VII(A) Adair Point Final Subdivision Plan LS-02-008Mayor
S. Scott Vandergrift
Interim Citv Manager
V. Eugene Williford
_ _ r eater of Good r,-_ _
STAFF REPORT
Agenda 05-04-04
Item VII A
Co"missioners
Danny Howell. District 1
Scott Anderson, District 2
Rusty Johnson, District 3
Nancy J. Parker, District 4
DATE: April 23, 2004
TO: The Honorable Mayor and City Commissioners
FROM: Thomas Grimms, AICP, Senior Planne iirector/THROUGH: Russ Wagner, AICP, Community Development
SUBJECT: Adair Pointe Subdivision
Final Subdivision Plan
Project # LS -02-008
ISSUE:
Should the Mayor and City Commissioners approve the Final Subdivision Plan for Adair
Pointe Subdivision?
BACKGROUND:
The Adair Pointe property includes 11 lots on about 3.52 acres of land. The property is
located on the east side of Adair Street approximately 1,400 feet north of Wurst Road,
between Vignetti Park and Sorenson Field. The subject property is currently
undeveloped and is covered with trees.
The surrounding land to the north is developed with garden apartments, zoned R-3; to
the south is the Glad Tidings Church, zoned R-2; to the east are the ball fields of
Sorensen Park, zoned R-1; to the west are single-family residential units, zoned R-1.
DISCUSSION:
In the Annexation Agreement, the property owner agreed to provide additional road
right-of-way for Adair Street. Sheet C-3 of the Final Subdivision Plan shows the 25 feet
of additional right-of-way dedicated by the Applicant to the City.
This subdivision will not be gated. There will be a 6 -foot brick wall with appropriate
landscaping on both sides of the entrance with the wall extending northward along Adair
Street to the north boundary of the subdivision. Water and wastewater will be provided
by the City.
The developer was granted one waiver from the normal Code requirement of one (1)
recreational amenity for a subdivision with 10- 50 lots.
April 23, 2004
Honorable Mayor and City Commissioners
Page 2 of 2
The justification listed in the waiver table on Sheet C-3 for not having any recreational
amenity located within subdivision is that the developer would pay fees in lieu of
installing recreational facilities inside the subdivision.
DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION:
The Development Review Committee met on March 23, 2004 and reviewed the Adair
Pointe Final Subdivision Plan. There was discussion of the various comments by the
City Attorney, which were the only outstanding comments. The DRC voted unanimously
to recommend approval of the Final Subdivision Plan subject to the comments of the
City Attorney being incorporated into a revised Final Subdivision Plan prior to the
Planning and Zoning Commission meeting. Staff has reviewed the revised Final
Subdivision Plan, date-stamped April 7, 2004, and finds that all of the City Attorney's
comments have been addressed.
PLANNING AND ZONING COMMISSION RECOMMENDATION:
On April 13, 2004, the Planning and Zoning Commission considered the proposed Final
Subdivision Plan for Adair Pointe. The City Staff and the Developer's Engineer
answered questions about recreation amenities, as well as about existing trees on the
site and tree protection. The idea of requiring more trees to be planted to replace the
large number of trees being removed, or requiring larger trees to be planted was
discussed. There seemed to be a consensus that the City should consider requiring
developers to replace trees that must be removed to accommodate new development.
When the discussion was finished, the Planning and Zoning Commission voted
unanimously to recommend approval of the proposed Final Subdivision Plan for
Adair Pointe, per the Staff recommendation, with five (5) trees [4" DBH] to be
planted along the north side of the retention pond, instead of two (2) trees as
currently shown on the plan.
STAFF RECOMMENDATION:
Based on the recommendations of the Development Review Committee and the
Planning and Zoning Commission, the Staff recommends that the Mayor and City
Commissioners approve the Final Subdivision Plan for Adair Pointe Subdivision
to the City Commission, as date stamped received by the City on April 7, 2004,
with five (5) trees [4" DBH] to be planted along the north side of the retention
pond, instead of two (2) trees as currently shown on the plan.
Attachments: Location Map
Adair Pointe Final Subdivision Plan, date stamped April 7, 2004
O:\Staff Reports\2004\SR04029 CC.doc
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COVER
2 EXISTING SITE SURVEY
3 SITE PLAN
4 GRADING AND DRAINAGE PLAN
8 DETAILS & CONDITIONS OF APPROVAL
7 DRAINAGE DETAILS
8 UTILITY DETAILS
9 TREE PROTECTION PLAN
Ll LANDSCAPE PLAN
LEGAL DESCRIPTION:
COMMENCE AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 22 SOUTH,
RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN S.00o56'08"E. ALONG THE WEST LINE OF SAID
NORTHEAST 1/4, A DISTANCE OF 1233.04 FEET TO THE NORTH LINE OF THE SOUTHWEST 1/4 OF THE
NORTHEAST 1/4 OF SAID SECTION 8; THENCE RUN N.89m33'16"E. ALONG SAID NORTH LINE 25.00 FEET TO
THE POINT OF BEGINNING; THENCE CONTINUE N.89m33'16"E. AND ALONG SAID NORTH LINE 565.40 FEET TO
THE EAST LINE OF THE WEST 590.4 FEET OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID
SECTION 8; THENCE RUN S.00o56'08"E. ALONG SAID EAST LINE, A DISTANCE OF 295.20 FEET; THENCE RUN
S.89o33'16"W. 363.30 FEET; THENCE RUN N.00o56'08"W. 91.70 FEET; THENCE RUN S.89o33'16"W. 202.10
FEET TO A POINT LYING 25.00 FEET EAST OF THE AFOREASAID WEST LINE OF THE NORTHEAST 1/4 OF
SECTION 8; THENCE RUN N.00o56'08"W. PARALLEL WITH SAID WEST LINE 203.50 FEET TO THE POINT OF
BEGINNING. -
L7 L7
CITY OF 0 COn..,n
OCTOBER., 2003
DEVELOPER - APPLICANT
MUNIAN DEVELOPMENTS, INC.
7421 CLARCONA ROAD
ORLANDO, FLORIDA 32818
407-296-2002
OWNER
FRANKEN PROPERTIES, JV.
8609 • : PARK
ORLANDO, FLORIDA
407-578-5830
ENGINEER
PECHT-EVANS ENGINEERING, INC.
501 EAST JACKSON STREET, SUITE 202
ORLANDO, FLORIDA 32801
(407)872-1515
SURVEYOR
SWAGGERTY LAND SURVEYING, INC.
1450 KASTNER PLACE, SUITE 100
SANFORD, FLORIDA 32772
407-322-4630
GEOTIECH
ANDREYEV ENGINEERING, INC.
4500 ORANGE BOULEVARD
SANFORD, FLORIDA 32771
407-330-7763
pfOPECHT
NEEVANS
f MEMENGINEERING, INC.(
501 EAST JACKSON ST. STE. 202
ORLANDO, FLORIDA 32801
(407) 872-1516
AUTHORIZATION NO. 00006788
VICINITY MAP
N.T.S.
WATER: CITY OF OCOEE
SEWER: CITY OF OCOEE
TELEPHONE: SPRINT
ELECTRIC: PROGRESS ENERGY
CABLE: TIME WARNER COMMUNICATIONS
GAS: 11 PEOPLE'S GAS SYSTEMS
ENGINEER'S CERTIFICATION
CONSTRUCTION PLANS WERE PREPARED IN ACCORDANCE
WITH THE "MANUAL OF UNIFORM MINIMUM STANDARDS
FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR
STREETS AND HIGHWAYS, STATE OF FLORIDA" (FDOT
GREEN BOOK) AND ORANGE COUNTY REGULATIONS AND
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DENSITY:
NO. OF UNITS - 11
GROSS AREA - 3.52
UNITS/ACRE - 3.13
AREA CALCULATIONS:
TOTAL PARCEL AREA - 3.52 ACRES
STREETS AREA - 0.05 ACRES
NO WETLANDS OR 100 YEAR
FLOOD PLAIN ON SITE
92111101001M.121109 •
MAX IMPERVIOUS -
SECTION
SUBSECTION
CODE STANDARD
PROPOSED STANDARD
JUSTIFICATION
ARTICLE
VI
6-9
A
RECREATIONAL AMENITIES
FOR SUDIVISION WITH
10 - 50 LOTS
1 AMENITY
5' SIDEWALK TO CONNECT
PROPERTY WITH ADJACENT
PARK
IN LIEU OF RECREATIONAL
AMENITIES ACCESS
WILL BE PROVIDED
TO EXISTING ADJACENT
RECREATIONAL FACILITIES
25
FT
SIDE -
SUBDIVISION STANDARDS
FT
REAR -
I
I
I
TAX PARCEL 013 I
(Not Platted) j
CHAIN LINK —
FENCE � 1
IJ
/ ASPHALT
II DRIVE
' CONCRETE
DRIVE
II I
I I I
LOT 62 R-1 lo)
SINGLE FAMILY RESIDENTIAL ISI
Izl I
II
OR
J
1 - WOOD FENCE
j
E
TAX PARCEL 071
(Not Platted)
R-3
MULTIFAMILY
SITE DATA
PARCEL ID: 08-22-28-0000-00-042
PROPOSED ZONING: R-1
LANDUSE: RESIDENTIAL (SINGLE-FAMILY)
MINIMUM LOT AREA: 7,000 FT
MINIMUM LOT WIDTH: 70 FT
MINIMUM LIVING AREA: 1,000 FT
DENSITY:
NO. OF UNITS - 11
GROSS AREA - 3.52
UNITS/ACRE - 3.13
AREA CALCULATIONS:
TOTAL PARCEL AREA - 3.52 ACRES
STREETS AREA - 0.05 ACRES
NO WETLANDS OR 100 YEAR
FLOOD PLAIN ON SITE
92111101001M.121109 •
MAX IMPERVIOUS -
50
(coco
MAX BUILDING COVERAGE:
40
®
LINEAR FEET STREET:
440
FT
BUILDING SETBACKS:
N
FRONT -
25
FT
SIDE -
7.5
FT
REAR -
25
FT
FROM ADAIR STREET -
35
FT
MAX BUILDING HEIGHT:
35 FT
EXISTING VEGETATION TREE/ COVER
OAKS TREE ARE APPROXIMATELY 60%
WC TREES ARE APPROXIMATELY 30%
PINE TREES ARE APPROXIMATELY 10%
25' OF ROAD R/W PREVIOUSLY
DEDICATED TO THE CITY OF OCOEE
END f t NO FENCE 5' CONC S/W N 89ra3316» E ' 590.40
70.00' 70.00' 117.8$'
97.50' 70.00' 70.00' 70.00
10' WALL, LANDSCAPE &
SIGN EASEMENT
co
6' BRICK WALL
i ! Iv N
n41
cn
85.42'
I_ _.....__.. .___.
4' CONC S/W
25' SIGHT TRIANGLE
SITE BENCHMARK ;C2
ELEVATION 167,81 _
TDP Or 4" X C.M. (hlCr
FRIJOE CORNER
D.S'S. &c 0.35'F.
v
V 1 0)
T
CHAIN LINK FENCE
4 (TYPICAL)
i
3�
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
QHANDICAP RAMPS
��• rn
70.00' 70.00' 70.00 21.92 8 1
— J 72.72' 70.00';777 ; I I
/1 4
N
2' MIAMI I I 12+00
00 13+00 N di
' cuRe 9.1.16.09 10-00
I �o q o
NORTHERN DURANGO AVENUE ASPHALT I .°- 10' WAIL, LANDSCAPE, STREET A `rLr 79.80' 0c) �
PAVEMENT r AND SIGN EASEMENT
c0 W
° N
0
2MIAMI
CURB70.0o' cTO BE REMOVED cOO
SITE BENCHMARK #1 � I �w N } v � �
ELEV4TIC,�I 16.3a _/ I a ¢ ° ; / A POND 2 4' CONC S/W QQuI �� I o 1
.44
NORTH RIM OF SANITARY
SEWER MANHOLE (0.19 ) (NOTE: S/W ALONG DRAINAGE
� TRACT A ac
TRACT TO BE CONSTRUCTED ' o
5' CONC S/W 1 I I 2' WIDE ou H ASPHALT ---r� BY DEVELOPER)
6' BRIC WALL o
ID w �99.31'
WOO�E,vcE R-1
3SHEON—LINE
Z II yow Y 1 1 x02' 59;° NON AGRICULTURAL
I� F.- 1 S 89033'16"W 202.10Q CSL"A"y ^I
QG W I I i 0 ; 4' CONC S/W j I
I 1 I III uHAIN LINK FENCE r I: (NOTE: S/W ALONG DRAINAGE ' I
Ld
1 1 I ®� III (TYPICAL)
LESS OUT ,{-- — _-_ .----._--- ....._.. ,
TRACT TO BE CONSTRUCTED i
I } POND 1 BY DEVELOPER) 10 + I
i I
40
1 II TAX PARCEL 023TRACT B (0.40 ac)
o
I O I ° C:1
I I
IINot Platted) ^4
( I
II O I
i I I i R-1 ORANGE COUNTY 1 - ---- --- -- - E
SINGLE FAMILY RESIDENTIAL z `
1 I I I I
7.&' 122.52' I I 1 9,3
,
II FENCE TO BE RELOCATED S 89�n33'16"W 363.30' I
i I TAX PARCEL 076 ALONG PROPERTY='
-'� R-1 ORANGE COUNTY 1
BOUNDARY
II (Not Platted) —___ ;:-.- r VACANT RESIDENTIAL
1----- --
=7 =7
I I BOB SORENSON LANE
TAX PARCEL 081 i
ASPHALT PAVEMENT �1' FEAT CONCRETE CURB (TYP.)
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DRAWN:
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CHECKED:
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DATE:
OCTOBER 2003
SCALE:
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CAD NAME:
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JOB #:
11004
SHEET #:
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DATE:
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SCALE:
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JOB #:
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SHEET #:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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CAD NAME:
SITE PLAN
JOB #:
11004
SHEET #:
EL
OF 9 SHEETS
.i'
DRAWN:
ET
CHECKED:
TT
DATE:
OCTOBER 2003
SCALE:
1"-s®'
CAD NAME:
SITE PLAN
JOB #:
11004
SHEET #:
EL
OF 9 SHEETS
PAVING & DRAINAGE NOTES 0 EROSION CONTROL GENERAL NOTES
1. ELEVATIONS AT CURB ARE EDGE OF PAVEMENT GRADES. 1. ALL EROSION/SEDIMENT CONTROL MEASURES SHALL COMPLY WITH STATE AND
GENERAL CONSTRUCTION NOTES LOCAL SOIL EROSION CONTROL AND CONSERVATION STANDARDS. ADDITIONAL LEGEND
41\1 MEASURES TO PREVENT/CONTROL SOIL SEDIMENTATION OR EROSION MAY BE
1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE PECHT-EVANS ENGINEERING, INC. o, ti 0 2. THE MINIMUM ROADWAY GRADE SHALL BE 0.307. REQUIRED DUE TO SITE CONSIDERATIONS WITHIN THE BOUNDARY LIMITS AND
WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC
TO yv _���% DOWNSTREAM.
SITE VISITS MAY BE COORDINATED TO INSURE TIMELY CERTIFICATION OF CONSTRUCTION�Q 5 J17 3. MINIMUM GRADE OF SODDED DRAINAGE WAYS TO BE 1%.
#'s'`�, �� 2. PRIOR TO DEVELOPMENT, PERIMETER SHALL BE CLEARLY MARKED AND ALL SOIL g
1 ?:: > Al ECTION ID
ATES
OF OCGJPAN
CY.
a
DELAYS IN ISSUANCE OF
ERTIFIC �.
AGENCIES AND TO AVOID
DEL ����� ti
A ti T
DISTURBANCE TO BE CON AINED WITHIN. OFF SITE 0
� '>:: ,� �'. •. W RK MAY BE NECESSARY
i TOR TO ASSURE PONDS ARE SODDED
� CONTRACTOR WITH LANDSCAPE
0
4. COORDINATION TH
DUE TO ACTUAL SITE SLOPE OR DRAINAGE REQUIREMENTS. ALL CONTROL
4
� PREVENT SCOURING.
- AS -BUILT o
TO P
U
P WITH
MARKED -UP S
T OF PLANS ACCURATELY M --.� r �">'><';��`?>:>'��:�'�s��'<'�::�:: MEASURES MUST CONFORM TO SITE STANDARDS. SHEET REFERENCE
2. CONTRACTOR SHALL MAINTAIN A SE �`
INFORMATION ON RIM AND INVERT ELEVATIONS. AS -BUILT INFORMATION PREPARED BY A REGISTERED ' DARD
LAND SURVEYOR IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT REQUIREMENTS SHALL ¢ SISLOPE 4 ��� ��� y�` 5. F.D.O.T. INDEX NO. 102 AND 103 SHALL BE USED FOR EROSION AND SEDIMENT 3. ALL POINTS OF SITE INGRESS AND EGRESS TO BE CONSTRUCTED PRIOR TO ANY
a CONTROL. BEST MANAGEMENT PRACTICES AS REQUIRED BY THE CITY OF OCOEE OTHER DEVELOPMENT. THEY MUST BE STABILIZED AND INCLUDE SOIL EROSION/
BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. Sri SygLE �+ SHALL BE OBSERVED. SEDIMENTATION CONTROL MEASURES IN ORDER TO PREVENT TRACKING AND S-1 STORM STRUCTURE NUMBER
3. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE SILTING OF MUD INTO PUBLIC ROADWAYS OR DRAINAGE AREAS TO BE
6. SITE GRADING PAVING, AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL IMMEDIATELY REMOVED. p
IMPROVEMENTS. CONFORM TO THE CITY OF OCOEE AND F.D.O.T. DEVELOPMENT STANDARDS���� PROPOSED GRADE
�
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. AND SPECIFICATIONS. 4. ALL STORM DRAIN AND. SANITARY SEWER TRENCHES NOT IN PAVED AREAS ARE
TO BE MULCHED AND/OR SEEDED WITHIN 14 DAYS AFTER INITIAL BACKFILL. GRAPHIC SCALE
DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA -LICENSED LAND SURVEYOR 7. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE THAT ALL 5. DURING CONSTRUCTION, ALL SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED PROPOSED FINISHED FLOOR ELEVATION
SELECTED BY THE OWNER AT CONTRACTORS EXPENSE.
REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR TO THE AFTER EACH RAINFALL AND REPAIRED IF NECESSARY. SEDIMENT TO BE REMOVED 3 1 0 0 15 30 60
TYPE '�i� LOT GRADING
5. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN POSITIVELY. INTERSECTIONS COMMENCEMENT OF CONSTRUCTION. TO A SUITABLE DISPOSAL AREA AND STABILIZED WITH PERMANENT VEGETATIVE 171. A
COVER.
SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE TO STREET PROPOSED LOT GRADING TYPE
DRAINAGE. SHOULD AREAS OF POOR DRAINAGE RESULT FROM THE ADJUSTMENTS DESCRIBED, THE N.T.S. 8. THE STORM WATER RETENTION/DETENTION PONDS SHALL BE CONSTRUCTED 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL SEDIMENT AND EROSION
CONTRACTOR SHALL NOTIFY THE SITE SUPERINTENDENT PRIOR TO PLACING BASE SO THAT DURING THE EARLY STAGES OF CONSTRUCTION. SODDED AND/OR SEEDED CONTROL MEASURES UNTIL DISTURBED AREAS ARE STABILIZED. ( IN FEET )
RECOMMENDATIONS FOR CORRECTION MAYBE MADE. AREAS SHOULD HAVE VEGETATION ADDED AS SOON AS FEASIBLE. �� DRAINAGE FLOW ARROW 1 inch = 30 ft.
7. AFTER FINE GRADING, ALL DISTURBED AREAS ARE TO BE PERMANENTLY MULCHED
6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND 9. SOILS INFORMATION WAS PROVIDED TO PECHT-EVANS ENGINEERING, INC. BY AND/OR SODDED.
BETWEEN THESE PLANS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION. YOVAISH ENGINEERING SCIENCES, INC. B. NO SLOPE SHALL BE GREATER THAN 2:1.
7. CHAPTER 17-153 OF THE FLORIDA STATUES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS 10. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER 9. FOLLOWING INITIAL SOIL DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION
SHALL BE COMPLETED WITHIN SEVEN CALENDAR DAYS AS TO THE SURFACE OF ALL
UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. DRAWINGS SHOW ONLY THE CpPVC STORM MANHOLE FDOT INDEX #280. PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL
APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND N. RIM=168.90 ( SLOPES GREATER THAN 3:1; AND FOURTEEN DAYS AS TO ALL OTHER DISTURBED
PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY ON-SITE INSPECTION BY GAS J� -"1!- Z52-CMP
NV.=157.49 11. AS -BUILT INFORMATION- OR GRADED AREAS ON THE PROJECT SITE. THIS DOES NOT APPLY TO THOSE AREAS
COMPANY PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS
SANITARY S_FVS�Et AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: WHICH ARE SHOWN ON THE PLAN AND ARE CURRENTLY BEING PERFORMED.
COMPANY TWO WORKING DAYS BEFORE ENTERING A NEW CONSTRUCTION AREA. MANHOLE t MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT STABILIZED
N. RIM=168.94 } A) STORM DRAINAGE AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF GOVERNING
8. ALL PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS 1��`E=�s7.49 _ 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS AUTHORITIES.
OTHERWISE NOTED. IR ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 10. SILT FENCED TO BE PLACED AROUND PERIMETER OF PROPERTY AS SHOWN.
I' -e,� 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE,
/ 11. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL
9. ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITIONS, OR BETTER. 4 INCLUDING UNDERDRAIN PIPES.
III j � '•`"-76 3. INVERTS OF ALL MITERED END SECTIONS. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED IF DEEMED
10. ALL PAVEMENT MARKERS, STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES TO BE I jj p / `g 0 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. NECESSARY BY ON-SITE INSPECTION.
INSTALLED BY CONTRACTOR PER F.D.O.T AND THE CITY OF OCOEE STANDARDS. 1 5,.•, INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE 12. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL
1 II OBUES•TS TO ALL STORM STUB -OUTS. OCCUR PRIOR TO OR CONCURRENT WITH LAND -DISTURBING ACTIVITIES.
11. THE FOLLOWING AGENCIES AND COMPANIES SHALL BE NOTIFIED 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION: I 1 12 THE DENSITIES AT UTILITY AN9_.5TORM STRUCTURES (LOCATED WITHIN ROADWAY
A. THE CITY OF OCOEE ENGINEERING DEPT. TAX PARCEL 013 l i TO 3 -FEET BEHIND THE CURB) SHAD -B� 98% WITHIN PAVEMENT AREAS, AND
B. ORANGE COUNTY PUBLIC UTILITIES I 95% FOR STRUCTURES OUTSIDE PAVED ARtRS,--@UT ARE WITHIN THE RIGHT-OF-WAY,
C. BELLSOUTH TELEPHONE (Not Platted) I ii el PER AASHTO T-180 MODIFIED. �`�?�0`! TAX PARCEL 071 R-3
D. TIME -WARNER COMMUNICATIONS, INC. J
s -
E. PROGRESS ENERGY I II 1 `%69 ~� M U LT1 _FA9 SITE BENCHMARK #20-d(Not Platted)
12. CONTRACTOR TO BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO I 1i J 114 LEVATf4 167,81BE SAVED. IF THERE IS A QUESTION AS TO WHETHER A PARTICULAR AREA SHOULD BE 1 �`` �^ s `� ` "f' or 4" x d" C.M.C.rs.
CLEARED, THE CONTRACTOR SHALL CONTACT THE OWNER FOR FURTHER INSTRUCTIONS. �J as i "'� SILT FENCE (TYP),- -' --- -�`
f �.�••... ,.-�'' � --"168.0
13. BOUNDARY AND TOPOGRAPHIC DATA WAS PROVIDED TO PECHT-EVANS ENGINEERING, INC. BYASP
SWAGGERTY LAND SURVEYING, INC., DATED 12/11/02 DRIIVET (bO�°
14. THIS PROPERTY LIES IN FLOOD ZONE 'X' PER THE F.E.M.A. FLOOD INSURANCE l-- 1i 1 ( g� �• 'p Orb N 89sn3316 E 590.40 X00 ,�p�' ,- \(OA �-- ,-,� g`l•
WOOD
POWER -� � i �O � ��O '� .l01'
RATE MAP COMMUNITY -PANEL NUMBER 12095C 0210E, DATED DECEMBER 6, 2000. POLE (TYP.)0 Ll
15. ALL MARKINGS TO COMPLY WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS,
TELEPHONE RISER - �E-1 � '�) (1 I 169.0 - - - -- --- `` , --� � +
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
lb
16. ALL TRAFFIC CONTROL SIGNS AND STRIPES SHALL CONFORM TO THE :M.U.T.C.D. AND I CONCRETE i t4
THE CITY OF OCOEE TRAFFIC STANDARDS. THE INTERSECTION WITH ADAIR STREET I DRIVE y( I a� "
-�_---- ---- -- -, 1
SHALL HAVE A 30" HIGH-INTENSITY STOP SIGN AND A 24 THERMO-PLASTIC STOP BAR. I.__ I ��
��L I u') 5' CONS S/W ; �' E
17. FLORIDA POWER CORPORATION SHALL DEVELOP A LIGHTING PLAN DURING THE -I r z�i Ill I I ! ! 1 1 ,��
INFRASTRUCTURE CONSTRUCTION. WO
I zN
C.a. MAILBOX i o
18. SIDEWALKS SHALL BE BUILT TO BE FLORIDA ACCESSIBILITY CODE COMPLIANT, INCLUDING
HANDICAPPED RAMPS.
LOT 62 IJ i 1 I 2 3 5
R-1 1 i
IN 11 O ° ;
SINGLE FAMILY RESIDENTIAL w I 10 I ' ! ' � � � `
I� I 1 Ic L, 172.0 A , , 171.8 A 171.6 A 171.4 A 171.2 A 171. A ; �- `� __. _ ._-- •_-- _ 6�,�ti
NATER o f 1 0 ` 1 I 1 I I I �'�
IAEttR
! ;
U ( '
` I---- --- --- --- --- -- -._. -.. - .__. •- --- ---- .._ -. -- p.
EIRE HYDwurr' - \
i
SA 61 SEWER - - i I 1 ��,� 23 LF - 18" 44
4' CONC S/W E
1
HOLE 1 1 i it I '.." RCP 7.39%6 p S-7 ;
MANHOLE C01C STREET � 1
N. RtM=148.95 L,crtt POLE I I i p� pg�\
bb I
N.8,S.INV.=75c7.os
y�f.177V.=la$.E6 --/ I I 41 :d^° d .d- °.d P (�✓• i 4)
WATER VALVE/ I 1 O - _ _ _ ° V-169.0 ! O
... .
'--_ 171.3 A
2' MIIAMI � I 1\
� ,�, 12+00 0.35% _ 13+00 0 O$�Op I i `� ` rn
0.35
9 6 .09� 10 00 �� �� 1 +00 - ,�h � +
CONNECT TO EX TING I _ yPVh I__� - - ��. �6 �`- ��o°'' �g �p o e' ���o�`--��-, W a)
MANHOLE ® PAVE ENT --� / Op0°� 68 LF 180 X00 ,� S_5 - ^
,��4' b0
INV EL 163.0 RCP ® 0.29/ p p 00
'� °y o - ctS
- --- i I o� (0
LO
EXISTING GROUND _
2' MIAMI �jI I52"CMP I
CURB V\ 1 1 ° B -e e. �� +. r
s' .. - I w
172 ` ' ° i O �
172 - -._` (. - - J ry I l p-- d' �t 168.5 S-6 168.5 Nro, p��+ !
1 i Sfi� t�� fel iIA�I{ i ¢� r f' , in �4
c r # //'! � - - ) I VI � W � � 166.5 167.5 N �0�� 4 CONC S/W f E-- � O
EL NATION 168.9-- �_ ✓ I NQ � 1 a OND #2 91 LF - 18
166.0 I 9 � F'' � O
i { OND TOB = 168.5 NORTH RIM OF saNt'tkR; ¢ a { 1 / S_g 100Y/24 DHW = 167.58 RCP ®0.55% 165.5 78 LF - 24" 7 1-169.0-
I QQ
j I ; sEwER n-�NrreLE STORM MANHOLE I i N1011 166.0 - - O RCP ® 0.26% 4
168 --j t1" l I 168 N. RIM= 168.63] _._.. _- ... __.. _.. _._. A /�
N.&S.WV.=158.98 I I I II I 167.5 �rOJ+_3 '��$� 171 .`t / I
�" 169.20 -'-'
W.INV.=157.99 WATER 1 Y 1 168. n
I -Z- - - , t;4E EP. Q 1 I �0� O
( 1 4 S/W 25 MPH SPEED ( l ! 45 LF - 24" i
I # I_ISAIF SIGN i W rz j ` ! RCP ® 0.36% 10' X 10' pg'� 1._
164 - ---{ z 1164 I i i 11 \ wood °
( = 1 Z a yon SHED N ' p 9 RUBBLE RIP d ° 169.10 R-1
1 0 I I oma? ¢ 0 1 "\D'�
I °° -J--- f I U�II 1 I 9o33'1 6"W 02.10' RAP NON AGRICULTURAL
POND BOTTOM= 166.0 170,3 A
NOTE: ESHGWL = 160.5' I _, I 1 SIT FENCE (TYP)
I =� 5' CONC S � � S-1
SECTION A2 (POND *2) /
i I
SCALE: 1" = 30' HORIZONTAL 1 1 I 0 111 ! �
.,� LESS OUT -_ ...__..._..-_. __._ __...._....... i
1" = 3' VERTICAL POND #1 i
Q 1 100V 24H DHW = 167.58 36 LF - 24" ® I
180 1 i 180 1 1 1 11 *X PARCEL 023
00 RCP ®0.23% ? 1
F I I i I 1 I 1' 1 11 0 5 BERM (TYP) 163.5 i
POND GONST�UCTI N NO S (GOTH PONDS): � � I � 1 ( I I�1 �-- 170.0 ,,�(NOt Platted) � � °
-SLOE-1 SIDE _S _SODDED._S0 _ 11 LO 164.5 171.4 A 1
(-
!� E TEND OVE BER ( W ' i I I , i� R-1 ORANGE COUNTY ,/ o 166.5 �o - - -- --' - -- - -- - '
lel SEEM AND MULL THE POND BO oM.RY I I I t SINGLE FAMILY RESIDENTIAL ��'''
176 >-- Et 176 I ( ,% Z
167.5
�) I ; I+ i i i $j6 1I -- �Oo
I I I 1 ----169.5 -- °'� / 168.5 O
,
I ' _ ---- E i 172 1 1 I li) ,��4, S 89m3316 W 363.30
172 - - . , , I I I _ --- --fit -.�A EEL- 0 76 169° -- _ _ _
5' B RM E ISTING GROUND # ( I I 11 - R-1 ORANGE COUNTY
��� IE 1 ( II Not Platted) 5' BERM (TYP) VA�dT-.RESIDENTIAL
(-------------- - - ___�_ _______--
ii i _ _
-� PO D TOB! = 16$.5 f -jr-E- 168 i I iI-• - - - - _ -
168` �-._L_ - ____�= ---------------------
`_-___1 s I I I I I, 1 I ---1s8.5----- --••168 -----____..--------------- __ _ __ ^�/--�■ _ _ /� _ �\ <S11 I_
I) I ���Q TAX PARCEL 081 r--_'^` �"'_ �. .__..ti_".. -Vi'µ. -. - __..._....__.: -" ASPHALT PAVEMENT -------...__. _._.._._.--1' FLAT CONCRETE CURB (TYP.) __-._......__. --^- BO'�--SO-RENVVN LAAE- ""'^16�,t1 -- ^-•' i
_ I \ ii
QII `STORM MANHOLE
----�Q-Plalte�
- STORM STRUCTURE DATA
I I i I I I N. RIM=168.21
164 �-----•-•{� I--- I 1 -B=A3.5"�__-._! I - ` j-� 164 I I i `, i INV.=160.13
Is OTE: ESHG = 160.5 4' S/W �� 11 ( I S-1 S-3 S-5 S-7
MITERED END SECTION MITERED END SECTION STORM MANHOLE CURB INLET, TYPE 2
I I I 1
SECTION Al (POND #1) 1 1 I 13+40.40, 98'R 13+05.63, 54.13'R 11+82.52, 18'R 13+77.30, 14.00'L
TOP EL 168.68
I INV EL 163.50 INV EL 163.5 RIM EL 168.90 INV EL 163.80 (S)
SCALE: 1" = 30' HORIZONTAL ( I 1 1
INV EL 164.3 (E)
1" = 3' VERTICAL I I I 1 S-2 S-4 INV EL 164.3 (W)
1 I i CURB INLET, TYPE 2 STORM MANHOLE S-8
(� L / ' 13+72.00, 61.75'R 12+76.26, 19.30'R S-6 GRATE INLET, TYPE D
TOP EL 168.88 RIM EL 168.80 MITERED END SECTION GRATE 14, 44.74'R
8.05
INV EL 163.60 (N) INV EL 163.80 (S) 11 +81.07, 42.87'R GRATE 1 .20
INV EL 163.60 (S) INV EL 163.80 (W) INV EL 166.00 INV EL 163.20
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DRAWN:
ET
CHECKED:
TT
DATE:
OCTOBER 2003
SCALE:
1" -SO'
CAD NAME:
GRADING PLAN
11004
SHEET #:
OF 9 SHEETS
I
U
f CONCRETE } oo - - '-- ---
{} I
DRIVE } I 1 _- - _ -- - -- _ _ _ _ r - - -- -- - - -- _i 4 .. �'1
66
-7 4`
"a :: 110' X 26' OPEN CUT ADgIR TREET
I TO CONSTRUCT WATER MANN
TO
SHALL RESTORE PAVEMENT
& PLANTER
LOT 62 R_1
SINGLE FAMILY RESIDENTIAL } I}
d 2 - 6" 45' BENDS I i ! j j } ' DEFLECT YVATER MAINWATER
METER lo} } ) { AROUND INLET
I
g" PVC -'
FIRE HYDRANT ! FIRE HYDRANT SANITARY t
ASSEMBLY Ak
a '
SANITARY SEWER $" PVC
MANHOLE
CONC. STREET .:az. 'rr WATERMAIN
N. RIM=168.95 LIGHT POLE
N.&S.INV.=157.03 v } !j
W.INV.=158.86a.d
a
am d. !
TER VALVE / 1 I �} , .• ,• � .:.- •. .. .. � '. � �`'��;r E 6�,","` ^••..,..,,.,
a. d
+d
CONNECT TO EXISTING 2' MIAMI
cuRB 1 +00 12+00 j"7 6 ',� VC
10" WATER MAIN 9 6}2.0 1 10 00 13+0 +
-_ o - RECL M -E-0 WATTR-
LO
STREET A
ASPHALT } li
REDUCED PRESSURE PAVEMENT
ZONED BACKFLOW PREVENT 3.;
2' MIAMI �/ \ } }5::...
d'° ;d- -. -d '�..
CURB ag .e' 4'.. .�• '.' t .•: o• w. IN +Fin i
�-•-, i
4.
SITE BENCHMARK 1 \T11, ELEV,�TI(3tJ 1o8.9S1fRECLAIMED WATER LINE �ifio.7 �? ii -�'t ? T-�' - , �.' `' `- \ '..i
NORM RIM OF SANITARY � �� _ -.- I � ! � i � � L _ _. � ti `i I ,� I
SE44tEfi PIAN TOLE
STORM,' MF1 ! ih _E ___ _ - - - - - -- - ; \ 8 PVC
r•' R F i } J � � i 66.D } } E -i-- i } ? t t '� _ �- ~1 , `� \ t` s
N. . kited="r68.63 'J } } } } J t� DEFLECT RECLAIMED WATER ; < <',
1 11} r } ','� - 1 SANITARY
AROUND STORM SEWER } 1 i \ ' �'• �'
^
W.l' 57 } _ _ .�.. '-•--'-c, ,��1T.3>�_._"`--__ Lys ?
•V. i .99 WATER
METER w
. i
25 MPH
LIMIT SIGNSPEED o
}� WOOD
z } r
SHE'
0
{ fj
} } I W\I }} a 1,6
ii } `-, I ; I E t 1 �.` ,'.3 s=f♦yam `� _, �, i i
} }
}���
e
FIRE HYDRANT
ASSEMBLY OUT DLECELIMEDATER ;
10 INLET
PARCEL 023 ;T(Not Platted) ':..__..._170.0-
R- 1
70.0-R-1 ORANGE COUNTY
} } } SINGLE FAMILY RESIDENTIAL _
,
i
NOTE: ALL UTILITES TO BE
PLACED WITHIN THE 10' } }
,, } _ _ ----169.5-----
EASEMENT ALONG THE FRONT OF
EACH LOT SHALL BE PLACED } I
AROUND EXISTING
TREES TO BETITED
PRESERVED.�.,�--�.� .� ..__.-169 0-�---._� R-1 ORANGE COUNTY
._.•---�- ,-'._.-•---..•.�_. __�
---41 .�A.LEL 0'76 16 0 � - --. _ _
} } ( (Not Platted) VAC -A4! -T U31DENTIAL
} `SIL---.....�._-
}-
} ---�-- ---168.5---- _-
168.5
TAX PARCEL 081 169.0--- ---
} Il ASPHALT PAVEMENT 1' FLAT CONCRETE CURB (TYP.) -
} } } U}ITSTORNI MAINHOL --( 0
N. SIM=r6a.z1 - - - �-
N INV.=160.15
174
EX
171
168
CONNECT PROPO
EXISTING 10" WN
SLEAVE AND VAL
165
E
162
159
,i ry Tp,� fir} 15gy6
15 5 00
SCALE:
HORIZONTAL: 1 " = 30'
VERTICAL: 1 "= 3'
9+00
9+50
NOTE: SEE SHEET #4 FOR STORM SEWER INFORMATION.
10+00 10+50 11+00 11+50 12+00
• •
12+50
13+00
13+50
171
168
165
162
159
`tfl
rn
10
14+00 14+29.22
UTILITY LEGEND
® SANITARY FLOW DIRECTION
® MANHOLE
U SANITARY SERVICE (DOUBLE)
T SANITARY SERVICE (SINGLE)
_I 90° BEND
DA AIR RELEASE VALVE
RECLAIMED WATER SERVICE
FIRE HYDRANT
GATE VALVE
I I TEE
0 BLOW -OFF
D REDUCER
tj WATER SERVICE (DOUBLE)
1 WATER SERVICE (SINGLE)
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
UTILITY NOTES.
1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION IN THEIR VICINITY.
2. WATER MAINS AND SANITARY SEWER GRAVITY MAINS ARE TO HAVE A 10' (MIN.)
HORIZONTAL SEPARATION DISTANCE MEASURED FROM EDGE TO EDGE. IF THE
HORIZONTAL SEPARATION DISTANCE IS LESS THAN 10', THE SANITARY SEWER
MAIN SHALL BE UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED.
3. AT WATER MAIN/SANITARY SEWER GRAVITY MAIN CROSSINGS, PROVIDE A (MIN.)
VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER
PIPE AND THE CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS
LESS THAN 18", THE SANITARY SEWER MAIN SHALL BE 20 LF, CENTERED ON THE
POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. MECHANICAL
JOINTS ARE REQUIRED FOR THE SEWER PIPE IF THE SEPARATION IS LESS THAN 18".
4. ALL POTABLE WATER AND SEWER LINES TO MEET CITY OF OCOEE SPECIFICATIONS.
5. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS TO BE 0.407o.
6. RESTORE ALL DISTURBED RIGHT-OF-WAY AREAS TO PREVIOUS CONDITION.
7. UTILITIES:
ELECTRIC: PROGRESS ENERGY 407 646-8501
POTABLE WATER: CITY OF OCOEE 407 905-3100
TELEPHONE: SPRINT 407 814-5334
SEWER: CITY OF OCOEE 407 905-3100
CABLE TV: TIME -WARNER COMMUNICATIONS, INC. 407 532-8511
RECLAIMED WATER: CITY OF OCOEE 407) 905-3100
8. FOR THE CITY OF OCOEE WATER AND SANITARY SEWER DETAILS, SEE SHEET 8..
9. ALL WORK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY
AUTHORIZED PERSONNEL OF THE UTILITY COMPANIES, OWNER, AND PROJECT
ENGINEER.
10. SANITARY SEWER LATERALS MUST BE AT A DEPTH OF 3 FEET (MINIMUM) NOT
EXCEED 6 FEET AT THE CURB FOR ALL LOTS.
11. HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA
C600 OR M23 AS APPLICABLE.
12. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN
ACCORDANCE WITH AWWA C651.
13. AT WATER MAIN/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION
DISTANCE OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE
LOWER PIPE. IF SEPARATION IS LESS THAN 18", THE WATER MAIN SHALL BE 20 LF
OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING.
14, WATER MAINS AND STORM SEWER MAINS ARE TO HAVE A 10' (MIN.) HORIZONTAL
SEPARATION DISTANCE. IF THE HORIZONTAL SEPARATION IS LESS THAN 10', THE WATER
MAIN SHALL BE AWWA C150/C151 DUCTILE IRON IN THOSE LOCATIONS. THE CONTRACTOR
IS TO DEFLECT WATER MAINS AROUND DRAINAGE STRUCTURES TO AVOID CONFLICTS.
15. P.V.C. WATER MAINS SHALL BE C-900, DR 18 AS SPECIFIED IN THE ORANGE
COUNTY STANDARDS FOR WATER MAIN CONSTRUCTION.
16. CONTRACTOR SHALL MAINTAIN MINIMUM 3' COVER OVER WATER MAINS, SANITARY
SEWER GRAVITY MAINS, FORCE MAIN AND RECLAIMED WATER MAINS.
17. SANITARY SEWER GRAVITY MAINS SHALL BE SDR 35 PVC.
18. P.V.C. WATER PIPES MUST BEAR THE NSF LOGO FOR POTABLE WATER USE.
19. ALL DUCTILE IRON PIPES MUST BE IN ACCORDANCE WITH AWWA C160/C151.
20. AT SANITARY/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL
SEPARATION DISTANCE OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE
CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", UPGRADE THE
SANITARY GRAVITY PIPE TO SDR 26 PVC. FOR FORCE MAINS, UPGRADE THE
FORCE MAIN TO C900 DR -18 PVC. A MINIMUM OF 12" CLEARANCE IS REQUIRED
AT THE CROSSINGS.
21. ALL UTILITIES CONSTRUCTION CONNECTING TO THE OCPU SYSTEM SHALL CONFORM TO
ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER
AND WATER MAIN CONSTRUCTION.
22. THE CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE UTILITIES CONSTRUCTION
DEPARTMENT 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION.
23. AT WATER MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL
SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE
CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS LESS THAN 18", THE
RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF
AWWA C900 DR 18 PVC AND PRESSURE TESTED.
24. WATER AND RECLAIMED WATER MAINS ARE TO HAVE A 5' (MIN.) HORIZONTAL
SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER (OR 3' INSIDE EDGE
OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL SEPARATION
DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL BE UPGRADED
TO AWWA C900 DR 18 PVC AND PRESSURE TESTED.
25. AT SANITARY SEWER GRAVITY MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE
A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE
UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN
18", THE RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF
CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED.
26. SANITARY SEWER GRAVITY MAINS AND RECLAIMED WATER MAINS ARE TO HAVE A
5' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER
(OR 3' INSIDE EDGE OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL
SEPARATION DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL
UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED.
27. THE CONTRACTOR SHALL MAINTAIN A 3' MINIMUM DISTANCE FROM THE RIGHT-OF-WAY
LINE TO THE WATER MAIN / RECLAIMED WATER. AT STORM STRUCTURES, THE CONTRACTOR
SHALL DEFLECT THE WATER MAIN / RECLAIMED WATER AROUND THE STORM STRUCTURES
TO MAINTAIN A 1' MINIMUM CLEARANCE WITH THE STORM STRUCTURES.
Q28. ALL ON-SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE
A
SHALL BE PLACED BELOW GROUND.
29. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER
SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST EACH HYDRANT.
30. THE CONTRACTOR SHALL REFER TO SHEET #6 FOR FDEP WATER AND SANITARY SEWER NOTES.
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OLE
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INV EL 157.03 (N- &S!
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MANHOLE ® EL 159.7
(DROP CONNECTION)
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9+00
9+50
NOTE: SEE SHEET #4 FOR STORM SEWER INFORMATION.
10+00 10+50 11+00 11+50 12+00
• •
12+50
13+00
13+50
171
168
165
162
159
`tfl
rn
10
14+00 14+29.22
UTILITY LEGEND
® SANITARY FLOW DIRECTION
® MANHOLE
U SANITARY SERVICE (DOUBLE)
T SANITARY SERVICE (SINGLE)
_I 90° BEND
DA AIR RELEASE VALVE
RECLAIMED WATER SERVICE
FIRE HYDRANT
GATE VALVE
I I TEE
0 BLOW -OFF
D REDUCER
tj WATER SERVICE (DOUBLE)
1 WATER SERVICE (SINGLE)
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
UTILITY NOTES.
1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION IN THEIR VICINITY.
2. WATER MAINS AND SANITARY SEWER GRAVITY MAINS ARE TO HAVE A 10' (MIN.)
HORIZONTAL SEPARATION DISTANCE MEASURED FROM EDGE TO EDGE. IF THE
HORIZONTAL SEPARATION DISTANCE IS LESS THAN 10', THE SANITARY SEWER
MAIN SHALL BE UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED.
3. AT WATER MAIN/SANITARY SEWER GRAVITY MAIN CROSSINGS, PROVIDE A (MIN.)
VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER
PIPE AND THE CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS
LESS THAN 18", THE SANITARY SEWER MAIN SHALL BE 20 LF, CENTERED ON THE
POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. MECHANICAL
JOINTS ARE REQUIRED FOR THE SEWER PIPE IF THE SEPARATION IS LESS THAN 18".
4. ALL POTABLE WATER AND SEWER LINES TO MEET CITY OF OCOEE SPECIFICATIONS.
5. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS TO BE 0.407o.
6. RESTORE ALL DISTURBED RIGHT-OF-WAY AREAS TO PREVIOUS CONDITION.
7. UTILITIES:
ELECTRIC: PROGRESS ENERGY 407 646-8501
POTABLE WATER: CITY OF OCOEE 407 905-3100
TELEPHONE: SPRINT 407 814-5334
SEWER: CITY OF OCOEE 407 905-3100
CABLE TV: TIME -WARNER COMMUNICATIONS, INC. 407 532-8511
RECLAIMED WATER: CITY OF OCOEE 407) 905-3100
8. FOR THE CITY OF OCOEE WATER AND SANITARY SEWER DETAILS, SEE SHEET 8..
9. ALL WORK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY
AUTHORIZED PERSONNEL OF THE UTILITY COMPANIES, OWNER, AND PROJECT
ENGINEER.
10. SANITARY SEWER LATERALS MUST BE AT A DEPTH OF 3 FEET (MINIMUM) NOT
EXCEED 6 FEET AT THE CURB FOR ALL LOTS.
11. HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA
C600 OR M23 AS APPLICABLE.
12. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN
ACCORDANCE WITH AWWA C651.
13. AT WATER MAIN/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION
DISTANCE OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE
LOWER PIPE. IF SEPARATION IS LESS THAN 18", THE WATER MAIN SHALL BE 20 LF
OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING.
14, WATER MAINS AND STORM SEWER MAINS ARE TO HAVE A 10' (MIN.) HORIZONTAL
SEPARATION DISTANCE. IF THE HORIZONTAL SEPARATION IS LESS THAN 10', THE WATER
MAIN SHALL BE AWWA C150/C151 DUCTILE IRON IN THOSE LOCATIONS. THE CONTRACTOR
IS TO DEFLECT WATER MAINS AROUND DRAINAGE STRUCTURES TO AVOID CONFLICTS.
15. P.V.C. WATER MAINS SHALL BE C-900, DR 18 AS SPECIFIED IN THE ORANGE
COUNTY STANDARDS FOR WATER MAIN CONSTRUCTION.
16. CONTRACTOR SHALL MAINTAIN MINIMUM 3' COVER OVER WATER MAINS, SANITARY
SEWER GRAVITY MAINS, FORCE MAIN AND RECLAIMED WATER MAINS.
17. SANITARY SEWER GRAVITY MAINS SHALL BE SDR 35 PVC.
18. P.V.C. WATER PIPES MUST BEAR THE NSF LOGO FOR POTABLE WATER USE.
19. ALL DUCTILE IRON PIPES MUST BE IN ACCORDANCE WITH AWWA C160/C151.
20. AT SANITARY/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL
SEPARATION DISTANCE OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE
CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", UPGRADE THE
SANITARY GRAVITY PIPE TO SDR 26 PVC. FOR FORCE MAINS, UPGRADE THE
FORCE MAIN TO C900 DR -18 PVC. A MINIMUM OF 12" CLEARANCE IS REQUIRED
AT THE CROSSINGS.
21. ALL UTILITIES CONSTRUCTION CONNECTING TO THE OCPU SYSTEM SHALL CONFORM TO
ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER
AND WATER MAIN CONSTRUCTION.
22. THE CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE UTILITIES CONSTRUCTION
DEPARTMENT 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION.
23. AT WATER MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL
SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE
CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS LESS THAN 18", THE
RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF
AWWA C900 DR 18 PVC AND PRESSURE TESTED.
24. WATER AND RECLAIMED WATER MAINS ARE TO HAVE A 5' (MIN.) HORIZONTAL
SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER (OR 3' INSIDE EDGE
OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL SEPARATION
DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL BE UPGRADED
TO AWWA C900 DR 18 PVC AND PRESSURE TESTED.
25. AT SANITARY SEWER GRAVITY MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE
A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE
UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN
18", THE RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF
CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED.
26. SANITARY SEWER GRAVITY MAINS AND RECLAIMED WATER MAINS ARE TO HAVE A
5' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER
(OR 3' INSIDE EDGE OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL
SEPARATION DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL
UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED.
27. THE CONTRACTOR SHALL MAINTAIN A 3' MINIMUM DISTANCE FROM THE RIGHT-OF-WAY
LINE TO THE WATER MAIN / RECLAIMED WATER. AT STORM STRUCTURES, THE CONTRACTOR
SHALL DEFLECT THE WATER MAIN / RECLAIMED WATER AROUND THE STORM STRUCTURES
TO MAINTAIN A 1' MINIMUM CLEARANCE WITH THE STORM STRUCTURES.
Q28. ALL ON-SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE
A
SHALL BE PLACED BELOW GROUND.
29. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER
SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST EACH HYDRANT.
30. THE CONTRACTOR SHALL REFER TO SHEET #6 FOR FDEP WATER AND SANITARY SEWER NOTES.
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DRAWN:
ET
CHECKED:
TT
DATE:
OCTOBER 2003
SCALE:
1"-S0'
CAD NAME:
PLAN & PROFILE
JOB #:
11004
SHEET #:
OF 9 SHEETS
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CONDITIONS OF APPROVAL
1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA
STATUES CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER
CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY,
OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD
BE CONSIDERED AS SUCH AN EXEMPTION.
2. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE
LAND DEVELOPMENT CODE AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT.
3. ALL FINISHED FLOOR ELEVATIONS SHALL EXCEED THE 100 YEAR FLOOD ELEVATION BY A MINIMUM
OF ONE FOOT.
4. ALL ONSITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED
BELOW GROUND.
5. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL
SIDE LOT LINES, AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE
STREET RIGHT-OF-WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY
TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED.
6. ALL UTILITY AND DRAINAGE EASEMENTS UPON INDIVIDUAL LOTS SHALL BE MAINTAINED BY
THE LOT OWNER.THE LAND BURDENED BY SUCH EASEMENTS SHALL
Q BE OWNED BY THE INDIVIDUAL LOT OWNERS. SUCH : EASEMENTS SHALL BE DEDICATED TO THE CITY
AT THE TIME OF PLATTING FOR PERPETUAL USE OF THE PUBLIC.
7. THE 10' WALL, LANDSCAPE. AND SIGNAGE EASEMENT SHALL BE FOR THE BENEFIT OF, AND SHALL BE
MAINTAINED BY THE HOMEOWNERS ASSOCIATION, EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE
0 HOUSE SIDE OF THE WALL WITHIN LOT 1 SHALL BE MAINTAINED BY THE OWNER OF LOT 1. THE LAND
BURDENED BY THE EASEMENTS OVER LOT 1 SHALL BE PART OF AND OWNED BY THE OWNER OF LOT 1
AND THE LAND BURDENED BY THE EASEMENT OVER RETENTION POND TRACT "A" SHALL BE A PART OF
TRACT "A" AND OWNED BY THE HOMEOWNERS ASSOCIATION.
8. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION SHALL
BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING.
9. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND BLUE REFLECTIVE MARKER SHALL
BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT.
10. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS
AT ALL RIGHT-OF-WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER
TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS
AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED
LOT SHALL BE CONSTRUCTED AT THE TIME A HOUSE IS CONSTRUCTED ON THE LOT. WHEN
SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS
WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED.
11. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO. 95-17, WHICH REQUIRES
PEDESTAL - MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN
5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE,ON ALL RESIDENTIAL LOTS WHICH
ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY LINE.
12. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE
WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF
PROTECTED TREES SHALL BE MINIMIZE TO THE MAXIMUM EXTENT POSSIBLE AND NO
AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED
TO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORIC TREES.
13. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED
ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE
PRESERVES IF AT ALL POSSIBLE. THE BUFFER WALLS AND ROADS WILL BE DESIGNED
AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS
STREET TREES.
14. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES
WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES.
FOR LOTS CONTAINING PROTECTED TREES, THERE. WILL BE NO GRADING OR OTHER
CONSTRUCTION ON INDIVIDUAL LOTS, EXCEPT AS SPECIFIED IN THE FINAL
SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS.
15. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL
ROAD RIGHT-OF-WAYS AND RETENTION AREAS WILL: BE FLAGGED FOR REVIEW BY THE CITY AND
THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR
SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN
CLEARLY MARKED WITH TREE PROTECTION BARRIERS.
16. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING RIGHT-OF-WAY AND
RETENTION AREAS AS DETAILED IN FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED
TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT IS
ISSUED FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED.
17. RETENTION POND TRACTS "A" & "B" TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION
WITH AN EASEMENT DEDICATED TO THE CITY OF OCOEE.
18. THE FOUNDATION FOR EACH SINGLE-FAMILY RESIDENTIAL DWELLING UNIT TO BE CONSTRUCTED
ON THE PROPERTY SHALL HAVE AN ELEVATION WHICH EXCEEDS THE APPLICABLE 100 -YEAR FLOOD
ELEVATION BY A MINIMUM OF ONE (1) FOOT.
19. ALL ACCESS RIGHTS TO ADAIR STREET SHALL BE DEDICATED TO THE CITY, EXCEPT AT THE
APPROVED LOCATION SHOWN ON THIS PLAN.
20. ALL EXISTING STRUCTURES (INCLUDING PAVEMENT, POWER LINES, FENCES, ETC.), AS WELL
AS EXISTING UTILITY EASEMENTS, WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING
CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES.
21. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO THE DECLARATION OF EASEMENTS,
COVENANTS AND RESTRICTIONS, ASSOCIATION DOCUMENTS, AND DEEDS CONVEYING PROPERTY
TO THE HOMEOWNERS ASSOCIATION, SHALL BE APPROVED BY THE CITY PRIOR TO PLAT APPROVAL.
22. ANY DAMAGE CAUSED TO ADAIR STREET AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED
TO THE PROJECT, SHALL BE PROMPTLY REPAIRED BY THE DEVELOPER TO THE APPLICABLE
GOVERNMENT STANDARDS AT THE DEVELOPER'S SOLE COST AND EXPENSE.
23. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ADAIR STREET EXCEPT AT THE APPROVED
LOCATION SHOWN ON THE PLAN.
24. STREETLIGHTS WILL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION
AT HIS EXPENSE, AND THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER
A 0 H R ACE -N0. 9 -17
25. NOTHING HEREIN SHALL BE CONSTRUCTED TO WAIVE ANY PROVISIONS OF THE LAND DEVELOPMENT
CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON THE WAIVER TABLE OR EXPLICITLY
0 SET OUT ON THE FINAL SUBDIVISION PLAN.
26. ALL RETENTION PONDS WILL BE UNFENCED WITH SLOPES LEADING INTO THE POND WHICH ARE
NO GREATER THAN 5 -TO -1 AND BACKSLOPES NO GREATER THAN 3 -TO -1.
27. A MINIMUM OF 20 FEET UNOBSTRUCTED CLEARANCE IS REQUIRED AT ALL ENTRANCE ROADS.
28. ASIDE FROM ROAD, RETENTION AREAS AND PARK AREAS, THE ONLY LAND USE WILL BE DETACHED
SINGLE-FAMILY RESIDENTIAL.
29. PURSUANT TO ORDINANCE #2001-18, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE
LEGALLY ASSIGNED NAME OF THE SUBDIVISION. THE LEGALLY; ASSIGNED NAME OF THE SUBDIVISION
IS "ADAIR POINTE." ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION. MUST BE APPROVED
BY THE CITY COMMISSION.
30. A.) NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO THE
PROPERTY OWNERS ASSOCIATION ("THE ASSOCIATION") OR ANY PROVISIONS TO THE CONTRARY
CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE
FOR THE MAINTENANCE OF THE PROJECT'S STORMWATER MANAGEMENT SYSTEM (SWMS),
INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS :(I) THE ENTIRE SWMS
FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY
BOTH THE CITY AND THE SJRWMD, (II) THE STORMWATER RETENTION PONDS INTENDED TO BE
CONVEYED TO THE ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATION,
(III) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE
SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND
ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE
DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE
CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION
ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT
TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE
SWMS.
B.) ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL
INCLUDE THE FOLLOWING PROVISIONS:
I. PROVISIONS ALLOWING THE CITY TO LEVY, COLLECT, ENFORCE ASSESSMENTS
FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATION FAILS TO DO SO OR FAILS TO
MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE.
II. PROVISIONS GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO
MAINTAIN/REPAIR THE SWMS AND OBTAIN REIMBURSEMENT FROM THE
ASSOCIATION, OR FROM THE DEVELOPER IF (1) TURNOVER OF CONTROL TO THE
MEMBERS HAS NOT OCCURRED, OR (II) IF THE DEVELOPER IS STILL RESPONSIBLE FOR
MAINTENANCE OF THE SWMS.
III. PROVISIONS PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A
RESPONSIBLE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE
EVENT OF DISSOLUTION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL
THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE
LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE
ASSOCIATION.
IV. PROVISIONS THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDINGS
WITH THE FLORIDA SECRETARY OF STATE.
V. PROVISIONS THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION
TO THE MEMBERS, THE DECLARANT SHALL (DELIVER TO THE NEW BOARD OF DIRECTORS
THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY THE ENGINEER'S
CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL
APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT
INDICATES ANY CORRECTIVE ACTION IS REQUIRED THE DECLARANT'S SHALL BE REQUIRED
TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE
AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF
SUCH CORRECTIVE ACTION.
VI. PROVISIONS THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER
GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE
ASSOCIATION.
VII. PROVISIONS THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY
REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE
AMENDMENT.
Vill. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL
BE CONSISTENT WITH THE FOREGOING PROVISIONS.
31. THE LANDSCAPE BUFFER/EASEMENT ALONG ADAIR STREET SHALL HAVE
SHADE TREES PLANTED EVERY 30 FEET AND SHRUBS PLANTED ALONG
AT LEAST 25 % OF THE LENGTH OF THE WALL. THE WALL SHALL BE
CONSTRUCTED AT' LEAST 5 FEET BACK FROM THE ROAD RIGHT-OF-WAY
LINE.
32. ALL SCREEN WALLS, LANDSCAPE BUFFERS, ENTRY AND CORNER
LANDSCAPE IMPROVEMENTS, AND SIDEWALKS ALONG ADAIR
STREET AND ADJACENT TO COMMON AREAS ALONG THE ENTRANCE
ROAD SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE
CERTIFICATE OF COMPLETION FOR THE SUBDIVISION IMPROVEMENTS.
33. A STREET TREE SHALL BE PROVIDED BY THE HOME BUILDER AT
THE FRONT OF EACH LOT PRIOR TO ISSUANCE OF A CERTIFICATE
OF OCCUPANCY FOR THE HOUSE CONSTRUCTED ON THAT LOT. EACH
TREE SHALL BE A SHADE TREE AND SHALL BE A MINIMUM OF 2" DBH
AND 10' TALL AT THE TIME OF PLANTING.
34. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR
EACH INDIVIDUAL LOT, THE BUILDINGS SHALL NOT EXCEED 40%
LOT COVERAGE AND THE TOTAL OF ALL IMPERVIOUS SURFACES
SHALL NOT EXCEED 50 % LOT COVERAGE.
35. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG
THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING
PROTECTED TREES TO BE PRESERVED.
Q36. AT SUCH TIME AS THE CITY OR DEVELOPER ACQUIRES FEE TITLE OR AN
EASEMENT TO THE ADJACENT LAND IMMEDIATELY SOUTH OF THE
0 SUBDIVISION, THE DEVELOPER SHALL EXTEND THE 4' SIDEWALK ALONG THE
EASTERN EDGE OF TRACT "B" ACROSS THE ACQUIRED PROPERTY TO CITY
3 PROPERTY TO ALLOW PEDESTRIAN ACCESS FROM THE SUBDIVISION TO THE
ADJACENT CITY PARK, EAST OF THE SUBDIVISION. IN THE EVENT ACQUISITION
OF THE PROPERTY OCCURS FOLLOWING TURNOVER OF CONTROL OF THE ASSOCIATION
TO THE MEMBERS, THE ASSOCIATION SHALL BE RESPONSIBLE FOR EXTENDING
THE SIDEWALK. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
SHALL INCLUDE A PROVISION SETTING FORTH THIS OBLIGATION.
Q37. AT THE TIME OF APPROVAL OF THIS FINAL SUBDIVISION PLAN, THE DEVELOPER
SHALL CONTRIBUTE $6,000.00 TO THE CITY FOR RECREATIONAL EQUIPMENT
FOR USE OFF-SITE ON CITY PROPERTY TO BE DETERMINED BY THE CITY
OF OCOEE PARKS AND RECREATION DEPARTMENT.
1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE
HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN
WATER WORKS ASSOCIATION (AWWA) STANDARDS.- (FAC 62-555.320)(21)(8), RSWW 8.0, AND AWWA
STANDARDS AS INCORPORATED INTO FAC 62-555.330; EXCEPTIONS ALLOWED UNDER FAC
62-555.320(21)(C))
2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED
UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO
NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.320.(3)(8), F.A.C., OR OTHER
APPLICABLE STANDARD, REGULATIONS, OR REQUIREMENTS REFERENCED IN PARAGRAPH
62-555.320(3)(B), F.A.C., (FAC 62-555.320(3)(B); EXCEPTIONS ALLOWED UNDER FAC
62-555.320(3)(D))
3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN
8.0% LEAD, AND ANY SOLDER A FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAT 2.0%
LEAD. (FAC 62-555.322)
4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE CODED OR MARKED IN
ACCORDANCE WITH SUBPARAGRAPHS 62-555.320 (21)(8)3, F.A.C., USING BLUE AS A PREDOMINANT
COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED
BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO,
OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE
STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL 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 STRIP PIPE DURING
INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL. 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 WILL BE
APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF
THE PIPE. ABOVEGROUNG PIPE WILL BE PAINTED BLUE OR WILL BE COLORED CODED OR MARKED
LIKE UNDERGROUND PIPE.) (FAC 62-555.320 (21)(8)3)
5. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE
WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURES' RECOMMENDED
PROCEDURES. (FAC 62-555.320(20)(B), RSWW 8.5.1, AND AWWA STANDARDS AS INCORPORATED INTO
FAC 62-555.330)
6. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE
INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND
UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE
TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED
IN APPLICABLE AWWA STANDARDS OR MANUFACTURES' RECOMMENDED INSULATION PROCEDURES)
FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM
OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. (FAC 62-555.320(21)(B), RSWW 8.5.2)
7. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE
PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. (FAC 62-555.320
(21)(B) AND RSWW 8.5.4)
8. NEW OR ALTERED WATER MAINS, THAT ARE INCLUDE IN THIS PROJECT AND THAT WILL BE
CONSTRUCTED OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND
LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARDS C603 OR C605, RESPECTIVELY, AS
INCORPORATED INTO RULE 62-555.330, FAC., AND ALL OTHER NEW OR ALTERED WATER MAINS
INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA
STANDARD C600 AS INCORPORATED INTO RULE 62-555.330. (FAC 62-555.320 (21)(B) 1 AND AWWA
STANDARDS AS INCORPORATED INTO FAC 62-555.330)
9.. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES
THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE
DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED
IN ACCORDANCE WITH RULE 62-555.340, FAC (FAC 62-555.320(21)(B) 2 AND FAC 62-555.340)
10. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO
PROVIDE A HORIZONTAL DISTANCE OF AT LEAST 3 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN
AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER,
STORMWATER FORCE MAIN, OR PIPELINE COVERING RECLAIMED WATER REGULATED UNDER PART III OF
CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST 6 FEET BETWEEN THE OUTSIDE OF
THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER
(OR A HORIZONTAL DISTANCE OF AT LEAST 3 FEET BETWEEN THE OUTSIDE THE WATER MAIN AND
THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF
THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A
HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE
MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER
62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST 10 FEET BETWEEN THE OUTSIDE OF THE
WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND
DISPOSAL SYSTEM." (FAC 62-555.314(1); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5))
11. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND
THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER WILL
BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE;
AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND
THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR
STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE
OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. (FAC
62-555.314(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5))
12. AT THE UTILITY CROSSING DESCRIBED IN PART II.C.W ABOVE, ONE FULL LENGTH OF WATER MAIN
PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL
BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGES SO THAT
ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY
SEWERS, STORMSEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER
UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN
GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES
CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (FAC
62-555.314(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5))
13. WHERE THE FDEP WATER NOTES AND UTILITY NOTES (ON SHEET#5) CONFLICT THE MOST
RESTRICTIVE CRITERIA SHALL APPLY.
FDEP SANITARY SEWER NOTESi
1. TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN
PACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE
SOIL -PIPE SYSTEM. TESTING REQUIREMENTS SPECIFY: 1) NO PIPE
SHALL EXCEED A DEFLECTION OF 5%; 2) USING A RIGID BALL OR
MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NO LESS
THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE
DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN
THE ASTM SPECIFICATIONS, INCLUDING THE APPENDIX, TO WHICH
THE PIPE MANUFACTURED; AND 3) PERFORMING THE TEST WITHOUT
MECHANICAL PULLING DEVICES. [RSWF 33.85]
2. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: 1) THE LEAKAGE
EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS
PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY
SECTION OF THE SYSTEM; 2) EXFILTRATION OR INFILTRATION TESTS
BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET; AND
3) AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE
IN ASTM C-828 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE
PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER
MATERIALS APPROPRIATE TEST PROCEDURES. [RSWF 33.93, 33.94,
AND 33.95]
3. A BENCH SHALL BE PROVIDED ON EACH SIDE OF ANY MANHOLE
CHANNEL WHEN THE PIPE DIAMETER(S) ARE LESS THAN THE
MANHOLE DIAMETER AND THAT NO LATERAL SEWER, SERVICE
CONNECTION, OR DROP MAHOLE PIPE DISCHARGES ONTO THE
SURFACE OF THE BENCH.
50' R/W
TOOLED EDGES
1/8" RADIUS -�� 1/8"
4:
d 4
d
e e.• •
• • G • •- o v �• e
, e
CONTRACTION
JOINT
N.T.S.
° °• 'e• tie
PREMOULDED JOINT
MATERIAL
EXPANSION JOINT
N.T.Y.
4'OR5'WIDE
4" THICK
r-1 1 1-111-"
CONCRETE WALK AT 3,000 P.S.I.;
WOOD FLOAT FINISH, SAW CUT
CONTRACTION JOINTS AT
5' O.C. MIN. EXPANSION JOINTS COMPACTED SUBGRADE
AT 20' O.C. MIN.
CONCRETE SIDEWALK
N.T.S.
4' 7' 2' 1 24' PAVEMENT 2' 7'
MIAMI CURB (TYP) 1-1/2" FDOT TYPE S-1
24" ASPH CONC (TYP)
12" 12" 12" 12" 2%, 2.08% 2.08%_�
1/2" R �I ��� \� . r�\i\\ �\\r\\.1\\� �_1\
STABILIZED • SUBGRADE: -
310
MLAMI CURB
- N.T.S.
12" (TYP)
CONC SIDEWALK (TYP)
12" (TYP)
.13
I Z6" THICK STABILIZED SUBGRADE (TYP)
6" LIMEROCK BASE COMPACTED TO MIN. DENSITY
OF 98% OF MAX. DENSITY PER AASHTO T-180 (TYP)
12" SUBBASE COMPACTED TO 95% MAX DENSITY
THE TOP 6" STABILIZED TO FBV 50 (TYP)
TYPICAL. RY ROADWAY SECTION
N.T.S.
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�- Inlet Type 2 Symmetrical About €
t
.6 0•a�°• f-- A
2' Did. Cover
See Slab Reinforcing + € Inlet
Detail This Sheet.
B s" B
`zo
5' 0 Concrete TP
I i
Support Post
3'-0"
L...A
PLAN (INLET TYPE 2 SYMMETRICAL ABOUT 0
To Be Paid Limits Of Inlet Construction To Be Paid
For As C. & G. For As C. & G.
F.L. Of Gutter Ia
to
%T W I
DIMENSIONAL SECTION
INLETS TYPES I AND 2
#6 Bars Unless
Inlet Type 4 Symmetrical About €
�,. A
0
2' Dia. Cover
See Slab Reinforcing
Detall This Sheet. +
s;p 6a € Inlet `
B �" B
L5" 0 Concrete Z01
J
Support Post
9'-0"
L..A
PLAN (INLET TYPE 4 SYMMETRICAL ABOUT 0
To Be Paid Limits Of Inlet Construction To Be Paid
For As C. & G. For As C & G.
F.L. Of Gutter
to T
I31-L 6'-0" 3'-O" { 3'-0'
r Gutter Gutter °
Trans. Trans.
SECTION BB (INLET TYPE 4 SYMMETRICAL ABOUT 0
4'- !'-6"
b -T Ir7(
~�
See Note :c. 5" 0 Concrete �D
No. 4 Support Post
6" Concrete Or
8" Brick.
DIMENSIONAL SECTION
INLETS TYPES 3 AND 4
Otherwise Shown #6 Bars Unless
#6 Bars o #6 Bars oOtherwise Shown
9" Ctrs.Ae
9" Ctrs. 9" 6"' 74"7�i1�3io 9" Ctrs. #6 Bars o 9" Ctrs.
#6 Bars 00
#6 Bars#4 Bars 0 8" Ctrs. o B" Ctrs. #4 Bars #7 Bors l -5 {Both Ways Both Ways
trs. #4 Bars o 8" Ctrs.
3'-6' Diameter _I r 4'-0" Diameter 1
REINFORCING SECTION REINFORCING SECTION
3'-6" DIA. STRUCTURE BOTTOM (SECTION AA) 4'-O" DIA. STICTURE BOTTOM (SECTION AAI
TRANSVERSE SECTIONS FOR INLETS TYPES 1, 2, 3 & 4
K21 o CURB INLET TOPS TYPES 1, 2, 3 & 4
- N.T.S.
rA
m�
#6 Bars o 9" e
#6 Bars Q
Back Of Curb--_
Face Of Curb
Back Of
. 1
pport Post
INLETS TYPES I AND 3
INLETS TYPES 2 AND 4
SLAB REINFORCING
GENERAL NOTES
1. The finished grade and slope of the inlet tops are to
conform with the finished cross slope and grade of the
proposed sidewalk and/or border.
2. When inlets are to be constructed on a curve, refer to the
plans to determine the radius and, where necessary, modify
the inlet details ac ordingly. Bend steel when necessary.
J. All steel In inlet top shall have 14'
minimum cover unless
otherwise shown. Inlet tops shall be either cast -In-place
or precast concrete.
4. The rear wall portion of Inlet tops Types 1, 2, 3 & 4 may
be constructed with brick. Dowels to top slab required.
6. For supplemental details see Index No. 201.
5. Only round concrete support post will be acceptable.
7. These Inlets are to be used with Curb and Gutter Types E
and F. Locate outside of pedestratn crosswalk where practical.
8. For sturature bottoms see Index No. 200.
9. Inlet to be paid for under the contract unit price for Inlets
(Curb) (Type_), Each.
9" b"' 7r 10' #6 Top Bars
P-
10j 7" J J' #6 Bottom Bars
2/g For 3'-6" Structure Bottom
#7 Bottom Bars 3"3" 181'For 4'-0" Structure Bottom
FF#6 Bars o 9"' Ctrs. ,
III I �
ti
i I zO
I. P-6' #4 Bars o 8" Ctrs.
r�
DIMENSION & REINFORCING HALF SECTION
TYPES A & E CURB (HALF SECTION AA)
(TYPE E GUTTER SHOWN)
3'-0"
I
12'MIN. EXAMPLE
70'-0"
R/W
'-0"
3'-0"
00
Gutter
DRIVEWAY
Gutter
&
Trans.
r CI
Trans.
�-�- 12' MIN. -+� g'
SECTION BB (INLET TYPE 2 SYMMETRICAL
ABOUT 0
NO
c�
4'-0"
/'-6"
X
A
B
C
E
F
G
Single
Pipe
a
Quad
Pipe
N
�
ti
CONCRETE
Single Double
Pipe Pipe
(Cu. Yds.)
Triple Quad
Pipe Pipe
to
Quad
Pipe
/9-
SeeNote v
2.27'
5" 0 Concrete
6.36'
4.03'
No. 4
1.22'
Support Post I
_?
9.79'
12.37'
1.19'
OC4
0.76
6' Concrete Or
8" Brick. I,.jI..
15„I
194
8
/D
DIMENSIONAL SECTION
INLETS TYPES I AND 2
#6 Bars Unless
Inlet Type 4 Symmetrical About €
�,. A
0
2' Dia. Cover
See Slab Reinforcing
Detall This Sheet. +
s;p 6a € Inlet `
B �" B
L5" 0 Concrete Z01
J
Support Post
9'-0"
L..A
PLAN (INLET TYPE 4 SYMMETRICAL ABOUT 0
To Be Paid Limits Of Inlet Construction To Be Paid
For As C. & G. For As C & G.
F.L. Of Gutter
to T
I31-L 6'-0" 3'-O" { 3'-0'
r Gutter Gutter °
Trans. Trans.
SECTION BB (INLET TYPE 4 SYMMETRICAL ABOUT 0
4'- !'-6"
b -T Ir7(
~�
See Note :c. 5" 0 Concrete �D
No. 4 Support Post
6" Concrete Or
8" Brick.
DIMENSIONAL SECTION
INLETS TYPES 3 AND 4
Otherwise Shown #6 Bars Unless
#6 Bars o #6 Bars oOtherwise Shown
9" Ctrs.Ae
9" Ctrs. 9" 6"' 74"7�i1�3io 9" Ctrs. #6 Bars o 9" Ctrs.
#6 Bars 00
#6 Bars#4 Bars 0 8" Ctrs. o B" Ctrs. #4 Bars #7 Bors l -5 {Both Ways Both Ways
trs. #4 Bars o 8" Ctrs.
3'-6' Diameter _I r 4'-0" Diameter 1
REINFORCING SECTION REINFORCING SECTION
3'-6" DIA. STRUCTURE BOTTOM (SECTION AA) 4'-O" DIA. STICTURE BOTTOM (SECTION AAI
TRANSVERSE SECTIONS FOR INLETS TYPES 1, 2, 3 & 4
K21 o CURB INLET TOPS TYPES 1, 2, 3 & 4
- N.T.S.
rA
m�
#6 Bars o 9" e
#6 Bars Q
Back Of Curb--_
Face Of Curb
Back Of
. 1
pport Post
INLETS TYPES I AND 3
INLETS TYPES 2 AND 4
SLAB REINFORCING
GENERAL NOTES
1. The finished grade and slope of the inlet tops are to
conform with the finished cross slope and grade of the
proposed sidewalk and/or border.
2. When inlets are to be constructed on a curve, refer to the
plans to determine the radius and, where necessary, modify
the inlet details ac ordingly. Bend steel when necessary.
J. All steel In inlet top shall have 14'
minimum cover unless
otherwise shown. Inlet tops shall be either cast -In-place
or precast concrete.
4. The rear wall portion of Inlet tops Types 1, 2, 3 & 4 may
be constructed with brick. Dowels to top slab required.
6. For supplemental details see Index No. 201.
5. Only round concrete support post will be acceptable.
7. These Inlets are to be used with Curb and Gutter Types E
and F. Locate outside of pedestratn crosswalk where practical.
8. For sturature bottoms see Index No. 200.
9. Inlet to be paid for under the contract unit price for Inlets
(Curb) (Type_), Each.
9" b"' 7r 10' #6 Top Bars
P-
10j 7" J J' #6 Bottom Bars
2/g For 3'-6" Structure Bottom
#7 Bottom Bars 3"3" 181'For 4'-0" Structure Bottom
FF#6 Bars o 9"' Ctrs. ,
III I �
ti
i I zO
I. P-6' #4 Bars o 8" Ctrs.
r�
DIMENSION & REINFORCING HALF SECTION
TYPES A & E CURB (HALF SECTION AA)
(TYPE E GUTTER SHOWN)
Ta
-I I
06.42' 0 6.25' Dimensions permitted to allow use of 8' stanaard pipe lengths.
010.40' O 10.10' Dimensions permitted to allow use of 72' standard pipe lengths.
0 O Concrete slab shall be deepened to form bridge across crown of pipe. See section below.
Sod Beveled Or Round Comers N Cid Constriction Joints Permitted
' Grate FF1
�\ Fastener :
Concrete Slab, 3' Thick, Reinforced With
WWF 6x6-W1.4xW14
TOP VIEW -SINGLE PIPE
n,� rzT%s
o O-��i--- Gomes SAx�°ai
Saddle
2' -1 i
Not Less Than D
No Pipe Joint Permitted
Unless Approved By The Engineer E
Paid For As Pipe Culvert F (Pipe To Be Included Under Unit Price For Mitered I
SECTION
W
tu
rxI )K
Construction Joints Permitted
Ditch Grade
3' 2' Sod
I' Beveled Or Round Corners
I I -T
=1 I Grate 1
Joints Permitted
- Fastener -LI
Concrete Slab, 3' Th1ak, Reinforced With Sod
WWF 6x6-W14xW14 Z�``'
TOP VIEW -MULTIPLE PIPE
Note: See Sheets 5 and 6 for details and general notes.
*Slope:
To € Pipe For Pipes /8" And Smaller
21 For Pipes 24' And Larger.
273 MITERED END SECTION
ON
CAST IRON GRATE NOT
PERMITTED ON INLET TYPE D
(-+-- VARIES 25'
I
12'MIN. EXAMPLE
(VARIES)
R/W
25'R.
.; Ilk
00
o CO CO
DRIVEWAY
DIMENSIONS
&
QUANTITiES
r CI
-
�-�- 12' MIN. -+� g'
(VARIES) MIN.
vaaraaaaa�aa�a�
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NO
c�
Cu
D
X
A
B
C
E
F
G
Single
Pipe
M
Double Triple
Pipe Pipe
Quad
Pipe
N
GRATE SIZES
Standard Extra
Weight Pipe Strong Pfpe
CONCRETE
Single Double
Pipe Pipe
(Cu. Yds.)
Triple Quad
Pipe Pipe
SODDING (Sq. Y(fs.)
Single Double Triple
Pipe Pipe Pipe
Quad
Pipe
/9-
2'-
2.27'
4.09
6.36'
4.03'
8'
1.22'
4.63
72/'
9.79'
12.37'
1.19'
OC4
0.76
1.16
154
194
8
/D
11
!2
18'
24'
2'-10"
3'-5'
2.36'
2.53'
5.12
7./B'&
7.48'
9.71'
5.03'
7.03' o
9'
R'
147'
1.73'
4.92'
5.50'
T.75'
8.92'
10.58'
12.33'
73.42'
15.75'
121'
1.25'
0.85
102
1.28
158
171
215
2.I/
2 75
9
/0
/0
12
12
13
13
/5
30"
4'-3'
2.70'
9.25'
1195'
9.03'
13'
2.00'
6.08'
10.33'
14.58'
18.83'
1.29
2 3'
123
1.98
2.74
3.50
I /2
14
15
O
36'
5'-P
2.87'
1131'0
14.18'
1103'0
/5'
2.24`
6.67'
1175'
16.83'
2J 92'
1.33
2 3'
1.40
2.38
3.33
4.24
/3
15
17
20
42'
6'-
3.05'
13.37'
16.42'
13.03'
1/'
2.45'
7.25'
13.25'
19.25'
25.25'
1.38
2 3
160 1
2.83
4.04
5.26
14
n
19
22
6'-9'
3.22'
15.43
18.65'
15.03'
/9`
265'
7.83`
14.58`
N.
2B.08'
142
2 3
1.81
3.26
4.70
6.14
15
18
21
24
7' -Lr
r
3.39
f7.49 ,
r
20.88
/7.03 r
21 ,
2.83 r
r
8.42
16.08
r
23.75
r
3142
196 r
3w 4"
203
3.78
5.54
7.28
O
20
23
27
60"
8'-6'
T 3.56'
1 19.55'
2YA
19.03'
23
TO
9.00'
I7.5W
26.00'
1 34.50'
150
3' 4"
1 4.36 1
6.43
8.50
18
22
25
29
Ta
-I I
06.42' 0 6.25' Dimensions permitted to allow use of 8' stanaard pipe lengths.
010.40' O 10.10' Dimensions permitted to allow use of 72' standard pipe lengths.
0 O Concrete slab shall be deepened to form bridge across crown of pipe. See section below.
Sod Beveled Or Round Comers N Cid Constriction Joints Permitted
' Grate FF1
�\ Fastener :
Concrete Slab, 3' Thick, Reinforced With
WWF 6x6-W1.4xW14
TOP VIEW -SINGLE PIPE
n,� rzT%s
o O-��i--- Gomes SAx�°ai
Saddle
2' -1 i
Not Less Than D
No Pipe Joint Permitted
Unless Approved By The Engineer E
Paid For As Pipe Culvert F (Pipe To Be Included Under Unit Price For Mitered I
SECTION
W
tu
rxI )K
Construction Joints Permitted
Ditch Grade
3' 2' Sod
I' Beveled Or Round Corners
I I -T
=1 I Grate 1
Joints Permitted
- Fastener -LI
Concrete Slab, 3' Th1ak, Reinforced With Sod
WWF 6x6-W14xW14 Z�``'
TOP VIEW -MULTIPLE PIPE
Note: See Sheets 5 and 6 for details and general notes.
*Slope:
To € Pipe For Pipes /8" And Smaller
21 For Pipes 24' And Larger.
273 MITERED END SECTION
ON
CAST IRON GRATE NOT
PERMITTED ON INLET TYPE D
STEEL GRATE
i
n
6'-0" 8" v, 8„ 3'-610
Inless Otherwise °p Unless Otherm
>hown On Plans ¢ Shown On Pla
NOTE: Alt. B Structure Bottom Only. See Detail No. 200
STRUCTURE BOTTOM FOR INLET TYPE D
u
I
PLAN
5'
(-+-- VARIES 25'
I
12'MIN. EXAMPLE
(VARIES)
R/W
25'R.
.; Ilk
00
o CO CO
DRIVEWAY
P Grote
r r. r..... r... a r. r...,
o
r CI
-
�-�- 12' MIN. -+� g'
(VARIES) MIN.
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TYPE D
4'MIN. 4' MIN.
NOTES: FLARE CURB & GUTTER
Straight Bars ex
PERPENDICULAR TO STREET CA CITY OF OCOEE UTILITIES DEPARTMENT
OR PERPENDICULAR TO A TANGENT
IF CURVILINEAR. TYPICAL LOCATIONS
2. DRIVE APPROACH AND SIDEWALK SINGLE FAMILY
THROUGH DRIVE SHALL BE 6"THICK
SECTION
Bonds lJ'x4"
OCT.,91 KOVACS I FIG 600
TYPE D
APProx. Weight :,,
STEEL GRATE
i
n
6'-0" 8" v, 8„ 3'-610
Inless Otherwise °p Unless Otherm
>hown On Plans ¢ Shown On Pla
NOTE: Alt. B Structure Bottom Only. See Detail No. 200
STRUCTURE BOTTOM FOR INLET TYPE D
u
I
PLAN
5'
(-+-- VARIES 25'
I
12'MIN. EXAMPLE
(VARIES)
R/W
25'R.
MAX
00
o CO CO
DRIVEWAY
P Grote
APRON
o
r CI
Eye Bolt
�-�- 12' MIN. -+� g'
(VARIES) MIN.
See Index 201
NO
c�
#4 Bars
woo
(D /2' Ctrs.
4'MIN. 4' MIN.
NOTES: FLARE CURB & GUTTER
1. PROPERTY LINE IS PROJECTED
PERPENDICULAR TO STREET CA CITY OF OCOEE UTILITIES DEPARTMENT
OR PERPENDICULAR TO A TANGENT
IF CURVILINEAR. TYPICAL LOCATIONS
2. DRIVE APPROACH AND SIDEWALK SINGLE FAMILY
THROUGH DRIVE SHALL BE 6"THICK
SECTION
DATE: DWG. FIG.
OCT.,91 KOVACS I FIG 600
TYPE D
Z
Recommended Maxlmum Pipe Size:
3'-l" Wall -24" Pipe
C/) C.5_
4'-I' Wall -36" Pipe
I v
GENERAL NOTES
1. These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches,
medians and other areas subject to infrequent traffic loadings but are not to be placed
in areas subject to any heavy wheel loads.
2. Inlets subject to minimal debris should be constructed without slots. Where debris Is a
problem inlets should be constructed with slots. Slotted Inlets located within roadway
clear zones and In areas accessible to pedestrians shall have traversable slots. The
traversable slot modification /s not adaptable to inlet Type H. Slots may be constructed
at either or both ends as shown on plans.
I
J. Steel grates are to be used on all inlets where bicycle traffic /s anticipated. Steel grates
are to be used on al/ Inlets with traversable slots. Either cast Iron or steel grates may be
used on inlets without slots where bicycle traffic is not anticipated. Either cast Iron or
steel grates coy be used on all inlets with non -traversable slots. Subject to the selection
described above, when Alternate G grate Is specified in the plans, either the steel grate,
hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the
plans stipulate the particular type.
4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than
8" those recommended must be checked for fit.
5. All exposed corners and edges of concrete are to be chamfered 10
.
6. Pavement to be used on inlets without slots and inlets with non -traversable slots only
when called for In the plans: but required on all traversable slot inlets. Cost to be
included in contract unit price for inlets. Quantities shown are for information only.
7. Traversable slots constructed in existing inlets shall be paid for as inlets partial,
and shall Include the cost for slot openings, paving and any required replacement grates.
8. Sodding to be used on all Inlets not located in paved areas and paid for under contract
unit price for Sodding SY.
9. For supplementary details see Detail No. 201.
232® E® .O®T® TYPE D INLET
- N.T.S.
Anchor Bales With 2 - 2' x 2' x 4'
IIIIIIII Illu�l Sidewalk Stakes Per Bale.
op -
Ditch FE -1
Apron Ditch
Curb & Gutter-//����I���III��IIIIIIIIIIUIIII�I�II�i��\00g\ Curb & Gutter _ _ --
�(�118111�nlilill I�IIIIII�@IIIII[\
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
Post lOptionsr 2"x4" Or I Optional Post Position Principle Post Position
2]' Min. Dia. Wood• Steel _ (Canted 20° Toward Flow)
1.33 Lbs/Ft. Min.)6' Max. Filter Fabric (In 8
Conformance With C
Sec. 985 FDOT Spec.)
o � Filter Fabric
o •c
�llt Flow
16
ELEVATION SECTION
Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
TYPE .Iii SILT FENCE
v
Type III" Silt Fence Protection
Around Ditch Bottom Inlets.
Do not deploy in a manner that silt fences will act as a dam across permanent flowing
watercourses. Silt fences are to be used at upland locations and turbidity barriers
used at permanent bodies of water.
SILT FENCE APPLICATIONS
Slit Flow
Note: Spacing for Type .III Fence to be in
accordance with Chart Z Sheet l of 3
and ditch installations at drainage
structures Sheet 2 of J.
Type .III Silt Fence
BALED HAY OR STRAW BARRIERS AND SILT FENCES
.T.S.
PROPERTY LINE -
(-+-- VARIES 25'
I
12'MIN. EXAMPLE
(VARIES)
R/W
25'R.
MAX
00
o CO CO
DRIVEWAY
APRON
H n
CURB & GUTTER
�-�- 12' MIN. -+� g'
(VARIES) MIN.
VARIES
NO
90?
Z
woo
4'MIN. 4' MIN.
NOTES: FLARE CURB & GUTTER
1. PROPERTY LINE IS PROJECTED
PERPENDICULAR TO STREET CA CITY OF OCOEE UTILITIES DEPARTMENT
OR PERPENDICULAR TO A TANGENT
IF CURVILINEAR. TYPICAL LOCATIONS
2. DRIVE APPROACH AND SIDEWALK SINGLE FAMILY
THROUGH DRIVE SHALL BE 6"THICK
WITH 6"x 6"x 10 WIRE MESH RESIDENTIAL DRIVES
DATE: DWG. FIG.
OCT.,91 KOVACS I FIG 600
STREET CURB & GUTTER -�
NOTES:
(D- CONCRETE TO BE 2500 PSI
0-- APPROACH & SIDEWALK IN DRIVE TO BE 6" THICK W/ WIRE MESH
OR FIBER MESH.
3- 1 x 4 USED AT EXPANSION JOINTS TO BE PRESSURE TREATED.
4- ALL WOOD STAKES USED IN FORM WORK TO HAVE 2" OR MORE
MORE OF CONCRETE COVER.
(!j)- SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK
WIDTH. NOT REQUIRED IN DRIVE.
C-3
cm
Z
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DRAWN:
ET
CHECKED:
TT
DATE:
OCTOBER 2005
SCALE:
NONE
CAD NAME:
DRAINAGE DETAILS
JOB #:
11004
SHEET #:
OF 9 SHEETS
M
7)
24" x 24" x 6" TROWEL -FINISHED CORPORATION CURB STOP CORPORATION U -BRANCH
THICK CONC. PAD CONCRETE BENCHING STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING RAISED 1-1/2" LETTERS RAISED 1-1/2" LETTERS
TYP. EACH VALVE BOX. (1 x /4" SET TOP OF VALVE BOX FLUSH WITH TOP OF COVER
CONCRETE BASE SEE MANHOLE MARK WITH ( x 3/4' FLUSH WITH TOP OF COVER
3" DIA. BRONZE DISC WOOD PAINTED
ANCHORED IN CONC. PAD #4 BARS ALL so o CONNECTION BLUE & WITH CURB STOP TO FINISHED GRADE
STAMP AS R Q D AAROUND 3 DIA. BRONZE A ;v LOT NUMBERS 2 EA.
(SEE NOTE 1) DISC ANCHORED IN z z 6" REINFORCED CONCRETE
CONC. PAD STAMP COLLAR IN UNPAVED AREA
SIZE OF VALVE AS REQ D. FINISHED GRADE �\ OF 0 OF
TYPE OF VALVELj
•d
SERVICE �' ®' •• ,•" � � a a �// �/�� '�:: . •'e� � �// � �, F
WATER ' •. : •, � ?i- /,\�\r�///� � /% /�/\/, //�\�\
L-zD !' •'//.���%�/�: SANITARY SANITARY
DIRECTION & NO. f, i �~'' N POLYETHYLENE POLYETHYLENE \//,\ /.\�
OF TURNS TO 4' '' • _ MANHOLE FRAME &COVER ADJUSTABLE CAST IRON
OPEN WATER (SEE STANDARD DETAIL) TUBING (1" MIN.) TUBING (1" MIN.) VALVE BOX
•� SEE NOTE 1
• : ' { , SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR SINGLE METER BOX DOUBLE METER BOX
• � . ' • - - - • - '� - • ' � � PAVED AREAS & AT
VALVE BOX f �, ELEVATOONS SHOWN IN AND WATER METER AND WATER METER BOX SHALL REST ON FCORVD 10RIDP
AND COVER • e• ., . +.''. ,,, �= �'' UNPAVED AREAS. 2 - NON PENETRATING
(TYP.) • •• - - ��/ i 2 COURSES OF BRICK MIN. (BY CITY) (BY CITY) BEDDING ROCK NOT 2 - NON PENETRATING
4 COURSES MAX.) SINGLE SERVICE DOUBLE SERVICE M.J. PLUG VALVE ON VALVE OR PIPE PICK HOLES
:• : i•` »' • ..• PICK HOLES
2500 P.S.I. 1'-6" MIN. w
CONCRETE MIN. 1 ANCHORS- 3-0 MAX. 5" 2'-0" ¢ WASTEWATER AND SHALL BE
> INSIDE WALL OUTSIDE WALL CORPORATION STOP FORCE MAIN CENTERED ON PLAN
PRE -PRIMED ° OPERATING NUT
PLAN
EPDXY COAL TAR COATINGS cn o JOINT SURFACES & FITTING
UNIMPROVED CONDITION PER SPECIFICATIONS 4'-0" 5" MIN. ¢ (NORMALLY OPEN) °.°°
PRE -PRIMED PRE -MOLDED ° • o `° • o
opo ^o•o.o•°
PLASTIC JOINT
o•o°o•o°O•
JOINT SURFACES SEALER WITH AWWA TYPE �o ° • o • o
TOP FLUSH WITH PROTECTIVE ° o • o • o
GD WRAPPER CC THREADS o ° • ° • °'° • °
o W (WRAPPER TO TO METER BOX I°"°o.°°o•°° °° MACHINED
FINISHED GRADE BENCHING PER SPECIFICATIONS "1„ D x BEREMOVED) ,., o•° o,°°°•°°o,°°°.° °.° 23-3/4' MACHINED
a ~ASSEMBLY ,°°„° °°°.° °° °° °° ° „° MATING MATING
9" ASPHALT SURFACE 6 > ° °
REINFORCEMENT AND JOINT---,,souE¢E-our SADDLE '�e"o'oo"o "ooO�0000 o"'o�00000,o'o.o'oe°' SURFACES
DETAIL TO BE DESIGNED BY N. COMPLETED POLYETHYLENE ° °°o.°°o.o o. SURFACES
7 JOINT WITH
- i•e°o°o o.o°o•o°o •o o•o°a.o o-o'o.o'o.o°
IN, souE¢E-our - 45 DEG TUBING �BY THE LJ722-�1/4-
BASE
1 4"THE ENGINEER AND j $ M o.°o•o °•o °•° ooAPPROVED „ 9" � 3QCITY � 'i� 6" BEDDING ROCK ° /9�9
BEDDING ROCK 2" MIN.
WATER MAIN
CAST -IN-PLACE PRECAST MONOLITHIC
CONCRETE BASE BASE 2-7/8" 4-3 4" MIN.
4" x 4" x 18" LONG NOTES:
VALVE BOX (MIN.) PRECAST POST 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT
AND COVER WITH 3 DIAMETER . TYPE CONNECTIONS. ELEVATION ELEVATION
BRONZE DISC SET IN
(TYP.) GROUT AS SHOWN 1. M� HOLE SHOWN IS FOR SEWER SIZE 8" THRU 24', SEE SECTION 20.4.3 OF THE 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. NOTES:
IMPROVED CONDTITION ABOVE. MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION.
2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
NOTES: 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE TIED TO A 2" x 4" x 4" STAKE WITH (ITHE TOP PAINTED BLUE AND COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND CONNECTION DETAILS. MARKED WITH THE NUMBER OF THE LOTS TO BE SERVED.
LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. LOT(S)
2. VALVE COLLAR DIMENSIONS MAY BE
REDUCED TO 18" x 18" x 6" WHEN CITY OF OCOEE UlIU71ES DEPARTMENT CITY OF OCOEE UMUMES DEPARTMENT CITY OF OCOEE UTIUMES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE U1IU7IES DEPARTMENT CITY OF OCOEE U1IUTIES DEPARTMENT
THE BRONZE IDENTIFICATION DISC
IS NOT REQUIRED. PRECAST CONCRETE MANHOLE WATER SERVICE CONNECTION DETAILS OPTIONAL MANHOLE OPTIONAL MANHOLE
VALVE COLLAR DETAIL PLAN AND SECTION PLUG VALVE AND BOX DETAIL FRAME AND COVER
FRAME AND COVER
REVISEDI AUG„1995 (USF 420 TYP.) (USF 420 TYP.)
DATE, DWG, FIG, DATE, AUG. 1990 DWG, MHPS FIG, 200 DATE, AUG. 1990 DWG` SERVCONN FIG, 405 DATE, JAN. 1990 DWG' PVBOX FIG, 203 DATE, JAN. 1990 DWG' MHFRAME FIG, 202 DATE, DWG, FIG,
3/17/99 VALCOL 107 JAN. 1990 MHFRAME 202A
TRENCH WIDTH VARIES
W/ SIZE OF PIPE CROWN TRENCH IN VARIES VARIES TEE
CROWN TRENCH IN �- UNIMPROVED AREAS w TRENCH PRECAST ;
UNIMPROVED AREAS TRENCH WIDTH VARIES z SET TOP OF VALVE BOX MANHOLE
3' MIN.) LOT LINE WYE WITH _, \j\�\j\\ LIMITS /\/\/\\j
/� /� / / /� i� TO FINISHED GRADE WALL
/ / INFLUENT SEWER
(3 MIN. ((SEE TYPE B W SIZE OF PIPE \ \�
BEDDING)AND TRENCHING � FINISHED GRADE - - . - ' - SEE NOTE 8) N 6' BRANCH SEWER MAIN � �� `\/ /\\/
DETAIL FOR OTHER w LU ° SIZE VARIES \ CLEAN-OUT \\/\ \/� CONCRETE COLLAR (SEE NOTE 3)
RESTORATIQN.) FINISHED GRADE N o BEND (IYP.) 4 BARS ALL AROUND I UNPAVED AREAS
/\\ '. •: ' . ::: FINISHED GRADE SEE DETAILS) CONCRETE ENCASEMENT
WYE WITH SEE NOTE 1 MIN. 2" CLEARANCE
6" BRANCH CO AROUND PIPE. ' 6 OF VERTICAL PIPE
° ) DROP PIPE
CLEAN-OUT REMOVABLE 6" 45 WYE WITH s" MIN. (TYP.)
SEE NOTE 1 PLUG BEND 6 BRANCH A INLET CONNECTION (SEE NOTE 1)
w N / /� v w w LOT TIE RODS INCLUDING AS REQUIRED 90° BEND
W j\\ /\ m o z NUTS AND WASHERS -ADJUSTABLE CAST IRON F`- 2
m o ///� = z x LINE (SEE SCHEDULE BELOW) VALVE BOX
-.a.' ..
z 6/1\ \ A/1"
\� v w Q DOUBLE 4" x 4" x 1/2" SEE NOTE 2
SEE NOTE 4 , /�//r cn w N /�` / SEE NOTE 4LANE BEARING PLATE MECHANICAL
// /\ :: \ //. cn (TYP.) -•-I ( C (6" MIN.) JOINTS
\/ -- COMMON FILL\ PIPE O.D.- * /\
COMMON FILL. �/ - / / . PLAN BOX SHALL REST ON PRECAST
PIPE o:D. // / /\\ \\/\ _ #4 BARS RESILIENT SEAT BEDDING ROCK NOT STANDARD DROP DETAIL MANHOLE
\//\ FINISHED GRADE _ M. J. GATE VALVE ANDVSHALL BEPIPE TRANSITS COLLAR ENCASED WALL
\ \ - CENTERED ON IN NON -SHRINK GROUT
12" TYP. %\ ' : /\ c� r WATER
12" (11 P.) /\/ ' /�� SELECT ( ) SELECT z SLOPE TO i,�\/\\j\\/\' MAIN OPERATING NUT FLUSH WITH MANHOLE WALL PVC OR DIP
o w UNDISTURBED / /. ( )
\ /�� COMMON z \ \\ COMMON o I- TERMINAL I: \/\\/�\/ - \ \ \ \ \ \ ° o • ° °o SEE NOTE 2
o w / / i w o t_ \ DEPTH AT \ :. EARTH :\i / :/i�i�/ ° ,
\ /// FILL Luo // //\ FILL m z MIN. D 4'-0" MIN. ° ..,o
° °D
SELECT COMMON z \ 1.0% °°°.°°°•°°
0 0 0 o UNDISTURBED \ w w ENCASE TIE RODS ( ) SEE TRENCH DETAILS ° ° °
FILL \//OoOo Ooh �� w W / CL 'll (TYP.) IN 1-1 2" PVC SLEEVE FOR PIPE BEDDING _ °o• °°.°°°.
BEDDING ROCK :/\ $ o0 opQpo° /� w EARTH
3) /\ \ `� 3" COVER
O U Onn , cn \ \ REQUIREMENTS
°° .0.PRECAST
PIPE BEDDING 0 00 \
(SEE NOTE 8 & 9) �/\//�y//UNDISTURBED EARTH
���
\ \\ \ �\ \ \ \ \ \
%/�//�//�//�//�//�//�//��
ROTATE
TERMINAL DEPTH 30° (71 P.) SPRING LINE
SIZE
(INCHES) A B C D
DIA.
NOTES:
AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN
Ln
TOP OF THE PIPE.
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
'HOUSE" SERVICE
n
NOTES:
MAXIMUM DENSITY AS PER AASHTO T-180.(
3 MIN.)( TYP.)
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
SINGLE DOUBLE
NOTES:
MAXIMUM DENSITY AS PER AASHTO T-180.
MAXIMUM DENSITY AS PER AASHTO T-180.
='°°°'°°°'°°°'°°°'
°'°�°'°
"°°°'°'°'°°°'°°°'°°°'°°°'°'o,.,
°°°°'°°°°°o�°°as"°a�°'
1. ADDITIONAL REINFORCEMENTS SHALL
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN
LATERAL LATERAL
BE AS SPECIFIED BY THE ENGINEER.
MAXIMUM DENSITY AS PER AASHTO T-180.
3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED
ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE
(
2. MINIMUM COMPRESSIVE STRENGTH
BY THE CITY.
REQUIRED AS DIRECTED BY THE CITY.
4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX.
PROFILE
FOR CONCRETE SHALL BE PSI.
4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX.
FOR PIPE DIAMETER 24" AND LARGER.
PVC
3. BEDDING, BACKFILL, AND COMPACTION
FOR PIPE DIAMETER 24" AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
w
SHALL BE AS SPECIFIED ELSEWHERE
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
NOTES:
IN THE STANDARD DRAWINGS.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER
4. ALL FORM BOARDS SHALL BE REMOVED
DIRECTION OF THE FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN ACCORDANCE WITH STANDARD PLUMBING CODE.
PRIOR TO BACKFILL.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEET LNG AND BRACING
IN EXCAVATIONS.
2. LOCATE SINGLE LATERAL AS CLOSE TO 'LOT LINE AS POSSIBLE,
5. NO ALLOWANCE SHALL BE MADE FOR
IN EXCAVATIONS.
8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE
8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH
25' MAXIMUM. i
FRICTION BETWEEN THE PIPE WALL
ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE
3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN
AND THE THRUST COLLAR.
CITY. BEDDING DEPTH SHALL BE 4"
RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH
PING LINE
P P S I
SCHEDULE OF DIMENSIONS AND MATERIALS *
PIPE DIMENSIONS
TIE RODS REO'D
SIZE
(INCHES) A B C D
DIA.
O
PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR°°
Ln
TOP OF THE PIPE.
a°o°°o•o°°, Oa BOTTOM OF BOLTS AND
TOP OF SHEAR PAD
n
OF 1.5.
•
4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING
NOTES:
"
>°°•°°°•°°-•°°°•° SHALL BE 6 MINIMUM.
* TO BE COMPLETED BY THE ENGINEER.
o
Q z
WIRE AT DIRECTION OF CITY.
1. ANCHORING TYPE 90° BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY
='°°°'°°°'°°°'°°°'
°'°�°'°
"°°°'°'°'°°°'°°°'°°°'°°°'°'o,.,
°°°°'°°°°°o�°°as"°a�°'
E-R..',T BLOCK AREAS TO BE COMPUTED ON BASIS OF
PER SQ. FT. SOIL RESTRAINT
COMPLETED BY ENGINEER.
(1,500 MIN)NG. SEE NOTE5BE
MANHOLE
'o'.°°°. °°.°°°.,°°. °°• ^o. °°.°°°.°°°• WALL
SPECIAL DETAIL FOR 24" DIAMETER
PIPE AND LARGER
6" BEDDING ROCK STAINLESS STEEL PVC OR
BAND DIP
STAINLESS STEEL
PIPE CLAMP
i RESILIENT
CONNECTOR
STANDARD PRECAST MANHOLE
NOTES: PIPE CONNECTION
1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. NOTES:
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS
COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. THE INFLUENT SEWER.
2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS
MINIMUM FOR PIPE DIAMETER LESS THAN REQUIREMENT OF RIGHT-OF-WAY BELOW S R 6. DESIGN RESSURE._ FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER.
15", AND 6" MINIMUM FOR PIPE P 3. AN OUTSIDE DROP CONNECTION SHALL
DIAMETER 16" AND LARGER. CITY OF OCOEE UTILITIES DEPARTMENT UTILIZATION REGULATIONS AND CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTiUTIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTiUTIES DEPARTMENT BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTIUTiES DEPARTMENT
9. DEPTH FOR REMOVAL OF UNSUITABLE ROAD CONSTRUCTION SPECIFICATIONS. LINES WHICH HAVE AN INVERT 2' OR
MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING TYPE B BEDDING WATER MAIN MORE ABOVE THE MANHOLE INVERT.
BEDDING ROCK BELOW THE PIPE. AND TRENCHING DETAIL SERVICE LATERAL DETAIL THRUST COLLAR DETAIL GATE VALVE AND BOX DETAIL MANHOLE CONNECTION DETAILS
CITY SHALL DETERMINE IN THE AND TRENCHING DETAIL
FIELD REQUIRED REMOVAL OF
UNSUITABLE MATERIAL TO REACH
DATE, DWG, BBEDD FIG, 100 DATE, AUG. 1990 DWG, WW FIG, 204 DATE, DWG, COLLAR FIG, 105 DATE, AUG. 1990 DWG' GVBOX FIG' 400 DATE+ DWG, MHCON FIG, 201
MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). * DOUBLE SINGLE HYDRANT OPERATING NUT
HOSE NOZZLE
LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) AS REQ'D. UNDISTURBED PLS FOR
24" SQUARE QR SOIL (TYP.) ��� TEE
EA FOR
PIPE SIZE METALLIC LOCATING WIRE EARLY WARNING TAPE - - - ROUND AND 6 THICKPUMPERNOZZLE
6" 8" 10" 12" FINISHED GRADE PROPERTY REINFORCED CONCRETE ACINGSTREET
WOOD
BACKFLOW PREVENTER LINE (TYP.) - EDGE OF BLOCKING -
VALVE COLLAR
° IN ACCORDANCE WITH //\//\//�\//\ /\//�//�\; NOTE 1 TRENCH (TYP.)
90 BEND 25 32 39' 45 PLANS APPROVED BY �j \\/' 2 - 4 AT 9" z (TYP.)
THE CITY \ //� (SEE DETAIL) AREA FOR
° GATE VALVE//\ //\�� I AROUND PLUG
45 BEND 10 13 16' 19 / \; 1 MAX. i ao cRoss w/PLuc CROSS w
22-1/2° BEND 5' 6' 8' 9° TEST COCK (T)P.) \ /. / I I •: , x
GATE VALVE �\ ® TWO PLUGS � TEE TEE W PLUG
THREADED UNION j
WATER MAIN
NIPPLE TYP. 2 REQUIRED % \� PVC WATER MAIN 6" MINIMUM BACKFILL W M J HYDRANT BELL SHALL NOT INTERFERE
11-1 4° BEND 2' 3' 4' 4' (TYP.) ( ) \ COMPACTED
/ WOOD FORM BOARDS BEHIND
WITH JOINT (TYP.)AREA FOR AREA FOR
PLUG OR BRANC (2 °REQUIRED) j\\ \ \ \ \ \ OR FORCE MAIN _ _ SEE NOTE 2 A Q VARIES ANCHORING TE coNCRErE THRUST
T '/ B �j `� BEND TEE
OF TEE ¢ %\/\/\/\/\/\/. > BLOCK (TYP.) B/2
JA
FINAL GRADE METALLIC LOCATING WIRE
AREA FOR
NOTES: I 4��
I �1" MAX.11LEDGE OF
1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE TRENCH
PLUG
18" DIAMETER BY 6" , T \ °o.oV°.o• o.° °.° o.o °• ° °° ° °.° ! f?�l () TEE W/
INDICATED. ` .° °.° °A°°o.° o.o o.°°°* o. °°.° ;°°o
2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO - ( ° °°°.° °• ° • °°• '
OR 18" x 18 x 6
\, WYE END PLUG
CONCRETE COLLAR REDUCER
OR GREATER THAN SHOWN IN THE TABLE. FROM WITH 4 BAR ALL TO 4" WATER 6" BEDDING ROCK BENDS
3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING MAIN AROU D (2 REQ'D.) SERVICE MAIN (MIN.) 6" FIRE
HYDRANT
WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ RESILIENT SEAT GATE
4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS ���/�/��/��/�/��/�/i�/�/i�/�/�/�/'���' FITTINGS AS OFFSET (As REo'D)
ASSEMBLY VALVE AND BOX
OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE REQUIRED (TYP.) (SEE NOTE 1 STANDARD INSTALLATION EDGE OF CROSSCUT
(SEE DETAIL) UNDISTURBEDo(
RESTRAINED UNLESS OTHERWISE INDICATED.
5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN RIGHT OF WAY LINE TRENCH WIDTH _
ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST
NOTES: THRUST =
RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED NOTES: NOTES: CURB 1.THE DEVELOPER MAY THRu BLOCK
BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: 1 �' PIPE FT>T� 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE WATER MAIN FITTING MIN. AREA SQ. FT.) NOTES:
THRODED 9CNEDINF 40 G&,VMM STEM OR BRASS, INSTALL THE SHEAR PAD CONCRETE 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST
(14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2' (TYP.) RECESSED UP TO 4" THRUST BLOCK UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN
WORKING PRESSURE: ___-----___ P.S.I.* 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND
SOIL DESIGNATION: --____ LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX BELOW FINISHED GRADE TO UNDISTURBED MATERIAL.
__--__--__ * °° • ° o0 00 "o . o ° „° • ° � ° _ ° • TYPICAL SECTION 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS.
LAYING CONDITIONS: ______ * 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A SIDEWALK (TYP.) • ° °° • °' ° ° • ° °° • o °° • ° ° AND SOD THE RECESSED JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS.
°' °"°° SECTION.
� • o °oe°° ° • ° e° °O i ° °O • ° °' FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM
6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN
MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.
USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE
RIGHT OF WAY LINE
��° ` "� :o 0 0 0 0' o � 2.CLEARANCE BETWEEN
• ° °°°°•°°°�
O
PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR°°
Ln
TOP OF THE PIPE.
a°o°°o•o°°, Oa BOTTOM OF BOLTS AND
TOP OF SHEAR PAD
n
OF 1.5.
•
4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING
NOTES:
"
>°°•°°°•°°-•°°°•° SHALL BE 6 MINIMUM.
* TO BE COMPLETED BY THE ENGINEER.
o
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WIRE AT DIRECTION OF CITY.
1. ANCHORING TYPE 90° BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY
='°°°'°°°'°°°'°°°'
°'°�°'°
"°°°'°'°'°°°'°°°'°°°'°°°'°'o,.,
°°°°'°°°°°o�°°as"°a�°'
CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY.
L4 -J
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CITY OF OCOEE UlIU71ES DEPARTMENT
CITY OF OCOEE UTiUTiES DEPARTMENT
CITY OF OCOEE UTiUTIES DEPARTMENT
CITY OF OCOEE UTWTIES DEPARTMENT
CITY OF OCOEE UTILITIES DEPARTMENT
RESTRAINED PIPE TABLE.
PVC
SECTION A_A
w
REDUCED PRESSURE'
LOCATINGPE
WIRE
WATER SERVICE LOCATION DETAIL
FIRE HYDRANT ASSEMBLY DETAIL
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BACKFLOW PREVENTER
DETAIL
PIPE 90 45 22-1/2 17-I/4 TEE & DESIGN
SIZE BEND EItAO BEND BEND PLUG PRESS
(RICHES) (SQ FT) (SO FT) (SO F,7 (SO FT) (50 Fh (PSI)
6
10
12
iFRJST flDIX MEAS TO BE taIriRED W 8.145 Oi
sa rt, we aLslRuvr �'SONDi�
• TO BE COMPLETED BY ENGINEER.
(8 MIL) PRIOR TO PLACING CONCRETE THRUST BLOCK.
3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
THRUST BLOCKS, AS REQUIRED.
4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS
REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT.
5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE
PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT
SUITABLE AND/OR SOIL RESISTANCE BEARING IS LESS
THAN 1500 PSF.
6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED
WITH PRESERVATIVE.
CITY OF OCOEE UTILITIES DEPARTMENT
THRUST BLOCK DETAIL
DATE'AUG. 1990 DWG PIPETAB FIG, 104
DATE, AUG. 1990 DWG, BPSS FIG, 501 DATE, 3/17/99 DWG INSTALL FIG, 108 DATE, AUG. 1990 DWG' SERVDEAD FIG` 404 DATE13/17/99 DW�t FH FIGt 402 FIG 103
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19111111
.
1. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL
ROAD RIGHT—OF—WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND
THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR
SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN
CLEARLY MARKED WITH TREE PROTECTION BARRIERS.
2. ALL TREES TO BE PRESERVED SHALL BE CLEARLY MARKED WITH TREE PROTECTION BARRIERS
PRIOR TO ANY CLEARING OR CONSTRUCTION. SEE TREE PROTECTION DETAIL SHOWN ON SHEET 6
ng, a
B„PVC STORM MANHOLE
_N. RIM-- 168.90 /
INV.=157.49 I
SAN(?ARY SEWER
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11IV.=157.49
III �� / � � --�•...f6� 0�``-�
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o• 90• �o•
1�
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
9 inch = 30 ft.
TREE ABBREVIATIONS
CA. DENOTES CAMPHOR
0. DENOTES OAK
WC. DENOTES WILD CHERRY.
TREE SIZES ARE SHOWN IN INCHES.
R-3 �
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/ ASPHALT 1 $?Vf j{ M Y1�1L{Ly` Ldik�CAPI:y lF
I PAVEMENT ra AF�I'� it3N ASE tIEIit
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NORTH RIM OF SANITARY
SBVER MANHOLE STORM MANHOLE
N. RIM=168.63
3 ( I • . ^ 1� yr e� s
N. RIM=.1=15158.98
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SCALE:
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CAD NAME:
TREE PROTECTION
JOB #.-
11004
:11004
SHEET #:
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1-11
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SCALE: nts
NOTE
WALL TO BE 6MINIMUM HEIGHT "Ar—ASURED FROM FINISH GRADE ON WHICHEVER SIDE
OF THE WALL 15 HIGHER, RFON ' �R BACK.
y°.
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BOB SORENSON LANE
''o.
30 0 10 30
1 inch = 30 ft.
GRAPHIC SCALE
PLANT LIST
QTY. SYM. BOTANICAL NAME COMMON NAME SIZE
TREES
6 QV QUERCUS VIR&INIANA LIVE OAK 10'-12'; 5' SPREAD; 3"" DBH
4 LJ LIGUSTr'�UM JAPONICUM TREE FORM LIGU5TRUM 8'-10'f6' 5PREAD; 2"-2.5"D514
SHRUBS
RI RAPHIOLEPIS INDICA INDIAN HAWTHORN 15"X1511; 2.5' OG
GROUNDCOVER
200 LV LIRIOF'E VARIEGATA AZTEC GRASS FULL GLS.; 24" OG
AMFORM re IUZM'rAI%M
SHRUB PLANTING DETAIL
TREE STAKING DETAIL
>MOmmas
tb meavtw mWAY l %mv
"nwo Tmw R1 aM/!
,weKm ammAism om
"m "r
,1/YI'0W rTimXe TI ULM
"Tit"a ouTm wa "Aa lomf m= suck somal Hage
MWALM A-WAN=MM"
1lft! ARVQ! TM�!lCIIRiY 1Y1l/Qm
Y dYICe! A�Pl'IOIN RllRi>ml TldJsl'!
—11: -11.11 i i�i�i�i i iii � i'� i 1 �"�1•=.II j
'II -11-11 �� •ii�i�i�i���i0ii ll�� ,
il.11.!I
C ENERAL LANDSCAPE NOTES
I. ALL PLANTS TO BE FLORIDA NO. I, OR BETTER AS OUTLINED UNDER '&RAVES AND
STANDARDS FOR NURSERY PLANTS, PART I, 1963 AND PART 11, STATE OF FLORIDA
DEPARTMENT OF ASRICULTURE, TALLAHASSEE, FLORIDA, AND ANY AMENDMENTS THERETO.
2. ALL TREES AND PLANT MATERIAL SHALL BE PLANTED IN AGGORDANCE WITH THE
SPECIFICATIONS DESCRIBED IN THEN STATE DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES, DIVISION OF FORESTRY, "TREE PROTECTION MANUAL FOR BUILDERS AND
DEVELOPERS", OCTOBER, 1980.
3. THE LANDSCAPE CONTRACTOR (CONTRACTED BY OWNER, N.I.G)
SHALL BE RESPONSIBLE FOR ALL MATERIALS AND ALL WORK AS GALLED FOR ON THE
LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPANYINS THE PLANS SHALL
BE USED AS A GUIDE ONLY. IF A VARIATION OCCURS BETWEEN THE PLANS AND THE
PLANT LIST, THE PLANS SHALL CONTROL.
4. ALL TREES, SHRUBS AND &ROUND COVERS SHALL BE PLANTED USING A SOIL MIXTURE
PREPARED ACCORDINGLY (2/3 EXISTINS SOIL, 1/5 PEAT).
5. THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINA&E IN ALL
PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO
NATIVE SOIL SHALL BE AGGOMIOLISHW TO AID DRAINASE.
6. ALL PLANT BEDS AND TREE WATERING BASINS SHALL BE TOP DRESSED WITH THREE
INCHES (3") OF SHREDDED CYPRESS MULCH.
1. NO TREES SHALL BE PLANTED CLOSER THAN 5 FEET (39 FROM THE EDGE OP PAVEMENT
TO ALLOW ADEQUATE TREE TRUNK PROTECTION .
6. LANDSCAPE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND PLUMB
CONDITION OP ALL TREES AND SHALL BE LESALLY LIABLE POR ANY DAMA&E CAUSED
BY THE INSTABILITY OF ANY PLANT MATERIAL.
9. ALL LAWN AREAS TO RECEIVE SOD SHALL BE DISKED FOUR(4) TO SIX(6) INCHES AND
DRA66E0 TO ESTABLISH A LEVEL FINISH GRADE. ALL DEBRIS TO BE REMOVED FROM
THE SITE.
10. SOD SHALL BE FREE OF WEEDS AND PESTS. IT SHALL BE LAID EVENLY AND ROLLED,
WITH TIGHT FITTING JOINTS. THE SOD SHALL CONTAIN MOIST SOIL WHICH DOES NOT FALL
APART OR TEAR WHEN LIFTED. ALL AREAS NOT PAVED OR OTHERWISE LANDSCAPED
SHALL BE SODDED. SOD SHALL BE ARGENTINE BAHIA OR EQUAL.
II. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND SYSTEM,
WITH 100% COVERASE,BACKFLOW PREVENTOR, 4 RAIN SENSOR DEVICE.
DIRECT SPRAY HEADS AWAY FROM ANY NATURAL AREAS AND PAVED SURFACES.
12. THE TREE CALIPER OF ALL TREES SPECIFIED ON THE PLANT LIST SHALL BE AT LEAST
TWO (2) INCHES IN DIAMETER WHEN MEASURED AT FIFTY POUR (64) INCHES ABOVE &RADE.
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