2014-090 CHAMPIONS WAY
DEVELOPMENT AGREEMENT
By and Between
SLV13, LLC
a Florida limited liability company
SOUTH LAKE HOSPITAL, INC.
a Florida non-profit corporation
and
THE CITY OF CLERMONT
a municipal corporation organized and existing under the laws of the
State of Florida
CHAMPIONS WAY DEVELOPMENT AGREEMENT
This Champions Way Development Agreement ("Agreement") is dated October 14,
2014, and is between SLV13, LLC, a Florida limited liability company ("SLV"), South Lake
Hospital, Inc., a Florida non-profit corporation ("South Lake") and the City of Clermont, a
municipal corporation organized and existing under the laws of the State of Florida("City").
RECITALS
1. SLV owns a parcel of real property located within the City limits ("SLV
Property"). A legal description of the SLV Property is attached hereto and made a part hereof as
Exhibit"A".
2. South Lake owns a parcel of real property located within the City limits ("South
Lake Property"), which is located to the east of the SLV Property. A legal descnption of the
South Lake Property is attached hereto and made a part hereof as Exhibit`B".
3. City has received by dedication as public right-of-way, real property ("City
Property") located between the SLV Property and the South Lake Property and contiguous to
both properties. A legal description of the City Property is attached hereto and made a part
hereof as Exhibit "C". City acquired the City Property for a future roadway to be named
"Champions Way"to accommodate future development within the City limits.
4. SLV plans to develop the SLV Property as a high quality retail and commercial
center, including a hotel.
5. South Lake plans to develop the South Lake Property in the future and
construction of Champions Way is essential for the future development of the South Lake
Property and will also provide additional access and benefits to South Lake's hospital campus
located to the North of the subject properties.
6. SLV's plans for development of the SLV Property and South Lake's future
development of the South Lake Property and increased access to South Lake's hospital campus
and surrounding area have been deemed by SLV, South Lake and City to be of substantial
economic benefit to the City and its citizens.
7. SLV, South Lake and City believe that it is in the best interests of all the parties to
construct Champions Way on the City Property. The proper construction and use of Champions
Way will require the contemporaneous construction of a turn lanes on State Road 50 ("SR 50")
("Turn Lanes") to provide access to Champions Way for vehicular traffic travelling both east and
west on SR 50.
8. SLV, South Lake and City hereby acknowledge and warrant to one another that
this Agreement and any future acts required hereby are binding and enforceable on SLV, South
Lake and City in accordance with their terms.
In consideration of the mutual benefits and the public interest and other good and
valuable considerations, the receipt and sufficiency of which are hereby acknowledged, the
parties hereto agree as follows:
Section 1. Recitals. The above recitations and true and correct, are hereby
incorporated herein and form a material part of this Agreement.
Section 2. Authority. This Agreement is entered into under the authority of the
Florida Constitution (including Article VIII, Section 2(b) thereof), the general power conferred
upon municipalities by statute and otherwise (including Chapter 163 and 166, Florida Statutes)
and the City's Charter.
Section 3. Construction of Champions Way and Turn Lanes.
3.1 SLV shall enter into a contract for the construction of Champions Way
and the Turn Lanes pursuant to the preliminary plans and sketches consisting of 10 pages dated
July 2014, attached hereto and made a part hereof, as composite Exhibit"D"prepared by McCoy
& Associates, and consistent with sound and reasonable engineering practices and compliant
with City Code and the Florida Department of Transportation and the rules and regulations of
any applicable governing body. The parties understand that there will be changes to these plans.
Any changes to the above-described plans shall require approval of SLV, South Lake and the
City. The following additional terms shall apply:
a) The City shall be the applicant on all permits required for the
construction of Champions Way and the Turn Lanes and shall execute all instruments and
documents reasonably required to complete the construction of Champions Way and the Turn
Lanes.
b) SLV estimates that permits for Champions Way and the Turn
Lanes shall be obtained by September 30, 2014 and that construction will commence by
November 1, 2014. SLV commits that Champions Way and the Turn Lanes will be completed
by July 1, 2015.
c) SLV agrees that completion and payment of Champions Way and
the Turn Lanes shall be a condition precedent to obtaining certificates of occupancy for any part
of the SLV Property.
d) When completed, the improvements to Champions Way, upon
acceptance by the City shall belong to the City and the Turning Lanes shall belong to the Florida
Department of Transportation.
3.2 SLV shall obtain a minimum of three bids from qualified contractors,
which bids shall include payment and performance bonds and public liability, workers
compensation and commercial insurance coverage satisfactory to the parties hereto. All bonds
and insurance shall include the City and South Lake as additional obligees or insureds. Copies
of the bids shall be provided to South Lake. The lowest bid from a responsible bidder shall be
awarded the contract for construction of Champions Way and the Turn Lanes. The solicitation
of bids shall be conducted by SLV and the decision to award the contract shall be decided by
mutual agreement of SLV and SLH.
3.3 SLV shall manage, and oversee the construction process, including but
not limited to paying all costs of construction (the "Costs"), as defined below, shall be prorated
between the parties hereto in the following manner:
a) Champions Way. Each party hereto shall pay one third (1/3) of the
Costs.
b) Decel Turn Lane for West Bound SR 50 Vehicular Traffic. City and
South Lake shall each pay one half(1/2) for the Costs.
c) Left Turn Lane for East Bound SR 50 Vehicular Traffic. Each party
hereto shall pay one third (1/3)of the Costs.
(d) The City's share of the Costs shall not exceed $200,000.00, and South
Lake's share of the Costs shall not exceed $200,000.00.
3.4 Costs shall mean all costs, charges, and expenses related to the
construction of Champions Way and the Turn Lanes, and as more particularly described in
SLV's engineer's construction estimate, attached hereto and incorporated herein, as Exhibit"E".
3.5 Payments of Costs. SLV shall submit, no more frequently then one time
per month, a request for payment to City and South Lake. Each request shall specify separately
for City and South Lake, the prorated contribution amount requested based on the applicable
portion of the project as set forth in 3.3 above. The request shall include a certification by the
project engineer that the request is in accordance with this agreement and the construction
estimate and is for work completed in accordance with the approved plans for the project. Within
fifteen (15) days of request from SLV, unless objected to in writing, each party shall deliver to
SLV partial payments based upon approved draw requests from the contractor.
3.6 SLV shall be responsible for payment of the Costs from its own funds and
from payments received from the parties hereto in the proportions as provided in this Agreement
and subject to the prorated contribution shares and maximums applicable to the City and South
Lake. SLV hereby agrees to indemnify City and South Lake from and against any claims or
damages for failure to pay Costs from payments timely received from City and South Lake and
for all damages, losses, claims and liabilities related to the construction, including personal
injuries and death. Neither the City nor South Lake waives their respective rights of sovereign
immunity under Florida law.
Section 4. Dispute Resolution. Should the parties disagree with the calculation or
allocation of the Costs, the parties shall make all good faith efforts to resolve same in a
reasonable manner. Prior to, and as a condition precedent to the commencement of any lawsuit
or administrative proceeding to resolve any disputes arising out of this Agreement the parties
agree that the dispute first shall be summited to non-binding mediation for a minimum of four
hours before a business mediation organization approved by the parties. Such mediation shall be
held at the CITY's offices at the address set forth in this Agreement. The parties shall bear the
costs of the mediation equally.
Section 5. Assignment. The parties recognize and acknowledge that SLV may
engage one or more companies or individuals other than SLV, to effect the construction of
Champions Way and the Turn Lanes.
Section 6. Entire Agreement. This Agreement sets forth all of the promises,
covenants, agreements, conditions and understandings between the parties hereto, and supersedes
all prior and contemporaneous agreements, understandings, inducements or conditions, express
or implied, oral or written, except as herein contained.
Section 7. Counterparts. This Agreement may be executed in one or more
counterparts, each of which shall be deemed an original,but all of which shall together constitute
one and the same instrument.
Section 8. Governing Law. This agreement and the provisions contained herein
shall be construed, controlled, and interpreted according to the laws of the State of Florida,
and all duly adopted ordinances in effect and those hereinafter adopted. The location for
settlement of any and all claims, controversies, or disputes, arising out of or relating to any part
of this Agreement or any breach hereof, shall be Lake County, Florida. The prevailing party in
any dispute shall recover its costs, including reasonable attorneys' fees, from the losing party.
Section 9. Term. This Agreement shall be effective upon the date first set forth
above ("Effective Date"). This Agreement shall remain in effect until completion of the
construction of Champions Way and the Turn Lanes and full payment by the parties of their
respective share of the Costs for such work, unless extended by mutual consent of all parties
hereto.
Section 10. Binding Effect. This Agreement shall be binding upon and enforceable by
and against the parties hereto and their heirs, successors and assigns.
Section 11. Notice. Any Notice to be given shall be in writing and shall be sent by
certified mail, return receipt requested, to the party being noticed at the following address:
As to City: City of Clermont
Attn: Darren Gray, City Manager
P.O. Box 120219
Clermont, FL 34712-0219
Copy to: de Beaubien, Knight, Simmons, Mantzaris &Neal, LLP
Attn: Daniel F. Mantzaris
332 North Magnolia Avenue
P.O. Box 87
Orlando, Florida 32802
As to SLV: SLV13, LLC
Attn: Mark J. Graff
1200 Oakley Seaver Drive, Suite 203
Clermont, FL 34711
Copy to: Stanton & Gasdick, P.A.
Attn: Michael J. Gasdick
390 N. Orange Ave., Suite 260
Orlando, FL 32801
As to South Lake: South Lake Hospital, Inc.
Attn: John A. Moore, President
1900 Don Wickham Drive
Clermont, FL 34711
Copy to: Mateer and Harbert, P.A.
Attn: James B. Bogner
225 E. Robinson St., Suite 600
Orlando, FL 32801
Section 12. Force Majeure. The parties shall use reasonable diligence to ultimately
provide the improvements described herein, but shall not be liable to any other, or their
successors or assigns, for damages, costs, attorney's fees (including costs and attorney's fees on
appeal) for breach of contract, or otherwise for failure, suspension, diminution, or other
variations of services occasioned by any cause beyond the control and without the fault of the
parties. Such causes may include, but shall not be limited to, Acts of God, or public enemy, acts
of other government (including regulatory entities or court) in its sovereign or prior contractual
capacity, fires, floods, epidemics, quarantines, restrictions, strikes, or failure or breakdown of
transmission or other facilities.
IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year
first written above.
4.A ' , /
0 f City of Clermont
J�',n ''.^ , E1
;,• ���
' l Attest: By: .-- .10 !, D�
1 1,'. ; 1 Harol• Turville,Jr.,M. .
,v
r• h ,.c 0 _ , C Clerk Approved As to Form And Legality For Use and
Reliance b - - -, : C • - , . lorida, only
�jl
City orney, lermont, Florida
Date: /OA 9 )y
STATE OF FLORIDA
COUNTY OF LAKE
Sworn to, affirmed, and subscribed before me this /5/7frYday of , 2014, by
Harold Turville, Jr., as Mayor and / Gy ��, i�o las City Clerk of the City of
Clermont, who are personally known to me or who have provided their Florida Drivers' Licenses
or as identification.
Ajp,( 4;,€...e. 2___,iii_te/
Notary Public, State of Florida
Print Name: le/746-.0 / , %,i, .
My Commission Expires: ad/a(9/S
�o�.a• .,B'e% DENISE RAYL NOOK
* ,!\= * MY COMMISSION d EE 150678
urn EXPIRES'December 20,2015
-"4,,,,0,e Bonded ihm Budget Notary Services
Witnesses: SLV13, LLC
By:
Pnnt Name: 14"u (A• E,,,,4 t Ma,k J. Gil, Its r T •r
Prmt Name: IQ.Y'c„,R(p pVS
STATE OF FLORIDA
COUNTY OF LAKE
Sworn to, affirmed, and subscribed before me this a® day of Othp be r , 2014, by
Mark J. Graff as Manager of SLV13, LLC, a Florida limited liability company, on behalf of said
company, who is personally known to me or who has provided his Florida Driver's License as
identification.
ga/tIA.
TAUA MARRERO
MY COMMISSION N EE221T08 Notary Public, State of Florida
:""-r EXPIRES August 01,2018 Print Name: Ta 1164 enact-eel?
(407) '3884,51 FlapdaNawra«ho..com
My Commission Expires: '`g--t—1 G
Witnesses: South Lake Hospital, Inc.
`-/S
By: /Z/4--
Prmt Name: (o,, 5k, ,Ui John
Moore, President
nCtSV) g'•
Prmt Name: Tcc cc-, cp Q I vi
STATE OF FLORIDA
COUNTY OF LAKE
Sworn to, affirmed, and subscribed before me this oZ-o day of Qr , 2014, by
John A. Moore as President of South Lake Hospital, Inc., a Florida Non Profit corporation, on
behalf of said corporation, who is personally known to me or who has provided his Florida
Driver's License as identification.
/
TAL.IA AAARRERO
0,"(t&, Notary Public, State of Florida
•`= MY COMMISSION#EE221708
EXPIRES August 01.2016 Print Name:
T\(1G, Mat-iv 63
(407)3ee41S$ Roelamromry3ava..Wm
My Commission Expires: g- 1-/�,
Exhibit "A"
SLV Property
Legal Description
The Part of Tract 11, LAKE HIGHLANDS COMPANY
SUBDIVISION, according to the map or plat thereof as recorded in
Plat Book 2, Page 28, Public Records of Lake County, Florida, (said
Tract 11 is also described as the Southwest 1/4 of the Northeast 1/4
of the Northwest 1/4 of Section 28, Township 22 South, Range 26
East) lying North of the Northerly right-of way of State Road 50;
LESS AND EXCEPT that tract of land conveyed to Florida Power
Corporation and recorded in O.R. Book 91, Page 572, of the Public
Records of Lake County, Florida;
LESS AND EXCEPT that parcel conveyed to the City of Clermont
by Special Warranty Deed recorded in O.R. Book 2108, Page 1404,
as re-recorded in O.R. Book 3500, Page 1358, of the Public Records
of Lake County, Florida.
Exhibit "B"
South Lake Property
Description
As per Property Appraiser records—
Alternate Key 3771729
Parcel Number 09-22-26-120500500000
Exhibit "C"
City Property
Description
Public Right of Way between property described in Exhibit A and Exhibit B.
Exhibit"D"
McCoy and Associates July 2014 Plans (10 pages)
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Choice of Cha
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OWNERZAPPLICANT:
CITY ®f CLERMONT
DARREN GRAY, CITY MANAGER
685 W. MONTROSE STREET
CLERMONT, FLORIDA 34711
(352) 394 -4081
PLANNERS /ENGINEERS:
McCOY & ASSOCIATES
732 4th STREET
CLERMONT, FLORIDA 34711
(352) 394 -5756
LAND SURVEYOR:
RHODEN LAND SURVEYING
420 EAST MINNEHAHA STREET
CLERMONT, FLORIDA 34711
(352) 394 -6255
S.R. 50 TURN LANES
IMPROVEMENT PLANS
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—'do Choice of Champions
TABLE OF CONTENTS
SHT. NO.
1
2
3
4
5
6
7
3
0
10
TITLE
COVER SHEET
S.R.50 IMPROVEMENT PLAN
S.R.50 STRIPING /SIGNAGE PLAN
S.R.50 GRADING PLAN
S.R.50 DRAINAGE PLAN
CHAMPIONS WAY IMPROVEMENT PLAN
CHAMPIONS WAY PLAN & PROFILE
CLERMONT GENERAL NOTES #1
CLERMONT GENERAL NOTES #2
CLERMONT WATER DETAILS
GENERAL NOTES:
ALL CONSTRUCTION METHODS AND MATERIALS
SHALL BE IN COMPLIANCE WITH THE 2015
DESIGN STANDARDS, 2014 STANDARD
SPECIFICATIONS AND THE 2010 UTILITY
ACCOMMODATION MANUAL.
ALL AREAS WITHIN FDOT RIGHT —OF —WAYS
DISTURBED BY CONSTRUCTION SHALL BE GRADED
AND SODDED WITH ARGENTINE BAHIA.
ALL MOT SHALL BE PER THE 2015 DESIGN
STANDARDS 600 SERIES INDICES FOR WORK
WITHIN FDOT RIGHT —OF —WAY.
NOTE: ALL PROJECT CONSTRUCTION SHALL CONFORM TO THE CURRENT FDOT AND CITY OF CLERMONT STANDARDS AND SPECIFICATIONS.
RICK McCOY
STATE OF FLORIDA
PROFESSIONAL ENGINEER
NO. 38725
NOT VALID WITHOUT
SIGNATURE AND ORIGINAL RAISED SEAL
Mc &A #13 -018
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00007-
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—'do Choice of Champions
TABLE OF CONTENTS
SHT. NO.
1
2
3
4
5
6
7
3
0
10
TITLE
COVER SHEET
S.R.50 IMPROVEMENT PLAN
S.R.50 STRIPING /SIGNAGE PLAN
S.R.50 GRADING PLAN
S.R.50 DRAINAGE PLAN
CHAMPIONS WAY IMPROVEMENT PLAN
CHAMPIONS WAY PLAN & PROFILE
CLERMONT GENERAL NOTES #1
CLERMONT GENERAL NOTES #2
CLERMONT WATER DETAILS
GENERAL NOTES:
ALL CONSTRUCTION METHODS AND MATERIALS
SHALL BE IN COMPLIANCE WITH THE 2015
DESIGN STANDARDS, 2014 STANDARD
SPECIFICATIONS AND THE 2010 UTILITY
ACCOMMODATION MANUAL.
ALL AREAS WITHIN FDOT RIGHT —OF —WAYS
DISTURBED BY CONSTRUCTION SHALL BE GRADED
AND SODDED WITH ARGENTINE BAHIA.
ALL MOT SHALL BE PER THE 2015 DESIGN
STANDARDS 600 SERIES INDICES FOR WORK
WITHIN FDOT RIGHT —OF —WAY.
NOTE: ALL PROJECT CONSTRUCTION SHALL CONFORM TO THE CURRENT FDOT AND CITY OF CLERMONT STANDARDS AND SPECIFICATIONS.
RICK McCOY
STATE OF FLORIDA
PROFESSIONAL ENGINEER
NO. 38725
NOT VALID WITHOUT
SIGNATURE AND ORIGINAL RAISED SEAL
Mc &A #13 -018
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SOUTH LAKE VILLAGE, LLC
(LAKE Co. ALT. #3784777)
Progress Energy
easement 5' wide
next to utility pole
& guy wires, guy
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° `7 Y V found 1/2" iron rod Z
& cap LB 7506"
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approxittil — �s
fiber optic f
line per flags ®� /
— 50'
EXISTING V
ex. sidewalk
BIKE LANE edge of pavement
260'
(3) L OSTVNG EASTBOUND LANES
EXISTING 4' BIKE LANE
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SOUTH LACE HOSPOLAL, INC
(LAKE Co. ALT. #3771729)
existing
INSTALL HC RAMPS w/ 6 "x24" box Culvert
DETECTABLE WARNINGS invert= 280.63
PER INDEX 0304, (fyp.) TO Be Removed
_i L tility pole
concre e
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JILL 1 2�6 0 -5 110
Exisitng Overhead Power Lone --'l
(TO BE EMOVED BY DUKE ENERGY)
SAW —CUT AND REMOVE ±450' EXISTING CURB AND SIDEWALK,
INSTALL TYPE 5 INLET
TOP EL. 280.10
GRATE EL. 279.60 CITY ®f CLER ONT
INV. EL. 275.00 0
OL
(LAKE Co. ALT. #3635175)
INSTALL 95' of 18" w
HOPE @ 0.5% SLOPE ° o
INSTALL MSS o Water Tower Site o
INV =274.5
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0 OFiL exustIng
18 "HDPE
Inv =2V1.25
—50'
ex. Swale /\ -► ex. Swale _IL —
LLJ
ex. sidewalk
SAW —CUT AND REMOVE ±350' EXISTING
CURB
INCLUDING EX, 8 "x24" BOX CULVERT,
HANDRAIL
MATCH EXISTING PAVEMENT ELEVATDON /
SLOPE
AND CONCRETE SWALE
SECTDON
INSTALL 12' LEFT TURN
LANE
MATCH EXISTING PAVEMENT ELEVATION
/ SLOPE
AND TYPE "A" MEDIAN
CURD
INSTALL 12' RIGHT —TURN LANE,
TYPE "F"
GENERAL NOTES:
ALL CONSTRUCTION METHODS AND MATERIALS SHALL
DE IN COMPLIANCE WITH THE 2015 DESIGN
STANDARDS, 2014 STANDARD SPECIFICATIONS AND
THE 2010 UTILITY ACCOMMODATION MANUAL.
ALL AREAS WITHIN EDOT RIGHT —OF —WAYS DISTURBED
BY CONSTRUCTION SHALL BE GRADED AND SODDED
WITH ARGENTINE BAHIA.
ALL MOT SHALL BE PER THE 2015 DESIGN
STANDARDS 600 SERIES INDICES FOR WORK WITHIN
FDOT RIGHT —OF —WAY.
40'
EXISTING EASTBOUND
EXISTING TRAVEL LANES
4'
BIKE
LANE SAW –CUT EXISTING CURB /ASPHALT
MATCH TURN LANE ELEVATION
TO EXISTING TRAVEL LANE
TURN –LANE SPECIFICATIONS:
OPTIONAL BASE GROUP 9 –
1 -1/2" FC12.5 WITH GROUND TIRE RUBBER
(FRICTION COURSE TO MATCH EXISTING)
3" TRAFFIC LEVEL C SUPERPAVE ASPHALT
2 -5" LIFTS LIME ROCK BASE, COMPACTED
TO 98% MAX. DENSITY (MOD. PROCTOR)
12" STABILIZED SUB – GRADE, LBR 40 MIN.
–OR–
ADDITIONAL 2" TRAFFIC LEVEL C SUPERPAVE ASPHALT
CURD & GUTTER, TYPE 5 CURB INLET w/
95' Of 18" HDPE AND 5' SIDEWALK
S.R.50 TURN -LANE IMPROVEMENTS
NEW PAVEMENT
TO BE INSTALLED
PROPOSED
12' LEFT –TURN LANE
(POSTED SPEED 50 NERD
12.5'
EXISTING GRADE
TYPICAL CROSS- SECTION
EASTBOUND LEFT -TURN LANE
AND WESTBOUND RIGHT -TURN LANE
SCALE 1 " =5'
E LANE
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100,
EXISTING RIGHT –OF –WAY
40'
EXISTING WESTBOUND
TRAVEL LANES EXISTING
4'
BIKE~
SAW –CUT EXISTING CURB /ASPHALT LANE
MATCH TURN LANE ELEVATION
TO EXISTING TRAVEL LANE
TURN –LANE SPECIFICATIONS:
OPTIONAL BASE GROUP 9 –
°
v,
existing
--0 IL 18'"Hif
1 -1/2" FC12.5 WITH GROUND TIRE RUBBER
(FRICTION COURSE TO MATCH EXISTING)
3" TRAFFIC LEVEL C SUPERPAVE ASPHALT
2-5" LIFTS LIME ROCK BASE, COMPACTED
TO 98% MAX. DENSITY (MOD. PROCTOR)
12" STABILIZED SUB – GRADE, LBR 40 MIN.
–OR–
ADDITIONAL 2" TRAFFIC LEVEL C SUPERPAVE ASPHALT
161, Same Slope As
Adjacent Pavement
a T g.. 7., Join,„
Seal N
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aR/ `-Conc. Pav't.
�s Exp. Joint And
Preformed Joint Filler
For details depicting usage adjacent
to flexible pavement, see diagram right.
TYPE A
6., 1' -6„
0
7,1"
6" Min.
EXISTING GRADE
Surface On Law Side Of Pavement
To Be 1' Above Lip Of Gutter Except
FC -2 To Be g Above Lip. Surface On
High Side To Be Flush With Gutt —Slope Varies
k Flexible Pavt.
I
0 Applies to both high and low sides of pavement, low side shown.
CURB AND GUTTER AND TYPE A CURB
ADJACENT TO FLEXIBLE PAVEMENT
INDEX N0, 300
*Note: When used on high side of roadways, the cross slope of the
gutter shall match the cross slope of the adjacent pavement
the thickness of the lip shall be 6', unless otherwise shown
an plans.
TYPE F
RICK McCOY
STATE OF FLORIDA
PROFESSIONAL ENGINEER
NO. 38725
NOT VALID WITHOUT
SIGNATURE AND ORIGINAL RAISED SEAL
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURE SHOWN ON THESE
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PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS
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REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECTTHE UTILITY LINES SHOWN ON
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THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR
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THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
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THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB
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SITE CONDITIONS DURING THE JACK & BORE OPERATIONS OF THIS PROJECT, INCLUDING SAFETY OF
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ALL PERSONS AND PROPERTY; THATTHIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
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JAHNA INDUSTRIES AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
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IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY
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ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
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CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORTALL
DISCREPANCIES TO THE OWNER AND THE ENGINEER PRIOR TO THE COMMENCEMENT OF THE WORK.
ALL DISTURBED AREAS WITHIN
THE F.D.O.T. RIGHT –OF –WAY
PROPOSED
PROP. PROP. TO BE REGRADED AND SODDED
12'
4' 5' WITH ARGENTINE BAHIA
RIGHT TURN LANE
CURB SIDEWALK SCARIFY ALL FILL AREAS.
& SOD COMPACT CLEAN FILL TO 95%
ZM�
MAX. DENSITY (Mod. Proctor)
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SEE PLAN FOR FINAL
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SLOPE AND ELEV'S.
1 -1/2" FC12.5 WITH GROUND TIRE RUBBER
(FRICTION COURSE TO MATCH EXISTING)
3" TRAFFIC LEVEL C SUPERPAVE ASPHALT
2-5" LIFTS LIME ROCK BASE, COMPACTED
TO 98% MAX. DENSITY (MOD. PROCTOR)
12" STABILIZED SUB – GRADE, LBR 40 MIN.
–OR–
ADDITIONAL 2" TRAFFIC LEVEL C SUPERPAVE ASPHALT
161, Same Slope As
Adjacent Pavement
a T g.. 7., Join,„
Seal N
r
aR/ `-Conc. Pav't.
�s Exp. Joint And
Preformed Joint Filler
For details depicting usage adjacent
to flexible pavement, see diagram right.
TYPE A
6., 1' -6„
0
7,1"
6" Min.
EXISTING GRADE
Surface On Law Side Of Pavement
To Be 1' Above Lip Of Gutter Except
FC -2 To Be g Above Lip. Surface On
High Side To Be Flush With Gutt —Slope Varies
k Flexible Pavt.
I
0 Applies to both high and low sides of pavement, low side shown.
CURB AND GUTTER AND TYPE A CURB
ADJACENT TO FLEXIBLE PAVEMENT
INDEX N0, 300
*Note: When used on high side of roadways, the cross slope of the
gutter shall match the cross slope of the adjacent pavement
the thickness of the lip shall be 6', unless otherwise shown
an plans.
TYPE F
RICK McCOY
STATE OF FLORIDA
PROFESSIONAL ENGINEER
NO. 38725
NOT VALID WITHOUT
SIGNATURE AND ORIGINAL RAISED SEAL
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JOB NO.
13-018
DATE
July 2014
DES. BY: RMc
OWN. BY: RMc
CHK'D BY:
APP'D BY:
SHEET
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JOB NO.
13-018
DATE
July 2014
DES. BY: RMc
OWN. BY: RMc
CHK'D BY:
APP'D BY:
SHEET
2 GE 7
SOUTH L K E V LLAG E 9 LLC THERMOPLASTIC DOUBLE
MEDIAN OSTRIPINDG WITH
18" YELLOW CENTER STRIPING
(LAKE CO. ALT. #3784777) PER FDOT INDEX 17346
w INSTALL WHITE LEAD —FREE THERMOPLASTIC
z RIGHT TURN ARROW AND "ONLY" MESSAGE
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R3 -5 "RIGHT TURN ONLY" SIGN &
3 24" LEAD —FREE THERMOPLASTIC STOP BAR
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105' 15'
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EXISTING 4' BIKE LANE
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(3) E D TING �STBOUND LANES
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a EXISTING 4' BIKE LANE
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o INSTALL 6" YELLOW SOLID LEAD —FREE INSTALL 6" WHITE SOLID
THERMOPLASTIC EDGE STRIPE
z LEAD —FREE THERMOPLASTIC STRIPE
_z INSTALL 6" WHITE 6' -10' SKIP
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a RIGHT —TURN ARROWS, AS INDICATED (typ)
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ALL TURN LANES SHALL HAVE RPMs PLACED PER INDEX 17352
a ALL PAVEMENT MARKINGS SHALL BE INSTALLED PER INDEX 17346
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a a" 19 s.f. a" 27 s.f. �4" 22 s.f. 4" 22 s.f. La" 23 s.f
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1 1 11 "11 II 11 1111 "11 1 1 111111 111 111
1 1 11 11 II IIII II I `1111 II 111 II
1 1 11 - -11 II I I -11 1 1111 11 1111. I
1 11 II11 111 11 All 1 111111 11111, I
1 11 111yy ++ + jj111 1 II 1111 11 111111 I
1 11 IIIfT�I�l Tlilll 11' 111111 111'1, I
1 �I 111 III 11 1 1 1111 111 I
1 1 1 11 1 11 11. II 1 Illlh 11111. J
12 s.f. 16 s.f.
2 4 2 4 2 4 2
BY:
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30
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1111 I I 1 ,. 'I 1' 'll
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2' -6"
1
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IIII "II "IIII III •• IIII 11 II11 1 111
1111 1 'I 111111 P 1
4
II I I IIII III II
IIII II IIII III 1 1 119 111 II '1111 11 1111 1 --
1111 1 I Il lllli 1
1111 1 I 1 1111111 11
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a a" 19 s.f. a" 27 s.f. �4" 22 s.f. 4" 22 s.f. La" 23 s.f
0
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1 11 IIIfT�I�l Tlilll 11' 111111 111'1, I
1 �I 111 III 11 1 1 1111 111 I
1 1 1 11 1 11 11. II 1 Illlh 11111. J
L a" 25 s.f.
27 s.f.
12 s.f. 16 s.f.
2 4 2 4 2 4 2
BY:
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30
0
z
Right Turn Arrow To Be Reversed
Solid White Chonnelizing Line
2' -6"
1
1 s.f.
23 s.f.
4
NOTE: When arrow and pavement message are
used
w
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Solid White Edge Line Or Lane Line
_
together, the arrow shall be located down strfedhe
pavement
message and
shall be sepera}ed
Prohibited ( Yellow ) 1
�?
from the pavement message by a distance
of 25(Base
of the tarrkhe base
of the message).
6"
T
Yellow
dotted lines may be
used IT special
I I
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16' 110'16 '110'16'110'16'110'16'110'16'1
PAVEMENT ARROW
AND MESSAGE
DETAILS
"White
Or Yellow
TYPES OF
PERMANENT
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Yellow Edge Line
(Reflective R.P.M.)
Broken White Carlene �iWhite_, t
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15'
6"
M M 6}„
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1°10' - 1°30 10'--30'- 10= 1°30'' - 10'- -I
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Dotted Line Turning Guide Turn Guide Line )
1
Broken Yellow Center
Line
1
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•I • •I = •I = •I • •I = •I • IT
30'
30' EI Yellow
L a" 25 s.f.
27 s.f.
Z' Without Contrast Markings
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W
O O O O 41111111111110 40 4W 5, N (Reflective R.P.M.)
10' _ 10 _ 15'
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With Contrast Markings
NOTE: Ceramic Markers should not be Installed unless specifically called for in the plans. Use is
limited to high volume sections with ADT's greater than 50,000 where lane changing is to
be discouraged or other areas where channelrza }ion is required.
NON- REFLECTIVE CERAMIC PAVEMENT MARKER PLACEMENT
t I t
mU UN
�eIG1P.e
* 25'
e>/
INSTALL R1 -2 "YIELD" SIGN FACING SOUTH
AND A R6 -1 "ONE WAY" SIGN WITH
A R5 -1 "DO NOT ENTER" SIGN
FACING NORTH
SOUTH LAKE HOSPOT L, DNC
(LAKE CO. ALT. #3771729)
INSTALL 6" WHITE SOLID LEAD —FREE
THERMOPLASTIC STRIPE
INSTALL DOUBLE 6" WHITE 2' -4' SKIP
LEAD —FREE THERMOPLASTIC STRIPE
INSTALL 6" WHITE SOLID LEAD —FREE
THERMOPLASTIC EDGE STRIPE
INSTALL WHITE LEAD —FREE THERMOPLASTIC
RIGHT —TURN ARROWS, AS INDICATED (typ)
25 15
ex. sidewalk
105
ex. swa
(3) EXOSTVNO WESTBOUND LANES
4' BIKE
INSTALL R3 -4 "NO U —TURN SIGN"
AND "NO LEFT TURN" SIGN
S.R.50 STRIPING /SIGNAGE IMPROVEMENTS
(POSTED SPEED SO PHI)
6" White Edge Line
Traffic Flow
10' 30'
�� 6" Yellow ( 6' -10' Skip ) 6" Yellow Edge Line
6' -10'
Use Amber Delineators On Sides Extension
Facing Cross -Over �1 6'
Q Medians
Use Green Delineators On Sides � Generally Top Of Post Should Be 4'
Facing Away From Cross -Over. --Past Radius Above The Edge Of Pavement Grade
Point
Begin Extension At Radius Porn} 6" Yellow Edge Line
Traffic Flow
6" White Skip
6" White Edge Line
PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS -OVER
NOTE:
Markings applied to median noses shall be yellow in color.
6" Yellow Edge Line 6" Whi te
Full
Lane Wid t h
6j
6' Delineator Post
`6° Yellow Edge Line
R3 4
Paved Road paved Road
ti6.. Whitey a u�-V White---
_-6" White Skip
6" Yellow Edge Line 6" Yellow Edge Line
M fi Whi }e Grassed Median With Or
Full Lane Width 6 Without Curb
Delinea tor Post
6" White Line Begins Opposite Radius Point 6" Yellow Edge Line
- - - - - - - �,6' -10' Skip�� - - - - - - 6" White Edge Line
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Paved Roo
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_. . _._..._nt
PLACEMENT OF EDGE LINES
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
TRAFFIC DESIGN
SPECIAL MARKING AREAS
6heei No. Index No.
1 of 13 17346
ONE WAY
R6 -1L
ONE WAY
R6 -1R
LLI
2 4 2 4 2 4
2 4 2 4 2 4 2
BY:
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BASIC COLOR
RULE
N
Solid White Chonnelizing Line
White
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Solid White Edge Line Or Lane Line
White
lines separate traffic
in the same di
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Two -Lane Passing
Prohibited ( Yellow ) 1
6'
Yellow
lines separate traffic
in opposing di
w
6"
T
Yellow
dotted lines may be
used IT special
Z' Without Contrast Markings
w
W
O O O O 41111111111110 40 4W 5, N (Reflective R.P.M.)
10' _ 10 _ 15'
I
With Contrast Markings
NOTE: Ceramic Markers should not be Installed unless specifically called for in the plans. Use is
limited to high volume sections with ADT's greater than 50,000 where lane changing is to
be discouraged or other areas where channelrza }ion is required.
NON- REFLECTIVE CERAMIC PAVEMENT MARKER PLACEMENT
t I t
mU UN
�eIG1P.e
* 25'
e>/
INSTALL R1 -2 "YIELD" SIGN FACING SOUTH
AND A R6 -1 "ONE WAY" SIGN WITH
A R5 -1 "DO NOT ENTER" SIGN
FACING NORTH
SOUTH LAKE HOSPOT L, DNC
(LAKE CO. ALT. #3771729)
INSTALL 6" WHITE SOLID LEAD —FREE
THERMOPLASTIC STRIPE
INSTALL DOUBLE 6" WHITE 2' -4' SKIP
LEAD —FREE THERMOPLASTIC STRIPE
INSTALL 6" WHITE SOLID LEAD —FREE
THERMOPLASTIC EDGE STRIPE
INSTALL WHITE LEAD —FREE THERMOPLASTIC
RIGHT —TURN ARROWS, AS INDICATED (typ)
25 15
ex. sidewalk
105
ex. swa
(3) EXOSTVNO WESTBOUND LANES
4' BIKE
INSTALL R3 -4 "NO U —TURN SIGN"
AND "NO LEFT TURN" SIGN
S.R.50 STRIPING /SIGNAGE IMPROVEMENTS
(POSTED SPEED SO PHI)
6" White Edge Line
Traffic Flow
10' 30'
�� 6" Yellow ( 6' -10' Skip ) 6" Yellow Edge Line
6' -10'
Use Amber Delineators On Sides Extension
Facing Cross -Over �1 6'
Q Medians
Use Green Delineators On Sides � Generally Top Of Post Should Be 4'
Facing Away From Cross -Over. --Past Radius Above The Edge Of Pavement Grade
Point
Begin Extension At Radius Porn} 6" Yellow Edge Line
Traffic Flow
6" White Skip
6" White Edge Line
PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS -OVER
NOTE:
Markings applied to median noses shall be yellow in color.
6" Yellow Edge Line 6" Whi te
Full
Lane Wid t h
6j
6' Delineator Post
`6° Yellow Edge Line
R3 4
Paved Road paved Road
ti6.. Whitey a u�-V White---
_-6" White Skip
6" Yellow Edge Line 6" Yellow Edge Line
M fi Whi }e Grassed Median With Or
Full Lane Width 6 Without Curb
Delinea tor Post
6" White Line Begins Opposite Radius Point 6" Yellow Edge Line
- - - - - - - �,6' -10' Skip�� - - - - - - 6" White Edge Line
a
a
T a
1
a o
o
Nos
Paved Roo
e)
_. . _._..._nt
PLACEMENT OF EDGE LINES
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
TRAFFIC DESIGN
SPECIAL MARKING AREAS
6heei No. Index No.
1 of 13 17346
ONE WAY
R6 -1L
ONE WAY
R6 -1R
LLI
RMc
= 4„
BY:
.�
W
BY:
- 65,
Solid White Chonnelizing Line
a
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Q
0
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a mM
w
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M
w
j
Double Solid Yellow ( Or White
)
0
T
M
6"
Extension Of Edge Line Through Cross -Over Area
4
65,
E E E E E *E x
6..
CE
I I
T
16' 110'16 '110'16'110'16'110'16'110'16'1
T
N
"White
Or Yellow
TYPES OF
PERMANENT
LONGITUDINAL LINES
Q
Ld
a
W
CQ O
a, 4
?
z
w
CO
CQ W Lid
w
O O O O
(Reflective R.P.M.)
� 0
z
10'
15'
L 15'
Z' Without Contrast Markings
w
W
O O O O 41111111111110 40 4W 5, N (Reflective R.P.M.)
10' _ 10 _ 15'
I
With Contrast Markings
NOTE: Ceramic Markers should not be Installed unless specifically called for in the plans. Use is
limited to high volume sections with ADT's greater than 50,000 where lane changing is to
be discouraged or other areas where channelrza }ion is required.
NON- REFLECTIVE CERAMIC PAVEMENT MARKER PLACEMENT
t I t
mU UN
�eIG1P.e
* 25'
e>/
INSTALL R1 -2 "YIELD" SIGN FACING SOUTH
AND A R6 -1 "ONE WAY" SIGN WITH
A R5 -1 "DO NOT ENTER" SIGN
FACING NORTH
SOUTH LAKE HOSPOT L, DNC
(LAKE CO. ALT. #3771729)
INSTALL 6" WHITE SOLID LEAD —FREE
THERMOPLASTIC STRIPE
INSTALL DOUBLE 6" WHITE 2' -4' SKIP
LEAD —FREE THERMOPLASTIC STRIPE
INSTALL 6" WHITE SOLID LEAD —FREE
THERMOPLASTIC EDGE STRIPE
INSTALL WHITE LEAD —FREE THERMOPLASTIC
RIGHT —TURN ARROWS, AS INDICATED (typ)
25 15
ex. sidewalk
105
ex. swa
(3) EXOSTVNO WESTBOUND LANES
4' BIKE
INSTALL R3 -4 "NO U —TURN SIGN"
AND "NO LEFT TURN" SIGN
S.R.50 STRIPING /SIGNAGE IMPROVEMENTS
(POSTED SPEED SO PHI)
6" White Edge Line
Traffic Flow
10' 30'
�� 6" Yellow ( 6' -10' Skip ) 6" Yellow Edge Line
6' -10'
Use Amber Delineators On Sides Extension
Facing Cross -Over �1 6'
Q Medians
Use Green Delineators On Sides � Generally Top Of Post Should Be 4'
Facing Away From Cross -Over. --Past Radius Above The Edge Of Pavement Grade
Point
Begin Extension At Radius Porn} 6" Yellow Edge Line
Traffic Flow
6" White Skip
6" White Edge Line
PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS -OVER
NOTE:
Markings applied to median noses shall be yellow in color.
6" Yellow Edge Line 6" Whi te
Full
Lane Wid t h
6j
6' Delineator Post
`6° Yellow Edge Line
R3 4
Paved Road paved Road
ti6.. Whitey a u�-V White---
_-6" White Skip
6" Yellow Edge Line 6" Yellow Edge Line
M fi Whi }e Grassed Median With Or
Full Lane Width 6 Without Curb
Delinea tor Post
6" White Line Begins Opposite Radius Point 6" Yellow Edge Line
- - - - - - - �,6' -10' Skip�� - - - - - - 6" White Edge Line
a
a
T a
1
a o
o
Nos
Paved Roo
e)
_. . _._..._nt
PLACEMENT OF EDGE LINES
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
TRAFFIC DESIGN
SPECIAL MARKING AREAS
6heei No. Index No.
1 of 13 17346
ONE WAY
R6 -1L
ONE WAY
R6 -1R
LLI
RMc
O
BY:
.�
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STATE OF FLORIDA
PROFESSIONAL ENGINEER
NO. 38725
NOT VALID WITHOUT
SIGNATURE AND ORIGINAL RAISED SEAL
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easement 5' wide
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To Be Paid For
Limits Of Inlet Construction
To Be Paid For
As Curb An Guth
F.L. Of Gutter,
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As Curb & Gutter
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Extra
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Single
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Doubt
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INSTALL TYRE 5 INLET
TOP EL. 250.10
GRATE EL. 279.60
INV. EL. 275.00
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INSTALL 95' of 18"
E ®RE @ 0.5% SLOPE o
Water Tower Site °
INSTALL MES ® /
ONV =274.5 °
existing
INSTALL HC RAMPS w/ 666x24" box cu0vert
DETECTABLE WARNINGS invert =280 °63 °
PER INDEX 0304, (typ.) To Be Removed >
-IL- - tility Poie existin g E existing OHL � NHL 1 8"�6D
E 18 HbPE "
w
1 H N
0- O- nvexost`n :772_`Y172 .5 -InV -LOO- OL - a
a e °
concreTe a
ex. Swa a NEW 5 SIDEWALK flume ex. Swale i�� ► ex. Swale _� _ Z
Dv floor
71D C,77+
0 -11\0 0 -5 0)
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET
DRAINAGE IMPROVEMENTS
GENERAL NOTES
1. The finished grade and slope of the inlet tops are to conform with the finished crass
slope and grade of the proposed sidewalk and /or parkway.
2. When inlets are to be constructed on o curve refer to the plans to determine the radius
and, where necessary, modify the inlet details accordingly. Bend steel when necessary.
S. All reinforcing steel shall have t„ minimum cover unless otherwise shown. Inlet taps shall
be either cast- in-place or precast concrete.
4. Precasting of this inlet top will be permitted. Precast units shall conform to the dimensions
shown or in accordance with approved shop drawings. Request for shop drawing approval
shall be directed to the State Drainage Engineer.
5. Concrete meeting the requirements of A.S.T.M. C 478 (4,000 P.S.I.) may be used in lieu
of Class , concrete for precast units, manufactured in plants which are under the Standard
Operating Procedures for the inspection of precast drainage products.
6. The corner fillets shown for rectangular throats are necessary only when throats are to be
used in conjunction with circular inlet bottoms or when used on skew with rectangular
Inlet boxes.
7. For inlet bottoms see Index No. 200.
B. These inlet tops are designed for use with standard curb and gutter Type E and Type F.
Locate outside of pedestrian crosswalk where practical.
9. See Index 201 for supplemental details.
10. All steel used for frame and cover shall meet the requirements of ASTM A -36.
11. Either cast iron covers or steel covers may be used. Iron covers shall be Class No 30
castings in accordance with ASTM A -48.
12. When Alternate "G" Cover is specified in plans either the cost iron cover
and galvanized steel frame or the the galvanized steel cover and frame must
be used. Covers are to be grouted in accordance with the grouting detail
shown on sheet 2 of 2, in lieu of tack welding.
13. Inlet to be paid for under the contract unit price for Inlets (Curb) (Type ),
Each.
SKETCHS SHOWING FRAME SEAT AND THROAT RECESS
No. 5
® 5"
tars
TOP MODIFICATION FOR TYPE E CURB
CURB INLET TOPS
TYPES 5 & 6
2111 of 2
sessessel
TOP VIEW- SINGLE PIPE
T sotl Beveled or Round Corners
Lanalrvclian Jninla Permilfe
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TOP VIEW- SINGLE PIPE
An held
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SECTION
DIMENSIONS & QUANTITIES
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Far plpea 18•• And sman.r
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SIDE VIEW
END VIEW
1.SE,
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Golmna Far Tap Creeping:
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9'
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8.
h. 2 Diameter Drmea Hale.
1.31
Pipe
Carrels
C...Trueti- Lorry P-muted
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SECTION
DIMENSIONS & QUANTITIES
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CONCRETE (CU. Yds.)
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Triple
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Quad
Pipe
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1.56
1.86
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13
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11.95
983'
13'
200'
6.08
10.33
16.56'
18.83'
1.19
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1.23
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13.03'
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13.25'
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336
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6.11
15
18
21
26
54
7-8
3.39
17.69'
2888'
17.83'
21'
2.83'
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31.62
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3.56'
19.55'
23.1P
19.03'
23
3.o0'
9.a0'
17.58'
36.00
36.50'
1.50
3'
d'
2x8
6.3fi
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e 6.Iz' a 635' MITI... permitted to Dhow ua of 8' aianaartl pipe length,.
010.60' O 10.10' Dim ... tons P- reiiiea in allow a of 12' Hmd,ra Pipe length,.
e O Lon.rate glob anon be deepened to farm Ends, Dare,, am,, of pipe. See archon Gelow.
µ\in
q�,ag 1,"
3" pa x c.au Gowannadga'.. Dona
"cawannaa feu �cFa�AR
IT Hill Bali SIN Own: Either A�5
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TOP VIEW Moy Beaked. Only Hex Nul To Pipe Graf
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3d (Mln.)5� "R
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ENO VIEW SIDE VIEW
Tn, tea weld Inau be made when rho 1
fabricated local amt i, to Baer m or. Galva nom,
and repeated handling. iaa wag, a.o p.rmin.a z:° Bd be,
for local or Gab ¢n. per re, io.. Galvanizing Ra.
eve walaaa Una.. nor .eam.ea.
6
BOTTOM VIEW
FOR ALL SIZES OF SINGLE AND MULTIPLE DRAIN PIPE
FASTENER UNIT
IT, be onni8ea an trailing downstream
In do on find ea mnawaya.
T �r Nule (3 Req.
r
Lilol washer p Re h•
Ti6" FIT May 9e Subaflletl
AncM1On required far DUMP only.
AnoM1Or -her end Duty to be olvonird steel.
9
Bond o char here equiretl be pair ncr a
.lab. oe rel ¢uriaae¢ 1e be repaired rifer bendme.
Anchmm are in be so ... d a diamnce equal IN
a ry tear
(d) c 9aamna. Place the an,h,m in the nuasile
,rest of cn rvgation.
I, of waaber to be pmaea an ,nsid, well of Pipe.
Hole, in fee miferetl and pipe are to be grilled or
panmea: horning net permnaed.
ANCHOR DETAIL
MITERED END SECTION DETAIIL
N.T.S.
TOP VIEW
GRATE DETAIL
Gram D,nm
Ln W
IPE Size Size
CONCRETE CONCRETE p� ELLIPTICAL ELLIPTICAL CONCRETE �
Note'
s /0' x 3" bats are amnaard far
of grain foarenera zc e f when
P
m. contractor U...r aa.ia m the
m.
oared upper fact far one
orin pip,, which HI re multiple
or in pipe, which will require the
rauawmR dau langtm:
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(Era. A M- sa9.)8alr Leneth
2}°
6••
4 4"
d
14a be a,ad only when 9rmv are called far In the plane.
°111974 AASHTO Pipe Art. Si,,,.
1" of Bell L9a /1} Min.
Ifi+ �e d x Bolt Dec. Hi .
yPiPc spelt TGalf Diamer r
(vn,m,) m
Dow,e" Saeel Be,
(See Defall 91gM
Vases 2=ux 2.
A r Bolt Di a :fat u.. + + Sell Bar
d . tot Di varl.¢ d : Gulf Di,. opnan.1 snap. IT Or Bell Leng1F +1i' Mln.
ran9'ze of__ f-Ly (sin Ea, steel Oar
y Ea Dnfan Gignf) O
T- eu T
Shot n
1 11, )
At b, ,a. baud, nom and wa :nom are ra be gawaniz.a :is.1.
Bolt tli.mefera :hall he � for 15' 10 36" pipe and 3° for
d2" m 60° pipe. F.D.O.T. INDEX 273
Two .a n eam.r¢ required per joint located 6P right and left of
batmm a.. LEE of pipe.
Galt halos in pipe anell are to be drilled.
CONCRETE PIPE CONNECTOR DETAIL
RICK McCOY
STATE OF FLORIDA
PROFESSIONAL ENGINEER
NO. 38725
NOT VALID WITHOUT
SIGNATURE AND ORIGINAL RAISED SEAL
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15' -5'
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13' -1"
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Id' -6'
IS' -5°
Note'
s /0' x 3" bats are amnaard far
of grain foarenera zc e f when
P
m. contractor U...r aa.ia m the
m.
oared upper fact far one
orin pip,, which HI re multiple
or in pipe, which will require the
rauawmR dau langtm:
.-is Slze
(Era. A M- sa9.)8alr Leneth
2}°
6••
4 4"
d
14a be a,ad only when 9rmv are called far In the plane.
°111974 AASHTO Pipe Art. Si,,,.
1" of Bell L9a /1} Min.
Ifi+ �e d x Bolt Dec. Hi .
yPiPc spelt TGalf Diamer r
(vn,m,) m
Dow,e" Saeel Be,
(See Defall 91gM
Vases 2=ux 2.
A r Bolt Di a :fat u.. + + Sell Bar
d . tot Di varl.¢ d : Gulf Di,. opnan.1 snap. IT Or Bell Leng1F +1i' Mln.
ran9'ze of__ f-Ly (sin Ea, steel Oar
y Ea Dnfan Gignf) O
T- eu T
Shot n
1 11, )
At b, ,a. baud, nom and wa :nom are ra be gawaniz.a :is.1.
Bolt tli.mefera :hall he � for 15' 10 36" pipe and 3° for
d2" m 60° pipe. F.D.O.T. INDEX 273
Two .a n eam.r¢ required per joint located 6P right and left of
batmm a.. LEE of pipe.
Galt halos in pipe anell are to be drilled.
CONCRETE PIPE CONNECTOR DETAIL
RICK McCOY
STATE OF FLORIDA
PROFESSIONAL ENGINEER
NO. 38725
NOT VALID WITHOUT
SIGNATURE AND ORIGINAL RAISED SEAL
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s /0' x 3" bats are amnaard far
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P
m. contractor U...r aa.ia m the
m.
oared upper fact far one
orin pip,, which HI re multiple
or in pipe, which will require the
rauawmR dau langtm:
.-is Slze
(Era. A M- sa9.)8alr Leneth
2}°
6••
4 4"
d
14a be a,ad only when 9rmv are called far In the plane.
°111974 AASHTO Pipe Art. Si,,,.
1" of Bell L9a /1} Min.
Ifi+ �e d x Bolt Dec. Hi .
yPiPc spelt TGalf Diamer r
(vn,m,) m
Dow,e" Saeel Be,
(See Defall 91gM
Vases 2=ux 2.
A r Bolt Di a :fat u.. + + Sell Bar
d . tot Di varl.¢ d : Gulf Di,. opnan.1 snap. IT Or Bell Leng1F +1i' Mln.
ran9'ze of__ f-Ly (sin Ea, steel Oar
y Ea Dnfan Gignf) O
T- eu T
Shot n
1 11, )
At b, ,a. baud, nom and wa :nom are ra be gawaniz.a :is.1.
Bolt tli.mefera :hall he � for 15' 10 36" pipe and 3° for
d2" m 60° pipe. F.D.O.T. INDEX 273
Two .a n eam.r¢ required per joint located 6P right and left of
batmm a.. LEE of pipe.
Galt halos in pipe anell are to be drilled.
CONCRETE PIPE CONNECTOR DETAIL
RICK McCOY
STATE OF FLORIDA
PROFESSIONAL ENGINEER
NO. 38725
NOT VALID WITHOUT
SIGNATURE AND ORIGINAL RAISED SEAL
se
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co ~
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JOB NO.
13-018
DATE
July 2014
DES. BY: RMc
OWN. BY: RMc
CHK'D BY:
APP'D BY:
SHEET
5 OF 7
iN
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TOP ELEV. 271.94
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GENERAL PROJECT DATA
FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED X X X. ANY REVISIONS
THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWIING(S).
PRIOR TO THE COMMENCEMENT OF ANY WORK, A PRECONSTRUCTION MEETING WITH THE CITY OF CLERMONT IS
REQUIRED. THE CITY OF CLERMONT SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF MAJOR PHASES OF
CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST
NFORMATION AVAILABLE AND ARE GIVEN THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY
ARRANGEMENTS FOR ANY RELOCATIONS TO THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR
SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR
LOCATED BY THE UTILITY COMPANY. ALL UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL
BE RELOCATED BY THE RESPECTIVE UTILITY COMPANY AND THE CONTRACTOR SHALL COOPERATE WITH THEM
DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE
RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL
BE ALLOWED.
DRAINAGE SYSTEMS
MATERIAL
-LAYER NAMED LOT NUMBERS
THE CONTRACTOR SHALL PERFORM
ALL WORK PERTAINING TO DRAINAGE INCLUDING EXCAVATION OF W.R.A. PRIOR
TO THE COMMENCEMENT OF OTHER
WORK INCLUDED IN THESE PLANS.
THE DRAINAGE FACILITIES SHALL BE
MAINTAINED BY THE CONTRACTOR DURING
THE COURSE OF THIS
CONTRACT. THE CONTRACTOR SHALL INCLUDE
FUNDS IN THE DRAINAGE COSTS OF
THE CONTRACT TO OPERATE
AND MAINTAIN THE DRAINAGE SYSTEMS DURING
THE WORK PROCESS.
HYDRANTS
-LAYER NAMED REUSEWATER AND ALL APPROPRIATE FEATURES
THE UTILITIES ARE THE PROPERTY
OF THE FOLLOWING:
SHALL
WATER
POWER
POWER
CITY OF CLERMONT
PROGRESS ENERGY
SUMTER ELECTRIC
UTILITIES DEPARTMENT
P.O. BOX 120069
293 S. US HIGHWAY 301
685 WEST MONTROSE STREET
CLERMONT,
33585
FIT 71
(00) 477304712
(35 )ER57 5600
(352) 241 -7335
SEWER
CABLE
GAS
CITY OF CLERMONT
BRIGHT HOUSE NETWORKS
LAKE APOPKA NATURAL GAS DISTRICT
UTILITIES DEPARTMENT
1617 E HIGHWAY 50
576 W. MONTROSE STREET
685 WEST MONTROSE STREET
CLERMONT, FL 34711
CLERMONT, FL 34711
CLERMONT, FL 34711
(352) 394 -5541
(352) 394 -3480
352) 241 -7335
(800) 432 -4770
TELEPHONE
TELEPHONE
EMBARQ
AT &T
260 CITRUS TOWER BLVD.
1- 800- 222 -3000
DIP RATED FOR 250 PSI.
CLERMONT, FL 34711
(800) 672 -6242
ASBUILTS
THE ENGINEER SHALL DELIVER ASBUILT
DRAWING PLANS IN DWG
FORMAT IN AUTOCAD FILES VERSION 2000 TO
2010. STANDARD TRANSFER MEDIA
WILL BE ACCEPTED. THIS MEDIA
INCLUDES CD OR DVD. ALL ASBUILT DATA
SHALL BE PROVIDED BY A FLORIDA
LICENSED SURVEYOR, SIGNED,
SEALED AND DATED BY THE RESPONSIBLE
PARTY. SEE INDIVIDUAL SECTIONS (STORM,
WATER SYSTEM, ETC.)
FOR ADDITIONAL ASBUILT REQUIREMENTS.
THE ENGINEER SHALL DELIVER ONE SCANNED SET OF APPROVED ASBUILT DRAWING PLANS. THE SCANNED SETS
SHALL BE COMPLETE AND INCLUDE THE TITLE SHEET, PLAN /PROFILE SHEETS, CROSS- SECTIONS AND DETAILS.
EACH INDIVIDUAL SHEET CONTAINED IN THE PRINTED SET OF THE DRAWINGS SHALL BE INCLUDED IN THE
ELECTRONIC SUBMITTAL, WITH EACH SHEET BEING CONVERTED INTO AN INDIVIDUAL TIFF FORMAT. THE PLAN
SHEETS SHALL BE SCANNED IN TIFF FORMAT AT 400 DPI RESOLUTION TO MAINTAIN LEGIBILITY OF EACH
DRAWING. THEN, THE TIFF IMAGES SHALL BE EMBEDDED INTO A SINGLE PDT (ADOBE ACROBAT) FILE
REPRESENTING THE COMPLETE PLAN SET. THESE DRAWINGS WILL ASSIST IN THE PROCESS OF PERFORMING
QUALITY CONTROL AND QUALITY ASSURANCE ON THE ELECTRONIC SUBMITTAL SPECIFIED IN THIS DOCUMENT. THE
DRAWINGS WILL BE REVIEWED FOR FORMAT AND COMPLETENESS. SPECIFICALLY, THE FOLLOWING REQUIREMENTS
SHALL BE MET.
1. INCLUDE A LABEL ON THE MEDIA INDICATING PROJECT NAME AND NUMBER, CONSULTANT NAME, PROJECT
MANAGER AND TELEPHONE NUMBER, TYPE OF SUBMITTAL (APPROVED CONSTRUCTION PLANS OR ASBUILT
DRAWINGS), ONLY DRAWINGS RELEVANT TO THE PROJECT'S PHASE OF SUBMITTAL SHALL BE INCLUDED.
FOR EXAMPLE, DO NOT INCLUDE "BID SET" DRAWINGS IN A "ASBUILT DRAWING" SUBMITTAL. ALSO, DO
NOT INCLUDE DRAWINGS OR DOCUMENTS THAT WOULD NOT NORMALLY BE INCLUDED IN THE SET OF
PRINTED DRAWINGS, EXCEPT FOR BASE DRAWINGS OR DRAWINGS TO BE EXTERNALLY REFERENCED.
2.RECORD DRAWING DATA TO BE UPLOADED WILL INCLUDE ONLY NEW CONSTRUCTION AND CARE WILL BE
TAKEN TO EXCLUDE ANY "EXISTING" FACILITIES FROM THIS DATASET SO AS TO NOT DUPLICATE
INFORMATION IN THE GIS SYSTEM. EXISTING DATA CAN BE INCLUDED IN THE DRAWING BUT SHOULD
RESIDE ON SEPARATE LAYERS. IT IS RECOMMENDED THAT THE PREFIX "EX -" BE ADDED TO THE LAYERS
OF ALL EXISTING DATA
3. THE FOLLOWING ARE FILE FORMAT AND LAYER NAME STANDARDS:
a) A FOLDER SHALL BE CREATED WITH THE NAMED PROJECT AND PHASE NUMBER
b) A FILE NAMED COVERSHEET.DWG
c) FILE NAMED SITE _PLAN.DWG SHOWING ONLY THE FOLLOWING 5 LAYERS VISIBLE,
-LAYER NAMED LOTS
MATERIAL
-LAYER NAMED LOT NUMBERS
PATIO OF
-LAYER NAMED ADDRESSES
CONTAIN NO MUCK, STUMPS, ROOTS,
-LAYER NAMED ROW SHOWING ALL RIGHTS -OF -WAYS
OTHER
-LAYER NAMED ECK SHOWING ALL EDGE OF PAVEMENTS
WILL NOT COMPACT INTO A SUITABLE
d) A FILE NAMED MASTERUTI LITYP LAN. DWG WITH SITE_PLAN.DWG X -REF AND ONLY THE
FOLLOWING 3
LAYERS VISIBLE:
GRANULAR MATERIAL WITH NOT MORE
-LAYER NAMED WATERLINE SHOWING DIFFERENT PIPE SIZES, WATER METERS, AND
HYDRANTS
-LAYER NAMED REUSEWATER AND ALL APPROPRIATE FEATURES
1500
-LAYER NAMED SEWER AND ALL APPROPRIATE FEATURES
SHALL
e) FILE NAMED GRADING_DRAINAGE.DWG WITH SITE_PLAN.DWG X -REF AND ONLY THE FOLLOWING 2
LAYERS VISIBLE:
-LAYER NAMED STORMWATER AND ALL APPROPRIATE FEATURES
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-LAYER NAMED SPOTELEV SHOWING ALL SPOT ELEVATIONS
-ANY OTHER LAYERS PERTINENT TO THE GRADING AND DRAINAGE OF THE SITE
IF APPLICABLE A FILE NAMED OFF SITE UTILITIES.DWG
INCLUDE ANY OTHER FILES PERTINENT TO THE PROJECT (SURVEY, DETAILS, X -REFS
ETC.)
PERMITS AND PERMIT REQUIREMENTS
THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL REGULATORY AND LOCAL AGENCY PERMITS.
THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET
FORTH IN THE PERMITS. A COPY OF THE PERMIT SHALL BE KEPT ON THE JOB AT ALL TIMES.
LAYOUT AND CONTROL
UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL PROVIDE FOR THE LAYOUT OF ALL THE
WORK TO BE CONSTRUCTED. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE
OWNER OR OWNER'S SURVEYOR. ANY DISCREPENCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN
NFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
QUALITY CONTROL_ TESTING REQUIREMENTS
ALLTESTING RESULTS SHALL BE PROVIDED TO THE OWNER /OPERATOR, CITY OF CLERMONT, AND THE
ENGINEER. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE OWNER /OPERATOR'S
SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A
REGULAR AND IMMEDIATE BASIS. CONTRACTOR SHALL PROVIDE TESTING SERVICES THROUGH A FLORIDA
LICENSED GEOTECHNICAL ENGINEERING FIRM ACCEPTABLE TO THE OWNER AND THE ENGINEER. CONTRACTOR
TO SUBMIT TESTING FIRM TO OWNER FOR APPROVAL PRIOR TO COMMENCING TESTING.
SHOP DRAWINGS
SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE, WATER SYSTEM, SEWER SYSTEM, AND
PAVING SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR
CONSTRUCTION.
EARTHWORK
EARTHWORK QUANTITIES
THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY TO ASSURE
HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES, AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF
EXCESS MATERIALS.
EROSION CONTROL
EROSION AND SILTRATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO
COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A
REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS AS REQUIRED. REFER
TO WATER MANAGEMENT DISTRICT PERMIT FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL AND
SURFACE DRAINAGE. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH SOD WITHIN
CO DAYS OF COMPLETION OF CONSTRUCTION. OTHER MATERIALS SHALL BE REVIEW AND APPROVED BY CITY.
WETLAND PROTECTION
THE LIMITS OF THE ON -SITE WETLANDS HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE CONSTRUCTION
PLANS OR ON PERMIT MATERIALS. THE WETLANDS ARE TO BE PROTECTED FROM DISTURBANCE AT ALL
TIMES. CONTRACTOR SHALL PROVIDE EROSION, SILTATION, AND DIVERSION MEASURES PRIOR TO
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN A COPY OF EACH PERMIT RELATING TO
WETLANDS AND WATER MANAGEMENT AND ADHERE TO ALL PROVISIONS AND CONDITIONS THERETO.
LIMITS OF DISTURBANCE
AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING
PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF
DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN
IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO
EXTRA COMPENSATION SHALL BE PROVIDED. GRADING AND /OR CLEARING ON PROPERTIES OTHER THAN
SHOWN ON THE APPROVED PLANS IS PROHIBITED.
TREE REMOVAL
THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY
STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. NO TREES ON
THE CONSTRUCTION PLANS AS BEING SAVED SHALL BE REMOVED WITHOUT PERMISSION FROM THE OWNER,
ENGINEER AND THE CITY OF CLERMONT.
CLEARING AND GRUBBING
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION
INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND BUILDING CONSTRUCTION. ALL AREAS
TO BE CLEARED SHALL BE FIELD STAKED AND REVIEWED BY THE OWNER AND ENGINEER PRIOR TO ANY
CONSTRUCTION.
NO BURN PERMITS (INCLUDING THOSE FOR LAND CLEARING) WILL BE ISSUED IN THE CITY OF CLERMONT
WITHOUT PRIOR AUTHORIZATION FROM THE CITY MANAGER.
MATERIAL STORAGE /DEBRIS REMOVAL
1) NO COMBUSTIBLE BUILDING MATERIALS MAY BE ACCUMULATED ON THE SITE AND NO CONSTRUCTION
WORK INVOLVING COMBUSTIBLE MATERIALS MAY BEGIN UNTIL INSTALLATION OF ALL REQUIRED WATER MAINS
AND FIRE HYDRANTS HAVE BEEN COMPLETED, DER APPROVAL RECEIVED FOR THE WATER MAINS, AND THE
HYDRANTS ARE IN OPERATION. CONSTRUCTION WORK INVOLVING NON- COMBUSTIBLE MATERIALS, SUCH AS
CONCRETE, MASONARY AND STEEL MAY BEGIN PRIOR TO THE FIRE HYDRANTS BEING OPERATIONAL.
2) ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT
ON -SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO
USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE
SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL
MATERIALS.
FILL
MATERIAL
BE 12" OF STABILIZED SUBBASE WITH A LIMEROCK BEARING
PATIO OF
ALL MATERIALS SHALL
CONTAIN NO MUCK, STUMPS, ROOTS,
BRUSH, VEGATATIVE MATTER, RUBBISH OR
OTHER
MATERIAL THAT
WILL NOT COMPACT INTO A SUITABLE
AND ENDURING BACKFILL FILL SHALL BE
CLEAN.
NON- ORGANIC.
GRANULAR MATERIAL WITH NOT MORE
THAN 10% PASSING THE NO. 200 SIEVE.
COMPACTION
FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM
DENSITY AS SPECIFIED IN AASHTO T -180. ALL OTHER FILL AREAS ARE TO BE COMPACTED TO AT LEAST
95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T -180. FILL MATERIALS SHALL BE PLACED AND
COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER
WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND
REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL FOR THE AFFECTED WORK.
PAVEMENT AND /OR ROAD AND RIGHTOF —WAY WORK
ALL PRESSURE PIPE UNDER ROADWAY SHALL BE DIP EXTENDING 5' FROM EDGE OF PAVEMENT.
OWNER /OPERATOR
THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE ROADWAYS SHOWN ON THESE PLANS IS FDOT
LAKE COUNTY OR THE CITY OF CLERMONT. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE
REQUIREMENTS OF THAT ENTITY.
GENERAL DESIGN INTENT
ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY
IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY
TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS INGRADE, AND NO UNUSUALLY
STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND ENTRANCE AND EXIT GRADES TO
INTERSECTIONS WILL HAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES THAN THE CENTERLINE
GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. IN ADDITION, THE STANDARD CROWN WILL HAVE TO BE
CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY
MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTION TO
ACCOMPLISH THE INTENT OF THE PLANS.
MATERIALS /CONSTRUCTION SPECIFICATIONS
MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION 1991, OR LATEST EDITION.
PAVEMENT SECTION REQUIREMENTS
CONSTRUCTION OF ROADWAYS
SHALL
BE 12" OF STABILIZED SUBBASE WITH A LIMEROCK BEARING
PATIO OF
(LBR) 40 COMPACTED TO THE
MODIFIED
PROCTOR MAXIMUM DRY DENSITY OF 98% PER AASHTO
T -180, 5"
OF LIMEROCK BASE COURSE,
(LBR)
100, COMPACTED TO THE MODIFIED PROCTOR MAXIMUM DRY
DENSITY
OF 98% PER PASHTO T -180
AND 2°
TYPE 5 -111 OF RECYCLED ASPHALTIC CONCRETE SURFACE
COURSE
WITH A MINIMUM STABILITY OF
1500
LES. SUBGRADE PREPARATION AND PAVEMENT INSTALLATION
SHALL
CONFORM TO FDOT STANDARDS AND
SOILS REPORT RECOMMENDATIONS.
SIDEWALKS
SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREA AS SHOWN ON THE CONSTRUCTION PLANS. THE 5'
SIDEWALK SHALL BE CONSTRUCTED OF 4 INCHES OF CONCRETE WITH A 28 DAY COMPRESSION STRENGTH
OF 2500 PSI. JOINTS SHALL BE EITHER TOOLED OR SAWCUT AT A DISTANCE OF 5' LENGTHS, HANDICAPPED
RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE WITH STATE REGULATIONS FOR
HANDICAP ACCESSIBILITY.
PAVEMENT MARKINGS /SIGNAGE
PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AS SHOWN ON THE CONSTRUCTION PLANS AND
SHALL MEET THE REQUIREMENTS OF THE OWNER /OPERATOR. SIGNAGE SHALL BE IN CONFORMANCE WITH
MUTCD (LATEST EDITION). A 48 -HOUR PAVEMENT CURING TIME WILL BE PROVIDED PRIOR TO APPLICATION
OF THE PAVEMENT MARKINGS. REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH
FDOT INDEX NO. 17352.
TRAFFIC CONTROL
AN MOT PLAN SHALL BE SUBMITTED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK. A MINIMUM
OF 2 -WAY, ONE LANE TRAFFIC SHALL BE MAINTAINED IN THE WORK SITE AREA. ALL CONSTRUCTION
WARNING SIGNAGE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND BE MAINTAINED
THROUGHOUT CONSTRUCTION. ACCESS SHALL BE CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS
SURROUNDING THE WORK SITE AREA. LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK
EACH NIGHT DURING CONSTRUCTION.
CURBING
CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS
SHALL BE DEPARTMENT OF TRANSPORTATION CLASS °1" CONCRETE WITH A 28 DAY COMPRESSION STRENGTH
OF 2500 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT
INTERVALS NOT TO EXCEED 10' -0" ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE
WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1991) SECTION 520 AND
DETAILS PROVIDED ON THE CONSTRUCTION PLANS.
R/W RESTORATION
ALL AREAS WITHIN THE RIGHT -OF -WAYS SHALL BE FINISH GRADED WITH A SMOOTH TRANSITION INTO
EXISTING GROUND. ALL SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED
AREAS SHALL BE RAKED CLEAN OF ALL LIMEROCK AND ROCKS AND SODDED AFTER FINAL GRADING IN
ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING (SEED OR SOD)
SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER /OPERATOR.
SITE ACCESS
ALL ACCESS TO THE JOB SITE FOR CONSTRUCTION AND RELATED ACTIVITIES SHALL BE BY EXISTING
STREETS AND ROADS, OR BY THE CONSTRUCTION EASEMENT AS APPROVED BY THE CITY OF CLERMONT
POTABLE WATER /FIRE SYSTEMS
OWNER /OPERATOR
THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE WATER SYSTEM SHOWN ON THESE PLANS IS CITY
OF CLERMONT. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THAT ENTITY,
UNLESS OTHERWISE INDICATED ON PLANS.
LANDSCAPING
PROVIDE MINIMUM 5' SEPARATION FROM UTILITIES AND TREES WITH INVASIVE ROOT SYSTEMS.
PIPE MATERIALS
SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL CITY INFRASTRUCTURE TO BE CONSTRUCTED. WATER
SYSTEM SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL MEET CITY SPECIFICATIONS.
POLYVINYL CHLORIDE PLASTIC PIPE (PVC) 4" THROUGH 12" SHALL BE MANUFACTURED IN ACCORDANCE
WITH ANSI /AWWA C900 (LATEST EDITION) AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI
AND A DR (DIMENSION RATIO) OF 18. ALL PVC PIPE SHALL BEAR THE NSF LOGO FOR POTABLE WATER.
JOINTS SHALL BE OF THE PUSH -ON TYPE AND COUPLINGS CONFORMING TO ASTM D3139, DR15 PIPE.
DUCTILE IRON PIPE (DIP) SHALL BE STANDARD PRESSURE CLASS 350 IN SIZES 4" THROUGH 12" AND
CONFORM TO ANSI /AWWA C150/A21.50 (LATEST EDITION). ALL DUCTILE IRON PIPE SHALL HAVE A STANDARD
THICKNESS OF CEMENT MORTAR LINING AS SPECIFIED IN ANSI /AWWA C104/A21.4 (LATEST EDITION). PIPE
JOINTS SHALL BE OF THE PUSH -ON RUBBER GASKET TYPE CONFORMING TO ANSI /AWWA C111/A21.11
(LATEST EDITION).
ALL PRESSURE PIPE UNDER ROADWAY SHALL BE DIP EXTENDING 5' FROM EDGE OF PAVEMENT.
3" METALLIC LOCATOR TAPE WITH LOCATOR WIRE SHALL BE INSTALLED ON ALL WATER MAINS PER DETAIL.
PIPE MATERIALS CANT.
PIPE SIZES GREATER THAN 12" BE SEPARATELY SPECIFIED ON THE PLANS; WITH THICKNESS CLASSES TO
BE SHOWN BASED ON WORKING PRESSURES, PIPE DEPTH AND TRENCH CONDITIONS. FITTINGS FOR DUCTILE
IRON PIPE AND PVC C -900 PIPE SHALL BE DUCTILE IRON AND SHALL CONFORM TO ANSI /AWWA
C153/A21.10 (LATEST EDITION) AND SHALL BE CEMENT LINED IN CONFORMANCE WITH ANSI /AWWA
C104/A21.4 (LATEST EDITION).
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GATE VALVES SHALL BE RESILIENT SEAT AND SHALL CONFORM TO ANSI /AWWA C509.87 WITH HANDWHEEL
OR WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED (OPERATION NUT TO BE
WITHIN 3 FEET OF FINISH GRADE). MANUFACTURER'S CERTIFICATION OF THE VALVES COMPLIANCE WITH
AWWA SPECIFICATION C509 AND TESTS LISTED THEREIN WILL BE REQUIRED. SEE CITY OF CLERMONT
APPROVED PRODUCT LIST.
POTABLE WATER AND REUSE VALVES
ANY VALVE USED IN A POTABLE WATER OR REUSE WATER APPLICATION THAT IS 4" OR LARGER
MUST BE A RESILIANT SEAT AND CONFORM TO ALL AWWA SPECIFICATIONS.
AIR RELEASE VALVES
AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO PERMIT ESCAPE
OF TRAPPED AIR. THE VALVE SIZE, LOCATION AND METHOD OF INSTALLATION SHALL BE INDICATED ON THE
DRAWINGS OR AS DIRECTED BY THE ENGINEER. SEE CITY OF CLERMONT APPROVED PRODUCTS LIST.
VALVE BOXES
VALVE BOXES ON BURIED POTABLE WATER MAINS SHALL BE ADJUSTABLE, CAST IRON CONSTRUCTION, WITH
MINIMUM INTERIOR DIAMETER OF 5" WITH COVERS CAST WITH THE INSCRIPTION IN LEGIBLE LETTERING ON
TOP: WATER. BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE, AND
SHALL BE MANUFACTURED BY MUELLER COMPANY, MODEL 10364, OR APPROVED EQUAL. VALVE BOX PADS
SHALL BE 24 "x24 °x4° THICK CONCRETE WITH #4 REINFORCING BARS. PAD TO BE SET AT FINISHED GRADE
WITH RECESSED DETECTOR WIRE CONDUIT PORT PER DETAIL. REUSE MAINS TO HAVE SQUARE TOP VALVE
BOXES,
WATER SERVICES
UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER
METERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE THROUGH THE CURB STOP AND SET METER
BOXES TO FINISHED GRADE AS SHOWN ON THE WATER SYSTEM DETAIL SHEET. POLYETHYLENE (PE)
PRESSURE PIPE FOR WATER SERVICES 112" THROUGH 3" SHALL CONFORM TO AWWA C901.88, MIN. 200
PSI, CTS 5100 (DR -9) ASTM D -2737, 200 PSI. THE SERVICE SHALL BE COMPLETE THROUGH THE CURB
STOP AS SHOWN ON THE DETAIL SHEET AND SHALL BE OF THE TYPE REQUIRED FOR COMPATIBILITY WITH
THE SERVICE LINES SPECIFIED, UTILITY COMPANY SHALL PROVIDE AND INSTALL IRRIGATION METERS. WHERE
RECLAIM SERVICE IS NOT PROVIDED, CONTRACTOR SHALL CONSTRUCT IRRIGATION SERVICE THROUGH THE
CURB STOP AND SET NEW BOXES TO FINISHED GRADE AS SHOWN ON THE WATER SYSTEM DETAIL SHEET.
SEE CITY OF CLERMONT APPROVED PRODUCT LIST.
WATER SERVICES 2.5" AND LARGER
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING A NEPTUNE R450 METER WITH
E -CODER REGISTER, 12795 - 22051227 NEPTUNE R450 WALL MIU (CLERMONT SPECIAL) AND 12596 -002
NEPTUNE WALL MIU ADAPTOR F /PIT STYLE REGISTER. THE ASSEMBLY SHALL BE ABOVE GROUND STYLE
WITH BYPASS SET UP FOR METER TESTING. A STRAINER SHALL BE INSTALLED PRIOR TO THE METER AND
AND SHALL BE FROM THE SAME MANUFACTURER AS THE WATER METER. INCLUDE SPOOL PIECES SO THE
DIAMETER UPSTREAM AND 1CX THE DIAMETER DOWNSTREAM MINIMUM LENGTH. ISOLATION VALVES SHALL BE
INSTALLED PRIOR TO THE METER AND ANOTHER ONE PAST THE METER TEST PORT AND BEFORE THE
THE DOWNSTREAM BYPASS CONNECTION. BYPASS PIPING SHALL HAVE A LOCKABLE ISOLATION VALVE
UNLESS IT IS UNDERGROUND.
MATERIALS AS REQUIRED BY THE CITY OF CLERMONT
THE CONTRACTOR SHALL CUT A °W" IN THE CURB TOP AT EACH WATER SERVICE AND A "V' AT ALL VALVE
LOCATIONS. CUT W'S AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. SEE WATER SYSTEM DETAILS FOR
OTHER SERVICE LOCATION AND MARKING REQUIREMENTS.
PIPE INSTALLATION
PIPE INSTALLATION OF PVC WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM D2774 (LATEST EDITION).
INSTALLATION OF DUCTILE IRON PIPE WATER MAIN SHALL BE IN CONFORMANCE WITH AWWA C600.87.
COMPACTED BACKFILL SHALL BE TO 98% MAXIMUM DENSITY AS DETERMINED BY PASHTO T -180 UNDER
ALL PAVEMENTS WITH 12" MAXIMUM LIFT THICKNESS. OTHER COMPACTION OF BACKFILL SHALL BE TO 95%
MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180 WITH 12" MAXIMUM LIFT THICKNESS. SEE PIPE
TRENCHING DETAILS.
MINIMUM COVER OVER ALL PIPE SHALL BE CC FROM TOP OF PIPE TO FINISHED GRADE. SEE PLAN AND
PROFILE SHEETS FOR REQUIRED DEPTH.
WATER MAINS ARE TO BE INSTALLED SO AS TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 12" OR A
MINIMUM HORIZONTAL CLEARANCE OF 10' FROM ALL OTHER UTILITIES. IF THE MINIMUM CLEARANCE CAN
NOT BE ACHIEVED, THEN DUCTILE IRON WATER MAIN SHALL BE SPECIFIED 10 FEET EITHER SIDE OF THE
CROSSING. HORIZONTAL AND VERTICAL MINIMUM SEPARATION DISTANCE REQUIREMENTS BETWEEN WATER
MAIN AND ALL OTHER UTILITIES SHALL COMPLY WITH 62-555,314 1 3 4 AND 5 FAC.
ALL WATER MAINS SHALL BE INSTALLED WITH RESTRAINED JOINT FITTINGS. NO CONCRETE THRUST BLOCKS
TO BE USED.
ALL PLUGS CAPS TEES BENDS FIRE HYDRANTS VALVES ETC. SHALL BE PROVIDED WITH MEGALUG PIPE
RESTRAINTS. FOR RESTRAINT CONSTRUCTION SPECIFICATIONS, REFER TO THE WATER SYSTEM DETAILS.
ALL VALVES TO BE RESTRAINED AS DEAD ENDS IN BOTH DIRECTIONS.
GENERAL NOTES AND DETAILS
9 191SE2013
SIGNATURE AND SEAL
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POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL CONFORM TO THE
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REQUIREMENTS OF ANSI /ASTM D1248. THE MINIMUM NOMINAL THICKNESS SHALL BE 0.008 IN. (8 MILS).
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INSTALLATION OF POLY WRAP SHALL BE IN ACCORDANCE WITH AWWA C105. TRANSMISSION MAIN SHALL BE
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DIP RATED FOR 250 PSI.
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GATE VALVES SHALL BE RESILIENT SEAT AND SHALL CONFORM TO ANSI /AWWA C509.87 WITH HANDWHEEL
OR WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED (OPERATION NUT TO BE
WITHIN 3 FEET OF FINISH GRADE). MANUFACTURER'S CERTIFICATION OF THE VALVES COMPLIANCE WITH
AWWA SPECIFICATION C509 AND TESTS LISTED THEREIN WILL BE REQUIRED. SEE CITY OF CLERMONT
APPROVED PRODUCT LIST.
POTABLE WATER AND REUSE VALVES
ANY VALVE USED IN A POTABLE WATER OR REUSE WATER APPLICATION THAT IS 4" OR LARGER
MUST BE A RESILIANT SEAT AND CONFORM TO ALL AWWA SPECIFICATIONS.
AIR RELEASE VALVES
AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO PERMIT ESCAPE
OF TRAPPED AIR. THE VALVE SIZE, LOCATION AND METHOD OF INSTALLATION SHALL BE INDICATED ON THE
DRAWINGS OR AS DIRECTED BY THE ENGINEER. SEE CITY OF CLERMONT APPROVED PRODUCTS LIST.
VALVE BOXES
VALVE BOXES ON BURIED POTABLE WATER MAINS SHALL BE ADJUSTABLE, CAST IRON CONSTRUCTION, WITH
MINIMUM INTERIOR DIAMETER OF 5" WITH COVERS CAST WITH THE INSCRIPTION IN LEGIBLE LETTERING ON
TOP: WATER. BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE, AND
SHALL BE MANUFACTURED BY MUELLER COMPANY, MODEL 10364, OR APPROVED EQUAL. VALVE BOX PADS
SHALL BE 24 "x24 °x4° THICK CONCRETE WITH #4 REINFORCING BARS. PAD TO BE SET AT FINISHED GRADE
WITH RECESSED DETECTOR WIRE CONDUIT PORT PER DETAIL. REUSE MAINS TO HAVE SQUARE TOP VALVE
BOXES,
WATER SERVICES
UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER
METERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE THROUGH THE CURB STOP AND SET METER
BOXES TO FINISHED GRADE AS SHOWN ON THE WATER SYSTEM DETAIL SHEET. POLYETHYLENE (PE)
PRESSURE PIPE FOR WATER SERVICES 112" THROUGH 3" SHALL CONFORM TO AWWA C901.88, MIN. 200
PSI, CTS 5100 (DR -9) ASTM D -2737, 200 PSI. THE SERVICE SHALL BE COMPLETE THROUGH THE CURB
STOP AS SHOWN ON THE DETAIL SHEET AND SHALL BE OF THE TYPE REQUIRED FOR COMPATIBILITY WITH
THE SERVICE LINES SPECIFIED, UTILITY COMPANY SHALL PROVIDE AND INSTALL IRRIGATION METERS. WHERE
RECLAIM SERVICE IS NOT PROVIDED, CONTRACTOR SHALL CONSTRUCT IRRIGATION SERVICE THROUGH THE
CURB STOP AND SET NEW BOXES TO FINISHED GRADE AS SHOWN ON THE WATER SYSTEM DETAIL SHEET.
SEE CITY OF CLERMONT APPROVED PRODUCT LIST.
WATER SERVICES 2.5" AND LARGER
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING A NEPTUNE R450 METER WITH
E -CODER REGISTER, 12795 - 22051227 NEPTUNE R450 WALL MIU (CLERMONT SPECIAL) AND 12596 -002
NEPTUNE WALL MIU ADAPTOR F /PIT STYLE REGISTER. THE ASSEMBLY SHALL BE ABOVE GROUND STYLE
WITH BYPASS SET UP FOR METER TESTING. A STRAINER SHALL BE INSTALLED PRIOR TO THE METER AND
AND SHALL BE FROM THE SAME MANUFACTURER AS THE WATER METER. INCLUDE SPOOL PIECES SO THE
DIAMETER UPSTREAM AND 1CX THE DIAMETER DOWNSTREAM MINIMUM LENGTH. ISOLATION VALVES SHALL BE
INSTALLED PRIOR TO THE METER AND ANOTHER ONE PAST THE METER TEST PORT AND BEFORE THE
THE DOWNSTREAM BYPASS CONNECTION. BYPASS PIPING SHALL HAVE A LOCKABLE ISOLATION VALVE
UNLESS IT IS UNDERGROUND.
MATERIALS AS REQUIRED BY THE CITY OF CLERMONT
THE CONTRACTOR SHALL CUT A °W" IN THE CURB TOP AT EACH WATER SERVICE AND A "V' AT ALL VALVE
LOCATIONS. CUT W'S AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. SEE WATER SYSTEM DETAILS FOR
OTHER SERVICE LOCATION AND MARKING REQUIREMENTS.
PIPE INSTALLATION
PIPE INSTALLATION OF PVC WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM D2774 (LATEST EDITION).
INSTALLATION OF DUCTILE IRON PIPE WATER MAIN SHALL BE IN CONFORMANCE WITH AWWA C600.87.
COMPACTED BACKFILL SHALL BE TO 98% MAXIMUM DENSITY AS DETERMINED BY PASHTO T -180 UNDER
ALL PAVEMENTS WITH 12" MAXIMUM LIFT THICKNESS. OTHER COMPACTION OF BACKFILL SHALL BE TO 95%
MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180 WITH 12" MAXIMUM LIFT THICKNESS. SEE PIPE
TRENCHING DETAILS.
MINIMUM COVER OVER ALL PIPE SHALL BE CC FROM TOP OF PIPE TO FINISHED GRADE. SEE PLAN AND
PROFILE SHEETS FOR REQUIRED DEPTH.
WATER MAINS ARE TO BE INSTALLED SO AS TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 12" OR A
MINIMUM HORIZONTAL CLEARANCE OF 10' FROM ALL OTHER UTILITIES. IF THE MINIMUM CLEARANCE CAN
NOT BE ACHIEVED, THEN DUCTILE IRON WATER MAIN SHALL BE SPECIFIED 10 FEET EITHER SIDE OF THE
CROSSING. HORIZONTAL AND VERTICAL MINIMUM SEPARATION DISTANCE REQUIREMENTS BETWEEN WATER
MAIN AND ALL OTHER UTILITIES SHALL COMPLY WITH 62-555,314 1 3 4 AND 5 FAC.
ALL WATER MAINS SHALL BE INSTALLED WITH RESTRAINED JOINT FITTINGS. NO CONCRETE THRUST BLOCKS
TO BE USED.
ALL PLUGS CAPS TEES BENDS FIRE HYDRANTS VALVES ETC. SHALL BE PROVIDED WITH MEGALUG PIPE
RESTRAINTS. FOR RESTRAINT CONSTRUCTION SPECIFICATIONS, REFER TO THE WATER SYSTEM DETAILS.
ALL VALVES TO BE RESTRAINED AS DEAD ENDS IN BOTH DIRECTIONS.
GENERAL NOTES AND DETAILS
9 191SE2013
SIGNATURE AND SEAL
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PIPE IDENTIEICATION
3° METALLIC LOCATOR TAPE SHALL BE BURIED IN THE WATER MAIN TRENCH 18" DIRECTLY ABOVE THE WATER
MAIN. A CONTINUOUS COPPER DETECTOR WIRE SHALL BE ATTACHED AS SHOWN ON THE WATER DETAIL SHEET.
WIRE CONNECTIONS (SPLICES) SHALL BE DONE WITH WIRE NUT AND GREASE FILLED PROTECTIVE CAP.
ALL PIPE AND PIPE FITTINGS SHALL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUB- PARAGRAPH
62- 555.320(21)(b)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE SHALL
BE SOLID -WALL BLUE PIPE, SHALL HAVE A CO- EXTRUDED BLUE EXTERNAL SKIN OR SHALL BE WHITE OR
BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND
METAL OR CONCRETE PIPE SHALL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING
MANUFACTURING OF THE PIPE SHALL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE
PIPE, THAT ARE LOCATED AT NO GREATER THAN 90- DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL
REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE
DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT SHALL BE APPLIED IN A CONTINUOUS LINE THAT
RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE
WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS
LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVE GROUND PIPE
SHALL BE PAINTED BLUE OR SHALL BE COLOR CODED OR MARKED LINE UNDERGROUND PIPE.) RHINO TRIVIEW
FLEXMARKING POST SHALL BE PLACED ON ALL TRANSMISSION MAINS AT 500 FEET.
DISINFECTION AND TESTING
ALL PIPE SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651.86.
PVC WATER MAINS SHALL BE INSTALLED; PRESSURE AND LEAK TESTED IN ACCORDANCE WITH AWWA C605 AND
DUCTILE IRON WATER MAINS IN ACCORDANCE WITH AWWA C600, [62- 555.320(21)(B) 1 AND 62- 555.330,
F.A.C]. ALL INSTALLATION, TESTING AND FIELD PROCEDURES MUST BE PROVIDED AND MUST CONFORM TO THE
APPLICABLE AWWA STANDARDS.
THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER,
WATER METERS, PRESSURE GAUGES AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL
HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL CONTACT THE ENGINEER, OWNER /OPERATOR AND
CITY IN WRITTEN FORM, FORTY EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR
SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION.
THE WATER SYSTEM SHALL BE SOAK TESTED 24 HOURS @150 PSI AND TESTED FOR LEAKAGE AT 150 PSI
FOR TWO (2) HOURS, WITH ALLOWABLE LEAKAGE IN ACCORDANCE WITH ABOVE STANDARDS.
CONTRACTOR SHALL OBTAIN A COPY OF THE FDEP WATER SYSTEM PERMIT AND PULL BACTERIOLOGICAL TEST
SAMPLES FROM THE SAMPLE POINTS SPECIFIED IN THAT PERMIT. CONTINUITY TEST SHALL BE PERFORMED ON
WIRE BY CONTRACTOR.
CONNECTIONS TO EXISTING WATER MAINS
PRIOR TO THE CONNECTION TO ANY EXISTING MAIN, THE PROPOSED WATER MAIN SHALL BE DISINFECTED,
HAVE ENGINEER APPROVED PRESSURE TESTING AND HAVE FDEP CLEARANCE. REFER TO FDEP PERMIT FOR
ANY ADDITIONAL REQUIREMENTS.
ASBUILT DRAWINGS
THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "ASBUILT" INFORMATION RELATIVE TO ALL
CONSTRUCTED UTILITIES AND STRUCTURES. THREE SETS SHALL BE PROVIDED FOR REVIEW. ONCE APPROVED
BY THE UTILITY, ONE REPRODUCIBLE SET SHALL BE PROVIDED.
AS -BUILT INFORMATION FOR THE WATER SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:
1. LOCATION OF ALL VALVES, FITTINGS, HYDRANTS AND SERVICES - HORIZONTAL AND VERTICAL.
2. LOCATION OF THE WATER MAIN TIED WITH COORDINATES FOR THE SUBDIVISION.
Z. CERTIFICATION AS TO THE SYSTEM MEETING THE MINIMUM COVER REQUIREMENTS.
4. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE APPROVED
ENGINEERING PLANS.
5. UTILITY LOCATES ON SYSTEMS INSTALLED UNDER THIS CONTRACT SHALL REMAIN THE RESPONSIBILITY OF
THE CONTRACTOR /DEVELOPER UNTIL ASBUILT DRAWINGS ARE REVIEWED AND APPROVED BY THE UTILITY.
SANITARY SEWER NOTES
1. ALL PRESSURE PIPE UNDER ROADWAY SHALL BE DIP EXTENDING 5' FROM EDGE OF PAVEMENT.
MAINS AND MANHOLES
1. ALL GRAVITY SANITARY SEWER MAINS, LATERALS, AND APPURTENANCES SHALL BE CONSTRUCTED OF
SDR26 PVC PIPE MEETING ASTM 3034, AND SHALL HAVE A MINIMUM COVER OF THREE (3) FEET.
2. WHERE REQUIRED, MAINS SHALL BE CLASS 150 DUCTILE IRON PIPE DIP MEETING AWWA C150 AND C151.
Q (DIP)
MAINS SHALL BE 60 MIL EPDXY COATED WITH POLYETHYLENE WRAP CONFORMING TO AWWA C105.
1 ALL PVC PIPE SHALL BEAR THE NSF -DW SEAL.
4. JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM
D3212 AND ASTM F477. APPLICABLE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI -B -7.
5. ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE WITH A MINIMUM WALL THICKNESS OF FIVE (5)
INCHES FOR INSIDE DIAMETER OF FOUR (4) FEET.
6. MANHOLES SHALL MEET ASTM C -478. RING AND COVER SHALL BE TRAFFIC BEARING H-20 �0 CLASS 30
MEETING ASTM A -48.
7. INTERIOR AND EXTERIOR WALLS OF ALL MANHOLES SHALL HAVE A MINIMUM OF TWO (2) 8 MIL COATS OF
AN APPROVED PROTECTIVE COAL TAR EPDXY.
8. ALL MAINS NOT LOCATED UNDER PAVEMENT SHALL BE MARKED BY A 3° METALLIC LOCATOR TAPE AND
TRACER WIRE 18" ABOVE THE CENTERLINE OF PIPE. DROP MANHOLE IF INVERT DIFFERENCE IS GREATER THAN
OR EQUAL TO TWO (2) FEET. 3" METALLIC LOCATOR TAPE SHALL BE BURIED IN THE WATER MAIN TRENCH
18" DIRECTLY ABOVE THE WATER MAIN. A CONTINUOUS COPPER DETECTOR WIRE SHALL BE ATTACHED AS
SHOWN ON THE WATER DETAIL SHEET.
9. LINING IS REQUIRED OF ALL MANHOLES WITH AN INCOMING SLOPE GREATER THAN 5 %. ANY MANHOLE
WITH FORCE MAIN TIE IN MUST BE LINED. SEE CITY OF CLERMONT APPROVED PRODUCT LIST.
10. NO DROP SHALL BE GREATER THAN 15 FEET.
LATERALS
1. ALL SERVICE LATERALS AND FITTINGS SHALL BE A MINIMUM OF 6" IN DIAMETER.
2. ALL LATERALS SHALL TERMINATE WITH A 4" CLEAN -OUT AT THE PROPERTY LINE, AND AT A DEPTH TO
FINAL GRADE OF 3 FEET. SEE DETAILS FOR LOCATION.
Z. THE END OF EACH SERVICE CONNECTION SHALL BE MARKED WITH A 2 %2 %2" ABOVE GRADE WOODEN
STAKE OR APPROVED MARKER AND CURB MARKED WITH A '5'.
FORCEMAINS
1. FORCEMAINS SHALL BE CLASS 350 EPDXY 401 LINED DIP. DIP PIPE SHALL HAVE INTEGRAL BELL PUSH
ON TYPE JOINTS CONFORMING TO ASTM D3139.
2. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON WITH 250 PSI MINIMUM PRESSURE RATING.
SUITABLE COUPLINGS COMPLYING WITH ASTM SPECIFICATIONS ARE REQUIRED FOR JOINING DISSIMILAR
MATERIALS.
3. 3 ' METALLIC LOCATOR TAPE SHALL BE BURIED IN THE WATER MAIN TRENCH 18'' DIRECTLY ABOVE THE
WATER MAIN. A CONTINUOUS COPPER DETECTOR WIRE SHALL BE ATTACHED AS SHOWN ON THE WATER
DETAIL SHEET.
4. ALL MAINS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET.
5. ALL CONNECTIONS TO EXISTING SEWER FORCEMAINS SHALL BE ACCOMPLISHED WITH A WET TAP AND
RESTRAINTS.
6. PROVIDE JOINT RESTRAINT AS SHOWN ON THE WATER DETAIL SHEET.
7. AIR RELEASE AND VACUUM VALVE PRODUCTS SHALL ADHERE TO CITY OF CLERMONT APPROVED PRODUCT
T ST.
TESTING
1. SEWAGE COLLECTION SYSTEM
A. ALL GRAVITY SEWER MAINS REQUIRE LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE LATEST
UNI -BELL STANDARD FOR LOW PRESSURE AIR TESTS. AIR TESTS, AS A MINIMUM, SHALL CONFORM TO
THE TEST PROCEEDURES DESRIBED IN ASTM SPECIFICATIONS, ASTM F1417 FOR PLASTIC PIPE.
B. ALL SEWER MAINS AND LATERALS SHALL BE VIDEO INSPECTED BY A CITY APPROVED VENDOR.
C. ALL MANHOLES SHALL BE INSPECTED FOR INFILTRATION, ALIGNMENT, FLOW CHANNEL CONSTRUCTION
AND COAL TAR EPDXY PAINT THROUGHOUT.
D. HYDRO- STATIC TESTS CONSISTING OF A HYDROSTATIC PRESSURE TEST AND HYDROSTATIC LEAKAGE
TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED SEWER FORCE MAIN SYSTEM PRESSURE PIPES
AND APPURTENANCES IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. THE PRESSURE
SHALL BE 150 PSI FOR TWO (2) HOURS.
E. DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE. TESTS SHALL BE PERFORMED WITHOUT
MECHANICAL PULLING DEVICES.
TEMPORARY JUMPER CONNECTION NOTES
A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER
MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. THE DETAIL PROVIDED IS TO BE USED FOR FILLING
ANY NEW WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW
MAINS UP TO 8" DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR TAKING BACTERIOLOGICAL SAMPLES FROM
ANY NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING,
FLUSHING, TESTING AND DISINFECTING OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND
CLEARANCE FOR USE HAS BEEN OBTAINED FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
(FREE) AND OTHER PERTINENT AGENCIES HAS BEEN RECEIVED BY THE CITY OF CLERMONT. THIS JUMPER
CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM LEVEL OF DISINFECTION AND UNTIL THE FDEP
CLEARANCE LETTER IS OBTAINED AND THE LINES ARE PLACED INTO SERVICE.
ADEQUATE RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED.
PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED
PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION. THE TAPPING SLEEVE AND THE
EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION II
OF AWWA C651 -92.
FLUSHING OF ALL WATER MAINS SAHLL BE DONE THROUGH THE TIE -IN VALVE UNDER CONTROLLED
CONDITIONS BY THE CITY ONLY. FULL BORE FLUSH IS REQUIRED. THE FOLLOWING PROCEEDURES SHALL BE
FOLLOWED:
A. THE TIE -IN VALVES SHALL BE OPERATED ONLY BY THE CITY AND PRESSURE TESTED IN THE PRESENCE
OF THE CITY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE -IN. VALVES WHICH ARE NOT
WATERTIGHT SHALL BE REPLACED OR A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING
VALVE.
B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION
SHALL BE USED TO FILL THE NEW WATER MAIN, FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF
THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT AND FOR MAINTAINING CHLORINE RESIDUALS IN THE
MAINS.
1. FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAIN.
2. ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO THE CITY OPENING THE
TIE -IN VALVE.
3. PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE -IN POINT. THE PRESSURE IN THE EXISTING
MAIN MUST NOT DROP BELOW 35 PSI.
4. TIE -IN VALVE SHALL BE OPENED BY THE CITY A FEW TURNS ONLY, ENSURING A PRESSURE DROP
ACROSS THE VALVE IS ALWAYS GREATER THAN 10 PSI.
C. THE TIE -IN VALVE SHALL BE LOCKED CLOSED BY THE CITY UNTIL THE FLUSHING BEGINS
D. THE TIE -IN VALVE SHALL BE OPENED ONLY BY THE CITY FOR FLUSHING OF THE NEW MAIN. THE
PROCEEDURE SHALL BE DONE BY THE
CITY AND OBSERVED BY THE ENGINEER.
E. AFTER FLUSHING, THE TIE -IN VALVE
SHALL BE CLOSED AND LOCKED IN THE CLOSE POSITION BY THE
CITY. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION DEMONSTRATING THAT THE RPZ BACK FLOW
PREVENTION DEVICE HAS BEEN TESTED
WITHIN ONE YEAR AT THE TIME OF INSTALLATION, AND IS IN GOOD
WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST SHALL BE PERFORMED BY A CERTIFIED BACK
FLOW PREVENTION TECHNICIAN AS APPROVED
BY THE CITY OF CLERMONT CROSS- CONNECTION CONTROL
PROGRAM, A CERTIFICATE IS REQUIRED
BY THE CITY.
EXCEPT AS REQUIRED TO FLUSH LINES
TIE -IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE
CLOSE POSITION BY THE CITY. THE TIE -IN
VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM
HAS BEEN CLEARED FOR USE BY FDEP
AND ALL OTHER AGENCIES. UPON RECEIPT OF CLEARANCE FOR USE
FROM FDEP AND ALL OTHER AGENCIES,
THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER
CONNECTION. THE CORPORATION STOPS
ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS PLUGS. THERE BE
NO LEAKAGE.
Cd
ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACK FLOW
PREVENTION DEVICE FITTINGS, VALVES ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
WATER METERS SHALL BE PAID FOR AT THE CITY HALL AND SHALL BE DELIVERED TO THE JOB SITE BY THE
UTILITIES DEPARTMENT.
FIRE HYDRANTS
FIRE HYDRANTS SHALL CONFORM TO THE LATEST EDITION OF AWWA C502.85 AND SHALL BE FURNISHED
COMPLETE WITH WRENCH AND OTHER APPURTENANCES. MANUFACTURER'S CERTIFICATION OF COMPLIANCE
WITH AWWA C502 AND TESTS LISTED THEREIN WILL BE REQUIRED. ALL HYDRANTS SHALL BE BREAKAWAY
TYPE, WITH THE BREAKAWAY SECTION LOCATED SLIGHTLY ABOVE THE FINISH GROUND LINE. HYDRANTS SHALL
CONTAIN TWO, TWO AND ONE -HALF INCH (2 -1/2 ") HOSE CONNECTIONS, AND ONE, FOUR AND ONE -HALF
NCH (4 -1/2 ") STEAMER CONNECTION WITH NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS, FIVE
AND ONE- QUARTER INCH (5 -1/4 ") VALVE OPENING, SIX INCH (6 ") DIAMETER MECHANICAL JOINT INLET, ONE
AND ONE -HALF INCH (1 -1/2 ") PENTAGON OPERATING NUT. SHALL OPEN COUNTERCLOCKWISE. HYDRANT
MUST BE PAINTED AT FACTORY BY THE MANUFACTURER AND SHALL BE PAINTED IN CONFORMANCE WITH CITY
OF CLERMONT REQUIREMENTS (COLORS BASED ON DELIVERED FIRE FLOW). HYDRANTS SHALL BE MUELLER
CENTRON (TRAFFIC MODEL A -423) NO SUBSTITUTE. FIRE HYDRANTS TO BE THE BREAK AWAY TYPE WITH A
CAST IRON DUCTILE IRON MECHANICAL JOINT HYDRANT TEE, WITH RESILIENT SEAT AND MECHANICAL JOINT
GATE VALVE.
EIRE HYDRANTS CONT
1. BLUE PAVEMENT REFLECTORS SHALL BE PLACED IN THE CENTERLINE OF THE DRIVING LANE CLOSEST TO
AND DIRECTLY IN FRONT OF EACH FIRE HYDRANT.
2. A POST- CONSTRUCTION FIRE FLOW TEST SHALL BE CONDUCTED. HYDRANTS SHALL DELIVER THE REQUIRED
GPM PER THE CITY OF CLERMONT LAND DEVELOPMENT REGULATIONS WITH A RESIDUAL PRESSURE OF 20 PSI.
CONTRACTOR SHALL NOTIFY CITY OF CLERMONT ENGINEERING DEPARTMENT WHEN HYDRANTS ARE READY TO
BE FLOW TESTED. FOR FIRE HYDRANTS LOCATED WITHIN THE CITY OF CLERMONT, CONNECTED TO THE CITY
OF CLERMONT's WATER SYSTEM, AND /OR LOCATED WITHIN CLERMONT FIRE DEPARTMENT'S PROTECTION AREA,
THIS TEST SHALL BE CONDUCTED BY CITY OF CLERMONT PERSONNEL. THIS TEST SHALL BE PROVIDED BY
THE CONTRACTOR FOR LOCATIONS NOT INCLUDED ABOVE. THIS TEST MAY BE WITNESSED BY THE
OWNER /OPERATOR IF REQUESTED AT TIME OF NOTIFICATION THAT HYDRANTS ARE READY FOR FLOW TEST.
3. IF A PERMIT FOR THE WATER SYSTEM IS REQUIRED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION
(DEP), THE SYSTEM SHALL BE ACCEPTED AND APPROVED BY REP PRIOR TO BEING PRESSURIZED OFF OF THE
CITY SYSTEM AND PRIOR TO ANY FLOW TESTS BEING CONDUCTED.
4. FIRE HYDRANTS AND FIRE PROTECTION APPLIANCES SHALL BE KEPT ACCESSIBLE TO THE FIRE DEPARTMENT
AT ALL TIMES. THE FOLLOWING CLEARANCES SHALL BE MAINTAINED FOR ALL FIRE HYDRANTS AND FIRE
PROTECTION APPLIANCES. CLEARANCE OF SEVEN AND ONE -HALF FEET (7' -6 ") IN FRONT OF AND TO THE
SIDES OF A FIRE HYDRANT, WITH A FOUR FOOT (4') CLEARANCE TO THE REAR OF THE HYDRANT. CLEARANCES
OF SEVEN AND ONE -HALF FEET (7' -6") IN FRONT OF AND TO THE SIDES OF THE APPLIANCES. NO PERSON
SHALL PLACE OR KEEP ANY POST, FENCE, VEHICLE, GROWTH, VEGETATION, TRASH OR STORAGE OF OTHER
MATERIALS THAT WOULD OBSTRUCT A FIRE HYDRANT OR FIRE PROTECTION APPLIANCE AND HINDER OR
PREVENT ITS IMMEDIATE USE BY FIRE DEPARTMENT PERSONNEL. SUCH FIRE HYDRANT OR FIRE PROTECTION
APPLIANCE SHALL BE KEPT READILY VISIBLE AT ALL TIMES.
5. FIRE HYDRANTS SHALL NOT BE LOCATED CLOSER THAN THREE (3) FEET TO OR MORE THAN TWENTY (20)
FEET FROM THE EDGE OF A STREET, DRIVE OR OTHER ACCESSWAY. UNLESS OTHERWISE REQUESTED BY THE
FIRE OFFICIAL, THE 4 -1/2" CONNECTION SHALL FACE THE NEAREST ROADWAY, OR IF LOCATED WITHIN A
COMPLEX PARKING AREA, SHALL FACE THE NEAREST TRAFFIC WAY. NO HYDRANT SHALL BE INSTALLED WHERE
PEDESTRIAN OR VEHICULAR TRAFFIC WOULD INTERFERE WITH THE USE OF THE HYDRANT. THE STANDARD FIRE
HYDRANT APPROVED FOR USE IN THE CITY IS MUELLER MODEL A -423. THE CITY'S STANDARD FIRE HYDRANT
DETAIL AND NOTES ARE AVAILABLE FROM THE CITY ENGINEER'S OFFICE AND MUST BE INCLUDED IN THE SITE
PLANS. ALL FIRE HYDRANTS AND MAINS, INCLUDING THOSE PRIVATELY OWNED, THAT ARE CONNECTED TO THE
CITY'S POTABLE WATER SYSTEM, SHALL CONFORM TO CITY STANDARDS.
6. A MINIMUM NUMBER OF FIRE HYDRANTS SHALL BE PROVIDED AND /OR AVAILABLE TO PROVIDE EQUAL TO
OR GREATER THAN THE NEEDED FIRE FLOW FOR ALL BUILDINGS ON THE SITE BASED ON THE FOLLOWING
CREDITS: HYDRANT(S) WITHIN 300 FEET OF THE BUILDING, 1,000 GPM CREDIT; HYDRANT(S) 301 TO 600 FEET,
670 GPM CREDIT; HYDRANT(S) 601 TO 1,000 FEET, 250 GPM CREDIT.
7. FIRE HYDRANTS THAT HAVE NOT BEEN TESTED AND PLACED INTO SERVICE MUST BE CLEARLY MARKED AS
'OUT OF SERVICE' USING INDUSTRY ACCEPTED METHODS (BAGGING, TAGGING, ETC).
CONNECTIONS TO CITY WATER MAINS
ALL DOUBLE DETECTOR CHECK VALVE ASSEMBLIES (DDCV) INSTALLED TO ISOLATE A PRIVATE FIRE SYSTEM
SUPPLYING FIRE HYDRANTS FROM THE CITY'S POTABLE WATER SYSTEM SHALL HAVE TAMPER SWITCH DEVICES
NSTALLED ON THE DDCV ASSEMBLY VALVES WHENEVER ANY AUTOMATIC FIRE SPRINKLER SYSTEM IS
NSTALLED BEYOND THE DDCV. THESE TAMPER SWITCHES SHALL BE CONNECTED TO THE BUILDING FIRE
ALARM SYSTEM FOR ALL INDIVIDUAL BUILDINGS PROTECTED BY A FIRE SPRINKLER SYSTEM.
EIRE DEPARTMENT CONNECTIONS
ANY FIRE DEPARTMENT CONNECTION SIAMESE (FDC) FOR FIRE SPRINKLER OR STANDPIPE SYSTEMS MUST BE
WITHIN 100 FEET OF A FIRE HYDRANT. THE FDC MAY BE INSTALLED DIRECTLY ON THE DOUBLE DETECTOR
CHECK VALVE BACK FLOW PREVENTOR AS LONG AS THE REQUIREMENT TO BE WITHIN 100 FEET OF A FIRE
HYDRANT IS COMPLIED WITH. FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN THAT STATES,
NO PARKING FIRE DEPARTMENT CONNECTION" AND SHALL BE DESIGNED IN ACCORDANCE WITH FDOT
STANDARDS FOR INFORMATION SIGNAGE. THE LOCATION OF ANY FDC MUST BE SHOWN ON THE SITE PLANS
UTILITY SHEET.
DEDICATED EIRE MAINS
1. THE "POINT OF SERVICE" FOR ANY FIRE MAIN MUST BE CALLED OUT ON THE UTILITY SHEET OF THE SITE
PLANS. THIS IS THE POINT WHERE A WATER LINE BECOMES DEDICATED TO ONLY FIRE PROTECTION, SUCH AS
SUPPLYING ONLY A FIRE HYDRANT OR FIRE SPRINKLER SYSTEM, AND THERE IS NO POTABLE WATER SUPPLY
COMING OFF OF THE WATER LINE BEYOND THIS POINT.
2. LABEL DEDICATED FIRE MAINS AT "FL" ON THE SUBMITTED PLANS.
3. FIRE MAINS WILL BE SEPARATELY PERMITTED AND INSPECTED BY THE CITY FIRE DEPARTMENT.
EIRE DEPARTMENT ACCESS
FIRE DEPARTMENT ACCESS ROADS SHALL BE PROVIDED AND MAINTAINED IN ACCORDANCE WITH THE FLORIDA
FIRE PREVENTION CODE AND RULES ESTABLISHED BY THE CITY OF CLERMONT FOR EVERY FACILITY, BUILDING,
OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED OR RELOCATED. A FIRE DEPARTMENT ACCESS ROAD
SHALL EXTEND TO WITHIN 50 FEET (15 m) OF AN EXTERIOR DOOR PROVIDING ACCESS TO THE INTERIOR OF
THE BUILDING. FIRE DEPARTMENT ACCESS ROADS SHALL BE PROVIDED SUCH THAT IN ANY PORTION OF THE
FACILITY OR ANY PORTION OF AN EXTERIOR WALL OF THE FIRST STORY OF A BUILDING IS LOCATED NOT
MORE THAN 150 FEET (45 m) FROM FIRE DEPARTMENT ACCESS ROADS AS MEASURED BY A ROUTE
APPROVED BY THE LOCAL FIRE OFFICIAL AROUND THE EXTERIOR OF THE BUILDING OR FACILITY (THE
DISTANCE SHALL BE PERMITTED TO BE INCREASED TO 450 FEET WHEN BUILDINGS ARE PROTECTED WITH AN
APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM THAT IS INSTALLED IN ACCORDANCE WITH NFPA STANDARDS).
FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FEET (6.1
M),
AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES (4.1m), SHALL BE
DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS (MINIMUM 32 TONS), AND
SHALL BE PROVIDED WITH A SURFACE SUITABLE FOR ALL - WEATHER DRIVING CAPABILITIES. THE TURNING
RADIUS OF A FIRE DEPARTMENT ACCESS ROAD SHALL BE AS APPROVED BY THE AHJ. DEAD -END FIRE
DEPARTMENT ACCESS ROADS IN EXCESS OF 150 FEET 46 m IN LENGTH SHALL BE PROVIDED WITH
APPROVED PROVISIONS FOR THE TURNING AROUND OF FIRE APPARATUS. WHEN A BRIDGE IS REQUIRES TO BE
USED AS PART OF FIRE DEPARTMENT ACCESS ROAD, IT SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH NATIONALLY RECOGNIZED STANDARDS. THE BRIDGE SHALL BE DESIGNED FOR A LIVE LOAD
SUFFICIENT TO CARRY THE IMPOSED LOADS OF FIRE APPARATUS (MINIMUM 32 TONS). THE ANGLE OF
APPROACH AND DEPARTURE FOR ANY MEANS OF FIRE DEPARTMENT ACCESS SHALL NOT EXCEED 1 FOOT
DROP IN 20 FEET (0.3 m DROP IN 5 m), AND THE DESIGN LIMITATIONS OF THE FIRE APPARATUS OF THE
FIRE DEPARTMENT SHALL BE SUBJECT TO APPROVAL BY THE AHJ. THE LOAD RATING OF FIRE DEPARTMENT
ACCESS ROADS AND BRIDGES SERVING DETACHED ONE OR TWO- FAMILY OCCUPANSIES ONLY MAY BE
DECREASED UPON APPROVAL BY THE LOCAL FIRE OFFICIAL.
THE REQUIRED WIDTH OF A FIRE DEPARTMENT ACCESS ROAD SHALL NOT BE OBSTRUCTED IN ANY MANNER,
NCLUDING BY THE PARKING OF VEHICLES. MINIMUM REQUIRED WIDTHS AND CLEARANCES SHALL BE
MAINTAINED AT ALL TIMES. ENTRANCES TO ROADS TRAILS OR OTHER ACCESSWAYS THAT HAVE BEEN
CLOSED WITH GATES AND BARRIERS SHALL NOT BE OBSTRUCTED BY PARKED VEHICLES. FIRE LANE MARKINGS
MUST BE INSTALLED IN ANY LOCATIONS WHERE VEHICLES MAY PARK AND BLOCK TRAFFIC WAYS OR FREE AND
CLEAR ACCESS FOR FIRE AND EMERGENCY APPARATUS.
FIRE LANE MARKINGS ON THE PAVEMENT MUST BE IN DOT YELLOW OR RED AND INCLUDE A CROSSHATCH
AREA THAT EXTENDS A MINIMUM OF THREE FEET OUT FROM THE CURB. ANY CURBS MUST ALSO BE PAINTED
DOT YELLOW OR RED. MARKED TRAFFIC SURFACES MUST HAVE THE WORDS, FIRE LANE - NO PARKING,
PAINTED ON THE SURFACE. THIS WORDING MUST REPEAT THE ENTIRE LENGTH OF THE FIRE LANE, AND BE
SPACED NO MORE THAN 50 FEET APART. WORDING ON PAVED SURFACES MUST BE A MINIMUM OF 10° TALL.
ANY REQUIRED FIRE LANES SHALL BE MARKED WITH SIGNS WITH THE WORDING, "NO PARKING FIRE LANE BY
ORDER OF THE FIRE DEPARTMENT. SUCH SIGNS SHALL BE 12 INCHES BY 18 INCHES WITH A WHITE
BACKGROUND AND RED LETTERS AND SHALL BE A MAXIMUM OF 7 FEET IN HEIGHT FROM THE ROADWAY TO
THE BOTTOM PART OF THE SIGN. THE SIGNS SHALL BE WITHIN SIGHT OF THE TRAFFIC FLOW AND BE A
MAXIMUM OF 50 FEET APART.
A 20' x 20' CROSS -HATCH AREA MUST BE INDICATED ON THE PAVEMENT IN FRONT OF AND CENTERED ON
HYDRANTS ANY FIRE DEPARTMENT CONNECTIONS FOR FIRE SPRINKLER OR STANDPIPE SYSTEMS THAT ARE
LOCATED ON BUILDINGS OR IN PARKING LOTS WHERE VEHICLES MAY PARK AND BLOCK CLEAR ACCESS TO
THE CONNECTION. THE CROSS -HATCH AREA MUST INCLUDE WORDING AS SPECIFIED ABOVE. A SIGN
INDICATING "NO PARKING FIRE DEPARTMENT CONNECTION" MUST BE INSTALLED IN THIS AREA.
THE CURB MUST BE PAINTED DOT YELLOW OR RED, FOR A LENGTH OF 30 FEET CENTERED ON ANY FIRE
OR FIRE DEPARTMENT SIAMESE CONNECTIONS THAT ARE INSTALLED ALONG A PARKING LOT, DRIVE OR
STREET TO PREVENT VEHICLES FROM PARKING WITHIN 15 FEET OF THE HYDRANT OR CONNECTION. WORDING
MUST BE PAINTED ON CURBS IN THESE AREAS INDICATING "NO PARKING FIRE LANE" AND MUST BE A
MINIMUM OF 3" TALL.
BUILDING MARKINGS
ADDRESS NUMERALS SHALL NOT BE LESS THAN THREE INCHES IN HEIGHT FOR RESIDENTIAL BUILDINGS,
STRUCTURES OR PORTIONS THEREOF, AND AT LEAST SIX INCHES IN HEIGHT FOR ALL OTHER BUILDINGS,
STRUCTURES OR PORTIONS THEREOF. ADDRESS NUMERALS SHALL BE ARABIC NUMERALS OR ALPHABET
LETTERS, NO CURSIVE LETTERS.
COMMERCIAL BUILDINGS
"KEY LOCK BOX APPROVED BY A CITY FIRE OFFICIAL" WILL BE REQUIRED ON ALL COMMERCIAL BUILDINGS
(PLEA 1, CODE CHAPTER 3 -6 AS ADAPTED IN THE FLORIDA FIRE PREVENTION CODE THROUGH FLORIDA
ADMINISTRATIRVE CHAPTER 4A- 60.003, RULES OF THE STATE FIRE MARSHAL, AND AUTHORIZED BY FLORIDA
STATUTES 633.0215, 633.025). THESE SHALL BE INSTALLED ON THE EXTERIOR WALL OF THE BUILDING
WITHIN ONE FOOT OF THE LEFT SIDE OF THE MAIN PUBLIC ENTRANCE DOOR AT A HEIGHT OF SIX (6) FEET.
IN THE CASE OF A MULTI - OCCUPANCY BUILDING, SUCH AS A ROW OF STORES, MULTI - OFFICE BUILDING,
ETC., ONLY ONE KEY LOCK BOX PER BUILDING WILL BE REQUIRED UNLESS EXTENUATING CIRCUMSTANCES
INDICATE THE NEED FOR ADDITIONAL LOCK BOXES. THIS BOX SHALL BE INSTALLED ON THE EXTERIOR WALL
OF THE BUILDING WITHIN ONE FOOT OF THE LEFT END OF THE SIDE OF THE BUILDING CONTAINING THE
MAIN PUBLIC ENTRANCE (AS YOU ARE FACING THE MAIN ENTRANCE) AT A HEIGHT OF SIX (6) FEET. IN THE
CASE OF A MULTI - FAMILY COMPLEX, ONLY ONE KEY LOCK BOX WILL BE REQUIRED FOR THE COMPLEX
UNLESS EXTENUATING CIRCUMSTANCES INDICATE THE NEED FOR ADDITIONAL KEY LOCK BOXES. THIS BOX
SHALL BE LOCATED AT THE MAIN ENTRANCE TO THE CLUBHOUSE, INSTALLED AS INDICATED ABOVE FOR
COMMERCIAL BUILDINGS. IF THERE IS NO CLUBHOUSE, THE BOX SHALL BE INSTALLED PER A CITY FIRE
OFFICIAL. A CITY FIRE OFFICIAL MAY BE CONTACTED IF IT IS NOT POSSIBLE TO INSTALL THE BOX AT THE
LOCATIONS INDICATED ABOVE. THE CITY FIRE OFFICIAL WILL MAKE A DETERMINATION AS TO THE LOCATION
WHERE THE BOX WILL BE INSTALLED.
LOCK BOXES SHALL CONTAIN KEYS TO THE BUILDING (INCLUDING ENTRANCE DOORS AND ALL ELECTRICAL
AND MECHANICAL ROOMS) AND ANY SYSTEMS IN THE BUILDING (SUCH AS FIRE ALARM PANELS, FIRE ALARM
PULL STATIONS, SMOKE DETECTOR RESET, SPRINKLER SYSTEMS, ELEVATORS, ETC.). BOXES FOR
MULTI - OCCUPANCY BUILDINGS AND MULTI - FAMILY COMPLEXES SHALL BE OF SUFFICIENT SIZE TO
ACCOMMODATE KEYS FOR EACH INDIVIDUAL OCCUPANCY AND MASTER KEYS FOR EACH SEPARATE BUILDING,
AS WELL AS ANY SYSTEMS IN ALL OCCUPANCIES AND BUILDINGS. ALL LOCK BOXES SHALL ALSO CONTAIN
BUSINESS CARDS WITH AFTER -HOURS EMERGENCY CONTACT NUMBERS FOR EACH OCCUPANCY. THE CODE(S)
FOR SILENCING AND RESETTING ANY FIRE ALARM SYSTEMS SHALL BE WRITTEN ON THE BACK OF THE
BUSINESS CARD(S) FOR EACH OCCUPANCY.
APPLICATIONS FOR THE PURCHASE OF "KEY LOCK BOX" EQUIPMENT ARE AVAILABLE FROM THE FIRE
DEPARTMENT. EACH BOX TO BE INSTALLED WITHIN THE CITY OF CLERMONT WILL BE KEYED TO ACCOMMODATE
CLERMONT FIRE DEPARTMENT'S LOCK BOX KEY. BUILDING OWNERS OR OCCUPANTS WILL NOT HAVE A KEY TO
THE BOX. THE OWNER OR DEVELOPER SHALL NOTIFY THE FIRE DEPARTMENT (352- 394 -7662) AFTER THE
BOX HAS BEEN INSTALLED AND ALL REQUIRED KEYS ARE AVAILABLE. A FIRE DEPARTMENT REPRESENTATIVE
WILL MEET A REPRESENTATIVE OF THE BUILDING AT THE SITE TO LOCK THE KEYS IN THE BOX. WHENEVER
ANY KEYS, CODES OR EMERGENCY CONTACT NUMBERS ARE CHANGED, THE FIRE DEPARTMENT SHALL BE
NOTIFIED IMMEDIATELY SO A FIRE DEPARTMENT REPRESENTATIVE CAN UNLOCK THE BOX AND REPLACE THE
CHANGED ITEMS.
BUILDING MATERIALS
NFPA 241 (STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS) AS
ADAPTED IN THE FLORIDA ADMINISTRATIVE CODE (RULES OF THE STATE FIRE MARSHALL) AND THE FLORIDA
FIRE PREVENTION CODE, AND AUTHORIZED BY FLORIDA STATE STATUTES, CHAPTER 633, REQUIRES THAT A
WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL
ACCUMULATES ON THE SITE AND THAT THERE SHALL BE NO DELAY IN THE INSTALLATION OF FIRE
PROTECTION EQUIPMENT. THIS SECTION ALSO STATES, "WHERE UNDERGROUND WATER MAINS AND HYDRANTS
ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION
WORK.
EMERGENCY VEHICLE ACCESS CONTROL (EVAC) SYSTEM
THE CITY OF CLERMONT LAND DEVELOPMENT REGULATIONS, SECTION 110 -192 (1), REQUIRES THAT ALL
GATED COMMUNITIES IN THE CITY OF CLERMONT INSTALL THE "EVAC" (EMERGENCY VEHICLE ACCESS
CONTROL) REMOTE GATE OPENING EQUIPMENT ON ALL ENTRY GATES. tHE EVAC SYSTEM SHALL BE IN
ADDITION, AND SEPARATE, FROM THE GATE OPENING SYSTEM THAT IS PROVIDED FOR THE RESIDENTS. A
KEYPAD CODE ENTRY DEVICE SHALL ALSO BE INSTALLED AT EACH GATE, WITH THE ENTRY CODE SUPPLIED
TO THE FIRE DEPARTMENT IN WRITING UPON INSTALLATION. THE DEVELOPER SHALL PROVIDE FIVE (5)
CONTROLLERS FOR THE EVAC SYSTEM TO THE CLERMONT FIRE DEPARTMENT. FOR FURTHER REQUIREMENTS
REFER TO THE CITY OF CLERMONT LAND DEVELOPMENT REGULATIONS SECTION 110-192
1 SECURITY
ACCESS CONTROL, 800 - 637 -5945, DISTRIBUTES THE EVAC SYSTEM. SECURITY ACCESS CONTROL MAY BE
CONTACTED REGARDING ANY QUESTIONS ABOUT THE SYSTEM OR TO GET INFORMATION ON LOCAL VENDORS
THAT CAN INSTALL THE SYSTEM.
c
NEEDED EIRE FLOW CALCULATION
NEEDED FIRE FLOW CALCULATIONS FOR ALL BUILDINGS ON THE SITE BASED ON THE ISO FIRE SUPPRESSION
RATING SCHEDULE GUIDE FOR NEEDED FIRE FLOW CALCULATIONS SHALL BE SHOWN ON THE SITE PLANS.
THE INSURANCE SERVICES OFFICE (ISO) GUIDE FOR CALCULATING THE NEEDED FIRE FLOW CAN BE FOUND
ON THE ISO WEB SITE AT ht�: ZZwww. isomitiaation . cum Zdown Ica dsZppc3001.Edd . THE FIRE FLOW
CALCULATIONS ARE BASED ON A NON- SPRINKLERED BUILDING. BUILDINGS PROTECTED BY AN AUTOMATIC FIRE
SPRINKLER SYSTEM ARE THEN GIVEN CREDIT BASED ON 50% OF NEEDED FIRE FLOW PLUS SPRINKLER
SYSTEM REQUIREMENTS. THIS CALCULATION IS USED AS ONE OF THE FACTORS IN DETERMINING THE NUMBER
OF FIRE HYDRANTS REQUIRED ON THE SITE.
A NEEDED FIRE FLOW CALCULATION WORKSHEET IS AVAILABLE IN MS EXCEL FORMAT AT THE CITY OF
CLERMONT WEB SITE: www.citvofclermontfl.com, CITY DEPARTMENTS, FIRE DEPARTMENT,
INSPECTIONS /PREVENTION.
GENERAL NOTES AND DETAILS
REVISED
13
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NOTES: UNDISTURBED EARTH
1.PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T -180.
2.TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T -180.
3.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED
BY THE CITY OF CLERMONT.
4. (d: 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX.
R PIPE DIAMETER 24" AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH CURRENT
TRENCHING REGULATIONS AND WHERE UNSAFE CONDITIONS EXIST.
8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE
ENGINEER. BEDDING DEPTH SHALL BE 4" MINIMUM Q
M FORPIPE DIAMETER
LESS THAN 15 ", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER.
9.DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF
BEDDING ROCK BELOW THE PIPE. CITY OF CLERMONT SHALL DETERMINE
IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH
SUITABLE FOUN TYDATION.
P E A BEDDING AND
TRENCHING DETAIL
NOT TO SCALE
NUT
TEFL0IV�TAPE No. 14
ON THREAD THEN
WIRE
INSET "A"
24" x 24" x 4" CONC.
SLAB, 2500 PSI CONCRETE-\
FINISHED GRADE-
INSTALL TRACER WIRES IN A
LENGTH OF 2" PVC PIPE. PVC
PIPE THRU CONCRETE (ATTACH)
CAP ON EXPOSED END)
FOR PROTECTION
WIRE CONNECTOR AT
EACH VALVE BOX AND
AIR RELEASE OR VACUUM
RELIEF MANHOLE
INSET "A"
TAPPING SLEEVE DETAIL
EQTEQVA ZION VIEW SCALE
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NOTES:
1.PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T -180.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T -180.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN
ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE
REQUIRED AS DIRECTED BY THE ENGINEER.
4. ( *): 15" MAX. FOR PIPE DIAMETER LESS THAN 24 ", AND 24" MAX.
FOR PIPE DIAMETER 24" AND LARGER.
5.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE 1.
DIRECTION OF THE FLOW.
7. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH CURRENT
TRENCHING REGULATIONS AND WHERE UNSAFE CONDITIONS EXIST. 2.
B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH
ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE
RESTORATION WITHIN CITY OF CLERMONT RIGHT -OF -WAY SHALL COMPLY 3.
WITH REQUIREMENTS OF RIGHT -OF -WAY UTILIZATION REGULATIONS AND
ROAD CONSTRUCTION P E SPECIFICATIONS.
FBEDDING A N D
TRENCHING DETAIL
NOT TO SCALE
WATER MAIN
FOR SIZE
OF PIPE
TAPPING VALVE WIRE C(
MUELLER, AMERICAN EACH V,
DARLING KENNEDY AIR REL
OR DRESSER RELIEF
STAINLESS STEEL TAPPING
SLEEVE ROMAC INDUSTRIES,
INC. TYPE SST -DB WITH
CAST IRON FLANGE
3" METALLIC LOCATOR TAPE
TRACER WIRE - /-FINISHED GRADE
11A'r mAN
® PVC WATER MAIN
OR FORCE MAIN
i
METALLIC LOCATING WIRE
V YAL AM eew UM
-EXCAVATE FOR
PIPE BELLS
IY[I ➢YOf:.
PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE
(14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR.
AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE.
LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX.
AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A
MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.
USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE
TOP OF THE PIPE.
MECHANICAL JOINT GATE
VALVE RESILIENT SEATED
MUELLER, AMERICAN DARLING, NOTE: MARK CURB "V"
KENNEDY OR DRESSER WHERE VALVES ARE LOCATED
TAPPING SLEEVE DETAIL PIPE DETECTOR WIRE MARKER
PLAN VIEW TAPE INSTALLATION
NOT TO SCALE
NOT TO SCALE
45' BEND
VU oLrvu
11.25' BEND
22.5' BEND
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TABLE OF THRUST RESTRAINT RESTRAINT LENGTHS
PIPE
SIZE
BEND
BEND
AD
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PIPE SIZES
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4
20'
16'
8'
7'
4'
3'
2'
2'
15' 10'07
45'
28'
6'x4'
32'
21'
6
28 .
.
22
12 .
9 .
.
6
4 .
3 .
2 .
33 . 21 .
63 .
40 .
8. x6 .
34 .
22 .
8
36 .
29 .
15 .
12 .
7 .
.
6
4 .
3 .
52 . 33 .
82 .
52 .
10 . x8 .
33 .
21 .
10
43
34
18
14
9
7
4
3
88 43
98 .
82 .
12 w x10 w
34 .
21 .
12
50'
40'
21'
17'
10'
8'
5'
4'
85' 53'
116
73'
14"x12'
63'
40'
14
57'
46'
24'
20'
12'
9'
6'
5'
1 WSW
132
84'
16"x14'
63'
40'
16
63'
51'
26'
21'
13'
10'
6'
5'
116' 73'
148
93'
2. PIPE AND VALVE MUST BE SIZED TO
THRUST RESTRAINT DESIGN NOTES
1. RESTRAINT JOINTS, FITTINGS AND VALVE REQUIREMENTS CALCULATED BY THE THRUST RESTRAINT DESIGN PROGRAM
PROVIDED BY EBAA IRON SALES, INC.
2. DATA BASED ON MAXIMUM WATER PRESSURE OF 150 PSI, THE UNIFIED SOILS CLASSIFICATION SYSTEM (SOIL TYPE SP),
THE PIPE BEDDED IN NATIVE SOIL WITH A MINIMUM 2.5' COMPACTED FILL OVER THE PIPE, AND USING A SAFETY FACTOR
OF 1.5 FOR THE DATA.
3. ALL FITTINGS AND VALVES TO BE RESTRAINED WITH "MEGA -LUG" RESTRAINTS, AND ALL BELL AND SPIGOT JOINTS TO BE
RESTRAINED WITH A RESTRAINING HARNESS WITHIN THE REQUIRED LENGTH OF RESTRAINED PIPE (L).
THRUST RESTRAINT DETAILS
NOT TO SCALE
CASINO
SHALL
FROM
BF
OF
SPACER -MAX. OF
ONE FOOT FROM EACH
SIDE OF JOINT
I. YAIJ- I
NOTE: LOCATION TO BE DETERMINED AT TIME OF
PRECONSTRUCTION CONFERENCE WITH THE CITY.
TEMPORARY JUMPER BLOWOFF VALVE DETAIL
CONNECTION DETAIL NOT TO SCALE
NOT TO SCALE
24" X 24" X 4"
THICK CONCRETE PAD
TYPICAL. EACH VALVE BOX
THICKNESS SHALL BE 6"
MINIMUM FOR VALVES IN
ROADWAYS OR TRAFFIC AREAS. TRACER
3" DIAMETER BRONZE WIRE
DISC ANCHORED IN //4
CONCRETE PAD STAMP BARS
AS REQUIRED (SEE NOTE 1) ALL
SIZE OF VALVE AROUND
y� 3" DIA. BRONZE Dlsc
TYPE OF VALVE eV sa a: ANCHORED IN CONCRETE PAD
SERVICE axed U, STAMP AS REQUIRED
za
VALVE ID # a4
a
DIRECTION AND NUMBER
OF TURNS TO OPEN
W4TRRry
VALVE BOX AND COVE a� a
(TYPICAL) 4
° \ \ °�\.!�/
2000 P.S.I.
CONCRETE MINIMU
2
ANCHORS
UNIMPROVED CONDITION
TOP FLUSH WITH ASPHALT SURFACE
FINISHED GRADE
VALVE BOX AND 4 "X4 "X18" LONG (MIN)
COVER (TYPICAL) PRECAST POST WITH 3"
DIAMETER BRONZE DISC
SET IN GROUT AS SHOWN
ABOVE
IMPROVED CONDITION
NOTES
1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES
2 REUSE VALVES TO HAVE SQUARE VALVE BOX TOP
VALVE COLLAR
NOTE:
CASING JOINTS WILL NOT BE
ALLOWED UNDER TRAFFIC LANES.
CONTRACTOR TO SPACE JOINTS
AND SUBMIT SHOP DRAWING FOR
APPROVAL BY ENGINEER BEFORE
JACK & BORE BEGINS.
BRICK END
OF CASING
JACK AND BORE
EEL CASING MINIMUM THICKNESS
CASING IN INCHES
CARRIER PIPE
CASING END SEAL
TYPICAL CASING SPACER PLACEMENT
STEEL CASING CASING
FULL WELD-FE CARRIER PIP E WATER MAIN
OUTSIDE
DIAMETER
REDUCED PRESSURE ZONE
3 4
0.113
1
0.133
BACKFLOW PREVENTION
D.- 140m
1 -1 2
0.45
2
ASSEMBLY WITH ISOLATION
4-
0.188'
6
0.188
VALVES (PROVIDE CURRENT
0.188
10
2" 90° BEND
GATE VALVE
CERTIFICATION OF B.P.A.)
24'
DOUBLE
METER BOX
0.312
36-
0.375
(18%
24" MINIMUM 2" CAP
TEST COCK
(TYPICAL)
MANUFACTURER.
VALVE
FINISHED GRADE
Ga
GATE VALVE
w
d
THREADED
CJ
WATER MAIN
FOLLOWING COLORING DESIGNATION BASED ON THE TESTED FLOWS:
NIPPLE
UNION
BASE HYDRANT - CITY OWNED AND MAINTAINED:
3. DO NOT ENCASE SEWER IN CONCRETE UNLESS SPECIFICALLY �
(TYPICAL)
(2 REQUIRED)
ANCHORING
AUTHORIZED. U
PRIVATELY OWNED: - RED
^�
2"
GATE VALVE
LESS THAN 500 GPM - RED
v
O
90° BEND
J LEI
500 TO 999 GPM - ORANGE
L, CL
(2 REQUIRED)
1000 TO 1499 - GREEN
v1
1500 GPM OR GREATER - BLUE
5. DUCTILE IRON PIPE WITHIN 10' OF GAS MAIN SHALL B
Z
I
4. HYDRANTS TO BE FLOW TESTED BY CITY UTILITY
g
2"
90° BEND
IN
J
c�
ad
COORDINATE WITH CITY INSPECTOR FOR TESTING
1�,
2" SCHEDULE 40
I/-'
Lj LO
PVC
O! N
O
r l
W
Nmn
STOP
Z
crnNO
U�
EXISTING
FORDOFP 1000
NOT TO SCALE W
Z
1 6" BEDDING ROCK -
WATER LINE
(TYP)
RESTRAINED
JOINT
NOTES:
JOINT
WATER
1. ALL 2" PIPE AND FITTINGS SHALL BE
MAIN
SCHEDULE 40 GALVANIZED STEEL OR
BRASS WITH THREADED (NPT) JOINTS.
L
2. PIPE AND VALVE MUST BE SIZED TO
ALLOW AT LEAST 2.5 FT /SEC VELOCITY
FORD FC- 202 -CC
NEW WATER LINE
IN MAIN AT SYSTEM PRESSURE.
SADDLE (TYP
TIE -IN VALVE MUST BE CLOSED AND
REMAIN LOCKED. CITY TO PROVIDE
LOCKING MECHANISM. VALVE WILL BE
OPERATED BY UTILITY PERSONNEL ONLY
TAPPED CAP
NOTE: LOCATION TO BE DETERMINED AT TIME OF
PRECONSTRUCTION CONFERENCE WITH THE CITY.
TEMPORARY JUMPER BLOWOFF VALVE DETAIL
CONNECTION DETAIL NOT TO SCALE
NOT TO SCALE
24" X 24" X 4"
THICK CONCRETE PAD
TYPICAL. EACH VALVE BOX
THICKNESS SHALL BE 6"
MINIMUM FOR VALVES IN
ROADWAYS OR TRAFFIC AREAS. TRACER
3" DIAMETER BRONZE WIRE
DISC ANCHORED IN //4
CONCRETE PAD STAMP BARS
AS REQUIRED (SEE NOTE 1) ALL
SIZE OF VALVE AROUND
y� 3" DIA. BRONZE Dlsc
TYPE OF VALVE eV sa a: ANCHORED IN CONCRETE PAD
SERVICE axed U, STAMP AS REQUIRED
za
VALVE ID # a4
a
DIRECTION AND NUMBER
OF TURNS TO OPEN
W4TRRry
VALVE BOX AND COVE a� a
(TYPICAL) 4
° \ \ °�\.!�/
2000 P.S.I.
CONCRETE MINIMU
2
ANCHORS
UNIMPROVED CONDITION
TOP FLUSH WITH ASPHALT SURFACE
FINISHED GRADE
VALVE BOX AND 4 "X4 "X18" LONG (MIN)
COVER (TYPICAL) PRECAST POST WITH 3"
DIAMETER BRONZE DISC
SET IN GROUT AS SHOWN
ABOVE
IMPROVED CONDITION
NOTES
1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES
2 REUSE VALVES TO HAVE SQUARE VALVE BOX TOP
VALVE COLLAR
NOTE:
CASING JOINTS WILL NOT BE
ALLOWED UNDER TRAFFIC LANES.
CONTRACTOR TO SPACE JOINTS
AND SUBMIT SHOP DRAWING FOR
APPROVAL BY ENGINEER BEFORE
JACK & BORE BEGINS.
BRICK END
OF CASING
JACK AND BORE
EEL CASING MINIMUM THICKNESS
CASING IN INCHES
CARRIER PIPE
CASING END SEAL
TYPICAL CASING SPACER PLACEMENT
STEEL CASING CASING
FULL WELD-FE CARRIER PIP E WATER MAIN
OUTSIDE
DIAMETER
MwjI�?
THICKNESS
3 4
0.113
1
0.133
1 -1 4w
D.- 140m
1 -1 2
0.45
2
0.154
4-
0.188'
6
0.188
8
0.188
10
0.188
12
0.188
24'
0.250'
30
0.312
36-
0.375
42' 3 GREATER
0.500'
CASING TO BE COATED I DIAMETERS"NOT SHOWN S
NOTED IN SPECIFICATIb SECTION A -A THE SAME AS REQUIRED
TYPICAL CASING JOINT FOR THE NEXT LARGER SI
LISTED ABOVE.
OR EXCEED FDOTGREQUIRI
NOTE: USE FUSION COATED AS SET FORTH IN THE U1
STEEL CASING INSULATORS ACCOMMODATION MANUAL
12" WIDE WITH 2" GLASS
REINFORCED RUNNERS FOR
PIPE SKIDS.
PAVEMENT CROSSING WITH CASING
BORE, TUNNEL OR OPEN CUT
NOT TO SCALE
NOT TO SCALE
SOIL
MEG,
EDGE OF
TRENCH
6" FIRE HYDRANT WITH
PAINTED 1 -4 1/2" PUMPER OUTLET
AS PER 2 -2 1/2 PUMPER OUTLETS
5CHEDUL T THREAD N MT RE
DEPARTMETHREADS FIRE HYDRANT ASSEMBLY
(1) ANCHOR TEE
1 VALVE
BASE / FACE STREET 1 ANCHOR COUPLING
COLOR 1 HYDRANT
24" X 24" CONCRETE
T ISHED SLAB. 2500 PSI CONCRETE 4" THICK
ADE (SEE VALVE DETAIL�j
AREA FOR MEGA -LUGS
PLUGMEGA-
F_ �
TRACER WIR
SEE DETAI
CROSS WITH PLUG CROSS WITH
TWO PLUGS
NOTES: ME
USE "MEGA -LUG" FITTINGS AS APPROVED
BY THE PROJECT ENGINEER. "MEGA -LUG"
CALCULATIONS TO BE PROVIDED BY THE
CONTRACTOR AND APPROVED BY THE CITY
ENGINEER PRIOR TO CONSTRUCTION.
UD
Ed
Ed
WIRE
U
i DO
CONNECTION
'a
NOTE:
3
NOTES:
DRAIN HOLE
pq
ADJUSTABLE CAST
bu
TO BE LEFT
!i
IRON VALVE BOX
1. FIRE HYDRANTS SHALL BE MUELLER A -423.
CLEAR
U
WITH LID MARKED
Grr D J
'd U
6" MECHANICAL
WATER ". SEE PIPE
2. HYDRANT MUST BE PAINTED AT FACTORY BY THE
mo
JOINT GATE
DETECTOR WIRE
MANUFACTURER.
VALVE
DETAIL, THIS SHEET
Ga
ON CROSSING POINT. `
w
d
3. HYDRANT SHALL BE PAINTED IN ACCORDANCE WITH THE
CJ
WATER MAIN
FOLLOWING COLORING DESIGNATION BASED ON THE TESTED FLOWS:
W
BASE HYDRANT - CITY OWNED AND MAINTAINED:
3. DO NOT ENCASE SEWER IN CONCRETE UNLESS SPECIFICALLY �
�Ny [
- YELLOW BASE /BLUE BONNET
ANCHORING
AUTHORIZED. U
PRIVATELY OWNED: - RED
^�
COUPLING
Z
LESS THAN 500 GPM - RED
v
O
gMo
J LEI
500 TO 999 GPM - ORANGE
L, CL
MINIMUM.
1000 TO 1499 - GREEN
v1
1500 GPM OR GREATER - BLUE
5. DUCTILE IRON PIPE WITHIN 10' OF GAS MAIN SHALL B
Z
ANCHORING
4. HYDRANTS TO BE FLOW TESTED BY CITY UTILITY
g
w
Ed
BRANCH TEE
DEPARTMENT OR COUNTY REPRESENTATIVE.
J
c�
ad
COORDINATE WITH CITY INSPECTOR FOR TESTING
AREA FOR MEGA -LUGS
PLUGMEGA-
F_ �
TRACER WIR
SEE DETAI
CROSS WITH PLUG CROSS WITH
TWO PLUGS
NOTES: ME
USE "MEGA -LUG" FITTINGS AS APPROVED
BY THE PROJECT ENGINEER. "MEGA -LUG"
CALCULATIONS TO BE PROVIDED BY THE
CONTRACTOR AND APPROVED BY THE CITY
ENGINEER PRIOR TO CONSTRUCTION.
UD
Ed
Ed
PURPOSES.
5. BLUE PAVEMENT MARKERS (BPMs) ARE TO BE INSTALLED IN THE rl
CENTER OF THE DRIVING LANE NEAREST THE HYDRANT.
FIRE HYDRANT DETAIL (REVISED 12/22/11) •:� `" q co co
NOT TO SCALE
AREA FOR
TEES
U
i DO
91,1,
SEE I
'a
M ED
CID
�4
pq
CC
b
bu
w
•�
r
O
U
Grr D J
'd U
w
A r.
o
mo
�
PIPE AT A CROSSING, THEN CENTER ONE JOINT OF D
0O
F+1
0
Ga
ON CROSSING POINT. `
w
d
0 a
CJ
v 1
WATER O
W
i%
3. DO NOT ENCASE SEWER IN CONCRETE UNLESS SPECIFICALLY �
�Ny [
U) Z
[. u�i
AUTHORIZED. U
W
Z
^�
Z
N
v
O
gMo
J LEI
L, CL
MINIMUM.
v1
o
0
U
5. DUCTILE IRON PIPE WITHIN 10' OF GAS MAIN SHALL B
Z
0
O
g
w
Ed
�wYyVl
J
c�
ad
0�
1�,
r co
I/-'
Lj LO
UJ
O! N
O
r l
W
Nmn
v
Z
crnNO
U�
C7
^
NOT TO SCALE W
Z
N 1 �k
M z
W
N, C)
PURPOSES.
5. BLUE PAVEMENT MARKERS (BPMs) ARE TO BE INSTALLED IN THE rl
CENTER OF THE DRIVING LANE NEAREST THE HYDRANT.
FIRE HYDRANT DETAIL (REVISED 12/22/11) •:� `" q co co
NOT TO SCALE
AREA FOR
TEES
TRACER
WYE SEE HE
T
MEGA LUG
EBAA IRON EBAA IRON
MEGA -LUG Series 2000 MEGA -LUG Series 1100 64
PRESSURE RATINGS FOR ORDINARY 350 PSI RATING
WATER WORKS:
DR14 200 PSI SDR17 250 PSI aF1VD RATED 175 PSI
DR18 150 PSI SDR21 200 PSI FOR USE ON DUCTILE IRON PIPE
DR25 100 PSI SDR26 160 PSI MADE IN THE USA
(IEi) a FAD RATED 150 PSI ON DR18
EXCEEDS UNI -13-13 OF 92 TRACER WIRE
M E G A L U G DETAILS
FOR USE ON PVC PIPE SEE DETAIL=
MADE IN THE USA NOT TO SCALE BENDS
MEGA -LUGS
y I AREA FOR
PLUG
TEE WITH PLUG
AREA FOR
W� JITH F
AI
END PLUG
)GE OF
2ENCH
YP.)
,unTrn �enini
go
0
91,1,
SEE I
TEE
CID
MEGA -]
AREA FOR
TRACER
WYE SEE HE
T
MEGA LUG
EBAA IRON EBAA IRON
MEGA -LUG Series 2000 MEGA -LUG Series 1100 64
PRESSURE RATINGS FOR ORDINARY 350 PSI RATING
WATER WORKS:
DR14 200 PSI SDR17 250 PSI aF1VD RATED 175 PSI
DR18 150 PSI SDR21 200 PSI FOR USE ON DUCTILE IRON PIPE
DR25 100 PSI SDR26 160 PSI MADE IN THE USA
(IEi) a FAD RATED 150 PSI ON DR18
EXCEEDS UNI -13-13 OF 92 TRACER WIRE
M E G A L U G DETAILS
FOR USE ON PVC PIPE SEE DETAIL=
MADE IN THE USA NOT TO SCALE BENDS
MEGA -LUGS
y I AREA FOR
PLUG
TEE WITH PLUG
AREA FOR
W� JITH F
AI
END PLUG
)GE OF
2ENCH
YP.)
,unTrn �enini
,FUSE PIPE F4 O
CROSSING SECTION •�+ 0 �
go
0
CID
1 w
w
NOTES: L
L, 0
1. IF WATERMAIN IS LESS THAN 18" ABOVE SEWER OR R
REUSE C
Cam1�`
0
PIPE AT A CROSSING, THEN CENTER ONE JOINT OF D
D.I.P.
W
*3
Ga
ON CROSSING POINT. `
w
O i
0 a
,FUSE PIPE F4 O
CROSSING SECTION •�+ 0 �
W '�
7) O
U
RICK McCOY JOB NO.
STAFF OF FLORIDA
PROFESSIONAL ENGINEER 13-018
NO. 38725 DATE
July 2014
DES. BY: RMc
DWN. BY: RMc
CHK'D BY:
APP'D BY:
SHEET
nar vauo wirnour 1 0 CF 1 0
sicroarua[ nno oaimnn� anis[o s[n� ,
0
Q)
1 w
w
NOTES: L
L, 0
1. IF WATERMAIN IS LESS THAN 18" ABOVE SEWER OR R
REUSE C
Cam1�`
0
PIPE AT A CROSSING, THEN CENTER ONE JOINT OF D
D.I.P.
`V •
ON CROSSING POINT. `
O i
•�+
2. MAINTAIN 10' MINIMUM SEPARATION BETWEEN PARALLEL W
WATER O
i%
3. DO NOT ENCASE SEWER IN CONCRETE UNLESS SPECIFICALLY �
�Ny [
U) Z
[. u�i
AUTHORIZED. U
Z 0
4. ALL PIPING SHALL CLEAR OTHER CONSTRUCTION BY 6
6"
MINIMUM.
5. DUCTILE IRON PIPE WITHIN 10' OF GAS MAIN SHALL B
BE O
O
POLYETHELYNE ENCASED. F
F 0
0�
W �
PIPING CLEARANCES M
zCC)
NOT TO SCALE W
M z
7) O
U
RICK McCOY JOB NO.
STAFF OF FLORIDA
PROFESSIONAL ENGINEER 13-018
NO. 38725 DATE
July 2014
DES. BY: RMc
DWN. BY: RMc
CHK'D BY:
APP'D BY:
SHEET
nar vauo wirnour 1 0 CF 1 0
sicroarua[ nno oaimnn� anis[o s[n� ,
Exhibit"E"
Engineer's Cost Estimate
Champions Way
Construction Cost Estimate
10/09/14
Below is a summary of the estimated cost to construct Champions Way, a west bound
deceleration lane on Highway 50, a median cut and a left turn lane on Highway 50.
Item Estimated Cost
Site work $456,000.00
Civil Engineering 11,000.00
Survey work 5,000.00
Permits 1,000.00
10"water line to fire hydrant 33,000.00
Relocation of power pole 10,000.00
Relocation of fiber optics and phone 7,000.00
Development fee for project oversight 26,000.00
Total Estimated Project Cost $549,000.00