HomeMy WebLinkAboutItem 11 Arden Park Phase 4A Large Scale Preliminary & Final Site Plan (PSP/FSP); Project No: LS-2018-014Contact Name:
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AGENDA ITEM STAFF REPORT
Meeting Date: February 5, 2019
Item # I I
Reviewed By.
Michael Rumer4_1 Department Director:
407-905-3100/1018 City Manager:
Subject: Arden Park North Phase 4A
Preliminary/Final Subdivision Plan - Project # LS-2018-014
Commission District # 4 — George Oliver III
Background/Summary:
The Arden Park PUD (Planned Unit Development) was originally approved by the City Commission on
November 21, 2006, and amended on February 19, 2013. Arden Park North consists of the northern phases
(2-6) of the PUD. Arden Park North is identified as parcel ID number 04-22-28-0000-00-001 (9421 Clarcona-
Ocoee Road) located on the north side of Clarcona-Ocoee Road and situated between Hobson Road and
Ingram Road. Arden Park North is approximately 308 acres of which 54.44 acres are identified as
wetlands/Lake Sims. Arden Park North Phase 4A includes 90 single-family lots. The subject site is currently
undeveloped with mostly planted pine trees. The Future Land Use Map designates the property as "Low
Density Residential", with an area around Lake Sims designated as "Conservation/Floodplains". The table
below references the future land uses, zoning classifications and existing land use of the surrounding parcels:
Direction
JPA Future Land Use
Jurisdiction/ Zoning
Existing Land Use
Classification
North
Low Density Residential,
City of Ocoee / Planned
Undeveloped northern Phases of the
Conservation/Flood lains
Unit Development "PUD"
Arden Park PUD / Lake Sims
East
Low Density Residential
City of Ocoee / Planned
Vacant Undeveloped Properties
Unit Development "PUD"
Oak Trail Reserve PUD
South
Low Density Residential
City of Ocoee / Planned
Phase 1 of the Arden Park PUD
Unit Develo ment "PUD"
Arden Park South
West
Low Density Residential
Orange County /
Single -Family Residential /
Agriculture "A-1"
Assisted Living Facility Joan's Villa
The Arden Park North Phase 4A Preliminary/Final Subdivision Plan (PSP/FSP) is consistent with the
Comprehensive Plan, the Land Development Code (LDC), and the requirements of the Arden Park PUD.
Phase 4A and 46, along with Phase 5 are being reviewed for approval. Phase 4B and 5 will be brought forth
in the next few months.
DISCUSSION:
The Arden Park North Phase 4A (PSP/FSP) is a residential subdivision that proposes a total of 90 single-
family residential lots. The minimum residential lot standards are from 45 feet by 120 feet, 55 feet by 120 feet
and 65 feet by 120 feet. All corner lots in the development lots will be required to maintain a 20-foot setback
from the side streets.
All streets in Arden Park North will be private, with the road network contained in tracts that will be owned and
maintained by the homeowner's association. Phase 4A of the Arden Park North will have one main access
point until the later phases develop. The main access point will be located on the southern portion of the
property that is adjacent to Clarcona-Ocoee Road. Accordingly, this access point will line up with the main
access point of the existing Arden Park South (Arden Park PUD Phase 1) subdivision.
The Arden Park North Phase 4A PSP/FSP proposes a 6' high cementitious (or precast) wall system with
pedestrian access and associated buffer plantings along the portions of the development that front Ingram
Road. The wall will be provided in tracts that will be owned and maintained by the homeowner's association.
Along the northern property line, a wall and fence will be used.
Minor wetland impacts are proposed. The original PUD proposed a road to cut through the wetlands. The
Preliminary/Final plan as provided moves the road out of the wetland. The wetlands and upland buffers will be
preserved via a conservation easement dedicated to the City of Ocoee and SJRWMD.
The Applicant has proposed an onsite mitigation program which includes providing an enhancement plan for
the wetland and floodplain areas around Lake Sims. An assessment of this area indicates areas of
invasive/exotic vegetation within the wetland and floodplain areas of the lake. This plan details the removal of
all invasive vegetation, and details replacement of such vegetation types. A maintenance program is
proposed for the enhanced wetland and floodplain areas to ensure that these areas are free from
invasive/exotic vegetation.
Potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid
waste services, reclaimed water, police and fire protection. Finally, the Applicant has requested no waivers
from the Land Development Code for this project phase.
Issue:
Should the Honorable Mayor and City Commission approve the Preliminary/Final Subdivision Plan for Arden
Park North Phase 4A?
Development Review Committee Recommendation:
The Development Review Committee (DRC) met on January 2, 2019, and reviewed the Preliminary/Final
Subdivision Plan for Arden Park North Phase 4A. The DRC voted unanimously to recommend approval of the
Preliminary/Final Subdivision Plan, subject to the resolution of any remaining staff comments.
Planning & Zoning Commission Recommendation:
The Planning and Zoning Commission reviewed the proposed Preliminary/Final Subdivision Plan for Arden
Park North Phase 4A on January 8, 2019. City Staff presented a brief summary and overview of the
requested Preliminary/Final Subdivision Plan. After finishing its deliberations, the Planning & Zoning
Commission voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to
resolving any remaining staff comments before the City Commission meeting.
Staff Recommendation:
Based on the recommendation of the DRC and Planning & Zoning Commission, Staff recommends that the
City Commission approve the Preliminary/Final Subdivision Plan for Arden Park North Phase 4A, subject to
resolving the remaining attached staff comments.
Attachments:
Location Map;
Aerial Map;
Zoning Map;
Preliminary/Final Subdivision Plan for Arden Park North Phase 4A.
Financial Impact:
None
Type of Item : (please mark with an x )
X Public Hearing
Ordinance First Reading
Ordinance Second Reading
Resolution
X Commission Approval
Discussion & Direction
Original Document/Contract Attached for Execution by City Clerk
Original Document/Contract Held by Department for Execution
For Clerk's Dept Use:
Consent Agenda
Public Hearing
Regular Agenda
Reviewed by City Attorney N/A
Reviewed by Finance Dept. X N/A
Reviewed by I- N/A
Location Map
Arden Park Phase 4A
Preliminary/Final Subdivision Plan
arcon
Aerial
Arden Park Phase 4A
W. 19 f -77w,
p
4,1
POMS 1 AND 2 ANO ➢MrnS A ANO B ARE ALSO OESTSI AS MLONS
ARDEN I',4b:Ii N(DP'I'II
PHASE 4A
CITY OF OCOEF, FLORIDA
INDEX OF SHEETS
SHEET NO.
PLAN ID
ISSUE DAIS
REV! NO,
REV, DATE
SHEET NAME
I
COV
09126118
COVER SHEET
2
1 of 1
BODNDARY & TOPOGRAPHIC SURVEY
3
SY-1
SWOOLS AND ABBRENARONS
4
NT-1
GENERAL NOTES
5
OV-1
OVERALL SIZE PLAN
6
ST-1
SITE PLAN
2
ST-2
SITE PLAN
6
UT-1
U11UTY PLAN
9
UT-2
UTILITY PLAN
10
AT-1
UTILITY ASSET PLAN & TABLES
if
DR-1
DRAINAGE PLAN
12
OR-2
DRAINAGE PLAN
13
6R-1
GRADING PLAN
14
GR-2
GRADING PLAN
15
EC-1
EROSION CLNTROL PLAN
16
PP-1
PLAN AND PROFILE
17
PP-2
PLAN AND PROFILE
16
PP-3
PLAN AND PROFILE
19
PP-4
PLAN AND PROFILE
20
DT-I
CONSMUCIILW DETAILS
21
OT-2
CTNISTRUCRQN DETAILS
22
DT-3
CUItAIMUCDON DETAILS
23
DT-4
CONSTRUCDON DETAILS
24
0-1
CITY OF OCOEE STANDARD D£TAIDS
25
C0-2
CITY OF OCOEE STANDARD DETAILS
26
0-3
MANSE COUNTY STANDARD DETAILS
27
DO
ORANGE COUNTY STANDARD DETAILS
18
CO-5
ORANGE DAINTY STANDARD DETAILS
t
11
MAITLAND, FLORIDA
PHONE: 1 •% • /
MADDEN
CIVIL i
431 E. HORATIO AVENUE, SUITE 260
MAITLAND, FLORIDA 32751
PHONE (407) 629-8330
FAX (407) 629-8336
PROJECT TEAM MEMBERS:
APPLICANT
ENGWEER:
LENNAR HAIL$ LLC
AOOEIL MIISoIFAO, A' SILWE$ IHC
TJM MA1. CENTER'RW l SAIL` 1.Of
E H0RAW AVENUE. 6UII£ 260
NZOI0, IIM1 A JTJ31
PHLWE (407) 643-650J
. SA,I0Rd Nm.
MA/R.WG, R M751
%/QVL (40)) 61D-BJJO
BBELWHANq/AGOEN-ENG OW
UTILITY PROVIDERS:
WATER
WABTEWATER:
PUNSE DAINTY URI/RES
4ILt L LIN W U"IlES
91W CURRY FCRO ROAD. J90 nIXq
91M CURRY FO ROAD. JRO NO
pPLAIIOO, a 12925
d41AII.,, n 12625
PHP4F (402) 264-PW
PNP4E: 001) 251-9B50
SURVEYOR: ENWR0NMENTAI: PHONE CABLE
ALIEN @ CWPANY &0-. LIMISIKNNG INL CENNRY I/IlM SPECTRUM
1,1 E P(ANF SMEEF 50T5 FAST sm. SIRLET ATM: ASY BRITRAN AMi. MAEEY 0SWOSWY
MINTER CA., FL T2AS7 ORON00. R MI. (SST) TT6-1410 I O]f 5]T-&511
PHIXK.' (D0S 650-SJ55 MdIE.' I101 894-3969 .VY.6RI1 RANIX MM WNKSW IRALEY.OWOSIDYPdIARI£R.LbA
JMBALI()I-LW➢ANY.LgM SRlEW10-IEYHCLWSUL R.44 LO.V
GEOTECHMCAL
lffi"SAL M.NEININC ScIlM.
JU2 NAME OWLN II
.AN00 R J2All
PHONE (401).-SW4
GRABLNSWNIKRSALpILIIIfLAM'GCW
POWER: GAS
WNE OVERLY ME AP KA NAMRAL CAS DISTRICT
ATRI.' MMANEO dlAdlWl MITI
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(10) TIWNE-INCRLY.COII EHDdAffSIXANLYI QRO
A ➢a'Llm al the 1-11, afl Y o11.'. JT I. -Mt, TI S-I.. ImS. TB East a
poRkn .1 the SouM.A It of Sealbn TF r—,,0 TI ..", Rwpa 18 Eosf, mE
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PARCELS i AND 2 AND PARCELS A AND B ARE ALSO DESCRIBED AS FOLLOWS!
NORTH PARCEL
A portion of the Southeast A of Section 32, Township 21 South, Range 2e East, a portion
\ of the Southwest N of Reckon 33, parasol, 21 South, Range 28 East, and o Portion of
the Northwest b( of Section 4, Township 22 South, Range 28 East, Orange County, Florida,
lacing more particularly deserlbatl as follows:
COMMENCING at I4. North n corner of h 89'3 4 Township 22 South, Range f heeq
COrangeOMMENCING
County, Florida; thence fan South coon S4'Yle Wn along the South,
n e of the
Northwest M of sold Secllon 4, for a distance of 5.37 feet to a point on the West
f person Rood. also bein
arting
rywhownt irerth Ire irun sal along the West pavement Milne PUNT
Nelson F Road the Gfolowing co. Trades urses and
Itl
dicfanc.c: fan South 00'3627'Wesh along sold Wes! Pavement pro. far o distance of
r
3' cos a sold West av m of Ilia for a distance
r
of 10 fee, Uanca rvn South 00025 E t, long v e e
of f9.38 feel; fiance t on 00'1333'ro o along said West pavement The, fora dielance
(\ of 4Sout leat to a point al me East East
el the Northwest el }( of 3cold5,1 Section 4; Ihence
ran South Rather, Tight of We along sold Eae! Iing fn a dlslance of ed,I9 feet to a paint on
he
�� - --' —� ----- facts dedInnchll Records Book Pro West 613, Page Orangeprop,
Hof nd the the Public !Boosted of Wang. oCount,,,
having a radio, of
Florida, sold point.r alga hall coo oSo n curve. A.I.address Northwesterly, h o
fact; t0 feel, o chord bearing f South Jnew of 'Wto aumtl a bard distance f 1241.34
of
-� feel; !hence run cordon
amid. along the arc of sold c e and sold Northerly rign of way
line, through o central angle el 282233'for , Than, arc dotonce of ly Tight feet o Ina paina
-- �`- of tangency, thence a Sate poin:3'of amen oo sold curve,
concave
rveM1t r way Ilnq far a
distance of 7I6.49 feet to the point i curvature f c curve, CO a S.uthmadis a he of
7.23 et VDL20 feel, a chad bearing of sold
na,andhold and a chard distance of
pro, through
feet; thence run Southwesterly 25-rly along ealtl Curve, ontl said Northerly right of way
Bne, through o central not of 25'4308-Wh , arc tllaid No th ]y nigh feet: !hence
deporting old carve, fan NOrlh 60an the !West along said Northerly right of way Ton,Section
for o
tllstance PI 20.58 feet to a point an Ina y I Ilia of North
Northwest A of arid Radian 4;
e de M of we Ilne run North 02 hed 249'Eas! rod a West
of
Ihenc paring sold Narthetly rig y ,
mo Nor fee! 34 the Narihwer caner of Bald Bastian 4; Scathed.
deporting cold 2,T line.
n South,
Range 28 En along the Soutdistance
One of the fast
to .t of OI Section 32 Township
21 South, am R 26 Easi, .l a dlslance of point 5 feet to a point an the East p�vemenl
�,. line of Ingram ftaaa radius
opoint had being a point en in not Northe 11
�� r Eaatof distance
a radius I t; the feet, Northerly
bearing of a are of wild
and o
Ehortl dlslance of , through
teal; thence fan Nortn 3V along the are of said curve ontl cold
East povemenf line, thhngh a central angle of t gymeatar an ore d Toros of f 1 45 feel;
Ihence run North orth 001938- along l Id sold ppa mane en for a distance of 124.]i
A n leaf; hence run North 0North 0'33 along sold Eaa( pavement fie, fora , Ponce .f
1 \ 100.2e fee\; Thence run North North
001TEaat, along eaitl East povemenf line, far a distance
of area feet; thence r North OOYrth 01 eel, along said East pavement Tine, for e
dlslance of f 93, feat: thence ran North h 000333o W, along sold cold
E pavement Bra, ter
a dlslance of 93.6 Del; thence run North North
003'West, along acrid old! pavement ens,
.- pro,
a distance die of 101.50 feat Ihence fan Norh North
0 -47C4- along said said pavement
Ilse, fora distance of IOOJJ fee4 Ihence run ench en North 001 along sold East
d,
pavement line, for o distance of 99.45 02.4 Trench men North North OD'075 east said
East Pavement line, for o distance of at 3 feet; thence fan North ...ac ion of, .nag
r
said East pavement line, for O distance of he N feel to o point of letapprouion of sold
r a Eas\ pavement Ilse with the South fine of the North I30 feet of the Southeast A of the
580127- }9 of sold Section South
thence deporting cold East pavement line, rvn the
- Faster, Tights t do,.. sand South .. faro d dencecor of in Of leaf e a point on the
TESTetlI right of way line of Ingram Road, cos recorded m Ofg<Ial Records Book South
J, Page
I I- loot of the Public Records he Orange County, Florida; thence deporting cold of 15 I9.9 run
North GET .lot Wasp along the said EtheeNy right Northeast way line, fora tllstance of d Scott
feel 1a a point on the North lineed, ri tfie fwaRod M of the Southeast8929-48 M t. said Secllon
NorIhence a, a disc Ue of128y 29hf of toy One. fan North r of sold Sel, along the sold
North line, for o distance of ectlon9 feel to the East u corner of auto Section 32, Cleo
being the West tamer of Secllon 33, Township 21 South. Range sold
Sett! Inence run
South 89'O'33'8.18 along the Drum Nort ens o1 the Southwest t of sold Section 33, for a
dlalonce DI 2886.19 feet to New Northeeet corner of the Southwest 5 of Bald Secllon 3J:
thence deporting said North nine, ran South 00'04'4e-Was!, along the East line of the
Southwest 'A of onto Section 33. for a distance of 1408.86 feet to a point an the North
r line of the Southeast R of the Southweat R of sold section 33; Ihence deporting hold East
line. run North 89-5210-West along the North line of the Southeast N of the Southwest $
of auto Section 33, for a distance of 30.00 feet to r point on the West right of wry line
of Hobson Road, as recorded in Oficlol Records Book 1956. Page 664 of the Public
~ o 0 Wool,
cl of said County, Flf Way
ihenc departing a Id North Its.. eon South 00'0a th
West along sold West high\ of way fine, for a distance of Such> feet to g point On Ina
Sour r
said Ilse of the Southeast k of the Southwest 'F , sold onto Sn 33; thence deporting
of 24.BJt feat Ito ofway
POINT Oline F BEGINNING. North 254'EosC ol0ng sold SOulh IIns, tar a tllalonce
\ Containing 309.38 acres, more or Idea.
words
�- SURVEYOR'S NOTES:
- There may be e.rcmant, and reamafore of mooed md/or Private agreements
not famished to thle eu,e.ror oh shown on this boards,, survey that may
aBeat properly rI,hta and/er fond Led rights of the oubjecl property.
There may be enNronmenol leaned ontl/0r the, matters regulated by wd,sch
Deportment, of FederaSt
ate oGovernmentsm le or Local Governments affecting e subject
� pshown net shown . this .wvey.
This Survey was performed for the sold and exdueive benefit of the critics
listed hereon and shall not be relied upon by any other entity or Individual
whom.Oa yen.
Role Survey Is net valid without the signature and original raised deal of a
.. Florida licensed surveyor and mapper.
GRAPHIC SCALE ,. iris e9rr"nd umlluyeshows Ithese 0have9 new
undna arkinlea, paid ahead
dnend is
not respo elope for inmeamle and/org po,dlbla utilities not drown.
m Subject y aPerly shown renown 1. In zone 'C', once. determined to be
( Of rtef outcide fne 500 year noadpmm add In zone AE having o base Rood
elevation as follow : Lake Sims, 86 feet ordInsurance ing to Flood Inc ante
I Wen - sae K Rate Mop panel number 12095CO21D E mop Gdate 12-05-2000.
® r Elevations Ghcwn hereon are based on Waage County vertical datum,
en bchmark number R-207-002 described as railroad spike act In the
West face of a pewerpole (no number) on the East old, of Hobson Brawl
575 feel North of Clarcom-Ocdn Road, having an elevation of 90156
feet. (NGVD 1929)
1420 EAST ROBINSON STREET
ORLANDO, FLORIDA 32801
(407) 1597-1443
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ABBREVIATIONS EXISTING SYMBOLS PROPOSED SYMBOLS
A E P LINES LINES STORM DRAIN
A AREA Ph° EAANE µ° FNT R pC 1-1 CE CVPVANRE
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AE9mlOs CEMoIi PIPE R PARRIED nWfl ITT FORT WE uxF 100 LF STS 24 HOPE ®0,20% , s,nP zso
eoTL AT01nREA EG RN µER ARE
PPB pa'. OR PEaxx xT _ _ 24 NICN ENE PI
ACT A.. BADLY 1RAfi1C M TYRE HMRµ, Pw PURN ON JdNi ---- ° ---' ° --- N1RE FENCE 111 CONTOURS POLYETHELENE PIPE TY B 0.20R Mal land, FlorM° 32J51
AL AWubMN Pal Fvaxm AN. IxsiASE. PP I. FsLL t ~Alm^ ""`"` CONSERVATION ( )
ALT ALTERNATE a. Fl°URE PR PNOHE Pizm SETBACK 90J 629-8]JD
AV R60RE , EN IT.N. PRO IIINT S °F PE1£ASE <VRVANPE
- - - - - - - - UNDERDRAIN B' HDPE PIPE
ANv AMPERES) EN
TWO PRESS IMINCRE -- "- CHAIN LINK FENCE ��- ... _�� jT �� gNlAOAD TRACKS
AtP APPROPRIATE R 'GOT LIN[ PER, PRw.a - - - - - CENTER LINE
µV Al. PEIIAEE VALYC HE "Wq PR°P ARE, OF '^�- �� '��- DRAINAGE FLOW DIRECTION
µW AW gELEAEE VANUY VALVE aX FI ENE PRK INUP Ci PEVFASE VEPIICAL WRVS 4q5 --- GAS MAIN
ANPR ASPNAEi "Da, Psi PWNos Pm E°UASE FOCr WOOD FENCE /P -
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LONWF aA OA9 MAIN CPA ROAD CIXJIF. PPE ARON R/V) FOOT INLET TYPE 4 J1r
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as VAR'No UP. cA. Pµ OF I'.. TELEPHONE V
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OPO WND/GRADE PEW PEI.A -L
C OSP OALVAxIEET sRa PRE REV RENSE/RENRox CABLE RLENSION FOOT INLET TYPED Q
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C0.1ENi I i-OF-WAY
01° FEEL HB H HOSE PIW P{MI PNSE WARP N �v //yy OUR S SANITARY RETAINING WALL MITERED ENO SECTION LL
KS CUBIC OR PER SEC°NO POPE Hi44 OEN TY Pa.Y a.,
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tlA Ox.. NPWNFNi AY HILtlIWAY SECT sECn0.V
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GENERAL NOTES:
FAVL ME TY NA 19 OOMMOD TES A SPROE B]CAYWE PE NANACEMfNT
MEAREE TN ACCMIMWARO TOLE PPC4FRtt. ME PCND IS
STAND BI ACLUPOANR 'MTI ME tltt OF OCCfE IRO BJR%4B
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WTpN ACNE IE (O RE = EIF E P Ni )EtEPMWED)MO ZWE 4
3 WA1FA ANO SEWER SEPNCE WLL BE PPONOED BY pUNEE COUNTY.
A REIXNMM WATER 3ANCE WLL BE PRONaD BY EN V OC
5. FINE PROTECTION WAL BE PRONOM BY aTY OF SEEM FIRE AND
RESCUE.
A. PEUM PROTEMPM "m BE PRONDTD BY DIY R BG1fE MEE
SWANNERY
] ACCESS TO BE SOME WILL BE NA CWUO.NA-EFE ROAD, AND
FUNRE NLAAXE ROAD REMOADN
B 1NE PROOECT R000E Ml BE PUSUELY O"m AND MAINTAINED BY
ME aTY OF OGEE ME ROM WiU. BE WNSTRUCTED gN195TENT
A M ME ptt w MAEE STMOMB AND WM BE OMICAIEO N
ME att AT ME TONE OF FINAL PUT.
0. COMMON OM RACE. RECREATIIXI AREA AND UNOSCAPE SURTERE
WLL BE OµMMU AND MAINEWED BY ME NCMEOWNERE ASSOaATCN.
10. 'NAL DEHLENfNT ORDERS at PETMIIS MAY BE ISSUED ONLY UPON
SITE DATA
I. PANES. ID NUMBER
04-22-20-DOD}W-001
2 LAND USE CITY E EEE
tow -DENSITY RESIDENT&
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4. UNIT TTE
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S0IL4 LEGEND
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SOURCE: USGS SOILS SURVEY. M'NPAL RESOURCE
CONEERVATON SERACE - OIUNGE COUNTY. ROOM 2017
TRACT
USAGE
TRACT TABLE
OWNFPSHw
MAINTENANCE
AREA.
A
NBUC RmT-0E-WAY
att W OCOEE
CRY CT OCCF£
V.N AG (10.079)
B
WOSCAPE BUFFER
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N.O.A
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C
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D
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N.O.A
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E
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N.O.A
0.14 AG (O.v6.Y)
F
OPEN SPACE
A.
N.O.A
O.EO AG (4.O,06)
RANX FAMILY WIS
TOTAL SOLE M.
14.]D AG (80.WX)
OS6 AC. (1.0.)
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ANE W" Oi T.. P.
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L
CIVIL ENGINEERS
431 E. H.,.U. Avenue
NO. 260
NOIIIad, no,wa 32161
• 1
1
1
1
1
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RADIUS
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AGE vALM
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BN• •'
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4N> REf1ECTO IZED RED PANEL '.
431 E. HOmIo Avenue
/`�T aareB' PROVIDE 6"ID a"SETBACK SURe 260
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$ EDGE OF DETECTABLE
fr % GOIDUS FELLOW WARNING INSTALLATION TO
�' m (MNERE NO.. MATCH RADIUS OF CURB.
ON
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PLAY VIEW net uorm 20-4 (10-D SO
IxrwATY G. Eldl
21 w�I MING CRADE STOP
320 END OF ROADWAY MARKERS SIGN FOR INTERNAL SGRANGE (n
3oa RAMPS FOR PEDESTRIAN TRAFFIC _ `TCP 11 , -1 11 J W
N.T.S.
N.T.S. .•. 0 Q
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PLAN ® V
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GOUPAcjEO saamnDE ail. cm wn A B O R a A, tom m rlm. Nk� l do tO CURB RAOiUs DETAIL
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DETAIL Q
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1- A sa "- as 4 R `�i Exp. Joint And Curb Ramp with Detectable Warnings
vea uv am AAa wuv Preformed Joint Filler m...reaI'm.I AII ..,D ..',I .-m.D 1. -nmID— DAIlIAD A, am —I, IAII.
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N.T.S. y
6
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t TRICK
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SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES
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zoo STRUCTURE BOTTOMS TYPE J AND P�
N.T.S.
NOTES (FRAMES, AND COVER)
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ae'lmp:n
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SECTOR
r. c:mTyi°Pi.E ,row 1. z. 3, a 4
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TYPE 9-T (TRAFflO) (H-20)
i'al o u
Na 4 Ceone I
PRECAST CWCENTRIC Colo
l,
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o e Yob. ,Ti b
IN OR CONCRETE
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MANHOLE TOPS
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aul
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none -loll
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un rn wmP e.nm: la e. Fwaad F tn..wo-en mB
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SUMP BOTTOM
Bono" WEw �, SI IPPI FMFNTARY OFTAII S FOR MANHOI F6 Amn INI FTS
rca a•1. � z 'l Lj
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TYPE C PLAN
Approx. WeIgM R35 Ide.
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TYPE C TYPE C
,I�„ a �3'� n m m u•aaum PA. sae:
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STEEL GRATE
GENERAL NOTES
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STRUCTURE BOTTOM FOR INLETS TYPE C ''.ll•a°°•wn.aWF.1.nw b°,o. 1.wm Pbaw.
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zszc F.D.O.T. TYPE C INLET
N.T.S.
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CIVIL ENGINEERS
431 E. H.-B. Avenue
Son. 260
NYlllona IT Ida 32751
(4.] $29-8310
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TYPE H
Rwvnmm,ed wo. Pm P<. >Nn
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mewx°urtl`me auv N�i rwepp'lo an:wMitlwllk woe v. wl lu: nelwlAe ne POW.w
b mae unkd b my neoy Mex Iwaa
1 Igde eWjxl to A.
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232H P•D.O.T. TYPE H INLET
N.T.S.
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- N.T.S.
CAST IRON wvER
SRII CDVEA �w n1
FRAAPc � ANgiOR DETAIL.
IP
CIVIL ENGINEERS
431 E. Homtlo Avenue
SXR4 260
VOW-d ITo ldo 32751
(407) 629 8350
IAI
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. PARKWAY
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IN BE SWNC(➢ iRW 100E APPfl04EB 31/PPIIfR.
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EABLMMI
L
CIVIL ENGINEERS
431 E. NomUo Avenue
260
Mal(407) 62r-8 34J51
(40)) 629-8330
Right-of-Vlay too
7r
Orl l Crown Iranch B0 Foisting Cm
(nlmmro' tl Train
ra VanezldiM1
3" In. {�
PVC/HDPE Restraint Table
Minimum Length (fT) to be Restrained
on each side of Fitting(s)
Fittings
Pipe Sfza
4"
6"
8"
10"
12"
16"
90' Bend
18
24
32
1 38
1 44
55
45Bend
10
10
73
16
1 18
1 23
22 1/2' Bend
10
10
10
10
1 10
11
11 I/a' Band
m
to
10#'1
Plug or
Branch of Tee
30
4/
J64481
98
Bored on Pipa Ola.
FINShed Grade
Early W.Imng Existing Grade
Tara
Tracing F I• Maximum
as
CIVIL ENGINEERS
431 E. Hurdle Avenue
.
Sidle 260
Maitland,
Clean Fit
Florida 32251
(407) 620-8330
PIP. \ \ v \ \ \ )
g
Q
12 (lyp)
Cross
Rack Baddlo + ad
Section
/�plo Third)
(Sea Notes 2 and a
J
orb & Culler
NOTES:
/ Tracing 14's
^Reao-mnt
i/ 1" max. ,a
` e,
Roadway
I. ma restraint veaee as mmcmea by me Tama"
ore minimum values. Design engineer shall be exposable
Undisturbed Earth
far can arming Inds conditions, nil make adju.tM.ta
P e ea
®
carenfinal
2. All gttings shall have reached joint. unieae otherwise
D ome er
y
Leaend
Indicated
\ \ \ \ \ \ \ \
�� Y
a See Note 3
W G.L
3. No restraints required If continuous pipe length to fitting
W
(1) Drlvew.. appmoch and sidewalk 6" Thick - fit' =
is greater than value provided In Restraint Table" above.
3,000 Del O 20 dogs, V x 6" wire mesh
4. More two or more fittings are laid In -Ilse, use greatest
NOTES.
0 p
® Sidewalk: 4" Thick - fa' = 3,000 O 28 days
oestralnl length for coverage.
5. For M-lino valves and through mn of leas: tutelde limits
Tmnsverse
1. Pipe bedding material and trench bockfll shell be select
/ 1
Dsl
poor board
of ...Reload joints from other pilings need net be
Section
common (clean) RII compacted to 95% (98% in roadway) of
® Expansion Joint bituminous moterel 1/2•
restmined Miss. otherwise indicated,
the maximum density as per AASHTO T-180.
thick and lug depth
8. Lenglbe shown In the table hove been coiculatad In
°ihmsl
NOTES:
2. Contractor shall install crushed rock (or aqulvalent
W
Q Conafmallan Joint tooled, dummy or sawed (1^ tleplo
accordance with the procedures outlined in
Droce
bedding molerl, where pipe bedding does not provide solid
spacing equal width of sidewalk)
Restraint Design for Oug a Iron Pipe as published bySupport
pIPRA, with the fallowing assumptions:
I. All pipe Shall Include the of pia copper tradn9 wire
Itll ng ar plastic), Depth of mLteriol shall be a
to
Z
capable of cable locating
by cable locating equipment.
ent.
onch(Ne
minimum of or a. needed, blonde non-5 aiding
shall
M1 able Transition Flair 3. - Curb shall be dropped If
4 reach
® Approac n(abla
luau
Working Pressure: 150 PSI
2. Tracing wire shall be buried directly above Me transverse centerline of the
r. shall
support for the pipe. All unsuitable malarial boll be
he
r mo from pipe batlding unless .pedal provisions or
1/�''
Nolen.
Solt , Condition SO (Silt Sand, Sand-SAl Mix,
y )
Loying Condition.: N: 5
Pipe,
3, of the locating wRe hall be such that wire an be accessed
ed
pp d by the
_
® O
dulls, equlo .
assessing 0e who in o valve void( or blow -off box. Wire
J, h al
french Idlo al pipe haunch hall be auto,
size
V
Curb shall be drooped through with-mountable
]. Far pipe sizes not In the Restraint Tama pipe
IT recoiled extend tY Inimum above ,atoned grade,
la required to
In far
in size for haunch sideof pipe but
Than es no gn 24'
a each side of for less than
/r o
L.L
drivew y for nonn
each tl of driveway for n-mountabb
motarlal not atlh to given
given conditions, engineer
gi
g
and by
4. Unless approved by the City, early warning lope IndlcaUng the type of pipe
eholl be r
pipe pipes
pipes
ter ,.)
diameter (24" far pipes In diameter greater.)
curb.transitions
curb.
All wooden slakes used In form work to have 2' or
and e l s
shall determine and specify pipe lengths whldh shall be
approved by the City.
qulred.
5. All drift pipe shml have locating wire attached to the top of pipe
l24'te
4. Water shall not be permitted In trench Ilne during
line
more of concrete cover.
shall ema
aidshallls an thethe pink
1pipe
s.
cPIP.
6. eaoMce lines shall have locating wine placef d an the as described In
5. thMrstraefie Shall be Installed with bell fitting fadnq upgmde.
City of Ocoee detail UT405 "Utility Service Connector'
6. Gravity sewer shall have a 6" minimum rock bad,
Dr'vewov Approach Detail
PVC/HDPE Restraint Table
Plus L t' W' D t 'I
Pipe Gadding and Trench Dotal
p
a agi
N,T.S. news rwoos
N.T.S. mea -'Ina
N.T.S. Noes ends
N,T,S. one..1.1
q 5
4'e4'
�a
Product
b
weQ
In
Ws
GurBurnsideLeabneol
Volv.1
Bush w0°x ad Cover B,
Bush Ith gobbed
�
Finished (An
,r,;f:
Be.aln color hosed
p
p
g mdetl
pwX (tpe) YaM (Irow)
j
t
N'I
'
1
Premoldetl
Plastic asl Iron frame
and cover
See Nole 2, for
tattering size and
t .-
Base/Suba°Ile
Joint Filler
pip PI 1" " VOIye
(ARV/COmbo)
orlanlatlon
PIPE LETTERING NGTEG:
2" Nipple ( " Pore with
4' x 4^ N loll
l
:f threaded PIu9
1, Lettering shall be the American \Velar Works Association.
g s ° per
with bronze
precmt th b,
g shall a minimum of J/b° in height and shall be be
2. Ling
Is!
Vnive In Pavement disc set Is grwl
2" Shut Off
u
(Lens up when the pipe Is Installed
the
Alan N.T.S.
Gale Valve
J. Lettering moat be sanctimonyanynlly Imbedded Into the DIDo/main, not
painted or sd
4. Lettering shall llbe
e of contrasting cdor to pipe/main color.
3' OIa, erwze Died
anchored In comet. Pad.
" x is"
3"
e Bar IB' Ol"" with
2' minimum concrete
Tap main Reinforced
required Servlco s°dill °g' °t0
lAarksna
L
Pipes/Mains Separation
Requirement Table
Potable
R,dI.N ell
onto, Sew
l0rm Sewer
Horiz.
Vert.
Horiz.
Vert.
Horiz.
Vert.
Hertz.
Vert.
Potable
3'
12"
6'
12^
3'
12"
Reclaimed
3'
12"
3'
12"
3'
12"
Sanitary
Sewer
B.
12"
3'
12"
3'
12'
Storm
Sewer
3'
12"
3'
12"
t kilt 111111/Ir f
�.b3py'.6�
j, yp((/dyy'I
nit2 eYR j.asA
�w kt oltya�e
.�P •, : 04�:j R.
°Neery4`t? °
do Ind
evolve
Bedding go City of Old. ° 9
( atterMdl '
Box and cover
SONY M. Engineering
Standards Board
NOTES;
Y°x (IS.) silo (no.) an (Ibe)
3' OIL, bronze Olee
6 on homed In canczvte
12 pa,.
Size of the main
sx Twe, Type of vulva. \ e 'e: I :
$novice. Water, 4 q ' d' `Y`
t kit icedoimed ar m AN, <'-. e4-
So Nor a:1 v'
DT, & T, Direction to
open and p of
3° 01, 8rosanOlee 3" 0 n Bronze Disc
Valve In Nan -Pavement
Aran N.T.S.
WARNING TAPE NOTES:
1. y the Idenll0callon disc shall be wqulretl for all valves as required
by the City.
2. Valve chaps and size of bronze disc shall be approved by the City.
J. Valve collar shall be 2ot a 24° x 6" far bronze died applications,
anJ 18' x I, rc rotor el other loco 2.5 minlmum O 28 days.
4. Concrete for pan.hall r fall of even with
5. valve box lap and collar shill be even with sod, with grading
- EN Acting or
APPJlssllm Proposed Grade
Cast Iran
2. Verve Budpose
pipes 2, Shot Off
Cole Valve
Ito E lenalon
so' FIv{Inq
gip Fll. 2•
Penetration Covplin Ulllit Flo
Shall be Croul Y
Seated Offset Ao°IluDd on
sorts:
1. Above Run b bosom Ln 2' aombO wo ab/vwcoud loss.. olve change
pipe and 0tgnet occwWnpy far aq:w wive athe and type., Valve cono.tlo to be
Tho oflnam by the aaglnear and p.,proved by the illy bola 10 ell beall°n.
tram la IpNe to 6nlshatl tle shell De 4.0 teat
2. pre minimum and
3. AB fillings and otex for the e6°iI ba brava. g o
9. Rock beddFg anon extend vet 6' bayona vest! 1°°IN0 and be o mMlmum 01
S^ this,
Diameter = 2to 4"
w" Tape centered along the lop half of pipe,
I. The table represents toe minimum separation requirements as
described In ED.EP, Mee of the Florida Administratoplarnarte s Coda
62-55494 n newly These m utility an raquirem¢nls shall
apply between newly proposed utility Imes and .xlaling or
2, proposed
the famous. In of this table, reclaimed water shall mean
unrestricted7-. Otherbite es of sreuse redelmed war as ster, not descent
treatedFto Cubllc
levels hot be considered raw sewage and the p
Sol list far corpora Bawer shall apply.
3. AlRocaUx. water such a union cuter used far Irrigation,
aholl be considered reclaimed water for eapomtlon
requirements.
4. Pipe parotlon distance provided above snail mean the
horizontal and/or vertical distance measured for the outslde
dimenalon of each pipe/z ln.
5. Concrete encased pips,/mains shall use the eepmatIrm of
D.M
6. More mnimum vertical separation from potable water cannot
f th d hi be achieved, e use oone full length ofcan d lere
th (2f O.I.P.
at the crossing anal In apedpordfissible,th
]. All u01111Co shot be Installed with with of cover aver the lop
of pipe. cover shill be measured with wveni or future
en..fa the J6" coverage,
grodlpg .table
B. No pobme water pipe may pas, through a territory sewer
Panehallon 0reugh alarm a war moat be approved
by the City
by the Clly and le subject to apedol conditions and molarlale.
on
o
5
or
rc
e I now e f rvo a I worry
sox 1 sax con, x I a
uacontact
Diameter 6" to 16"
Two (2) V Topes along both aides of top had of pipe,
V I van • I son I w•ry
pea I von I e sax I a
um" I . vex l o sax 1 .
p
Diameter = 20^ and larger
Theta (3) 6" Tapes °Ions top and bath atlas of top half of pipe,
1Vornina .
N.T.S.
WARNING TAPE NOTES:
I, Tape Color fiall be In accordance with m In I
pe (same) o a /p pe color,
2. Tope lettering shall be at least i" N helghl widhs no greater than 12"
In ep°Ins
J. Warning tope shall extend total length of pipe,
,lam B 16o13
pp{E; 0T. S, B
SCRIF. tl. T. S.
ORA" O By: JAS
ORAVM BM JAG
MPR0vE1l av: BSB
bane6aned over 5'.
fset
6. 011ael choppiloollonB..... and dlelanae ham main to the cooler 01 the a4/wmum
1nIVe mall be approved by the on,
CD-1
Valve Collar Oeta'I
Air Or QQRTp0gtjg0 6fir/V R igo V D t '1
Pip. Idenffcotlon and Warning TO pne Dents l
ai
p'oes/Mns Sea ... hon rem Requ'ent Table
N.T.S. ao.a mlae
N.T.S. °`°
N.T.S. ono film
N.T.S. ono. Inns
Brass corporation
Evisling Gm MXU (FlesNat
Stop (1" Min.) U-BrancM1 DD•
Braes Horn
Meter Box Radio Unit)
d10 THHN Two Angled
Wks (I x 3/4' x
to Match Curb
Use In Color
lul4 d Steps at
In Ends of
-
Gore Stop Upright Ham
IAeler
(See Nate
Dual Check Valve
3)
\ (Potable Water),
IS
Concrete Collag
See Detail UTI07
90Service
` HHCH31-323-NLend
Coll Excess Tracing
Finished
for details
Compression
psuble MelmCrad.
Wire in Box
Curb Slop
Pol th Box and
ens o/����\�
�\��\��\ �� '`
FlungProud,
Ford
Tubing Water Meter
EIn91e IAeler Bax and (Ry CItY)
loop of !resin
ActmHng Nut for ������`KV43-342W-NL
Polleexcess
Water Meter (By City) DoubleMeter
24"—AdJustabee
ofir.nagValve
coal
Ilan b0
C mbefionwire
T�dn
box
Valve box shallAdjustment Rn et o beddingSerWca
/�
/ mck, no( on valve
from Main
Sltle Slnate Meter
Service View wNy
SI gle M ter
010 WN so
folk / ar julp, and shelf
be entered a
P E
( ) ylex 3/4' Bross
omaratlon
a, .,our, Pat.
Meter
AMA Type CC Stopp &
CC FRkings
PIPe/Ma
Re fsPR,'S8 Mae,
Cumandw Meter
fare
�nw viTo Meter/I.. r
Connecllon ( bstitute
#10 Thim Assembly
for Duoi Check Valve.)
Colors to M%
6E�
Service
45' Bervir.,
Polyethylene
Tubing, i' min.
6" Said Bedding
Double Strop
Stainless
Rock
( )
Water I Steal Saddle
NOTES:
T000lna Section
1. All pipe shall be Installed with d 10 THHN solid capper
NOTES:
NOTES:
tracing wire. Their, wire net be installed directly above
Duol Horn Bmea with 90'
the a In a canniness aireult.
P p
1. PVC extensions Shall not u don valve box
Curb Stops, Fore
L All Ilion S .hall be brake with c eeeion- ark joint type connections.
9 p J W
2. wire shall cover all mein, pipe, brooches (Including
2. IDS actuating nut for valves Shall be no deeper
wolves
UV43-a2W-NL
2. tine shall extend or terminate antler 0 driveway.
er terminate
a hydrants)
ore hydronte) and service connections.
than 24' from ultimate 9nished ,ad..
Dual Motor Front
Me end
3. Meter end of service shall terminate with curb slop (90') for single server
3. Tracing win. shall extend . minimum of 12' above grade
3. lenere is than 36" below
Service -��
from Main Ylgn.
and dust hold and curb slaps (90')far dual serNces.
at no uketl Intervals e d o valve lids.
q ^ r
valve nut more grade,
Include
4. Meter end of service shalt terminate 3' peat meter location where aerWca
4. Tracing wire shall be asked and placed In a valve box and
valve assembly shall center spacing guide or
(P.E.)
shod, unless directed otherwise, extend 3' above finished grade tied to s Z'
shall
oof
extension o pprovetl by the City
4" 4' If directed, be buried located
5. Al no.h., serWce Iva tracing
ends of mama pipe, and
a end
NOTES:
x x stoke. serWce connection shall and
end
en
who hall be placed in propery ItleNllletl PVC valve box.
with an 2' x 4' x 4' pointed marker. Stake or marker shall Indicate lolls)
1, Water Service shall be 1" diameter P.E. minimum,
2. SerNce curb atop shall be bullet looked using High
to be served,
5. Concrete curb Shall be marked (stomped or saw -cut) with "W locating
Field Manufacturing Cop Seal qq 93210130, Bullet
service.
Stud 93210140 and Base 93210120.
6. Service connection to the main shop use approved saddle, and lapping of
3. Service extension above finished race shall be no
9
main shall be by a method where a solid coupon Is removed.
more than 2' from back of curb,
y. Services Installed der finished or existing pavement shunt be oireettermly
drilled.
6. Upon approval, direct tap (no saddle) may be used on Ductile Iron Pipe.
9. Service color shall be blue for potable water and parts. (mo9enla) for
reclaimed water.
Tracing Wire Location Detail
Valve Box and Cover DOW
Single Family Res'dance DOW MISirat'on Cecil
Utility (Water & R¢OImR2LServlC. Connect'on Delo'I
N.T.S. arse' vine
N.T.S. asses amed
N.T.S. . m'0T
N.T.S. use. moos
Properly Lined ® Double Service
--- Righl-ol-era, ® Single Service
SNgle Service (typ.)
to
IAaM
G.... ad
Parkway
Stdswalk
Private Servnces Right -of -Way
Line
Dnl&gl Aster Lawul
NOTESI
I. Pipes/moms in this detoll ar for representation purposes only. Refer to
plan or uVity sheets for pipes/main material, size, and configuratlon.
2. For meter configuration, Including fittings and box, sea City of Ocoee Meter
and Meter Box Dust,
3. Unless directed by City, reclaimed and potable meter boxes sholl be
separated by placing the boxes at opposite property [Inc..
4. Mature should be centered in gradead parkway, If possible, offset from
hunt of skuPfilk 2', and each that private service will not cross adjacent
let,
Meter & Service Location I la1
N.T.S. xo<. 'u-
4
CIVIL ENGINEERS
431 E. Horallo Avenue
Suite end
Maitland, Bonds 32151
(407) 620-e330
V
C0
W Q
W CL
® �G
O
u. IL
'O z
V ®(� o
LL o
Q z
O
7�
M
J
�y s
�u4'tw rKa C��r E�S
'�rrN�a'x er°lc o
gqunr ni0'�2 e 5
's �
STANDARDS AND COySTRJGNON SPECIFICATIONS LIANUM,
NOTES:
1, INITIAL BACKFILL SELECT COMMON FILL COMPACTED TO 05%(06%UNDER PAVEMEND OF
THE MAXIMUM DENSITY AS PER MUSTS L160,
2. TRENCH BACKFILL COMMON FILL COMPACTED TO 95%(96%UNDER PAVEMENT) OF THE
MAXIMUM DENSITY AS PER AGHTO T-100.
3. TYPE ABEDUMP
MATERIAL SHALL CONFORM TO FOOT NO, 57 AGGREGATE
4, DI MAX. 12'MN -AN FOR PIPE DIAMETER LESS THAN 24' AND 24- MAX 12'MIN FOR PIPE
DIAMETER SHALL NO LARGER,
5. WATERSHOBEINSBEPERMITTED BEE THETRENCHUPSTREAM TOLEE
DIRECTION
CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE
LOW
T. PIPEBEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER VP TO 12' AND 6' MINIMUM FOR
PIPEDIAMETER O AND LARGER
6. COOKBETBEOR LOW
THE
OF UNITIES BLE SHALLMATERIALDDETERMINE
IN GOVERN EFIELD
DEPTH REQUOED DDING
REMOVAL
ROCK BELOW THE PIPE. UTILITIES SHALL E FOUNNE IN THE FIELD REQUIRED REMOVAL OF
UNSUITABLE MATERIAL IMPROVED
ROVE SUITABLEFOUNDATION.
9. FINAL
LRTIONS OF
GOVERNING
GENCIESS ALLSURFACE
C IN COMPLIANCE VdTHALL APPLICABLE
REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION OF R LMTHILI ORANGE
COUNTY RIGHT-OFSAND WAY SHALL COMPLY WITH CIFICA IONS. OF RAN UTILIZATION
REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.
OPANGE COUNTY STUDIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
AAAMNXA STANDARD DMwINOS GENERAL
DATE. 10-1111 COT GATE VALVE AND BOX FIGURE AIOT
WATER AND RECLAIMED WATER MAINS
SET TOP OF VALVE BOX
DRILL HOLE INBOX TO FINISHED GRADE
3°S}'FROM TOP LOOP WEE NOTE 4)
FINISHED GRADE VALVEBOX PAD
SEE FIGUREA112
COMPACTED SELECT+'`+ gpJU3TARLE SCREW
COMMON FILL TYPE DUCTILE IRON
VALVE BOX
SEE NOTE 2
ALIGNMENT RING
LOCATING WIRE RESILIENTSE0.T
M. J. GATE VALVE
WATER MAIN
OR RECLAIMED
WATERIAAIN
O'FDOT967 VALVE BOX SHALL REST ON
STONE BEGGING ROCK NOT ON VALVE
OR PIPE AND SHALL BE
CENTERED ON OPERATING NUT
NOTES:
I. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOTEE USED ON VALVE BOX
INSTALLATION.
2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WTHIN 3' OFFINISHED GRADE,
3. PROVIDE A PLASTIC DEBRIS SHIFTS/ALIGNMENT RING MACH INSTALLS BELOWTHE
VALVE ACTUATING NET THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE
ACTUATING NUT AND MINIMIZE INFILTRATION.
4. LOCATING WRE STALL BE CONTINECUS WITH NO SPLICES AND SHALL EXTEND 1T ABOVE
TOP OF COLIUM WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.
5. FOR NEW CONSTRUCTION. THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO
ALLOW FOR FUTURE BOX ADJUSTMENTS.
S. REFER TO FIGURE AT I FOR INSTALLATIONS AT A DEPTH OF B' OR GREATER.
ORANGE COUNTY UILITIES
STANDARDS ANOCCNCTRUCTIQN SPECIFICATIONS MANG1.
COMMON
INITIAL
SACKFUL
UNDISTURBED EARTH
(SEE NOTE 3)
NOTES: 1
L INITIAL SACKT L AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 05%(98°b
UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AAUHTO T-160.
2, TRENCH BACKFILL: COMMON FILL COMPACTED TO 95%(95%UNDER PAVEMENT) OF THE
MAXIMUM DENSITY AS PER AASHTO FEET
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
UThIT1ES.
4. IT MAX. U2-MIN.) FOR PIPE DIAMETER LESS THAN 24- AND 24° MAX NT MEN FOR PIPE
DIAMETER 24-AND LARGER,
5, WATER TALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION,
0, ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE
FLOW.
]. FINAL RESTORATION IN IMPROVEO AREAS SHALL HE IN COMPLIANCE WITH ALL
APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION
WITHIN ORANGE COUNTY RIGHT OF WAY SHALL COMPLY NET REQUIREMENTS OF
RIGHT -OF WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION
SPECIFICATIONS.
STMIO EDS AND CONSTRUCTION SPECIFICATIONS MANUAL
ALIGNMENT
RIN
SLIDING
ADJUSTER
NOTE.:
1. FORATMAINSWDEEPORGREATER,
2. FOR MAINS IT IN DIAMETER OR GREATER REGARDLESS OF DEPTH,
ORANGE COUNTY UTILITIES
STANDARDSAHD CONSTRUCTION SPECIFICATIONS MANUAL
DATE. I.N.., II GNI RESTRAINED PIPE TABLE FIGUREA104-1
WATER AND RECLAIM ED WATER MAINS
MINIMUM LENGTH (FT)TO BE RESTRAINED ON EACH SIDE OF FO-TWGN)
TYPE
PIPE SIZE
PVc
DIP
4'
6'
I S"
I 10
12°
16"
20'
1 24'
30'
36-
90° BEND
25
30t56
09
05
T]
69
t05
120
45- BEND
10
15
26
2]
32
3]
44
50
n-12° BEND
5
0
13
13
15
16
21
24
IIdl4° SEND
3
4
S
]
6
91D
12PLUG
OR BRANCH
TEE
53
T4
135
13
1166
104
231
NSOF
G
69
63
9T
116
133
REDUCER
VARIED BY SIZE, TO BE DETERMINED BVTHE
DESIGN ENGINEER.
NOTES:
1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED,
2 INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN
LENGTH SHOWN IN THE TABLE.
3. MERETWO OR MORE FRUNGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH
THAT YIELDS THE LONGEST RESTRAINT DISTANCE,
4, ALL INLINE VALVES SHALL BE RESTRAINED,
5, WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE
PAINTED RED.
S. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE MANN
PROCEDURES OUTLINED IN 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE'
GUIDELINES PUBLISHED BY OIPRA, USING THE ASSUMPTIONS SHOWN BELOW.
WORKINO PRESSURE: !DOPS!
SOILDESIGNATION: SMISANDSILT)
IAYINGCONDITIONS: 3
DEPTH OF COVER: 3 FT
SAFEWFACTOR: U
CONVERSION FACTOR FOR PVC PIPE: 125
THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED
BY SITE-SPECIRC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC,
FOR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF
1.26,
ORANGE COUI4TY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
TOP FLUSH
NTH FINISHED
GRACE
LOCKINGCOVER
VALVE BOX AND
COVER (SQUARE
FOR RECLAIMED
WATER)°'
VALV
AND'
W THICK 2100 PBI
PUT)
--'
PAIN) CONCRETE NTH
RE MR CONTINUOUS
'-IDENTIFICATION DISC
BE NOTE 2)OR 4-THICK
(SEE NOTE t AND
)LYMER MIX MATERIAL
DETAILS BELO"
INSIDE PAVEMENT
OUTSIDEPAVEMENT
LETTERINGTOBE IAA CHINE
NU
ENGRAVED WITH f'TO }'
AFCW
osrze
CAP. LETTERS
RWGV
LM
WATER
L20
I AODKuuPO.r 1111.
2W9
-1
IDENTIFICATION DISC
1L
EXAMPLE
I
O
DIUC TO BE HANGING IN THE BOX
ANCHORED TO THE LOCATING WED.
OUTSIOEPAVEMENT INSIDE PAVEMENT
NOTES.
L BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL
VALVES, EXCEPT HYDRANT VALVES.
2 IN LIEU OF PRECAST CONCRETE PAD. A T THICK X 24- (ROUND OR SQUARE) POURED
CONCRETE PAD WITH TWO REBAR AROUND PERIMETER MAYBE USED.
11 �FTPBOOF
ANCHOR PIN
DISC TO BE EMBEDDED IN PAD
ORANGE COUNTY UTILITIES
STANDARDSNJDCONSTRUCTIOIISPECIFICATIONSMAIIUAL
4' X 4-X 12" STEEL
BEARING PLATE
MET -\
p4 BARS -�
ENCASE TIE RODS IN
1-12'PVC SLEEVE
NOTES:
1. ADDITIONAL REINFORCEMENTS SHALL
BE AS SPECIFIED BY THE ENGINEER.
2. MINIMUM COMPRESSIVE STRENGTH
FOR CONCRETE SHALL BE AM PSI,
3. BEDDING. SACKFILLAND COIAPACTION
SHALL BE AS SPECIFIED ELBEWMERE IN
THE STANDARD DRAWINGS.
4, ALL FORM BOARDS SHALL BE REMOVEt
PRIOR TO BACKFILL.
5, NO ALLOWANCE SHALL BE MADE FOR
FRICTION BETWEEN THE PIPE WALL
AND THE THRUST COLLAR,
6. DESIGN PRESSURE: 150 PSI.
]. REQUIRED FOR LINE STOPS.
TIE RODS RGTM A307 B)
INCLUDING NUTS AND WASHERS
(SEE SCHEDULE BELOW)
SCHEDULE OF DIMENSIONS AND MATERIALS
PIPE
SIZE
DIMENG US TT.)
TIE RODS REDD
INCHES)
p
B
G
D
ON.
NO.
6
2D
20
10
314
2
0
35
26
lO
314
2
10
3.6
JO
10
314
4
12
50
3.0
t0
314
4
16
SO
4.0
16
314
4
20
00
50
13
314
6
24
(T0
SO
15
114
0
ORANGE COUNTY UPLRIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS PAREAL
All"I.M. UARRASH EMAMK s Utrvt14NL
DATE: FebrTRq 11, 2011 UTILITY MAIN MARKER FIGURE Al 13
COLORS FOR DECALS SHALL
MATCH THE MARKER COLOR
(SEE NOTE 2) WtlITE CAP
MUD
G WELD
P L
UII
T P N
I
E E OVERALL
O VIEW
N
CALL
BEFORE
DIGGING
DISTANCE
TO MAIN
GROUND LEVEL
T CONCRETE
6 J "., BASE
1
L.
6
NOTED:
1. MARIKERS EMENT RE ORIN AN IRED BASEMENT NOT UTILITY MINIS LOCATED RIGVER30FEETFROM EDGE OF
PAVEMENT ORIN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY
2, MARKERS SHALL BD PANTOETERSCH. DRIS PVC BLUE WARWATER;GREENFOR
WpRKERS MALL
BE PLACED T ALL DIPURPLE RECFOR TIONAL
CHANGES AND
ER
ATVALVES3. MARKERS VALVES NEAR FIRE
IRE HYDRANTS
DIRADDITINALMARKE SS AT ALL INSTAL EXCEPT
AS
WATERVALVESNEAR FIREHYDRANTS, EN K%RNALMARKERG BHALL E INSTALLED AS
NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOT EXCEED 100E FEET.
4
CIVIL ENGINEERS
431 E H,.U. ASP,.e
Eulle 260
MDitlantl Fl Ida 32701
(407) B29 033E
ORANGE COULITY UHUITP6
TANOARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENDIX STANDARD DT.I.B. GENERAL
DATE F.bmalytt, 2Dn TYPICAL VALVE BOX COVER FIGURE A!10
v...........
v.......... vvv
vv vOGv Ov vvvvvD
By vvvova v0ov0o
BBBv v0v
vvvv ovp
o00v RECLAIMED o
O
O VVO v0vvovv
—TYPIC
AL LOCKING
oDRvvvvvvDo ... eDtrvOO vvv
BBBvvOBy vv
0000
VUGOOD
vv GOOD .....
.000
LIQUID ..00
RECLAIMEOWATER 0 .0..0 v D..
v.00.0ovovo
Bo v DOUOn.ov0
GODUmj
vo
000 ao
0
0a0 oaa
no v OVOOvo 000
o 0Ova0000
0
0...0.
oDooD
0
.GoDoavvov
vavvv...
WASTEWATER
.v00....00.0
0.. coo Ova
0.0 000
oav0....000
..av
DECIDE)
POTABLE WATER
NOTE:
t LOCKING LIES ARE REQUIREMON ALL VALVE BOXES.
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTOR SPECIFICATIONS MANUAL
ENMIXA
STANDARD DRAWINGS
IEINIRDGAl
DATE'. 14, 1120a
NJ TAPPING SLEEVE AND GATE VALVE
FIGUREA121-1
ASSEMBLY FOR WATER AND RECLAIMED WATER
RESTRAINED EX16TINO
MECHANICALJOINT PIPE
SPLIT GLAND
O
TAPPING SLEEVE
NEW PIPE
MJ TAPPING
SLEEVE A
/AL
PLAN
ESILIENTSEAT
RESTRAINED
TAPPING GATE
MECHANICALJOINTiVALVE W/VALVE BO%
SECTION A - A
ORANGE COUNTY UTILITIES
STANDARDS ANDCOUSTRUCTION SPECIFICATIONS MANUAL
FINISHED HEARD
l
//
F
GET
OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO
TOP CENTERLINE OF THE PIPE.
2. LOCATING WHO SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12'
ABOVE TOP OF COLLAR,
3. SAKE INSULATION SHALL BE COLOR COOED FOR THE TYPE OF PIPE BEING INSTALLED.
ORANGE COUNTYUTILI DAS
STANDARDSANO CONSTRUCTION SPECIFICATIONS MANUAL
APPEND.. STANDARD DRAWINGS GENERAL
DATE: Fehm., l 1, TH 1 WATER SAMPLE STATION FIGURE A201
BRASSCORPORATION
STOP
WIN 2' SINGLE BLUE
SERVICELINE
ABOVE GROUND
SAMPLE STATION
GRADE
CURBSTOP
(LOCKING TYPE)
BRASS
CORPORATION
.TOP
MAIN
2" POLYETHYLENE
USING
NOTES'
I A 2 INCH SAMPLE STATION INSTALLED AT THE END OF A CULOF SAC CAN ALSO SERVE
AS A BLOW BEV VALVE MEN BOTH ARE REQUIRED.
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTON SPECIFICATIONS MANUAL
WATER MAINS
HORIZONTAL A VERTICAL EEPARATGN REQUIREMENTS
PROPOSED
POTAtlLE
WATER
RECLAIMED
WATER
WASTEWATER
'GRA NY"I'S
&TOR SEWER
.
UTILITY
HORI].
VEAL
HORI2
VERL
LOSE
VERT
HOAR
VEST
sd12'E'
iz•
a'
1"
3'
WILL.
POTABIEWATFR
I.111
e9
.1
1112'9
11.11,
i
It2 ,
INTEIee
Ile3ImT TExe
3'
B,
12'/ta'WATER
fI
xot6 a
DUE
1 .1
Ioe
x01E2
WASTEWATER
3
3E1
3'12/Ia'
(GRAVITYANDF51)
x E1
C
roT
1�'
i
tp
mE
x0 E2
RIGHTGFwnY
SE
N/A
3•E
N/A
N/A
NIA
NOTES:
1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND
MAINTENANCE THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES
WITH THREE FEET OF COVER. FOR PIPES INSTALLED ATGREATER DEPTHS, PROVIDE AN
ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.
2. THE IS INCH SEPARATION REQUIREMENT APPLIES MEN THE STORM PIPE CROSSES
ABOVE THE OCU MAIN, AND MEN THE STORM PIPE HASA DIAMETER EQUAL TOOR
GREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION 1312 INCHES,
3, THIS SEPARATION REQUIREMENT COMPOES WITH MINIMUM FDEP SEPARATION
REQUIREMENTS OUTLINED IN 62-555.314, FAO. VARIANCES FROM THE FDEP
REQUIREMENTS MUST COMPLY WITH 62 555.314(5). FAD AND MUST BE APPROVED
INDIVIDUALLY BY BOTH FDEP AND CCU,
4, DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.
5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WTH ANY PART OF
SANITARY OR STORM WATER MANHOLE OR STRUCTURE.
ORM,GECOUNTYUTILITIES
SLANVAflOSANO CON6TRVCTION SPECI4ICATIIXJ6 AIANVPI
APPENDXA STANDAROOMWINGS GENERAL
GATE: Febmary II .11 FIRE HYDRANT ASSEMBLY FIGURE A203
EXPANSION FIBER MATERIAL BETWEEN
APPROX)5X 3.5MIN FIXED CONCRETE EDGES GNP)
YTHICKCONCRETE
SHEAR PAO WITH
FIBERMESH 3'TOB
CONCRETE VALVE BOX
SIDEWALK ® CURD
ROAD
S 1Sb a
COMPACTED
BACKFILL DUCTILE IRON CONCRETE
� •d
ANCHORING TEE
DI ANCHORING VALVE(REOUWEDAT
COUPLING ANCHOANGTEE)
FOOT MA STONE (6' MIN)
SIDEWALK SIDEWALK
FIRE HYDRANT _-'=��RANT
ASSEMBLY 00°BEND ASSEMBLY
EDGE OF PAVEMENT EDGE OF PAVEMENF
POTABLE WATERMAIN POTABLE WATERMAIN
STANDARD CONFIGURATION ALTERNATE CONFIGURATION
NOTES:
1. CENTER OF THE FLANGE CONNECTION SHALL BE 5- FROM THE TOP OF THE SLAB.
2, BARREL COLORS: PRIVATE HYDRANTS RED: PUBLIC HYDRANTS -SILVER.
3. BONNET COLORS: TO BE DETERMINED BY FLOW TEST.
ORANOECOUNFYUTRRIES
S iANOAROSPNO CON3TRUCt10N SPECIFICAl WN9 A1ANUAL
APPENDIXA STANDAROORAWING6
LiENEMAL
DATE: Fabmary M, 2011 WATER AND RECLAIMED WATER SERVICES
FIGUREA120
(TYPICAL)
CENTERLINE
a
'
o SIDEWALK MD
o
Ee
G
rt
STAKE
R
) (SEE NOTE 2)
TANDARD ROADWAY
4((SEE
URB
OUR. STOMIN
CURBSTOP
(SEE NOTE
(SEE NOTE 1)
TUBING
CORPORATION
STOP(1YP)
NOTES:
1. CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEEN
SC WALKANOCURB.
2, CONTRACTOR TO LOCATE CURB STOP BY PLACING A T X T SQUARE STAKE
RISING 24-
ABOVE THE GROUND. TOP OF STAKE SHA0. BE PAINTED THE COLOR OF
THE U TIGTY
SERVICE AND LABELED WITH THE LOT NUMBERRA IT SERVES.
CRANGETWNTYUHDTIES
SMUOMDSANDCONSTRUGTIDNSPECIFICATIONSI.ANUAL
APPENDIXA STANDARD DISBANDS GENERAL
DATE: F8bm8ryt1, 2D11 PRECAST CONCRETE MANHOLE FIGURE A3N
SET COVERS FLUSH IN MANHOLE FRAME B COVER
PAVEDAREAS (SEE STANDARD DETAIL)
FRAMES BEDDED IN MORTAR
1'%6'MIN 2COURSES OF BRICK (A11N)
3'%D'MA% 6'� 4COURSES (MA%)OR MIN a TO
EXTERNAL MANHOLE MAX Iv' HOPE ACJUSTING RING
HEATSHRINKSEAL
(NP) SEE NOTE 5 4'W MIN 5' MIN
APPROVED LINER
PER SPECIFICATIONS
0.80(EFFLUENT PIPE DIAMETER)
BENCHING PER 12 Kill
SPECIFICATIONS CONCRETE WTHADMIX
6•
l O'MIN
FDOT %5]DTONE 2'MIN
INSIOEWALL OUTSIDE WALL
PRE PRIMED
JOINT SURFACES
PRE JOINTS SURF
'REMOLDED PLASTIC JOINT
JOINT SURFAED
CES SEALER, APPLIED TO BOTH
COMPLETED LIPS
JBINTWITH
SQUEEZEOUT
G INTERIOR
AND MIN R'
INTERIOR AND EXTERIOR
NOTES'.
1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS &'OR
MORE ABOVE THE INVERT OF THE MANHOLE. SEEMANHOLE CONNECTION DETAIL.
2. ECCENTRIC CONE DESIGN MAY Be USED FOR CONFLICT RESOLUTION BOTH OCU
APPROVAL.
S A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO
FLOW STREAM.
4, LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED,
5, IMiAE TKS+LLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH
TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION.
6, HOPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS.
T, SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED
MANUFACTURERS LISTED IN APPENDIX D.
Q
CIVIL ENGINEERS
431 E Haratl0 Avanue
wnn NG
MolUbnJ, MwIEo 32751
(407) 620-0330
2
ORANGE C. Ultt UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
APPENCIXA STANDARD DRAWINGS GENENAI
CATS. FLl.Cy IT 411 GRAVITY MANHOLE CONNECTION FIGUREA302
PRECAST LMNHOLEWALL TEE
INFLUENT SEWER
PVC PLUG WTH TOP HALF- (SEENOTE 2)
AREA OPEN
D CONCRETE ENCASEMENT
INLET CONNECTION AT INVERT 1 OF VERTICAL PIPE
DROP PIPE
(SEE NOT[ 1)
Y
00° BEND
GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE)
6�
11
N4 BY HOOKAT 8'OCEW
GRAVITY OUTGGE DROP CONNECTION (EXISTING MANHOLE)
PRECAST SigINLE655TEELRAND
NHOLE PRECAST
MA
STAINLES&STEEL PIPE CLAMP EUNHOLE
WALL fyA(A
PVC CAST IN,PLACE PVC
SEA(
ESILIENi CONNECTOR
I'_}
NEW AND EXISTING MANHOLES NEW MANHOLES ONLY
STANDARD CONNECTION
NOTES:
1. DROP LIFLAND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT
SEWER.
2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES COACH
HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.
3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING
COMMAND CONNECTIONS W EXISTING MANHOLES.
ORANGE COUNTY MUTIES
STANDARDS AND CONSTRUCTION SPECIFlCATIONS MANUAL
APPENCIXA FIGURE ON
DATE. 1e1, It 2Dt1
CCU GENERAL NOTES:
1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION MEN EXCAVATING IN
PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND
RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY
LOCATIONS.
2, SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OLD DISPATCH OPERATOR (407-83SS?M AND THE ODD INSPECTOR.
3, THE CONTRACTOR SHALL NOTIFY THE OLD CONSTRUCTION DIVISION AT LEAST SEVEN
DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407)
254 8708.
4, THE CONTRACTOR SHALL NOTIFY THE PON CONSTRUCTION DIVISION AT LEAST 48
HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING (497) 2540Y08.
S. THE MATERIALS, PRODUCTS AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO
THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL.
0, ALL CCU MIND AND FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE
SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.
7. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALLIMMEDIATELY REPAIRALL
DAMAGES TO OCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MAOE IN A TIMELY
MANNER, AS DETERMINED BY CCU. CCU MAY PERFORM REQUIRED REPAIRS AND
CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED
WITH THE REPAIR.
8, THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU GAINS AND FACILITIES IN
CONFLICT WTH NEW GRADE, NEW OR ALTERED ROADWAYS. SIDEWALKS, DRIVEWAYS,
OR STORM WATER IMPROVEMENTS. CCU FACILITIES TO BE ADJUSTED INCLUDE, BUT
ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES,
FIRE HYDRANTS, MANHOLE COVERS. AND METERS.
B. ONLYOCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER
VALVES, THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WTH THE OLD
INSPECTOR, FOR OPERATION OF MAINS NOT OWNED BY CCU, IT IS THE CONTRACTOR'S
RESPONSIBILITYTOCOOROINATE WTH THE APPROPRIATE UTILITY REPRESENTATIVE,
10. CONSTRUCTION ACTWITER SHALL NOT CAUSE INTERRUPTIONS IN WATER,
WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL
COORDINATE PRE "PROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR
T WORKING DAYS IN ADVANCE.
ORANGE COUNT UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL
d' BAR CONTINUOUS AROUND
COLLAR. 3• MIN. COVER ME)
2500 PSI CONCRETE
AROUND MANHOLE
NOTE.'
L CLEARANCE OF 3W FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS,
2, AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED.
3. TOP OF MANHOLE SHALL BE 2-ABOW FINISHED GRADE, CROWN OF ADJACENT
ROADWAY. OR IOC YEAR FLOOD ELEVATION, WHICHEVER IS GREATER,
11, THE CONTRACTOR SHALL PROVIDE FOR BYPASSING ANWOR HAULING WASTEWATER
DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS,
THE CONTRACTOR SHALL SUMMIT BYPASS PLAN SIGNED AND SEALED BY
PROFESSIONAL ENGINEER TO CCU DEVELOPMENT ENGINEERING FOR APPROVAL
PRIOR TO IMPLEMENTATION BY CONTRACTOR.
12. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN
CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALLWET TAPS CLOSED UNTIL
CLEARED BY FDEP. 00 NOT CONNECT NEWLY CONSTRUCTED WATER MANS TO ANY
EXISTING WATER MAINS UNLESS CLEARED BY FREE AND OCU,
13, THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A BACKFLOW
PRESENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE
WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAIN$ N4TH
POTABLEWATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED
WATER OR FORCEMAIN SHALL ALSO BE EQUIPPED MH A BACKFLOW PREVENTED.
14. FORPWPIPETHATWLLBEOWNEDANO AIAINTAINEDBY OCU, NO PIPE BENDING 18
ALLOWED. THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFLECTION IS 075
DEGREES Q INCHES PER JOINT PER 20 FT STICK OF PIPE) ALIGNMENT CHANGE SHALL
BE MADE ONLY WITH SLEEVES AND FITTINGS.
15, FOR NON PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, LONG RADIUS
CURVES, EITHER HORIZONTAL OR VERTICAL. MAY BE INSTALLED WITH STANDARD PIPE
BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS FITTINGS
AND LAYING RADIUS FOR THE VMIOUS PIPE LENGTHS SHALL NOT EXCEED 75
PERCENT OF THE PIPE MANUFACTURERS RECOMMENDATION.
ORANGE COUNTY UTILITIES
STANDARDS AND CONSTRUCTION SPECIFICADDLE MANUAL
APPENCIXA WANOAROORAWINGS GENERAI
DATE February 11. 2011 STANDARD MANHOLE FRAME AND COVER FIGUREA304
RAISED I-IG' LETTERS
FLUSH WITH TOP OF COVER
SANITARY
R
-NON PENETRATING
PICK HOLES
PLAN
MACHINED
M TINS
SURFACES
I I 1-t2^MIN
3f4'MIN
ELEVATION
NOTES:
L ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES 'ORANGE COUNTY'
SHALL NOT APPEAR ON PRIVATE MANHOLES,
ORANGE COUNTY UTILITIES
STANDARDS ADS CONSTRUCTION SPECIFICATIONS MANUAL
APVENDXA SJAN....NAMN.S
GENERAL
DATE: February 11, 2011 SERVICELATERAL
FIGURE A305
3 �
rc WE WTH SEWERMMIN
:'d5°BRANCH !SIZE VARIES
CLEAN OUT
8'
BEND WYE WTH
• — V BRANCH
_ DOUBLE
8. 45•
ME WITH
(iVP) BEND
(D BRANCH
BUILDER's
OF
PLUMBER
LINE
(SEE NOTE 7)
}
vwx OW, TEMP. PLUG
CURB (SEE NOTE d)
WS GEENOTES2ANB])
3
STAI<ETOSHOWLOCaF
TEMPORARY PLUG. NYE)YP.)
FINISHED SLOPE TO TERMINAL DEPTH
GRADE ISIS. tIN(TYP)
W
20
Z
m�
® ROTATE SPRING LINE
(TYP.)BUILDERS
3VMR) SEWERMAIN
PLO R(SEE
TEMP PLUG
T
NOTE T)
)
(TYR)(SEE
NOTES 2 AND SINGLE DOUBLE
LOCATOR BALL
tATERAL L4TERAl
8'MAXBELOWPIPE
PROFILE
TY,ILPE NOTE
WE
NOTES:
I. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE,
2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE- WORK CONTRACTOR.
3, WE TO BE NO SHALLOWER THAN 3 FEET AND NO DEEPER THAN SFEET.
4, LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SINE -WORK CONTRACTOR, ONE
PERSERVICE,
5. ALL FITTINGS SHOWN ARE TO BE INSTALLED,
6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING
AN'S'IN THE
CURB DIRECTLY OVER THE LATERAL.
T. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEMOUT, ANDCONNECTSERVICE
LATERALTOHOUSE.
m. ip
CIVIL ENGINEERS
431 E. HOF°Ilo Avenue
R 260
Mallontl. FI Id° 32751
(407) 620-0330
JCS A—
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MUM
DRA1M B'
CD-5