174 43'4'
0.174 5'
0.174 51/?'
0.174 6'
2'-121'
2'-S"
3'-0'
3'-6"
4'-0'
4'-6'
5'-0'
6' -0'
S'-S'
7'-eJ'
7'-S'
8'-0'
8'-6'
9'-eJ'
1'1 1 !it, I; , 10118"
24~s" 121/2'
2'1' 15112"
3~R' 161/A'
333.',6' 1613/16"
36' 18 811~"
37' 181h'
4713/11;" 2451\~"
537/A ' 271/:;> ,
561/7 ' 281/:;> ,
65V.~ ' 331/A '
72117" 3611/, ~ "
72" 3611A"
7713/1~ '3815/1~'
A
B
c
o
E
p
Rl
2"
21/4 '
21/2 '
23'4 "
3'
3114 "
3112"
4'
41/? '
5'
5117 "
4"
6"
'I"
9"
'1112"
1011:;>"
1'-eJ"
1'-3'
1'-9'
2'-eJ'
2'-3'
2'-6'
2'-eJ'
2'-0'
2'-0"
2'-3'
2'-3'
2'-11"
3'-7112"
4'-0"
4'-6'
5'-3'
5'-3'
6'-(2)'
5'-5'
5'-0"
6'-6'
6'-6'
4'-(2) 7/A" 6'-1217/8'
3'-leJ" 6'-1"
3'-1121" 6'-1"
3'-2' 6'-1'
2'-6' 6'-111"
2'-11/" 6'-111~
1'-73'4' 6'-13'4
2'-1(2) 3'4 8'-13'.,f
2'-11" 8'-2'
2'-2' 8'-2"
2'-11' 8'-4"
3'-3" 8'-3'
1'-9' 8'-3"
1'-9" 8'-3"
6"
611:;>'
7'
SPIGOT ON INLET SECTION
BELL ON OUTLET SECTION
<OUTLET SECTION SHOWN)
~
~ -
I
A
wJ
~?,.
="'-- -- I -
~
PLAN
C
o
~
LT
B
.........
rT
t
FLARED
END
N.T.S.
SECTION
1. SET POSTS AND EXCAVTE A 4" X 4"
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
I
R2
FLA T WEIGHT
ILB51
'I'
11'
12'
13"
14'
1411:;> "
15'
2121'
22'
22'
24'
24'
24'
24'
31/2"
31/?'
4"
4"
41/2 '
41/7 '
5'
51/2'
51/:;> ,
53'4 '
6114 '
63'4 '
7114 '
73'4 '
2. ST APLE WIRE FENCING TO
THE POSTS.
I
I ~
I-- I-- l-
::;;:.\\' ~ :;;-'\\'
, \\~
\ 4" \.....\\'
\ \~ \ \-::::- ~4" '::0 \ \).. \ \ \ -::::-
~~~\\\ ,/ ~~~\ ~
3. ATT ACH THE FIL TER FABRIC TO
THE WIRE FENCEAND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
\"
~
\\\ /\\'
\ ~
::;;:.\\......\\\ /'
~~~\ ~
::;;:.\' '
\\\/\\'
\ ~
:::::;.\\......\\\ ,/
\\\/' /'
~,~\\\ -
FIL TER FABRIC
-^
V f-- POSTS
WIRE FENCE
'11=III"11f111 III
'11= =111
- 111-
EXTENSION OF FABRIC AND
WIRE INTO THE TRENCH.
CONSTRUCTION OF A SILT FENCE
N.T.S.
53121
74121
'1'1121
1280
1520
1'!30
219eJ
4100
5380
6550
804121
875121
10630
12520
TOE WALL
h CLASS I CONC
(I"hsc.)CY
.06
.07
.11
.12
.17
.1'!
.24
.29
.36
.39
.42
.44
.47
.50
12'
12'
15'
15'
18'
18'
21"
21'
24'
24"
24'
24'
24'
24'
..AP_.."
'IDTH- IN FEET
IH
TACTILE SUNFACE-......... HR=IRR t:! H '::1=11
tt:lliitfB.F.l.H NIB
l:tltl tt t1:1~ -I:tl /;
l:tl::! I:r ttlX ~ Il:!
+1+1 ~ 1+ 1+1 ;11+1
::iB E H EE1l't. I;B
+.L+1tittitl.+.L i l:tl
j1:lt1ti~=E 1-:i:1:tl . I
.
'!
o
1-
u~
!...
...S
Ie,
.' 'A-......,
,-!!T1LITY STRIP
I '~7H VARIES
"':L
/~
T~~
1211 MAX. SUI'E ~.Bl
~.D';
= & SIDE.ALK 'q~.b'.
~
I ~ 2' LANDING
'---
CURB TYPE D DR CURl & GUTTER
TYPE F C CURB & OUTlER TYPE F 5HOlII)
EXISTING
P'VMT
SECTION,
~\
oC...
L
24- GUTTER SECTION
PICTORIAL VIEW
NOTES:
1. RAMI"S LOCATIONS ARE TO IE COORDINATED .ITH AND IN CDNFIIRMANCE
.ITH CROSSWALK MARlING DETAILS AS SHOIIC IN THE PLANS.
2. IF A CURB RAMP IS LOCATED lIlERE PEDESTRIAN IIIST WALK ACROSS
THE JWIlI. THEN n SHALL HAVE FLARED SIDES. THE MAXua.. SLOPE
OF THE FLARE SHALL IE 1111.
CURB IWPS 'ITH RETURNED CURBS MAY BE USED WHERE PEDESTRIANS
IlU..D NlItMALL Y WALK ACROSS THE IWP.
3. IWPS SHALL H~YE A TACTILE SURFACE. TEXllIlES TO A DEPTH NOT
EXCEEDING 1/1 IIY USE OF A TAlI" lit ROLLER FABRICATED 'ITH AN
nl'RINTED SURFACE OF EITHER ,. ~ D.2IO 'IRE CLOl1t CPLAIN
lEAVE. CONVENTIClIW.. CRIIPh 1 1/2 .. EXPANDED METAL
CSTANDARD) OR S POUND EXPANDED METAL ORATING.
4. RMPS TO BE CONSTRUCTED AT ALL LllCATllIIlS SHOWN IN THE PLANS
EVEN IHEN SIDEMLK IS NOT CONS'TftUCTED CONCURRENTLY.
-
f---~ 2. CROSSWALK
LINE CTYP)
12-
8' MINI""
T
B~ _-
--
-rt----,-
A I
l<f I
......
o I
I
"- id;::---l
FLAT~ ~-.-J -----
T
PLAN VIEW
CURB CUT RAMP
FOR LINEAR PEDESTRIAN TRAFFIC
EDGE Of'
P'VMT
y
(
o
o.
~"~
24"
4"
----
"- --
~v __
-- "'\. 15" C
-- Afp
----
--
6"
--
18"
CONC.
WEIR BOX
00
fJ"
~
/
SLOPE a 4:,
--;
0.
I!
~o.
.
Ij -
l~~ ~.-._
1 ....:.
-:J
'ty
~
,-
'"""l/
0. @ r---- '-DlSAlILED SYMBOL
'1L._
RESERVED PARKING SIGNAGE
. ADD I' ~ ~
SPACE ~_ "'-.. ~
=.J.:NO_ I ....... I b b(l
~
~
"~
( D
"
- II f--"
I.CTYP) ~
( ~I~
I
I
i.
v~
t~l~
I I
: :
"1' T
I I
.(TYP)
( tl~ )
I
i
12' 1II1N
12. lIIlit
NOTES:
1. EACH SUCH PARKING SPACE SHALL BE CONSPICUCIlSL Y
IlUnlNED IN IILUE PAINT. AND SHALL BE POSTED AND MAINTAINED
.ITH A PERMANENT. ABOVE GRADE SION BEARING THE INttRNATIlINAL
SYMBOL OF ACCESSIBILITY. OR THE CAPTION "PARKING IY DISAIILED
PERMIT llNL Y.. lit BEARING 10TH SUCH SYI80L AND CAPTION.
SUCH SIGNS SHALL NOT BE CBSCURED BY A '4EHICLE
PMKED IN THE SPACE. ALL HANDICAPPED PARKI. Sl"M:ES IIIST BE
SIClNEO AND MARKED IN ACCORDANCE .ITH THE STANDARDS ADOPTED
BY THE DEPARlllEMT OF TRANSPORTATION.
2. FL DOT RECCIIENDS IEASURING PARKING SPACE 'IDTH FIlCIM CENTER
TO CENTER BETWEEN BLUE AND WHITE STRIPES.
HANDICAP PARKING STRIPING
FOR MULTIPLE SPACES
/
t8
0)"
..
EDGE OF
P'VMT
70.5"
m-
- :J I J"'to.
I- II- I - ~SL.OA
-II---:III-I~ II- r~
r-11-1-1-31-1-~
~II t:: I ~ I ~ I:=J EllJ !
{Tt- 1- i =IJt:::: II--L'=J _ _ I , II:"
::::..= ~. 15'~MP - -, - - I I b.:I ~
-------~--- ~ I 1 49.50
~11~lTaIEJIEI ~Ii 1--- ~ 18" ll~~AlaIE~o
o "1IQIB t:: II-II ~ '7 48.50 :
.- "'11--:111:::31 EI TE:TI 1=11 =1 t=111: -111=-111::::111==11 L:"- I ~
-. , I 1=11 c--l I r , I r - I t::::f I R I a I a I EliI::::'
51.00
-
-
4"
50.67
3" PVC BLEEDER
WI 90. TURNDOAN
. 1" DIA. BORED CN'
INV.-49.50
I
~
tJO'
..
15"
10.5"
4"
CONTROL STRUCTURE 0-2
N.T.S.
R"
6"
0Cl
.-
~i~\ W
1/2"R,L /
,~',~'
.. .6. .. 6
, .. ,
, <I " <I '
ROCK BASE
f PAVEMENT
/ ./ ./ ./ ./..7 /77
.... ....
..
,~',~'
.... ,
SUBGRADE
~
TYPE
"0"
N.T.S.
CURB
4" CONC. SIDEWALK WITH 6X6 W1.4xW1.4
WWM N<<) CONTRACTION JOINT a 5'-0" O.C.
EXPANSION JOINT a 20'-0" O.C.
5'
PROPOSED GRADE
2" PRIOR T07 SD
1'4 : l' SLOPE
.
- --4',4',4'..4',4',4',4'
UJmWh1 " ..~ ',A~ ',A~ ',A~ ',A~ ',A~ "AUhiWlllll
1l~111/~ /~~0n -6" STABILIZED MATERIAL
= / / t::ilJ (95" MAX. DENSITY)
lJ'~ rr 1-
~1Ii LUlll:::::III~III_11 rLLJ:11 r1ill
TYPICAL SIDEWALK SECTION
N.T.S.
-
5'
V ARIES
5'
3'
8'
8'
8'
3'
8'
49.75 ~ 3f~~NL~~M.
~ 48.25 - 48.25' 48.25 49.0
~~2~ 6' Ij2 46~~~~/~:
/~~~~~~~<<<<<:(~~~<'W<~~~~~~~,
/~~~~~~~~~~~~~~~~~~~~~~~~
//" ~~/~,,'~~ .,~ '~/>'~~/~"~
EXISTING
P'VMT
SECTIONZ
--3
49.75
[
NOTE: CONTRACTOR SHALL SOD FROM EDGE OF EXISTING PAVEMENT TO ELEV.48.25'
WET DETENTION POND SECTION
N.T.S.
V ARIES
V ARIES
V ARIES
EXISTING
EXISTING P'VMT
P'VMT SECTION Z
SECTION,
~ \ --- "-
oC~ ~VNlES :_ V~ ?
-- 4 ~ 4 A<< /
~~'\%0>>~~ ~~1 I ! 11~ ~ :"_'~0~'~
<~,(~~@ ~~~ 4950' .~~~@ ~@ ~/
~~~~~;(<<<<~~<~~/,~~~~
~~~@i@i~~'~~~J
"~~~~~~~~/~~)~-j(ijY~'/)~V'~>>~~)~
/" '~/~"""~ .,,,,<g.~>>,,,,<~/~,,~,
NOTE: CONTRACTOR SHALL SOD SlOE SLOPES AND SEED AND MULCH BOTTOM.
DRY DETENTION POND SECTION
N.T.S.
24'
SLOPE TO EX.
GRADE II 4:1 W2" MIN. TYPE S-III
SLOPEZ ASPHALT CONC7ETE
12"
---- SLOPE 2X
----
--~~/~~ . ~~-~~'
\ L 8" MIN. L1MEROCK BASE, LBR-100 PSI
l12" MIN. STABALIZED SUBGRADE, FBV-75 PSI 98Y. MAX. DENSITY. AASHTO T-180
98" COMP., AASHTO T-180
12"
"~~
IF SOIL CEMENT IS USED IT MUST MEET THE CITY'S SPECIFICATIONS, MIN. 300 PSI,
7 DAY BREAK TEST FROM PILLS MOLDED AT THE SITE FROM SOIL CEMENT BEING
PLACED. THIS IS NOT A PUG MILL BREAK.
ASPHAl T PAVEMENT SECTION
N.T.S.
FIBERGLASS SKIMMER
MOUNTED TO ~
~b ,-
I
USF STEEL
/::GRATE 6625
ELEV.=49.10'
50.00'
TWIN 15" CAP
~UTFALL PIPES
1.......1. /
~ I~
/
3" PVC BLEEDER W/~
90. TURNDOWN &
1.1" DIA. BORED CAP
L rr.= -=- -=- -==- -=- -=- -=- /--12, >--FIBERGLASS SKI_R
: I -r--:-T MOUNTED TO BOX
I I I 1
I 1
I I
I 8: I
CIRCULAR I -,--
A~ ORF ICE 6" ...L- 1
1 f- I - - 1- -3" PVC BLEEDER WI
I. 21'4"- f- , /.-........, /.- """ I 90. TURNDOWN &
l/ I II ') II ') I 1 . 1" D IA. BORED CAP
'0 16" \ " D I \(, -"'J~(, -"'J I
/ '" --~---/---
~FDOT TYPE 'D' INLET~ ~IN 15' CAP
WI CAST IRON GRATE OUTFALL PIPES
611-
4 ' -1"
1211
48.60'
12"
-
.....
I
..
If')
8
~
SEC.IlQbJ
~
~
~
C\l
~
~
~
.
o
z
..
W
~
ct
o
.
J
o
a::
Q..
Ci
W
::aG:
U
W
::I:
U
~
~
~
~
~
~
~
~
~
.
~
~
~
~
~
..
W
...J
ct
U
V)
z
o
i=
Q..
Q:
u
V)
w
o
~
~
~
~
~
tj
~
~
~
o-s
V)
Z
o
Vi
>
w
a:
d
z
w
~
<
o
~
~ ~
~ ~~
~ ~ ~ ~
~ ~ ~ ~
VS \3 ~ ~
~ ~ ~
~ ~ ~ ~
~ ~ ~ ~
~ ~
~
0)
rn CO
t(l)
U 0 0
Z.~ '?
~:> ~co
.. ~ VoICO
rzi Q) 1.'- l.'-
trn l.'-
n. N
I-I-l (I) 0) ><
.. blJ :> ro
~ Q'~ ro ~
~.~ ~ rc
ff1 ~ ~ .~ i'-
ZQ)><8CO
~Q(I)~CO
< tbn rn ~ t(
..4Q~'ti~
~~cogl.'-
bOO ~"
~ ~ M blJ~
~:;j Q~
<~ 0.......
~~ ~Q)
8~ ~
~O 0
U ,.q
~
RICHARD Mi LABINSKY, P.E. SHE E T
(A)
0.25
( ~ ) (f.r) ( R )
48.25 49.10 46.0
r
~- ~ 1~1~"
~-<f /~ '\~ I ~\
11 ([0 Irl \ J/ II
. I L \. // J I
, , . ~ ..... .'" J4..
tfh ~--~~IL~J.J~__~_~ll!'-1-1I2.R
.JL 2-#4 I I
MIN. BARS ... E ...
h/2
SECTION AA SECTION 88
CONTROL STRUCTURE 0-1
N.T.S.
1!7If1(r
REG. NO. 34866
NO.
u
Z
~
())
lO
0)
to
~ I
~ ~~
o ~~
n,J l.'-t')
~O~
0<0)><
~O<<
~~O~
OZ~o)
o ~lO
000)
~rn~())
O~~I
O~ ..~
~rnrit~
~ rito)
~~~"
ON~~
QlOrn~
< rn.......
~ g~
~ Z
o
tt:
~
o
~
~
50F5
~
"\"X Tinter Springs
VVGOLF CLUB
900 w. State Road 434
Winter Springs, FI 32708
Phone (407) 699-1833
Fax (407) 699-0066
City of Winters Springs
City Commission
1126 East State Road 434
Winter Springs, Fl. ~2708-2799
Aug 30,1999
Dear Commissioners:
I respectfully request on the behalf of Winter Springs Golf Club
that we be removed from your regular agenda item B slated for
August 30th. I am unable to be present due to an immediate family
health situation. It is my understanding that we will be placed on
the agenda for September 13th.
Thank you for your time and considerations as we move forward
through this process.
With Regards,
~//
/~.~
~t lek, General Manager
Winter Springs Golf Club
CC: Charles Carrington