HomeMy WebLinkAbout2004 12 13 Regular Item 503
CITY COMMISSION
AGENDA
ITEM 503
Consent
Information
Public Hearing
Regular X
December 13.2004
Meeting
MOR. /--
,
/Dept. /fr
REQUEST: The Community Development Department- Planning Division requests the City
Commission approve the revised Final Engineering plans for The Landings at Parkstone.
PURPOSE: The purpose of this agenda item is to recommend approval for the revised Final
Engineering plans for 104 town-home units and associated infrastructure on 12 acres along the
north side of SR 434, west of Parks tone Boulevard.
APPLICABLE CITY CODES
Section 9-71. When final development plan is to be filed; extension.
Section 9-72. Processing of final plans.
Section 9-73. Form and contents of final development plans.
Section 9-74. Action on final development plan; expiration of approval.
Section 20-317. Application for construction.
Division 2. General Design Standards for New Development Area (sections 20-463 thru 20-
475).
Division 3. Part B. Planned Unit Development (sections 20-376 thru 20-389).
CHRONOLOGY:
April 21, 1995 - City received rezoning application package (RU to PUD) and master plan
August 28, 1995 - City approved master plan
September 25, 1995 - City approved rezoning to PUD
September 3, 1997 - City approved master plan revision reducing Tract C from 13 to 2 acres and
re-designating tracts C & D from Flexible land use to Neighborhood Commercial &
Professional Office
January 26, 1998 - City approved preliminary engineering and final subdivision plan
@
December 13,2004
Regular Item 503
Page 2
November 23, 1998 - City approved final engineering (except for 43 lots)
July 12, 1999 - City approved final engineering for remaining 43 lots
January 12, 2004 - City adopted of Ordinance No. 2003-35, the large scale comprehensive plan
amendment from Low Density Residential to High Density Residential
February 13, 2004 - City received PUD amendment package and associated
engineering/subdivision documents
July 7, 2004 - P&Z Board recommended approval ofPUD master plan amendment and
engineering/subdivision plans
July 26,2004 - City Commission held a Public Hearing and recommended approval of the
Parkstone PUD master plan amendment.
July 26, 2004 - City Commission recommended approval of development agreement,
preliminary and final subdivision/engineering plans, and restrictive covenants.
CONSIDERATIONS:
The site is located within the City on the north side ofSR 434, immediately adjacent to the west
side of Parks tone Boulevard, separated by a wall from the single family portion of Parks tone. It
has a Medium Density Residential Future Land Use (FLU) designation and PUD zoning (as part
of the Parkstone Planned Unit Development). It is also within the SR 434 New Development
Overlay Zoning District. The site is served by a private looped roadway connected to Parkstone
Boulevard, with alternate egress onto SR 434. Emergency vehicle access is proposed through the
southwest corner of the site from SR 434. The site features central water and sewer and uses the
existing storm-water system already engineered and constructed for Parkstone. The site is vacant
open land with no specimen trees, no wetlands, and no known environmental issues. A portion
of the Cross-Seminole Trail extends generally east and west between the SR 434 roadway surface
and the site. A traffic study was provided with the initial approval and no additional on-site and
no off-site traffic improvements were deemed necessary by either traffic consultant.
The proposed revisions include two items:
1- Moving the front entry drive (Amalie Drive) 90-feet to the south, aligning it with Caneel
Bay Terrace (in order to keep the existing median and landscaping along Parkstone Blvd.
in tact); and
2- Lowering the grade of the development by 12" as reflected on the Grading and Drainage
Plan.
These changes have been reflected throughout the Final Engineering plans. The landscaping has
also been revised which has resulted in a few more trees and shrubs than approved with the
initial submittal.
FINDINGS:
I. The approved development connects to City potable water and sanitary sewer. The City has
adequate capacity for both.
2. The approved development of 104 units (8.66 units to the acre) are allowed under the future
land use designation of Medium Density Residential.
December 13, 2004
Regular Item 503
Page 3
3. The 12 acre site is within the PUD zoning district, has a Medium Density Future Land Use
(FLU) designation, and is within the SR 434 New Development Overlay Zoning District.
4. The approved development has a private roadway system that is not designed to City
standards and therefore may not be incorporated into the City roadway system for ownership
and/or maintenance.
5. No out-standing traffic issues were found.
6. The revised Final Engineering plans are consistent with the Comprehensive Plan, City Code
of Ordinances, and the Development Agreement.
RECOMMENDATION:
Staff recommends approval of the revised Final Engineering plans for The Landings at
Parkstone.
ATTACHMENTS:
A. Revised Final Engineering Plans
CITY COMMISSION ACTION:
FINAL ENGINEERING PLANS
FOR
THE L
N
IN
TP
T
NE
CITY OF VVINTER SPRINGS, FLORIDA
PREPARED FOR:
MORRISON HOMES
REVISED SEPTEMBER 27,2004
SITE DATA
OWNER:
LINCOLN COMMERCIAL PROPERTIES, INC.
2648 WEST STATE ROAD 434, SUITE 8
LONGWOOD, FL 32779
(407) 322-3378
LYDERJOHNSON
~
II
.
Parcel 10 Number: 35-20-30-5PH-OCOO-OOOO
35-20-30-5PH-OAOO-OOOO
35-20-30-5PH-OBOO-OOOO
Development Criteria
Minimum Lot Size: 3,000 sq. ft.
Total Site Area: 12.00 AC.
Minimum Lot Width (at building line): 30 ft.
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Existing Future Land Use: Medium Density Residential, Adopted January 12, 2004 by Ordinance
2003-35.
Minimum Dwelling Size: 1,200 sq. ft.
CIVil ENGINEER:
MORRISON HOMES
151 SOUTH HALL LANE, SUITE 200
MAITLAND, FL 32751
(407) 629-0077
BRIAN MARTIN
CPH ENGINEERS, INC.
1117 EAST ROBINSON STREET, SUITE C
ORLANDO, FLORIDA 32801
(407) 425-0452
DAVID R. WEAVER, P.E.
Proposed Future Land Use: Planned Development (Land Use Amendment is being processed at
this time) .
Building Setbacks:
Front Yard = 20 ft.
Side Yard (interior) = 7.5 ft.
Side Yard (street side) = 15 ft.
Rear Yard = 20 ft.
PUD Perimeter = 35 ft.
DEVELOPER:
Existing Zoning: PUD: Planned Unit Development, Adopted Sept. 25,1995
Proposed Zoning: PUD: Planned Unit Development (No Change)
Maximum Building Height: 35 ft
Existing Use: Vacant
Proposed Use: Townhomes
Parking: 2 spaces per one bedroom unit, 2.5 spaces per two or more bedroom units
(Town home driveways and garages may be utilized to satisfy this requirement)
Approved Maximum Density (per 1997 Amendment to the Master Plan): 180 units (14.9 units
per acre),
Land Use Summary
.
VICINITY MAP
Proposed Density: 104 units (8.7 units per acre) per Medium Density Residential Future
Land Use (maximum 9 units per acre)
Townhome Lots:
(including perimeter wall/landscape easements)
Right of Way:
Recreation:
Total Acreage:
Total Units:
Density:
9.25 ac.
lAND
PLANNER:
CPH ENGINEERS, INC.
1117 EAST ROBINSO~ STREET, SUITE C
ORLANDO, FLORIDA 32801
(407) 425-0452
JAVIER E. OMANA
N.T.S.
Project Impacts:
Water (350 GPD/DU x 104 DU) = 36,400 GPO
Sanitary Sewer (300 GPD/DU x 104 DU) = 31,200 GPO
Solid Waste (2.3 #/day/person) = 837 #/day
School (0.526 students/DU) x 104 DU = 55 students
Traffic: (ITE Manual 230 (Townhouse): 5.86 ADT/DU x 104 DU) = 609 ADT
2.52 ac.
0.23 ac.
12.00 ac.
104 U
8.7 Ulac.
LANDSCAPE
ARCHITECT:
CPH ENGINEERS, INC.
500 WEST FULTON STREET.
SANFORD, FLORIDA 32771
(407) 322-6841
MICHAEL J. URCHUK
LEGAL DESCRIPTION
Water, sanitary sewer and solid waste disposal services will be provided by The City of Winter
Springs. A 12" water main and an 6" force main are located in the Right of Way of Parkstone
Blvd. The developer commits to extend these utilities from their location at time of construction
to the subject site.
.
Fire flow shall be provided at 500 gpm @ 20 psi
THE EVANS GROUP
1001 NORTH ORANGE AVENUE
ORLANDO, FLORIDA 32801
(407) 650-8770
STEVE HOFFMAN
Tracts A, Band C, PARKS TONE UNIT 1, according to the plat thereof, as recorded
in Plat Book 56, Pages 17 through 21, of the Public Records of Seminole County,
Florida.
Project to be constructed in one phase.
ARCHITECT:
All stormwater shall tie into the existing Parkstone PUD stormwater system.
DONALD W. MciNTOSH ASSOCIATES, INC.
2200 PARK AVENUE NORTH
WINTER PARK, FLORIDA 32789
(407) 644-4068
JIMMY WALLACE
Together with an Access and Utility Easement, as set forth and described in that
certain document recorded on December 18, 1998, In Official Records Book 3556,
Page 1777, Seminole County, Florida. (Not surveyed)
Together with a Non-exclusive fasement and Agreement for Drainage and Utilities,
as set forth and described In that certain document recorded on January 29,
1999, In Official Records Book 3582, Page 2008, Seminole County, Florida. (Not
surveyed)(Not plottable)
Right-of-ways and common open spaces will be owned and maintained by The Landings at
Parkstone Homeowner's Association, with an easement to The City of Winter Springs. A legal
instrument will be created providing for management of these areas.
SURVEYOR:
SHEET INDEX
Together with a permanent Ingress and Egress Easement and Agreement, as set
forth and described In that certain document recorded on January 27, 1999, In
Official Records Book 3582, Page 2021, Seminole County, Florida. (Not surveyed)
1
2
3
4
5
6-7
8
COVER SHEET
GENERAL NOTES
SITE DEVELOPMENT PLAN
GRADING AND DRAINAGE PLAN
COMPOSITE UTiliTIES PLAN
SANIT ARYPROFllES
GENERAL DETAilS
9
10
11
12
l1-l3
11-13
STORMWATER DETAilS
CITY OF WINTER SPRINGS UTiliTY DETAilS
EROSION CONTROL PLAN
EROSION CONTROL DET AIL'8
lANDSCAPE PLAN
IRRIGATION PLAN
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GEOTECHNICAL:
NODARSE & ASSOCIATES, INC.
1675 LEE ROAD
WINTER PARK, FLORIDA 32789
(407) 740-6110
JAY W. CASPER, P.E.
UTiliTIES:
WATER AND SEWER:
POWER COMPANY:
TELEPHONE COMPANY:
ELECTRIC:
CABLE:
GAS:
FIRE PROTECTION:
CITY OF WINTER SPRINGS
FLORIDA POWER CORP.
SPRINT UNITED
PROGRESS ENERGY
BRIGHTHOUSE NETWORKS
TECO/PEOPLES GAS
CITY OF WINTER SPRINGS
~OTlCE*
'MS lET OF PI.MS . NOT VAUD Fat CClNS1RUC1ICIN PURPClSES
WI1HCIU'I' IllIG BrMRD -APPIlCMI) Fat CClIII'IIlUC1IC BY CPH
ENGIIEDI. lie. - PI.MS WI1HCIU'I' 'MS ITMP 11M GMN Fat
1NPaIM1IClIW. PURPClSES ClLY.
1HE SIZE OF ,... PI.MS MAY HAW: lIEN 8.8I'1LY AL1IRED
BY IlEPRClIIUC1ICl IIIIlXDWJi. 1tIS MUST IE CClISlERII) lIEN
SCALIIQ /IIfY REPIIClDUCID PI.MS Fat 'DE ...... OF CCILLEC1IIG
DATA.
NAME
NO.
1
ROVED
DRW SCALE: NONE
DATE: FEB., 2004
JOB NO.: L1214
DRW FILE: L1214-COVER
SHEET NO.
JHI
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DRW
DA VID R. WEAVER
38867
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GENERAL PROJECT DATA
PAVEMENT AND/OR ROAD AND RIW WORK - CITY OF WINTER SPIRNGS, FLORIDA
FIRE HYDRANTS
FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED
FEBRUARY 13, 2004. ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED
DRAWl NG (S).
THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM
THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF
ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS TO
THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION
WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY
THE UTILITY COMPANY. ALL UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION
SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANY AND THE CONTRACTOR SHALL
COOPERATE WITH THEM DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL
TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED.
OWNER/OPERATOR
FIRE HYDRANTS SHALL CONFORM TO THE LATEST EDITION OF AWWA C502.85 AND SHALL BE
FURNISHED COMPLETE WITH WRENCH AND OTHER APPURTENANCES. MANUFACTURER'S
CERTIFICATION OF COMPLIANCE WITH AWWA C502 AND TESTS LISTED THEREIN WILL BE REQUIRED.
ALL HYDRANTS SHALL BE BREAKABLE TYPE, WITH THE BREAKABLE SECTION LOCATED SLIGHTLY
ABOVE THE FINISH GROUND LINE. HYDRANTS SHALL CONTAIN TWO, TWO AND ONE-HALF INCH
(2-1/2') HOSE CONNECTIONS, AND ONE, FOUR AND ONE-HALF INCH (4-1/2') STEAMER CONNECTIONS
WITH NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS, FIVE AND ONE-QUARTER INCH
(5-1/4') VALVE OPENING, SIX INCH (6') DIAMETER MECHANICAL JOINT INLET, ONE AND ONE-HALF
INCH (1-112') PENTAGON OPERATING NUT. SHALL OPEN COUNTERCLOCKWISE, SHALL BE PAINTED IN
CONFORMANCE WITH THE CITY OF WINTER SPRINGS REQUIREMENTS (THE BARREL SHALL BE
PAINTED YELLOW AND TOP WHITE) WITH THE PRIMER AND FINISH PAINT BEING SHERWIN WILLIAMS
OSHA SAFETY COLOR ENAMEL PAINT. HYDRANTS SHALL BE MUELLER CENTRON (TRAFFIC MODEL
A-423) NO SUBSTITUTE. FIRE HYDRANTS TO BE THE BREAK AWAY TYPE WITH A CAST IRON DUCTILE
IRON MECHANICAL JOINT HYDRANT TEE, WITH RESILIENT SEAT AND MECHANICAL JOINT GATE
VALVE.
1. BLUE PAVEMENT REFLECTORS (RPM'S) SHALL BE PLACED IN THE CENTERLINE OF THE
DRIVING LANE DIRECTLY IN FRONT OF EACH FIRE HYDRANT.
2.
THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE ROADWAYS SHOWN ON THESE PLANS IS
THE HOMEOWNERS ASSOCIATION. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE
REQUIREMENTS OF THE CITY OF WINTER SPRINGS.
1.
2.
ALL SERVICE LATERALS AND FITTINGS SHALL BE A MINIMUM OF 6" IN DIAMETER.
ALL LATERALS SHALL TERMINATE WITH A 4" CLEAN-OUT AT THE PROPERTY LINE AND AT A
DEPTH TO FINAL GRADE OF 3 FEET. '
THE END OF EACH SERVICE CONNECTION SHALL BE MARKED WITH A 2" X 2" X 2" ABOVE
GRADE WOODEN STAKE OR APPROVED MARKER AND CURB MARKED WITH A "5" WOODEN STAKE.
IF CLEANOUTS ARE NOT INSTALLED AT THE TIME OF FINAL INSPECTION THEN THE TERMINAL END
OF EACH LATERAL SHALL BE EXPOSED. '
3.
GENERAL DESIGN INTENT
4.
ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN
POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A
SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE,
AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND
ENTRANCE AND EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE STAKED IN THE FIELD AT
DIFFERENT GRADES THAN THE CENTERLINE GRADES SHOWN ON THE PLANS. IN THESE AREAS, IT
MAY ALSO BECOME ADVISABLE TO MAKE MINOR LOCAL FIELD ADJUSTMENTS IN THE CENTERLINE
GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. IN ADDITION, THE STANDARD CROWN WILL
HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE
CONTRACTORS RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE
CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR
GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS.
MAINS AND MANHOLES
ALL GRAVITY SANITARY SEWER MAINS SHALL BE CONSTRUCTED OF DR35 PVC PIPE MEETING ASTM
3034, AND SHALL HAVE A MINIMUM COVER OF THREE (3) FEET.
WHERE REQUIRED, MAINS SHALL BE CLASS 50 DUCTILE IRON PIPE (DIP) MEETING AWWA C150
AND C151. MAINS SHALL BE 60 MIL EPOXY COATED WITH POLYETHYLENE WRAP CONFORMING TO
AWWAC105.
MAINS AND LATERALS WITH LESS THAN THREE (3) FEET OF COVER SHALL BE CLASS 50 DIP.
ALL PVC PIPE SHALL BEAR THE NSF-DW SEAL.
JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE
WITH ASTM 03212 AND ASTM F477. APPLICABLE UNI-BELL PLASTIC PIPE ASSOCIATION STANDARD
IS UNI-B-7.
JOINTS BETWEEN PIPES OF DISSIMILAR MATERIALS MAY BE MADE WITH A FLEXIBLE MECHANICAL
COMPRESSION COUPLING WITH NUMBER 316 STAINLESS STEEL BANDS.
ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE WITH A MINIMUM WALL THICKNESS OF
FIVE (5) INCHES FOR INSIDE DIAMETER OF FOUR (4) FEET.
MANHOLES SHALL MEET ASTM C-478. RING AND COVER SHALL BE TRAFFIC BEARING H-20
CLASS 30 MEETING ASTM A-48. '
INTERIOR AND EXTERIOR WALLS OF ALL MANHOLES SHALL HAVE A MINIMUM OF TWO (2) 8 MIL
COATS OF AN APPROVED PROTECTIVE COAL TAR EPOXY.
ALL PVC PIPE TO MANHOLE CONNECTIONS SHALL BE MADE WITH 0 I P (SEE 2 ABOVE) USING
EMBEDDED GROUT. .. .
ALL MAINS NOT LOCATED UNDER PAVEMENT SHALL BE MARKED BY A THREE (3) INCH WIDE
METALLIC LOCATOR TYPE 18" ABOVE THE CENTERLINE OF PIPE.
TESTING
1.
DRAINAGE SYSTEMS
2. CONTRACTOR SHALL PROVIDE A POST-CONSTRUCTION FIRE FLOW TEST WITNESSED AND
APPROVED BY THE ENGINEER AND OWNER/OPERATOR. HYDRANTS SHALL DELIVER A MINIMUM OF
1000 GPM WITH A RESIDUAL PRESSURE OF 20 PSI IN RESIDENTIAL AREAS.
3. FIRE HYDRANTS AND FIRE PROTECTION APPLIANCES SHALL BE READILY ACCESSIBLE TO THE
FIRE DEPARTMENT. NOTHING THAT MAY OBSTRUCT A FIRE HYDRANT OR FIRE PROTECTION
APPLIANCE AND HINDER OR PREVENT ITS IMMEDIATE USE BY FIRE DEPARTMENT PERSONNEL MAY
BE PLACED WITHIN THE FOLLOWING CLEARANCES. CLEARANCES OF SEVEN AND ONE-HALF FEET (
7'6j IN FRONTOF AND TO THE SIDES OF A FIRE HYDRANT, WITH A FOUR FOOT (4) CLEARANCE TO
THE REAR OF THE HYDRANT. CLEARANCES OF SEVEN AND ONE-HALF FEET (7'6') IN FRONT OF AND
TO THE SIDES OF THE APPLIANCES. SUCH FIRE HYDRANT OR FIRE PROTECTION APPLIANCE SHALL
BE KEPT READILY VISIBLE AT ALL TIMES.
WATER SERVICES
8.
3.
4.
5.
THE CONTRACTOR SHALL PERFORM ALL WORK PERTAINING TO DRAINAGE INCLUDING EXCAVATION
OF WRA'S PRIOR TO THE COMMENCEMENT OF OTHER WORK INCLUDED IN THESE PLANS. THE
DRAINAGE FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING THE COURSE OF THIS
CONTRACT. THE CONTRACTOR SHALL INCLUDE FUNDS IN THE DRAINAGE COSTS OF THE
CONTRACT TO OPERATE AND MAINTAIN THE DRAINAGE SYSTEMS DURING THE WORK PROCESS.
MATERIALS/CONSTRUCTION SPECIFICATIONS
MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION, 1991, OR LATEST EDITION.
6.
AS-BUlL TS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER TWO WEEKS PRIOR TO
FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR,
SIGNED, SEALED, AND DATED BY THE RESPONSIBLE PARTY. SEE INDIVIDUAL SECTIONS (STORM,
WATER SYSTEM, ETC.) FOR ADDITIONAL AS-BUILT REQUIREMENTS.
PAVEMENT SECTION REQUIREMENTS
7.
PERMITS AND PERMIT REQUIREMENTS
CONSTRUCTION OF ROADWAYS SHALL BE 8" OF STABILIZED SUBBASE WITH A FLORIDA BEARING
VALUE OF FBV=75 P.S.I., 6" OF SOIL CEMENT BASE COURSE AND 1" TYPE S-1I1 OF VIRGIN ASPHALTIC
MAXIMUM DRY DENSITY OF 98 % CONCRETE SURFACE COURSE WITH A MINIMUM STABILITY OF 1500
LBS, COMPACTED TO A MINIMUM OF 95 % OF THE MARSHALL DESIGN DENSITY. SUBGRADE
PREPARATION AND PAVEMENT INSTALLATION SHALL CONFORM TO THE CITY OF WINTER SPRINGS
STANDARDS AND SOILS REPORT RECOMMENDATIONS.
10.
THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL REGULATORY AND LOCAL
AGENCY PERMITS. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE
REQUIREMENTS AND LIMITATIONS SET FORTH IN THE PERMITS. A COpy OF THE PERMITS SHALL BE
KEPT ON THE JOB AT ALL TIMES.
UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL
WATER METERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE THROUGH THE CURB STOP
AND SET METER BOXES TO FINISHED GRADE AS SHOWN ON THE WATER SYSTEM DETAIL SHEET.
POLYETHYLENE (PE) PRESSURE PIPE FOR WATER SERVICES 1/2" THROUGH 3" SHALL CONFORM TO
AWWA C901.88, MIN 200 PSI. AND SHALL BE PHILLIPS DRISCO CTS 5100 (DR-9) ASTM 0-2737, 200 PSI.
ALL SERVICES SHALL INCLUDE THE FOLLOWING: LOCKING CURB STOPS, WYE BRANCHES, UNIONS
AS REQUIRED, PE SERVICE PIPE AND CORPORATION STOPS. THE SERVICE SHALL BE COMPLETE
THROUGH THE CURB STOP AS SHOWN ON THE DETAIL SHEET, AND SHALL BE OF THE TYPE
REQUIRED FOR COMPATIBILITY WITH THE SERVICE LINES SPECIFIED, AND FITTINGS SHALL BE
MANUFACTURED BY FORD.
9.
LAYOUT AND CONTROL
SIDEWALKS
11.
UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL PROVIDE FOR THE LAYOUT
OF ALL OF THE WORK TO BE CONSTRUCTED. BENCHMARK INFORMATION SHALL BE PROVIDED TO
THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD
MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION
OF THE ENGINEER IMMEDIATELY. REFER TO RECORD PLAT FOR HORIZONTAL GEOMETRY.
SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS.
THE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28-DA Y COMPRESSION
STRENGTH OF 2500 PSI. JOINTS SHALL BE EITHER TOOLED OR SAWCUT AT A DISTANCE OF 5'
LENGTHS, HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN
ACCORDANCE WITH STATE & FEDERAL REGULATIONS FOR HANDICAP ACCESSIBILITY.
1.
SEWAGE COLLECTION SYSTEM
A.
QUALITY CONTROL TESTING REQUIREMENTS
MATERIALS AS REQUIRED BY THE CITY OF WINTER SPRINGS
PAVEMENT MARKINGS/SIGNAGE
B.
C.
ALL TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR, CITY, AND THE ENGINEER.
TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE OWNER/OPERATOR'S
SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND
FAILING) ON A REGULAR AND IMMEDIATE BASIS. CONTRACTOR SHALL PROVIDE TESTING SERVICES
THROUGH A FLORIDA LICENSED GEOTECHNICAL ENGINEERING FIRM ACCEPTABLE TO THE OWNER
AND ENGINEER. CONTRACTOR TO SUBMIT TESTING FIRM TO OWNER FOR APPROVAL PRIOR TO
COMMENCING TESTING.
PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AS SHOWN ON THE CONSTRUCTION
PLANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR. SIGNAGE SHALL BE IN
CONFORMANCE WITH MUTCD (LATEST EDITION). A 48-HOUR PAVEMENT CURING TIME WILL BE
PROVIDED PRIOR TO APPLICATION OF THE PAVEMENT MARKINGS. REFLECTIVE PAVEMENT
MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH FOOT INDEX NO. 17352.
TRAFFIC CONTROL
SERVICE SADDLE - FORD FS202
CORPORATION STOP - FORD FB1000
CURB STOP - FORD B41-444W (FOR 1" ONLY)
- FORD BF43-656W (FOR 1 1/2" ONLY)
- FORD BF43-777W (FOR 2" ONLY)
METER BOX - SINGLE ONLY (NO DOUBLE METER BOXES ALLOWED). FOR 3/4" AND 1" ONLY USE
DEXOL WITH IRON READER DOOR.
1112",2" AND BLOWOFFS SHALL BE COR SYSTEMS CORPORATION BOX SERIES
17 x 30 WITH HINGED CAST IRON READER DOOR. .
A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE
WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. THE DETAIL PROVIDED IS TO BE
USED FOR FILLING ANY NEW WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND
FOR FLUSHING OF NEW MAINS UP TO 8" DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR TAKING
BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION
SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING, AND DISINFECTING OF THE NEW
MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE HAS BEEN OBTAINED FROM
THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT
AGENCIES HAS BEEN RECEIVED BY THE CITY OF WINTER SPRINGS. THIS JUMPER CONNECTION SHALL
ALSO BE USED TO MAINTAIN A MINIMUM LEVEL OF DISINFECTION AND UNTIL THE FDEP CLEARANCE
LETTER IS OBTAINED AND THE LINES ARE PLACED INTO SERVICE. ADEQUATE THRUST BLOCKING
AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED
FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO
INSTALLATION IN ACCORDANCE WITH AWWA C651 , 1992 EDITION. THE TAPPING SLEEVE AND THE
EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER
SECTION II OF AWWA C651-92. FLUSHING OF 10" DIAMETER AND LARGER WATER MAINS MAY BE DONE
THROUGH THE TIE-IN VALVE UNDER CONTROLLED CONDITIONS BY THE COUNTY ONLY THE
FOLLOWING PROCEDURES SHALL BE FOLLOWED .
D.
TEMPORARY JUMPER CONNECTION NOTES:
SHOP DRAWINGS
A MINIMUM OF 2-WAY ONE LANE TRAFFIC SHALL BE MAINTAINED IN THE WORK SITE AREA. ALL
CONSTRUCTION WARNING SIGNAGE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF
CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHALL BE
CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK SITE AREA.
LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH NIGHT DURING
CONSTRUCTION.
COMPOUND Y BRANCH - FORD Y44
JOINT RESTRAINT - MEGA LUG
INSTALL OR PROVIDE CITY WITH 1" X 3/4" BRASS BUSHING AT METER DISCHARGE CONNECTION.
THE CONTRACTOR SHALL CUT"W' IN THE CURB TOP AT EACH WATER SERVICE AND A 'Y' AT ALL
VALVE LOCA1\ONS. CUT WS AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. SEE WATER
SYSTEM DETAILS FOR OTHER SERVICE LOCATION AND MARKING REQUIREMENTS.
PIPE INSTALLATION
SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE, WATER SYSTEM, SEWER
SYSTEM, AND PAVING SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE
MATERIALS REQUIRED FOR CONSTRUCTION.
EARTHWORK
CURBING
EARTHWORK QUANTITIES
CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE
FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "1" CONCRETE WITH A 28-DAY
COMPRESSION STRENGTH OF 2500 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS
AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" ON CENTER. CONSTRUCTION
OF CURBS SHALL BE IN CONFORMANCE WITH FOOT STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION (1991) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION
PLANS.
PIPE INSTALLATION OF PVC WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM 02774 (LATEST
EDITION). INSTALLATION OF DUCTILE IRON PIPE WATER MAIN SHALL BE IN CONFORMANCE WITH
AWWA C600.87.
THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY
TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT THE
EARTHWORK BALANCES, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL
NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS.
EROSION CONTROL
COMPACTED BACKFILL SHALL BE TO 98 % MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180
UNDER ALL PAVEMENTS WITH 12" MAXIMUM LIFT THICKNESS. OTHER COMPACTION OF BACKFILL
SHALL BE TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 WITH 12" MAXIMUM LIFT
THICKNESS. SEE PIPE TRENCHING DETAILS.
A. THE TIE-IN VALVES SHALL BE OPERATED ONLY BY THE CITY AND
PRESSURE TESTED IN THE PRESENCE OF THE CITY AND ENGINEER TO
VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE NOT
WATERTIGHT SHALL BE REPLACED OR A NEW VALVE INSTALLED
IMMEDIATELY ADJACENT TO THE LEAKING VALVE.
EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO
COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE
CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE
BASIS, AS REQUIRED. REFER TO WATER MANAGEMENT DISTRICT PERMIT FOR ADDITIONAL
REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE.
R/IN RESTORATION
ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINISH GRADED WITH A SMOOTH TRANSITION INTO
EXISTING GROUND. ALL SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL
DISTURBED AREAS SHALL BE RAKED CLEAN OF ALL LIMEROCK, ROCKS AND DEBRIS AND SODDED
AFTER FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL
INSPECTION. ALL GRASSING (SEED OR SOD) SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL
FINAL ACCEPTANCE BY THE OWNER/OPERATOR.
MINIMUM COVER OVER ALL PIPE SHALL BE 36" FROM TOP OF PIPE TO FINISHED GRADE. SEE PLAN
AND PROFILE SHEETS FOR REQUIRED DEPTH.
LIMITS OF DISTURBANCE
WATER MAINJS ARE TO BE INSTALLED SO AS TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18"
OR A MINIMUJM HORIZONTAL CLEARANCE OF 10 FEET FROM ALL SANITARY HAZARDS, INCLUDING
STORM DRAIINAGE PIPES AND STRUCTURES, AS WELL AS SEPTIC TANKS, DRAIN FIELDS AND SEWER
PIPING. IF CLEARANCE CANNOT BE ACHIEVED, THEN DUCTILE IRON WATER MAIN SHALL BE
PROVIDED 10 FEET EliHER SIDE OF THE CROSSING.
B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS
DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW
WATER MAIN, FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF
THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT AND FOR MAINTAINING
CHLORINE RESIDUALS IN THE MAINS.
1. FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF
THE EXISTING WATER MAIN.
2. ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE
OPEN PRIOR TO THE CITY OPENING THE TIE-IN VALVE.
3. PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN
POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT
DROP BELOW 35 PSI.
4. TIE-IN VALVE SHALL BE OPENED BY THE COUNTY A FEW TURNS ONLY,
ENSURING A PRESSURE DROP ACROSS THE VALVE IS ALWAYS
GREATER THAN 10 PSI.
AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON
SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR
OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED
BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.
SITE ACCESS
ALL ACCESS TO THE JOB-SITE FOR CONSTRUCTION AND RELATED ACTIVITIES SHALL BE BY
EXISTING STREETS AND ROADS, OR BY THE CONSTRUCTION EASEMENT. THERE SHALL BE NO
ACCESS TO THE JOB-SITE THROUGH THE FOOT RIGHT-OF-WAY.
ALL WATER MAINS SHALL BE lNS1ALLEDWlTH RESTRAINED JOINT FITTINGS. NO CONCRETE
THRUST BLOCKS TO BE USED.
TREE REMOVAL
POTABLE WATER/FIRE SYSTEMS -CITY OF WINTER SPRINGS, FLORIDA
OWNER/OPERATOR
THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE ROADWAYS SHOWN ON THESE PLANS IS
THE HOMEOWNERS ASSOCIATION. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE
REQUIREMENTS OF THE CITY OF WINTER SPRINGS.
PIPE IDENTIFICATION WIRE
THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT
(SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED.
NO TREES SHOWN ON THE CONSTRUCTION PLANS AS BEING SAVED SHALL BE REMOVED WITHOUT
PERMISSION FROM THE OWNER AND ENGINEER.
ALL PLUGS, CAPS, TEES, BENDS, FIRE HYDRANTS, VALVES, ETC. SHALL BE PROVIDED WITH
MEGALUG PIPE RESTRAINTS. FORRESTRAlN CONSTRUCTION SPECIFICATIONS, REFER TO THE
WATER SYSTEM DETAILS.
CLEARING AND GRUBBING
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE
CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND BUILDING
CONSTRUCTION. ALL AREAS TO BE CLEARED SHALL BE FIELD STAKED AND REVIEWED BY THE
OWNER AND ENGINEER PRIOR TO ANY CONSTRUCTION.
PIPE MATERIALS
BLUE INDICATOR TAPE SHALL BE BURIED IN THE WATER MAIN TRENCH 18" DIRECTLY ABOVE THE
WATER MAIN. A CONTINUOUS COPPER DETECTOR WIRE SHALL BE ATTACHED AS SHOWN ON THE
WATER DETAIL SHEET.
C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE COUNTY UNTIL FLUSHING BEGINS.
D. THE TIE-IN VALVE SHALL BE OPENED ONLY BY THE CITY FOR FLUSHING OF THE
NEW MAIN. THE PROCEDURE SHALL BE DONE BY THE CITY AND OBSERVED BY THE
ENGINEER.
SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL INFRASTRUCTURE TO BE CONSTRUCTED. WATER
SYSTEM SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND THE CITY OF WINTER
SPRINGS FOR REVIEW PER THE CITY'S POLICY FOR REVIEW OF SHOP DRAWINGS.
POLYVINYL CHLORIDE PLASTIC PIPE (PVC C-900) 4" THROUGH 12" SHALL BE MANUFACTURED IN
ACCORDANCE WITH ANSIIAWWA C900 (LATEST EDITION) AND SHALL HAVE A MINIMUM WORKING
PRESSURE OF 150 PSI AND HAVE A DR (DIMENSION RATIO) OF 18. ALL PVC PIPE SHALL BEAR THE
NSF LOGO FOR POTABLE WATER. JOINTS SHALL BE OF THE PUSH.ON TYPE AND COUPLINGS
CONFORMING TO ASTM 03139, DR18 PIPE.
DISINFECTION AND TESTING
MATERIAL STORAGE/DEBRIS REMOVAL
ALL PIPE SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651.86.
ALLOWABLE LEAKAGE FOR PVC PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA M23.
THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING
EQUIPMENT, WATER, WATER METERS, OIL FILLED PRESSURE GAUGES, AND 01HER EQUIPMENT,
MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING.
CONTRACTOR SHALL CONTACT THE ENGINEER, OWNER/OPERATOR AND THE CITY IN WRITTEN
FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL
PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION.
THE WATER SYSTEM SHALL BE SOAK TESTED 24 HOURS @ 150 PSI AND TESTED FOR LEAKAGE AT
150 PSI FOR TWO (2) HOURS, WITH ALLOWABLE LEAKAGE IN ACCORDANCE WITH ABOVE
STANDARDS.
EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8" IN DIAMETER, THE TIE IN VALVE
SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSE POSITION BY THE CITY. THE TIE-IN
VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY
FDEP AND ALL OTHER AGENCIES. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL
OTHER AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION
THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS PLUGS. THERE .
SHALL BE NO LEAKAGE.
ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE
STOCKPILED AT ON-SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE
STOCKPILED SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK)
STOCKPILES WHEN MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL
BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL MATERIALS.
E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE
CLOSED POSITION BY THE CITY.
DUCTILE IRON PIPE (DIP) SHALL BE STANDARD PRESSURE CLASS 350 IN SIZES 4" THROUGH 12" AND
CONFORM TO ANSIIAWWA C150/A21.50 (LATEST EDITION). ALL DUCTILE IRON PIPE SHALL HAVE A
STANDARD THICKNESS OF CEMENT MORTAR LINING AS SPECIFIED IN ANSIIAWWA C104/A21.4
(LATEST EDITION). PIPE JOINTS SHALL BE OF THE PUSH-ON RUBBER GASKET TYPE CONFORMING
TO ANSIIAWWA C1111A21.11 (LATEST EDITION).
FILL MATERIAL
ALL FILL MATERIALS SHALL CONTAIN NO MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER,
RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING
BACKFILL. FILL SHALL BE CLEAN, NON-ORGANIC, GRANULAR MATERIAL WITH NOT MORE THAN 10 %
PASSING THE NO. 200 SIEVE.
PIPE DETECTOR W/ LOCATOR WIRE SHALL BE INSTALLED ON ALL WATER MAINS PER DETAIL.
DUCTILE IRON FITTINGS FOR DUCTILE IRON PIPE AND PVC C-900 PIPE SHALL CONFORM TO
ANSIIAWWA C153/A21.10 (LATEST EDITION) AND SHALL BE CEMENT LINED IN CONFORMANCE WITH
ANSIIAWWA C104/A21.4 (LATEST EDITION).
POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL
CONFORM TO THE REQUIREMENTS OF ANSIIASTM 01248. THE MINIMUM NOMINAL THICKNESS
SHALL BE 0.008 IN. (8 MILS). INSTALLATION OF POLY WRAP SHALL BE IN ACCORDANCE WITH AWWA
C105.
CONTRACTOR SHALL OBTAIN A COpy OF THE FDEP WATER SYSTEM PERMIT AND PULL
BACTERIOLOGICAL TEST SAMPLES FROM THE SAMPLE POINTS SPECIFIED IN THAT PERMIT.
ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND
ASSOCIATED BACK FLOW PREVENTION DEVICE, FITTINGS, VALVE, ETC, SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
COMPACTION
FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98 % OF THE
MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. ALL OTHER FILL AREAS ARE TO BE COMPACTED
TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. FILL MATERIALS SHALL BE
PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE
ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE
PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL
FOR THE AFFECTED WORK.
CONNECTIONS TO EXISTING WATER MAINS
WATER METERS SHALL BE PAID FOR AT THE CITY AND SHALL BE DELIVERED TO THE JOB SITE BY
THE CITY.
PRIOR TO lHE CONNECTION TO ANY EXISTING MAIN, THE PROPOSED WATER MAIN SHALL BE
DISINFECTED, HAVE ENGINEER APPROVED PRESSURE TESTING AND HAVE FDEP CLEARANCE.
REFER TO FDEP PERMIT FOR ANY ADDITIONAL REQUIREMENTS.
AS BUILT DRAWINGS
VALVES
ALL ORGANIC AND UNSUITABLE SOILS BENEATH THE PROPOSED SITE IMPROVEMENTS INCLUDING
AND 10 FEET BEYOND THE PERIMETER OF ALL BUILDING PADS, ALL DRIVEWAY AND PARKING
AREAS, AND STORMWATER MANAGEMENT AREAS SHALL BE COMPLETELY REMOVED AND
REPLACED WITH COMPACTED CLEAN STRUCTURAL FILL MATERIAL UNDER THE FULL TIME
OBSERVATION OF A REPRESENTATIVE OF A LICENSED GEOTECHNICAL ENGINEER. THE SELECTED
STRUCTURAL FILL MATERIAL SHALL BE TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER
OF RECORD PRIOR TO REPLACEMENT. THE SITE SUBGRADES SHOULD BE CLOSELY OBSERVED
DURING THE INITIAL STRIPPING AND PROOF-ROLLING OPERATIONS FOR INDICATIONS OF
ADDITIONAL SURFICIAL AND BURIED DEPOSITS OF ORGANIC MATERIALS NOT ENCOUNTERED
DURING THE GEOTECHINCAL FIELD EXPLORATION PROGRAM. IF ADDITIONAL DEPOSITS OF
UNSUITABLE SOILS ARE ENCOUNTERED, THESE MATERIALS SHALL BE REMOVED AND REPLACED AS
DISCUSSED IN NODARSE & ASSOCIATES, INC., REPORT OF SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION (REPORT NO. W03-G-466) ISSUED ON JANUARY 12,2004.
IF CONDITIONS OTHER THAN THOSE ANTICIPATED ARE ENCOUNTERED, THE GEOTECHNICAL
ENGINEER OF RECORD (NODARSE & ASSOCIATES, INC.) SHALL BE CONTACTED IMMEDIATELY.
SPECIFIC DETAILS REGARDING THE LOCATIONS AND ESTIMATED DEPTHS OF THE SURFICIAL
ORGANIC MATERIAL ENCOUNTERED ON SITE HAVE BEEN PROVIDED IN NODARSE & ASSOCIATES,
INC., REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION
(W03-G-466) DATED JANUARY 12, 2004.
GATE VALVES SHALL BE RESILIENT SEAT AND SHALL CONFORM TO ANSI/AWNA C509.87 WITH
HANDWHEEL OR WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED.
MANUFACTURER'S CERTIFICATION OF THE VALVES COMPLIANCE WITH AWWA SPECIFICATION C509
AND TESTS LISTED THEREIN WILL BE REQUIRED. VALVES SHALL BE CLOW DRESSER KENNEDY
AMERICAN. "
AS-BUILT INFORMATION FOR THE WATER SYSTEM SHALL INCLUDE, BUT SHALL NOT BE LIMITED
TO, THE FOLLOWING:
THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "AS-BUILT" INFORMATION
RELATIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES. THREE SETS SHALL BE PROVIDED
FOR REVIEW. ONCE APPROVED BYTHE UTILITY, ONE REPRODUCIBLE SET SHALL BE PROVIDED.
BUTTERFLY VALVES
BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH TESTING AND PERFORMANCE
REQUIREMENTS OF AWWA C504, CLASS 150. VALVES SHALL BE DUCTILE IRON, RESILIENT SEAT,
AND BE MANUFACTURED BY KENNEDY, MUELLER, M&H, AMERICAN. BUTTERFLY VALVES TO BE
USED FOR SIZES GREATER THAN 12".
1. LOCATION OF ALL VALVES, FITTINGS, HYDRANTS AND SERVICES. HORIZONTAL AND VERTICAL
2. LOCATION OF THE WATER MAIN TIED WITH COORDINATES FOR THE SITE.
3. CERTIFICATION AS TO THE SYSTEM MEETING THE MINIMUM COVER REQUIREMENTS.
AIR RELEASE VALVES
4. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE
APPROVED ENGINEERING PLANS.
AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO PERMIT
ESCAPE OF TRAPPED AIR. THE VALVE SIZE, LOCATION, AND METHOD OF INSTALLATION SHALL BE
INDICATED ON THE DRAWINGS, OR AS DIRECTED BY THE ENGINEER. AIR RELEASE VALVES SHALL
BE CRISP IN PRESSURE AIR VALVE TYPE N, APCO, OR VALVE & PRIMER CORP.
VALVE BOXES
5. UTILITY LOCATES ON SYSTEMS INSTALLED UNDER THIS CONTRACT SHALL REMAIN THE
RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER UNTIL AS-BUILT DRAWINGS ARE
REVIEWED AND APPROVED BY THE UTILITY.
6. VERTICAL SEPARATION BETWEEN WATER, STORM AND SANITARY AT ALL UTILITY
CROSSINGS.
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VALVE BOXES ON BURIED POTABLE WATER MAINS SHALL BE ADJUSTABLE, CAST IRON
CONSTRUCTION, WITH MINIMUM INTERIOR DIAMETER OF 5" WITH COVERS CAST WITH THE
INSCRIPTION IN LEGIBLE LETTERING ON TOP: WATER. BOXES SHALL BE SUITABLE FOR THE
APPLICABLE SURFACE LOADING AND VALVE SIZE, AND SHALL BE MANUFACTURED BY MUELLER
COMPANY, MODEL 10364, OR APPROVED EQUAL. VALVE BOX PADS SHALL BE 18"X 18"X4" THICK
CONCRETE WITH #4 REINFORCING BARS. PAD TO BE SET AT FINISHED GRADE WITH RECESSED
DETECTOR WIRE CONDUIT PORT PER DETAIL.
.
ABBREVIATIONS
# NUMBER
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
ARCH ARCHITECTURAL
AWWA AMERICAN WATER WORKS ASSOCIATION
CONC CONCRETE
DIA DIAMETER
DIP DUCTILE IRON PIPE
ETC ETCETERA
FDEP FLORIDA DEPARTMENT ENVIRONMENTAL PROTECTION
FOOT FLORIDA DEPARTMENT OF TRANSPORTATION
FT FOOT/FEET
GPM GALLONS PER MINUTE
LBS POUND(S)
MAX MAXIMUM
MIN MINIMUM
MUTCD -
NWL NORMAL WATER LINE
OC OFF CENTER
PSI POUNDS PER SQUARE INCH
PVC POLY-VINYL CHLORIDE
RHPZ RIPARIAN HABITAT PROTECTION ZONE
SHT SHEET
TYP TYPICAL
WRA WATER RETENTION AREA
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ALL GRAVITY SEWER MAINS REQUIRE LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE
LATEST UNI-BELL STANDARD FOR LOW- PRESSURE AIR TESTS.
ALL SEWER MAINS SHALL BE LAMPED BY A CITY REPRESENTATIVE.
ALL MANHOLES SHALL BE INSPECTED FOR INFILTRATION, ALIGNMENT FLOW CHANNEL CONSTRUCTION
AND COAL TAR EPOXY PAINT THROUGHOUT. '
HYDRO-STATIC TESTS CONSISTING OF A HYDROSTATIC PRESSURE TEST AND HYDROSTATIC LEAKAGE
TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED SEWER FORCE MAIN SYSTEM PRESSURE PIPES
AND APPURTENANCES IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE.
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ACCESS AND UTJUT'r' EASEMENT
(ORB 3582, PAGE 2037)
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GENERAL SITE NOTES
1. REFER TO RECORD PLAT FOR AlL HORIZONTAL CONTROL.
2. SURVEY PROVIDED BY OTHERS.
3. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE AlL
CENTERLINE GEOMETRY TO ENSURE PROPOSED DIMENSIONS FIT EXISTING
CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY
DISCREPANCIES ARISE.
4. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF AlL PROPERTY
CORNERS OR REPlACE AFTER CONSTRUTlON.
5. CONTRACTOR SHAlL MATCH PROPOSED CURB AND GUTTER, CONCRETE
AND PAVEMENT TO EXISTING IN GRADE AND AliGNMENT.
6. CONTRACTOR SHAll REMOVE PAVEMENT & CONCRETE IN ACCORDANCE
WITH THE CITY OF WINTER SPRINGS REQUIREMENTS.
7. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE
IN ACCORDANCE WITH ARCHITECTURAL. BUILDING PLANS AND
SPECIFICATIONS.
8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL
BUILDING DIMENSIONS. PORCH, RAMP & DOWNSPOUT LOCATIONS.
9. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
10. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY
EXISTING ITEM DURING CONSTRUCTION, SUCH AS. BUT NOT LIMITED TO,
DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL
BE EQUAl TO OR BElTER THAN EXISTING CONDITIONS.
11. CONTRACTOR TO REMOVE OR RELOCATE. WHEN APPLICABLE, AlL EXISTING
BUILDINGS. FOUNDATIONS. BASEMENTS, CONNECTING IMPROVEMENTS,
DRAIN PIPES. SANITARY SEWER PIPES, POWER POLES AND GUY WIRES,
WATER METERS AND WATER LINES, WELLS, SIDEWALKS. SIGN POLES.
UNDERGROUND GAS. SEPTIC TANKS, AND ASPHALT, SHOWN AND NOT
SHOWN, WITHIN CONSTRUCTION LIMITS AND WHERE NEEDED, TO AlLOW FOR
NEW CONSTRUCTION AS SHOWN. CONTRACTOR SHAll FOLLOW AlL LOCAL,
STATE AND FEDERAL REGULATIONS IN DISPOSING OF AlL MATERiAlS
REMOVED FROM THIS SITE.
12. ALL PAINT USED FOR PARKING STRIPING SHAlL BE AlKYD PETROLEUM
BASED PAINT, TWO COATS OF PAINT IS TO BE USED.
13. CROSS WALK STRIPING, STOP BAR, HANDICAP SYMBOL. AND
SURROUNDING DIAGONAL STRIPING SHAll BE THERMOPLASTIC.
14. DIMENSIONS AND RADII SHOWN ARE TO FACE OF CURB UNLESS NOTED (BOC)
WHICH INDICATES BACK OF CURB.
15. SIGNAGE AND TRAFFIC MARKINGS SHALL BE IN ACCORDANCE WITH
F.D.O.i. AND CITY OF WINTER SPRINGS REQUIREMENTS.
16. PROPOSED ACCESSIBLE PARKING SIGNS TO BE INSTAlLED AS REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SIGNS NEEDED. AlL
ACCESSIBLE SIGNS SHALL BE BUILT INSIDE PIPE BOLLARD PER DETAIL
LOCATED ON DETAIL SHEET.
17. CONTRACTOR IS TO INSTALL SMOOTH TRANSITIONS BETWEEN CHANGES IN
CURB TYPES.
18. ALL SIGNS SHALL HAVE 7'-0" MIN. CLEARANCE FROM FINISH GRADE TO
BOTTOM OF LOWEST SIGN MOUNTED ON POST.
19. ALL WORK AND MATERIALS SHALL COMPLY WITH AlL CITY OF WINTER SPRINGS
REGULATIONS AND CODES, AND O.S.H.A. STANDARDS.
20. ALL DISTURBED AREAS SODDED AND WATERED UNTIL A HEALTHY STAND OF
GRASS IS GROWN.
21. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,
REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN
BASE BID.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR AlL RELOCATIONS. INCLUDING BUT
NOT LIMITED TO. ALL UTILITIES. STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND
POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.
AlL COSTSHALL BE INCLUDED IN BASE BID.
23. THIS PROPERTY LIES IN FLOOD ZONE "X". ACCORDING TO THE FEMA FLOOD INSURANCE
RATE MAP COMMUNITY PANEL NUMBER 12117C0135 E, DATED APRIL 17, 1995.
24. TOTAl LAND AREA IS :t 12.00 AC.
25. NO WETLANDS APPEAR TO BE PRESENT BASED ON USGS MAP. AND VISUAL INSPECTION.
26. RECORDS FROM THE USDA SOIL CONSERVATION INDICATE THAT THE PREOOMINATE SOIL
FOR THIS SITE IS BASSINGER FINE SAND (9)(BID) AND ST. JOHNS FINE SAND (29)(BID).
27. NO POOL. SCREEN ENCLOSURE OR ACCESSORY STRUCTURE MAY BE LOCATED OVER AN
EASEMENT.
28. ALL UTILITIES SHAll BE PlACED UNDER GROUND AND TRANSFORMERS AND SWITCH BOXES
SHALL BE SCREENED.
29. ALL AC UNITS, MECHANICAL UNITS, SATELLITE DISHES AND STORAGE UNITS SHALL BE SCREENED
PER SECTION 2G473.
30. ALL UNITS SHAll BE INDIVIDUALLY METERED FOR ELECTRICITY AND WATER SERVICE. NO METER
BANKS WILL BE PERMITTED.
CURVE
C1
C2
C3
C4
CURVE TABLE
CHORD CHORD BEARING
59.40 S38054'SS"W
45.25 N38054'55"E
45.25 N51005'05''W
45.25 S38054'SS"W
DELTA
90000'00.
90000'00.
90000'00.
90000'00.
RADIUS
42.00
32.00
32.00
32.00
LENGTH
65.97
50.27
50.27
50.27
PROPOSED LEGEND
@
@
@
@
@
~
PROPOSED "STOP" SIGN
SEE DETAIL, SHEET 7
PROPOSED SPEED LIMIT SIGN
SEE DETAIl, SHEET 7
PROPOSED SIDEWAlK RAMP
PER FOOT INDEX NO. 304 (TYP.)
PROPOSED "00 NOT ENTER" SIGN
SEE DETAIL, SHEET 7
PROPOSED "STOP" SIGN & "RIGHT TURN ONLY"
SEE DETAIL, SHEET 7
PROPOSED LIGHT POLE LOCATION
~
:E
M
....
IMPERVIOUS AREA CALCULATION
TOTAL AREA
= 523,330.98 S.F.
TOTAL PERVIOUS AREA = 189,425.58 S.F.
TOTAL IMPERVIOUS AREA = 333,905.40 S.F. (INCLUDING 8'><6' CONC. PATIO)
PERCENT IMPERVIOUS AREA = 333,905.40 S.F.l523,33O.98 S.F. = 0.6380
TOTAL PERCENT IMPERVIOUS AREA = 63.80%
63.80% PROPOSED IMPERVIOUS AREA < 64.50% PERMITED IMPERVIOUS AREA
~~l~,~::
CONTRACTOR SHALL CONTACT
SUNSHINE STATE ONE-CALL OF
FLORIDA, INC. 0 1-800-432-4770
FOR LOCATION OF P ARTlCIP A TING
UTILITIES, AT LEAST 72 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NON-PARTICIPATING
UTILITIES INDIVIDUALLY.
~~----
DAVID R. WEAVER, P.E.
38867. I /
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.....:-...~ ~~~ '~/ ,. I 7~ f "---- ~ ........-....... "",-- '"
':---. ...."~....., 7....... " ........ '"
~,..,....>:~:::....~ """--"--'~ ".......",..." /" 6;' / - '--.....'-.............. ~,~"'''' ~ SEWER SCHEDULE
~..... ~ -......., l' I" ~.. / ~ ~~1i:-....~ ~ '-, '" "
~ ~"':: ~ ..' i ---llisy~~ ~ ~, '. "", "'~. ~~ ..........~ <E) ~EE~~~~~ooT INDEX NO. 232 ~ 28L.F.-15. RCP@O.89%
~:-...'" TT /- ~ ~-"'- "'"'-_ ,l '~.~ "'" ............ '^-- N. F.L. 21.28 ~ TYPE 6 INLET, FOOT INDEX NO. 211
~~, "~,_ ~4'~~_ _ _ -'~--1: ~':\;~~~""'~' ;"11...... ~T~.~.~~~~0L.F.-12.ADSFOR ~~~~:s.13
~.~ /' ./ ~ I f...... "~\\ z.~,- @)CLUBHOUSEUSEAGEN.FL.20.63
P.'ADVSTiONE UN"T 1 ,/" ~ 236 L.F. - 18. RCP@0.3O%
""", I ~ 1 / 1 I" \. -................, 8-2 192 L.F. -15. RCP@ 0.40% ~
(P856.PGS17-21) ~" / ~ \ </.n ~
RECORDED 8/19/1999 \ ;) I 1 I \ \ \, "~\\ . ~'- ~ TYPE 6 INLET, FOOT INDEX NO. 211 ~ TYPE 6 INLET, FOOT INDEX NO. 211
ZONED: PUD \, t ~ ", jk}. 1 1 '\} ~\ .... TOP ELEV. 25.53 TOP ELEV. 25.48
I LAND USE: LOW DEtySITY RESIDENTIAL \J ':1 I _ " r 0 , I" 1 \ '~\ \ ~ W. F.L. 21.28 E. FL. 21.23
I I I I I I I I \ ~&J. t\ /1.1 - " 3 4 fr~6 \ \ '~\ \@28L.F._15"RCP@2.75%@r>28L.F.-15"RCP@0.82%
SLE-, \ I' I~ R=115.00' 1 ~--, \ \ \ 8 TYPE6INLET,FDOTINDEXNO.211
I I I I I I I I ' ~"'\ III '11 Y\~6}.68' / I I \ \1 \ \@TYPE6INLET,FDOTINDEXNO.211TOPELEV.25.48
I ! ~I '\ CBt9f:J510'jt:.:'3{3" / L1J \ ~l 1 TOP ELEV. 25.53 S. FL.19.92
\ ! II (\ \ v ," ci I I S. FL. 20.51 W. FL. 21.00
1 I I I I I I.O'I"S'l I LOT 84 I L 'T 85 I\,\ I jth ~TRAf1; H (COrhM N AdEA) 2 SiTE BeN(~ 1 MA 'i?f.r{ I N. FL. 20.51 N. FL. 19.92
WTlJO LOT 81 LOT 82 I' - LOT 86 \ \ ~ -'\ \ I \ '\ l ' Y ELcV - .I.,., E. FL. 20.51 @
WT77 PROPOSED 5' LOT 78 LOTT9 . \ .1. '\ PARKSTOIfJE NIT p / - L;;. - Z.:>. / I i ~ 8-29 109 L.F. - 18" RCP @0.3O%
DRAINAGE EAS1 EMENT\ I I I I /'EX1ISTlNG MASONRYWAU. I I \\\ \\ r)~ '\" '\ ;1 t1 )(1 ///./ N&D Ljri #0/; IN q tiP CURB ~ 230 L.F. - 24" RCP@O.22% ~ TYPE P MANHOLE, FOOT INDEX NO. 200 & 201
10' WALL & LANdSCAPE EASEMENT ~ ,\' \ \ " I ~ I SMH N Rllvl=2+'72 /I /. / / ~ TYPE.. 6 INLET, FOOT INDEX NO. 211 wI J BOTTOM
I I 8-1 //-- ~~: ~:~, ~~ :'f~~~ N83054'55"E 653.70' I I I !-!- \ \\ ~ ;~.;., \ \ '\ r tl ~ 7 ;- ~~~:~~i7~;fttJP (II ( ( ~C;;. ~~C.~2~~37 ~~~c.~~~5.50
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:~'I 8-1 ~,'26.3 - .... 25.)--. 26. ~I ~ '...., r 1l" 1\ - 6 ? 0 2 Q' A.....,... U i;;;;;;;"'" N. FL. 20.00 wi J BOTTOM
~ ~ lR \;;-. - - ~,2'5' >< 8-3 n ~ /" -.. <::s ~~'DC V f .............';...-'-'--3 E. FL. 21.00 TOP ELEV. 24.00
__l'll ~ ~ ~ \,1 _~5 ,~87 88 89 90 it ~...'2 191 9.1" /1",;( 91.11 n;24.8 ....~;-~"'J~51 -h3../ R=25.D ~~ ~ @9>119L.F.-24.RCP@0.63%s.W.F.L.15.75
- --'-' -- r' 84 1l.... ~ ;7.;) "'t ;7iJ A ~~~ r- ,'- ');\ ,}3.31 L=27 ~ - CfMH N RIM:.:23.55 S.E. F.L. 15.75
H. ~ 8-1 .26.80 F .80 F.F.27.30 F.F.27.80 F.F.27.3O F.F.26.80 F.F.26.90 F.F.27.4O F.F.27. F.F.2~.90 F.F.2~.65 F.F. .40 / 8-3 ,~.i\" ~21 J'2.92- ,/ ~NJNV=-13.20(42"RCP.l ~ ~TYPEPMANHOLE,FDOTINDEXNO.200&201~.
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\ \ ~::!. ..............:-..;,., IJi '.......... .,<.., u ~ 25,' ....-, _ _. _ I j ;;:.... ~
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Ib""- . '. // . ~ 1: (ro" ,il>., W fNV=15.39(38"RCPj ~ E. FL. 19.25 TOP ELEV. 24.40
r I ~ ~1 ~ ~ \ .~ r-;!~f~" 'I I "-...~ 26.90~ 1Il / / 97....J,X: \ ~ l~,) ~06 "';3:- +---- C!MJ-f N RIM'''23.73@3)12''NYLOPLAST-ADSINLlNEDRAlNE.F.L.22.40
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.. <<~25.9 ~ ~"....... "~M ~ ./ CLEANOUT(TYP.) I; j I I. . WJNV=.1B.39(16"RCPl @}>104L.F.-12"N-12ADS@1.44%. 8- 12"NYLOPLAST-ADSDRAINBASIN
{i ~ . <<".7 0.32% _~ 0.30% \ 2614 ~~3 ~./" no.... ! (J, ,.L 23.:;' TOP ELEV. 25.00
~ 7 >< 2 . ___ ~ ~ '\. ~ - ---....- \ ~ - --7' ;70 "Ii'" . - \' 'I SMH N RfM=23.35 ~ 12. NYLOPLAST-ADS DRAIN BASIN W. F.L. 21.56
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II . .~. IiiI ' .' . ,...:i " 252'dr:vlj CLl~ !ll::!' 99' ~ \ ~ T 1 ~ ~ 12. NYLOPLAST-ADS DRAIN BASIN
_ --- ---- _ V ~-,:c...! 8-1 I ,25.70~l:i. . "I:!. fl .I~ '1'-' 25.9 ,~ I ...: J, 0 I I.~ .\. I ~ 115L.F.-12"N-12ADS@2.05%TOPELEV.25.3O
~ I "% ~ 25 lilli' 25. ' g.J ;: I 01;,:'1- 23,(31 SMH N RfM=23.66 (8) NFL 1997
1, ) I /26.3 \ ____............. ..............J fj.':)" I *'.rI . I I - N fNV=13.76(8"PVC) 8-16 INSERTA TEE . .. .
LOT 196 I I I / 26~ 111/-: - -~ '\ '-..u,ceRe'" ..-"- · ... . ~ ,.., _ ro' """",w,q.il j m I' .1 .~" ~~~ 23.67 S INV'-"13,56(8"PVC) ~ ~~~~1~~5~AlL.SHT.9) @g) ::t~.1~'~~N_12ADS@O.90°/o
II 8(-6"0~ - , 76 ~ 72 71~. ~ 70 69 68 67 66 65 s..m.' " ~'ORB3582'PG~99~;:JENr -,\ I il./1 I ~ 233L.F.-24"RCP@0.22% 8 REMOVE EXIST. STORM MANHOLE
Ii ~ r I" ~ ., - \ LL!! ] . .., If; I ~ TYPE 6 INLET FOOT INDEX NO 211 & CONNECT TO EXIST. 18. RCPwl
_ __ - -, L, ."V21. '. II ~Il ;., F.fi:;75 F.~OO F.~.26 :!J"... F,Fi~':2 .;.F.28.00 !1~'0 F.Fi~85. ';:Ji'" F.fi~"" ':;Fi~'0 F.F~. I \1"2 j[)2"~ irlu.'\ 24.8 I~ 2 A?.r:......l 1-'1AMOUNTCURf! TOP ELEV. 25:13 . ~~E~~~~.:OTINDEX232
EXISTINGMASONRYWAlL............... 1 .' ~''': ~e \ I : ~ ., I v I ilil~ 23.96 N.E. F.L. 21.60 S. F.L.18.50
-......... I ffi F.F~. 28'9.40 ~(~~; ~ii: :. ~. . I ~ ~~ :' DMH JJ DI.af,~, aN / 18. '1" %1':; 2~04 ~ 28 L.F. - 12"x18" ELLIPTICAL RCP@0.42%E.F.L.18.35t,CONTRACTORTOVERlFY
LOT 195 :1 I ~ t ~,I'II~ . ~ LJ LJ 1!:' LJ LJ LJ /XfJ LJ LJ LJ 1.25~ LJ ~ IUI, ! ~.'v/Ni~:;~;::::g; I~ tr t '~",':i,50 ~ "" C@ :::e'::~,?,,'NDEXNO.211 <8> ~.g,.,"':iJ,FOOTINOEX232
_I!I'~ I (-6") 2T.4O' 8.8% '~"'09\,:)'- ,,~~ --- AI 0 "'~''fU ~ ~",u7 'ft S.W.FL.21.48 TOPELEV.25.00
- -- -. I~l [j 78 lU-i: i" ~ 11 11 \..... n n 27.9 ~8.0 n n n n n 25.6 4. \( ~~ ~ I' 2.~nr 242f ~.:t.'1~J: ~:~:t;5.:.56
10' WALL & LANDSCAPE EASEMENT ~ it F.F.27.90 I! I I I ' ~,.' II~ I _9,'" 1~ ~, \ ~. '. p," 4.'5$ 1'" 124: fii I @)>205L.F.-24"RCP@ 0.85% ~ 20 L.F. - 36" RCP@0.24%
(ORB 3581PG 1:::194 .~ I~ (-6") I: ; I I . ~~} ,~..;} ~S ~ ...r2~4flfL9'f.1 2::~3'CONC.VALLEYGUTTER @> TYPE6INLET,FDOTINDEXNO.211 ~ REMOVE EXISTING INLET & REPLACE wi
~ ~ r 77 - 56' ~ . ~'P'" 24'ffEPI ,/ i I .,J TOPELEV.25.13 TYPECINLET,FDOTlNDEX232
~ ~ i Q ~.' _ _ _ _ L 128~::::40 ~ I Fff.~75 F,~.oo F~26 F.F.21.;o F.f.?"'5 F,~OO ~ I F.f.{!IO F.f.f?" F.f.J.. F,f.~l1 Ff~,. F.f.4_ '\ ~ 1i4. J;;;g ~ "" ~I::;.('EP ::": I ,.. i E. FL. 20.88 ~N~/FPBLi1.1~553~~5.oo
~ ~ ~ ~ ~ ~ l'''''' -, 1.26J;_, 25J'." 1 ( ..., (.., ~.g, (.a-) dfll (.a-).., · '" (.., · " ("') (.., ". (.., ~ .. , · "., 1 ".', ;::'I I ,15 C i'i ~ ~ ~t ~! Ii FL ,,:..
~ ~ ~ ! ~ LOT193 cl ' I 52 ~ :, ' ~ r;r L'- 6" ~NDERDRA N \ .. ~ERDRA N, ~, ONe. VAlL V:~~, AMAUg>>RI tE:-i ;I t;fJ:lrl' ~ I ~ ~ ~ ~ ~ 30 ~T ,
~~~ i--- ~II!~ F'F;79 ~I: /~~~.~----.. ~::-=~ -C~~;~LB;T"i;~;':CE-=-::: -::~~~1' ~~~~~~~JlJ. ".: ~ UI~i 25 ~~~~L-v~ :_rrEL~~~_:,":
~ LO"~ i , ~ ~? F.f;: ~h ~I;~~~ =-L;1Pif-=- .. -____ __= ; =-~ ----- -=-:=- i= ~ ,~~ ~.~~ .~~ ~~ ~ ~ !~' ".J 'i'~ '" I ~::::>CQ S: ~ 20;' .~'_.oIDEWALK 20
" II..;:: "F.f.2820 :::i ,: I).. 26~." A I \ ~~ 26,3 0.. ,.. 24 - I ~ SECTION A-A
- - Ii it! 2, B W) .,., i!i.' ~ 1"'.' _ ,.....6, \. .. CLEANOU ~) .", .", ,J ." -....' ""~ ~ ~" : I ~ b NT.
CO"" 'I [ F.t.f.79~~ / S4 44 43 42 "~~ERI",,~ 39 ~t 38 37 36"u-;;N34 ~"I. ~!:: ''';1 -OJ\ .. '" ~~ 'oo~"'1 ~co EROSION AND SEDIMENTATION
''li. 1.26~ ~ 4P ,~F.Fi:;75I\.Fi~" F,Fi~A1 F.Fi~74 F.fi:;07 F.f.28AO -' ( F,F.26AO F.Fi~" F.Fi~51 F.Fi~15 F.fil;73 F.Fi~.32 I 0.1_ II! /o~, ~ CONTROL NOTES
- -- -- -I, '. tL .",., ,..~. 1 .. I kW 11t#1\.~ 3'~ \ tJ '~ SI ~ 2664 26.21.. ~ l:\ I ~
.... ~ -- "'to -(a.OiI'} I r - ~ . - LJ -U LJ LJ LJ LJ LJ LJ LJ LJ LJ I' _ (:=COLUMN ~ I--.... 'Hle ~ .1:'- I..... MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO
.... [ F.F.27.74 : ,.( S-_:2 . If-' ........ ih l r8-2~ i.. ! I '-J 1\ \r y . ~ 25,1 I THE CLIENT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH All EROSION
.... I ~ '. 1.25% 1.36% ",0..:.\ 1 I~;;;; 1\ \ 25.71 25.3~) > 2~.~:3 '.. .-r-Si'vl/-J N Rftvl:::25.91 CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM
~ .~. (-4.) :, --- ~'I-8" h \\ - ,/ NT NINV=14.97(8"PVC) DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO
'I 47 ~ : "-- . n I '2s.r \ : ~v 3 ./ ~2'~1.11 ~. .~j I' 25.1.1 ~..?.5S I E1NV==14.88(S"PVC) REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL
- .--- -- -Iii [F.F.28.07 1 U5>'6'f I 25.711 -2'~, r n x .s.1 I n ~.6 n ':25,9 n ':;6f n nX251 I' ~~. _~- -);'25.1- 2rg2 ~)'J ..~51 IA.~~~5.254~..INV=1~:03(8"PVC) - .- - - ~~~~U~~~~~~~~~~SO~rit~E~~':C~~~E':~~~~E~~~~~"e~E~ARY
r '.tr7{i(fj.1 ~- ~ ,,'" ,,24.8 ASA RESULT OF ON-SITE INSPECTIONS BY THE OWNER,THEIR REPRESENTATIVES OR
i ~ I . 8"UNDERORAJN- .... I I': ~ ~ . 1/26.5 ~EMEN~ .", l)' ~2J.. I" 24.%iO _,,, THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES SHALL BE INSTALLED
.. 46 ......... I it ~ A J I' "'1 -...." AT NO ADDITiONAl COST TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE
I , r F.F.28.4O _........~~. 21 '''~ 23 2 2'5 "6 ~...l 27 ~8 29 3lft 31 31~ 0 11t.~,vu "''2fi.~3.72~... ~"L P/T' "25.90 \ I >< 24,91; ~ RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARGE FROM THE SITE DOES
L, ".J,.. &,&. &,':-; &,1 V&'- f- NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE JURISDICTIONAL
i co 1\.).... ~ ' ....... F.F.27.08 .F.27.08 F.F.27.41 F.F.27~74 F.F.28.07 F.F.28.4O F.F.28.4O F.F.28.07 F.F.27.74 F.F.~.41 F.F.27.08 F.F.26.75 'L 1ft' '4.' ~i.~_ I 469 AUTHORITIES.
,.... "l ... \. . (-4j (-4") (-4. (-4") (-4") (-4") ( j (-4.) (-4") nAllH' RfM 23 8~ 26'3~26'2a-"'-:--, . At I
I itl [ 45 2'1lO1 9~52} ~ 3' CONct VALLEY GU """'R ' -.."., ==. ~ 25.90 25.93 24.8'.,..;c, :;:.10
IP. :u:tl/ f'lnt' "I:' 76"JNDERDftllN rCLEANOUT(TYP.) 6"UNDER RAlNl 25.511~ NV=18 5(18"RCP 2i.5;~:it IJ-cr- .:g.17 24~ r2S.20---DMHNRIM=25.42
__ ! l~ F.F..4O \Z.;5II') In 25.80IEtr . r \: "7, .....~t.. ..>2 h ...., NfNV=17.69(24"RCP) 40'
---... _.. 25.561H... rL- / I / I 2l1.25, ,.. ,L I _. ,f~ ~26'~.01 2 t.a: <o.J4,12'vv .. S f/\IV=17.92(18"RCP)
--- -: ( ~~~ -::._ _ ___= lb_11 ____ ,_= -' r.28~ =__ ____ .. _-::._ =__ I ... . _A-_ =-). iJ ;:: 5 ;, I ~ it1 550 ,,':." ,,<: ~: ':J~:;~:.om:;:'R"6t) x 4' x IX ':
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LOT 186
F ~ ~ {2i () 6.8;t: ~26.1 LJ -a u 'r~ ~""n,LJ ('07~~1=T" WI LJ l<~ Ll--l< ~..~ . '\. ..54__-~.iCONC 1\Jl;...-=f \ 24~ ~ I .r-N1NV=2D.52(6"PLASTlCPJPE)
TRACrS #LC;:~~D112"IHC 1_ ! .: ~ !'ti6.6' .1 ><2.6 ;.: 1 ~LANDSCAiF.EASEMENT -mlO \eJ "'2f.OO "''>'1;.;~.2- - --~ -'- - -~ t- --tH8~- ------ ,~~~ - - /~l L(!~ I I ~ I Y WINV"'18.67(1S"RCP)
WALLANDIANDSCAPF. __...... I . 270 ' "- . . ---- ( 83 ~998) /25.Q "l ., _......-............ X?i'i' ~ - ....~1 _...A Ui:D - 25 / S/GI}~! \" I:l 4,42 ..1
......., . - i'; - --- .., fi - -- -- - - - - - _ . I ~ - - -4'ft ___. . _.__.~':-.::....,. . .--'!'- -..".~, I v
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)(28.6 X286 28.9 ! Y "\ ~ x 26.7 '. '<26.7 "<<0.3 . ,,,.4 '.~:5 "o'uy~ 26.!-- i;l25.5 \ I 246 20943' ~GNI MESIN'b...,>",~'Z;j.5~c:i x <2. x9 \:><1 Q 15~22RCt.. - -' - -MESf!VV::"" a
-- ~." . :--28~i~ 'I \, '. ~._ACCESS~I/DUTfLlTYEASEMENT S83054'55"W505.62' S ~ -......: I: . '-IPROPOSED17.5'DRAI T 22.l (231\ 224.6 ~.1.8v
><-f3T::1-_~<!.,.6 iT "- 1111 < (0R1335t~, PAGE 1777) ;~L~~0112"!RC I x24.5 .~17~""'24""."11"4"'~ Ii 1/ '4.2 24.07 244
~21.3 , "'....:~ )(2~~ l ~1.1~...). ><26.8 )(28.7 x 25.5 '<26.4 <""'-26. ,,256. x2S,z... "24.7 _ Mes~. ~L_?"P I ><246 ! AI!: 24.22
"2'.'-2'~ '2, S~~tf) ><28.3 "26.1 _______~~~~-~~ ><25.9- 25.S x25.1 ~_~--25-'-:-;4.3~'''';X 24 X23.3 .--23~' ><24.8 /11 jiB 23.87
'" .~ ~ ~~8.t")\X'~. 2 ~. x .,', '-- x ,~~I
'~--->'l'1l".~-28 29. 28 28 ".~" ~-:;;;-. ~?fi.z 27 x 26.3 ~~ ,,26.1 "~26 ^. x 25.3 ~ ?40 . . )(24..1 --IlrJ.!J.'L..._ Ji..2..'l&- ....~. 1<23.3. , .4.2 /t FOUND1IZ'IRC 23.91
~ "::;;I~~-:',:""""" .8 ," 25.9 ~:::;;: . ..--------;('J::?' 221.<$ . '1.3:.....-' #'868 2" 5
)29.6 - f~-I III Lrl ...11 - _lNU=T 5' it . '.. ~~. ~, CONC WALK" -#-- ..?/ ~ .:>. 5
29.66, _ .. _ _-=- '", . -~1 ~ ..... MES JNV==21.97
29.28 . 29.43 -:!9.06 28.91 '~"28.73 ~~3~ 2'C&C ili!f 27.72' ~ INLET 24.48 ACCESS AND UTILITY EASEMENT
29.05 28.68 28.34 27.33 24.12 (ORB 3582. PAGE 2037)
CONG APRON CfMH N RJM=27. 70 ~ ...... W BOUND LANE 434 ......... SITE BENCH MARK CIMH N RJM=24.61
S fNV=23.47(18"RCP) ... , - FULL OF WATER
ELEV;:: 25,47 TOP OF WA TER=21.66
N&D LB #68 IN CONC WALK BOn-OM OF STRUCTURE=20.26
GENERAL GRADING NOTES
1.
CONTRACTOR SHALL ADJUST ANDIOR CUT EXISTING PAVEMENT AS
NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
2.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING
THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL
EXISTING STORM SEWER STRUCTURES, PIPES AND ALL UTILITIES PRIOR TO
CONSTRUCTION.
3.
4.
CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING
IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO,
DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURBS, ETC. REPAIRS SHALL
BE EQUAL TO OR BElTER THAN EXISTING CONDITIONS.
N
I
I
I
I
I
__ ___. .___ L
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDI
OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE
BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS.
5
EXISTING GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS.
CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
III
~ a
~
,~
6.
7.
LOT 76
8.
ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY
LAND DISTURBANCE ACTIVITIES.
LOT 199
9.
CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALK, DRNES,
ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY ANDIOR
MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR
TRAFFIC.
/.01'1.98
10. CONTRACTOR SHALL COORDINATE PROPOSED UTILITY CONSTRUCTION WITH
All UTILITY PROVIDERS TO ALLOW THEM TO WITNESS THE CONSTRUCTION
AND ENSURE THEIR PARTICULAR UTILITY LINES ARE PROTECTED.
11. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER
DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS
ENCOUNTERED DURING EXCAVATION.
I.OT197
12. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING OR
PAVEMENT SHALL RECEIVE 4 INCHES OF TOPSOIL, SEED, MULCH AND
WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED UNLESS OTHER-
WISE NOTED ON PLANS, SEE LANDSCAPE PLAN.
13. LOT GRADE SLOPE SHALL BE A MINIMUM 1.25% IN-BETWEEN ALL BUILDINGS TO
TO ENSURE POSITNE DRAINAGE.
STORM SYSTEM NOTES
1. ALL STRUCTURE INVERTS SHALL BE CONSTRUCTED PER F.D.O.T.
INDEX NO. 201.
2. ALL STRUCTURES WITH TYPE J BOTTOMS SHALL BE CONSTRUCTED
PER F.D.O.T. INDEX NO. 200.
3. ALL DRAINAGE STRUCTURES, INCLUDING CLEAN-OUTS, SHALL BE
INSTALLED WITH TRAFFIC BEARING GRATES AND FRAMES, TOPS,
RINGS AND COVERS, ETC. AS APPLICABLE.
4. ALL PROPOSED INLET GRATES SHALL BE RETICULlNE STEEL.
...JIW
...Jz
~::i
til~
xlw
w9;:
I iV
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...... ./
,EXISTING GROUND
\
.....
SECTION B-B
NTS
PROPOSED LEGEND
~
(E.P.)
TOP OF CURB
EDGE OF PAVEMENT
FF 27.50
PROPOSED MINIMUM FINISHED FLOOR ELEVATION
PROPOSED FLOW DIRECTION
LOT 190
--...-.....-
~
PROPOSED TYPE III SILT FENCE, SEE EROSION
AND SEDIMENTATION CONTROL PLAN.
PROPOSED STORMWATER STRUCTURE
PROPOSED 6" UNDERDRAlN & CLEANOUT
~
--------0
LOT 189
12'
4'
2'
2'
LOT 187
-
...........
SOD-
~ 4"x4' CLASS I CONCRETE SIDEWALK
MINIMUM 3000 PSI CONC.
MAX 2% CROSS SLOPE
'.......,
2% CROSS SLOPE-
~ 1" MIN. ASPHALTIC CONCRETE TYPE 8-11I
6" SOIL CEMENT (MINIMUM 7 DAY COMPRESSIVE
STRENGTH OF 300 PSI).
- 8" MINIMUM STABILIZED SUBGRADE (FBV 75)
FOOT TYPE F CURB & GUTTER -
MIN. 300 PSI (TYP)
"
NOTES:
1. SIDEWALKS NEXT TO NON-LOT AREAS TO BE INSTALLED
AT TIME Of ROADWAY CONSTRUCTION BY THE SITE CONTRACTOR.
2. · SOIL CEMENT 300 PSI BREAK STRENGTH SHALL BE A FIELD
BREAK STRENGTH.
TYPICAL ROAD SECTION
NOT TO SCALE
CONTRACTOR SHALL CONTACT
SUNSHINE STATE ONE-CALL OF
FLORIDA, INC. 0 1-800-432-4770
FOR LOCATION OF PARTICIPATING
UTILITIES. AT LEAST 72 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NON-PARTICIPATING
UTILITIES INDIVIDUALLY.
STATE ROAD NO. 434
124'R!W
NATURAL GROUND \ PROFILE GRADE L1NE"\
................................ . oj
TRENCH FULLY WRAPPED ~ .....!!!!...................... .
................................ .
WITH FILTER FABRIC ::::::::: ::::::: ::::::::: ::::::.' . b'
OVERLAP AT TOP .:.:-:-:-:.:':.:-:.:.:-:-:-:.:-:-:.:-:.:-:-:-:-:-:. ~ .!' .' e~"T:..J.a
COURSE FILTER SAND FOOT 902-4 --.... ::::::::::::::::::::::::::::::::::::::::::::::::::: . .: . :-.. ~ . . .~
OR EQUIVALENT (BACKFILL TO ,-:-:.:-:-:-:-:.:-:-:-:.:-:.:-:.:.:-:-:-:.:-:- &0 :Z
WITHIN a" OF EXIST. GRADE) ::::::>::.:.:.:-:.:.:-:.:.:-:-:-:-:.:-:-:.:-:-: M :E
.........................
..........................
6" FULLY PERFORATED --..... .:-:-:-:-:.:-:-:-:.:.:-:-:.:-:-:-:.:-:.:.:-:-:-:.:-
PIPE WRAPPED IN ~.:-:.:-:-:-:-:-:-:-:
FILTER FABRIC SOCK :::::::::::::::::::~:i:::~i~;::
.............. .l'..... ....
SOIL BORINGDA TA
Eatlrnated Groundwat,. Estimated SeaIIonal H1Qh
Elewtlon (Ft.) Groundwat.. Elevation (Ft.)
2'3.4 24.0
22.7 23.5
24.2 24.5
23.6 24..0
Boring Number
HA-1
HA-2
HA-J
HA-~
a"MIN.J
I 18" ,I
ROADWAY UNDERDRAIN DETAIL
~22-__
DAVID R. WEAVER, P.E.
3886:. / /
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LOT 77
LOT 199
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LOT 198
--
LOT 197
----
LOT 196
LOT 195
----
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(ORB 358~G 1998)
~ LOT194
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LOT 191
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----
LOT 189
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LOT 187
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LOT 78
LOT 79
1= "'
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PROPOSED 1S'
D1WNAGE EA8EMENT
84
85
86
83
82
81
80
76
75
79
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78
77
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PARKSTONE UNIT 1
(PS 58, PGS 17-21)
RECORDED 8/19/1999
ZONED:PUD
LAND USE: LOW DEr/TY RESIDENTIAL
EXISTING lIFT STATION
I
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N83054'55"E 653.70'
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LOT 83
LOT 85
LOT 86
LOT 81
LOT 82
--
- --
-c-
I-- -
CONC BLOCK WALL
- - 1.~_..__,
PROP08I!D 'JII WA'MR a [ ........... EASEMENT'
87
88
89
90
91
92
93
94
95
96
/
6 / /
~
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97
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98
4 3
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74
73
72
71
70
69
68
67
66
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99
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1.4 MOUNT CURB
-
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55
56
57
58
59
60
61
62
63
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for' ___ 15' WA L & LANDSCA 'f EASEMENT
.....--- (ORB ~ :a2, PG 1998)
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ACCESS AND UTILITY EASEMENT
(ORB 3582, PAGE 2037)
~SITE BENCH MARK
ELEV = 25.47
N&D LB #68 IN CONC WALK
CIMH N RIM=24.61
FULL OF WATER
'- TOP OF WATER=21.66
BOTTOM OF STRUCTURE=20.26
CIMH N RIM=27.70
S INV=23.47(18-RCP)
W BOUND LANE 434
STATE ROAD NO. 434
124'R!W
.
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PROPOSED LEGEND
.
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PROP~ SINGLE WATER SERVICE
PROP. DOUBLE WATER SERVICE
-W- PROP. WATER MAIN
..., PROP. F'RE HYDRANT WITH GATE VI>LVE
4 PROP. SINGLE SANITARY SEINER SERVICE
---< PROP. DOUBLE SANITARY"""""' SERVICE
- S - PROPOSED SANITARY SEWER
~ - PROP. STORM SEWER WITH INLET
~ PROP. STORM SEWER MANHOLE
] PROP. FIRE SPRINKLER FIRE LINE
PROPOSED POTABLE
WATER SCHEDULE
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CONNECT PROPOSED 8" WATERMAlN TO EXISTING 12" WATERMAlN
8" - 900 BEND
8" X 8" TEE
8" - 450 BEND
PROPOSED FIRE HYDRANT WI GATE VALVE ASSEMBLY
PROPOSED 8" PVC WATERMAlN
PROPOSED 6" PVC WATERMAlN
8" X 6" TEE
PROPOSED WATER SERVICE CONNECTION (TYP.)
SEE DETAIL, SHEET XX
8" GATE VALVE
6- GATE VALVE
CONNECT PROPOSED 8" WATERMAlN TO EXISTING 10" WATERMAlN
PROPOSED 2" UL LISTED FIRE LINE DOUBLE Del. CHECK VALVE
BACKFLOW PREVENTOR, 2" DIP FIRE LINE, AND FIRE DEPARTMENT
CONNECTION (FDC) FOR A 13R SYSTEM
PROPOSED SANITARY
SEWER SCHEDULE
o
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EXISTING SANITARY SEWER MANHOLE
TOP ELEV. = 25.72
E.INY. ELEV. = 15.12
W. INY. ELEV. = 16.35
97 L.F. - 8- PVC SANITARY SewER @ 0.40%
@
@
@
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 25.34
E. INV. ELEV. = 16.74
N. INV. ELEV. = 16.74
S. INY. ELEV. = 18.60
74 L.F. - 8" PVC SANITARY SewER @ 0.40%
@
@
@
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 25.62
N. INV. ELEV. = 18.90
W. INY. ELEV. = 18.90
228 L.F. - 8" PVC SANITARY SEWER @ 0.40%
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 26.48
E. INV. ELEV. = 19.82
W. INY. ELEV. = 19.82
245 L.F. - 8" PVC SANITARY SEWER @ 0.40%
@
o
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 25.73
E. INY. ELEV. = 20.80
158 L.F. - 8" PVC SANITARY SEWER @ 0.40%
@
o
@
@
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 25.26
N.INY. ELEV. = 18.28
w. INY. ELEV. = 17.38
S. INV. ELEV. = 17.38
231 L.F. - 8" PVC SANITARY SEWER@ 0.40%
@
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 25.63
S.INV. ELEV. = 19.20
W. INY. ELEV. = 19.20
400 L.F. - 8" PVC SANITARY SEWER @ 0.40%
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 25.61
E. INY. ELEV. = 20.80
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 25.60
S. INV. ELEV. = 20.00
208 L.F. - 8" PVC SANITARY SEWER @ 0.40%
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 25.62
N.INV. ELEV. = 19.16
E. INV. ELEV. = 19.16
S.INV. ELEV. = 19.60
222 L.F. - 8" PVC SANITARY SEWER @ 0.40%
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 26.30
E. INV. ELEV. = 18.27
W. INV. ELEV. = 18.27
222 L.F. - 88 PVC SANITARY SEWER @ 0.40%
175 L.F. - 8" PVC SANITARY SEWER @ 0.40%
PROPOSED SANITARY SEWER MANHOLE
TOP ELEV. = 25.70
N. INV. ELEV. = 20.30
PROPOSED SANITARY SEWER
SERVICE CONNECTION (TYP.)
SEE DETAIL, SHEET 12
CONTRACTOR SHALL CONTACT
SUNSHINE STATE ONE-CALL OF
FLORIDA, INC. 0 1-800-432-4770
FOR LOCATION OF P ARTlCIP A TlNG
UTILITIES, AT LEAST 72 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NON-PARTICIPATING
UTILITIES INDIVIDUALLY.
p.;;~p~
DAVID R. WEAVER, P.E.
38867 I
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~c - -' ___ - , -_c--- _ _ ~ --: : _- -== _ _ __ __ _ =_ _ _ - met' _ -_1:-_-- -- - _ - __ - - --- -- - =- C - r - -- - --= u - - 1= - -- -- - _-:_H -- - - --r -c - -- - _I'x-:- - -= - -- :f:=--__::__~ - ~:o-
__ ____ __ _e_u H__ __ _e_ _ _ e_u ~ ___ __ _ __ _ ___,_ _ _,__ _ ___ - -~- - --- -= - -- - - - - - u~ - - -- - -= ~ -- p;:: -- ===- ---i------
:::::::-_ ___ _____-___-,,-- 1----___-=--==_- _ __::-::--.___ _____ _ :=__ -- -- ,-_ __ ___.:_:::.:i--_- __:.:.____ _ - ---=l=-. _-____ -==t== _ -- -----__._____f--- -- --~- - ::::t=-..::--:---.::i: - ---:;::.:------ -- ..:- ---:.--- :t-- - -:--=:_-=--- --- _:=J= :---=.::t:--- ===t:: :::- ---- -- -:.-- ---j-:-------
=-=_= =c=-'-_ _ ___ :-- __ ~ e- -= -'::- -=-==-~_ ___= ====-==- -= =_ --=-=-- ==:I::='=::::=_i -=== _= - - _ -=:~==-~-~..-=- =-=-= ~-=~ --:::t:::=:-:::: ~-=-=='= == -=--== -- - - -~=-=- :--= =~- ':-~~= ~ :::::::=t:=-=- -=1=:::: t::=-" -=-== -==cc-':::f- ~-:: ~:
______~ _____ ________:-----j~-- i----~-----_____r-- __~-----------=:!:c----~------- ---- -------$---- *---=t:---=--~-------- ----,---- -
:=--c::- _=- --=_~-- --==:c-= >----_ ---=- ~ :: =- ~_~ - -- u_ =" -=;::::: -,==.--===~:::=-==t-=<~ _= _ _ ======+=:-=+=--:= =--=-:::::+:=-= -==---===+-==--=-== 1==::-=--- -~~--- :-=-:-:::: ::- -..:-- .::...:~:..--==~--=.......~ _.::.~;, ------ --=-- -:.--::~- "-==-r--::-~~* -- ::::..:t-.:::~:=:-... =+.::= ------ --=-_==::--=:::::::::-_-=t -- ---=-==::
_________ _______~ _ ____ ____~__ _______ _____ _ ~ __ _____ __ _____________ _____--1 _ ____ r-" ___ - ___ ----, ---- I-------t-------- ------4..:.- -----:t:------- ~-- - .------- -------~:--- _____"'''''....Jo.. --- -------t---- ---*- -- ---+:::-------==t=--- --- ---- ------- --' - - -
__ _ ___ __ ___ __ __ __ ~__ __ _ ______ __. __ __ __ 1-__ _ __ _ __ ___ _ I ___ ___ __ _ _ __ ___ __ -- --r--T-=-~ _ -- - -- --~- -- - :::-J:::: - --- - - - -- - -"-- --1--- - -...:;-.- - ,- - :=j::: ------r--- --- -- -- - - r ..
I=:~ _ _ _ = u_ __ _ ,~ _ = _ -= _ __ '- -=-=_ _ __ __ _== ,_ __ - - _--: '-_ -~ __ -- _::- _ =- -_ --='- --- -- - - -='== __--1:- _ - -=- -" ~ --- ,,"'z = --- --- --= - --+ - - - - - - -L: - - -=r- -- - - - - --- -- L - - cc_
!---:_:_ _ __ f--- _ _ _ ~_ __ __ _ - _ __ _ _ __-_ _ _ ___ ___ t _ __ __ -- --- -- - - --- -" -- -+--- ----::-..::::j ..---'- -: r - --.~ ...- -1-..- -- -- ------ ---- -t--- -..-------f- -- ~ - ... I' -.- ---------- - t----..-..-- -....--
_.-:-----1--- ___~:-:=--- _ ___ __ _ __ -DIl-~:7i>>_{F.~-- - -----t-- -:::-_ - __ - -- ____--_ ==t=~- --- --=-----------:-~j=-----:=t=---- ---:- --,-- -:.:::-~---=t= -- -----. -l---- -=t- :.:1=: --===F'-= ----C- -----1- -------:.-t -------:.-:.
_~__ __ _ _ __1>-_ - --1--- -- =:.--- - -- - - - - -- f-,-- - ~ - - -- -- - - -.: :--==::-: - :=!=': -- - - ==-- -. -- - ---- 1--- ------= -- -- - -- =t:::::=-- '"t -- - :::-==t- -- --- - - -~:: -- :.: --- - - t - - - - - 1--. -- --- - - - - r- - - -+ --t- ~- - - i- -- - ==r - - ---
__,- ,-- -C _- _ ,_ -- ~- _-=__ - '---'- -=- - _ - --I==-- -=~' _ - _ - - - - _ _- ~ - - - - -- -- --- : --=t-: - -=~~ --~-..: m--- - - -;~-----: ~ --- - - - - - :~ =. -- - -- ~- -- -:---;~- - ---:-....;=r-~- -- - -- ---+--= :;--:.:---= - - - .t:::-..:. - --- =--:.-- -~.- - - ~:~ -- __-:.~.:t - -~~~~
=__ =---= __ _ _ _: -='::-:: _~ _ _ ~ _ __ _ -=_ ___ _-!=-_ ____ _ _ ___ _: _ -::l - '---_ - - _ -:-- - _ -i---- _ - _ ~.~ ~ -= -- - = - -- - -- --:---- - + --- -e-- - -1- -- - -=1= - =+=- - -- ="-::- --- -- - i" - -::::
__ _= :_____--__+ _==1=__-=_'-_-- ,__ +__ ---- - ----- - - - ~ - - ----- -- ~- ---=-- --- ~-~ -f ---a=- =+=- --- --------
______ ----==t=-=-------=--- _t:.__-==:==t.::-...:....:::::--=---:::-_-=----:. ______ _______..:-_ --:.~----:::.-=t=~ -=:-:.-:::.... --=---=-~--==:----= ------...=-=---:- ::::l_-=-___-:- -_._.__i--- --- -.. - --==-=--~-:..===:::.--- ~=:=t= ----.:.....:----- ----~=:---- -- ~:-~FF-== -- -::-F::- ---- ---i_ - - -- -- - - - ---- -- :- -=1- .:-=' - - -::- - ----- --....:----~-~~~---:....:~~--~--- ~-=-----/-A--\+:.= ::=~-= -==-~..:..:::t~-- =- --":---f --- -- ---
__ __ __ _ __ _ _ ___ _ _ _ __ _ _ _ __ _ __ +_ _ _ __e_- _ _ __ _ __ :=j:: - - -.- -- - - - - ,--- =1 -- - -- - -- - r - ----- - - - - - --..~ , ----=
_ _ _ _ _ _ _ + __ __ ____ _ _ __ _ _ _ __ ~ _ ___ ___ e- - - i----- ~ __ _,__ __ - ____ __ - - - - _--+___ __ __ - - - --- - - - - ,-- --" - - - - -- ~- - - - - ~ -- -- - - - - -- - - --- - -- - -- +----- - 1- - -
_-=::=-::= =_ =-~-=1=:'--==== =:= =-t _--=-::::- -=--="=_ ----.. =-__--= -_ r~ --- -=1::- : -==~ --==>:::== ~ee-::'-:::=--'::-:t- ==- --=-= - - ->-c:-=-,,===-=-_-=--=* ~:---l:-: - -='=~~- _u_ -~-+ - - - -::~- ::-= =~- --=- ::: ~ ~====:I= =- -=1:: --'~ -- =~c~ = 0- =:::-=- 1_ ~ -.C;__ ::1-- - - -:::f= -, - --:=:- -- -= :c-==- _- j - --:::
------------------t-----------------=t------------- ------------------- --------:=r..-:-------- ------ --------f-------- ---- --i-------------f---------..::t=.:::---===+----- ---------------------- ------:::::r.-- ---:::::i------------------t--- ;1--- -=-1:--------- - D ..-- - -- - .,~ - - ----- - --------- -- -- ---,- - _m_
~~'ee~~~==i-=--~. -~ ~:-== ::=-= -=-= ~-==- -~~:=-~~~~-=-c:: :=-=-~~i~ ~ ~~_~=-- "=-"-=-~~==i=;- ~.~ -: }~~__:1~::--- -~~c=_~}::=~=~-~~i=:-:~-==~~ --:; =-=F~~=::=f--_ _=_'_ -: __-=-~~~ _-"c~~~ _ __ . ~~------~t . --~~-=
__1-__ ___ ___ _ ____=:::t-___ ___ ______ ______ _____ __________ ------.- -- -- --------..- ----- ---- ------ ----- --- - - - --- -------- -.-------===t:::----- ----t-- ----- ------ ------ -----:==--r:= ------~f- - --- ---- -- ----- -- ---------- ------------t- ---- - -;------ -- ---------- --- ---- ---- -\-=: ----- --I--. ---/- ~
"c: -===:-_: =:=-:- _1:= :::-:;-=-;:--- =:=J= --=:::=--== =-, ==2 _: _~'=-_::= e-,=--=:::- _ _ =:=- _ -::cJ":--.:=-:=--= ,~:-: _;=. _ ~ _-~--=----==t===:== -.- =:: -_ ===-:-~_=-=~: -=--= -=--ee:--=~= '::-'- --===: - ~.-_c - - j=-- ---'-=-:::.--==-~=,: ,-=~:: -- ~ -::-c: c --.:--- ~ -- ,;":-,,,,-=- -:-:::::: -====f':::C-::'=
______ _______ _____ _.. ___ _ ::.:::l-- ______ __1-_ ___ ___ __ 1-_ _ __- ______. ___ _ _ -1--- ___ __ ____ __ ------ ------ =t= -- --- ---- ~_+- - --..-----..- -----..----- -- ----:::::r: - -----"---.- --"--- ----.------ - -----t---- - --r - ---.f--....--......-..-----.
__==____ ----:~:----~t---- __..:..I-______:~- __ ~_--"_--=- --=.:---:-= _--='=---=--- ----"- ::= a :=- =-=-'- -~-"--=-'-' c_-'--- =-- ---'-- --=--j:: - ----= ---=-- =-------==- _=-----::l:::=-- --~::..------::::=- =--- --:: -- ----- -- -- ---::.....::...... -:3 --- --=----=- - -----1-:.....-------.;:-.:..:::-:- -__-.:::::i.::::. - J._ --- -:--- --- -.-=------.-1--=- - ___.::.1- -=------:::
_=---='::=:-=-=--+:=-===--=~ -"'- --=--- _ _--=====-=:=- _ =-=t==: -==::::: ~ == =- -=---= -=_::::=-l--===-=l:=-:::-.::-- = -- '== -= -=-:::' -:= -- ~-::= - ---lee-=- --=-=t::=c -= ::c ~=---= ~::--c: -"= -===0- --" r!-~~-- -:::-=---:: c___ =-:::..~ ~~=-- ==:::::---=: ==:::----- 1_ =---=:::-==.t .. ---==.:::t-~ -:::-::--:--:.::: -:- -- --== ::::-=:"'_"'-'--==E':::--:~~-=--=t-:___=::-::..:=~
________+__ _______-- -e_ -- i------ ---- -1--"------- ----- ~---------_=F____ -- --- --1:=:::--- ----=:1:=------ -- _--=-~----.----+------r--+-- -- --~---+ -- -
~ =:::::::-_-~:::--=~-:- J==---:--~= _ _ -=1==: u ,--:---=--..--= ~ - -~- --=- _~_=_:=:=:~-=-~=---= _ = -=-- -==- -===::'==:-:- - =-i--===== ----'=~--=-= ~::~- ~F =:::'=:-::J:=:-= -.--=: ~ -=-:--=-== - -=-=:':= :~==~~-:-c:-~~~- -:g:::~1r -~-=- -= ::=--=: -.::- ~+=_~~=::=]=::c--..~-=
_. ~~ _ _ _____~------ ------l------f-.---------- ______ ______ --------\-------- ----------3:----- ----+-.------~-----~~--=+==-~-- ---- ---- --"--- ------...:1= -----*"------ -------~------- -------f------- --..-- ---- -- ::=j:
:---.::-= _==-= =-----~_ --=-_ ---==--- _~i--------='=--=-=-- i----- -- --=----"=_=_ ::=-=-c:c;- =-"= :== =- -= =-=-=----::t::-=------=- -'- =-~ -::r---=::-.:=-:: -::: -==- ~--===+===--:-- - ~==--=-=- =::==-= =-+-'- =--= =0-=-=-- -"-- --~-=:---=-=--f-:=- c-,-:_
___ _ _ __ _ ___ ...._ _ ____._ _--1-_ _ _ ___I--. ___ __I--. _ _____ _ _ _ _ __ .t____ ..__ _... _ ______ __ _ __ _ _---+____ --- -- -- -- - - -..,--- -- - -..-.-.---- --- -- --.. ---- --..- - -1---- - - ---"-r--- - -- - -.- -- - ---t- - ----.. ----r- - ---i----.....--- -- -- -- -..- ----- -- - ----- - +...--------------
27
24
21
18
15
12
SCALE: 1" - 30' H
1 n - 3' V
30
27
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(FRAME & SOLID LID NEENAH NO.
R-1974-A (ROUND) OR APPROVED
EQUAL, w/CLEAR OPENING EQUAL
-I 6" I- TO PIPE I.D.
^
:.. .: .\.. ~ '.~.
ti.'~::- .:.j';
PVC PIPE --c- t:t: ~ .~:.~ ~
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Sidewalk
WIdth In Feet
Utn.
Sidewalk StrlD
Width In Feet WIdth
VarI..
___ Curb T)1)e D Or Curb Ie Gutter
~ T)1)e F (Curb Ie Gutter T)1)e F
Shown).
Sidewalk
WIdth Varlu
-
Ramp Curb--.", 1St! ....-RampCurb
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Curb T)1)e D Or CurV ~
Ie Gutter Type F (Curb
Ie Gutter Type F if 12'" Croawalk
Shown) 12- Croawalk Line (T)1).)
~ (6' Min.)
Drop Curb
;~
(For Pa)ment See
General Note 6)
PLAN VIEW
n)
CI) d ,.
::IE / /iv.
Sidewalk j ".....J.
Width Minus 0.5'
Curb T)'pe D Or Curb Ie Gutter
T)1)e F (Curb Ie Gutter T)'pe F
Shown).
~.
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I. 24' I
BLACK LEGEND ON
YELlOW BACKGROUND
(W11A-2) (W11A-2P)
3' I
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6'
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12'" 9.'oa~k
Line (Tw.)
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Croaswalk
(6' Min.)
Croawalk
(6' Min.)
PLAN VIEW
PLAN VIEW
"PEDESTRIAN
CROSSING" SIGN
/
/
/
N.T.S.
I .---
/
~
,I
/
-j
~
j
450 PVC BENDS
PICTORIAL VIEW
PICTORIAL VIEW
FOR TRANSVERSE PEDESTRIAN TRAFFIC SEE SHEET 1 OF 2
PICTORIAL VIEW
RAMPS FOR
TRAFFIC
....,,;~:.::-.. .
PEDESTRIAN
LINEAR
GENERAL NOTES
CONCRETE
ENCASEMENT 6"
MIN. ALL ROUND
", '- ::".~.. .
. :..' : ~":. .Ia. ',III '.
. <i;.:.'~:/; :::;-
r1 :'\.~
K-T-varl~
~ Ramp
1. Curb cut ramp.' are to be constructed on all curbed tac.ltles,
but only at thoae locations where a marked croawalk adjoin. a
sidewalk; the crouwalk and sidewalk each can be etther existing
to remain or new markings and construction.
2. Romp. locations are to be coordinated wIth and In conformance
with crolSwolk marking detan. a. shown In the plan.. RAMP WITH INTEGRAL CAST CURB
3. If a curb ramp Is located where pedestrians mu.t walk OCI'Oll
the ramp, then It shall have flared sides; the maximum lIope of
the flore shall be 12: 1. See sheet 1 of 2.
Curb ramps with returned curb. may be uled where pedntrtan.
would not normaHy walk acrOlS the ramp.
SPEED
LIMIT
/
/
,--
f2"
25
MOUNT
SIGN
HERE
-IT
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I
f-_l
R2-1
24"x30"
I
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"U"-CHANNEL POST ---.......
(2 LBS.lFT.) .....
SPEED LIMIT SIGN
N.T.S.
-z
o _
;.:.~
SLOPE TOP
OF CONCRETE
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I. 1'-6" ~ I t
GROUND SURFACE
, 0
30" x 30"
R1-1
PC CONCRETE
(HIGH INTENSITY GRADE)
STOP SIGN
NOTE:
AITSiGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES"
LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE wm;
MANUFACTURER'S INSTRUCTIONS.
N.T.S.
STANDARD SIGN BASE
N.T.S.
""
DO NOT
(
)
R5-1
EN TER
-----
N.T.S.
UNDERDRAIN CLEANOUT DETAIL
DO NOT ENTER SIGN
NOTE:
1. ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY
CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1). DATED OCT. 1996,
AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL CONNECT
ACCESSIBLE BUILDING OR FACILITY ENTRANCES AND WITH ALL ACCESSIBLE
SPACES ABD ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS
ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS
WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE
LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS
AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA
STATUTES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB
RAMPS SHALL NOT EXCEED 12:1 SLOPES PARKING SPACE AND AISLE
SHALL NOT EXCEED 50:1 CROSS-SLOPE. (TLO 11-26-96) 12-11-96
NOTE: (HANDICAP SIGN ONLY)
1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD
2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE)
BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER
4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER
5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE.
6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE A MINIMUM OF 7'-0"
CLEARANCE TO FINISH GRADE
Note: A portion of one or both ramps may
extend outside the return.
\
w ~-:\
~ ~
\Jry
I "(MIN.) I
c~ -<r c~
~
~
4. Ramps sh:11 have a toct'e lUrlace, textured to a depth not
exceedlnW by use of a tamp or rotler fabricated with an
Imprinting surface of .eIther 1 mesh 0.250 wire cloth (plain weave,
conventional crlmp),1i 16 expanded metal (standard) or 3 lb.
expanded metal grating.
r1/~
-r.:- Vorles
1 ___ Ramp
this Portion Of
Ramp Must Fall
WIthin Crouwalk
Limits
I
-
~
3
m
~
t
IiJ
)
'"
( 2' <>~"
IiJ
...J Not Leu Than 4'-eJ
/!!
~
5. Ramps to be constructed at all IDcatlon. shown In the plans
even when sidewalk Is not constructed concurrently.
RAMP WITH SEPARATELY CAST CURB
RAMP CURB OPTIONS
~
r 4 .
I
I
YT~
6. Rampe to be paid for as fallows:
Drop curb to be paId for under-the contract unit price for the
parent curb, Ie, Conc. Curb (Twe ), LF. or Conc. Curb and Gutter
(T)1)L ), LF. (On existing facUlties removal of curb or curb and
gutter to be Included In the coat of curb or curb and gutter.).
Ramp to be paid for under the contract unit price for
Concrete Sidewalk..( ). SY. (On existing facUlties removal
of sidewalk to be Included In the coet of concrete sidewalk.).
Ramp curbs are to be Included In the coat for ramp.: pay quantity
shall be lldewalk area only.
Not Lea Than 2' F
Height Curb Between Ramp
~
I
I
T
,-19-
INTERMEDIA TE RAMPS
[
II
DIAGONAL RAMPS
~_m_~
-,,--
6" WHITE TRAFFIC STRIPING 2'-0" O.C. -.J
(TYP.) OR COLOR AS SPECIFIED BY
LOCAL CODES (THERMO)
NOTE:
PARKING STALLS SHALL BE MARKED WITH WHITE
& BLUE PAINT PER FLORIDA ACCESSIBILITY CODE
SECTION 4.6.1.
'0
w 0 W +0+ 10- I b
5' 0' 5.8' 5.8' 5.0'.
6' 0' 6.8' 6.8' 6.0'..
7' O' 7.8' 7.3' 6.5'..
8' 0' 8.8' 7.3' 6.5'..
5' 2.0' 7.8' 7.8' 5.0'
5' 2.5' 8.3' 8.1' 4.8'
5' 3.0' 8.8' 8.3' 4.4'
5' 3.5' 9.3' 8.4' 4.1'
5' 4.0' 9.8' 8.6' 3.8'
5' 4.5' 10.3' 8.7' 3.4'
5' 5.0' 10.8' 8.9' 3.1'
~
~~
Diagonal Ramps .........~ ~
. ~~ /'
<'0 .,~ ~
/:Io.~.~'1'6 ((\..
All Ramrs Exc t ~t "F1 A.
Dtagona Ramps ~ ' ~~ --;:4,g
.r --..,~ ~00t!J
8 4'Ot. . ~ '"
'-../ 6. tt.r,. "
~ ~O~
PICTORIAL VIEW ~--..;;
.t.
C)
'" 1$ ~
~
~~
b-x-(~ 10")
b-Dlalance trom front edge of sidewalk to back point of 12: 1 "ope.
.Back of sldewatk drop required for all .ldewatk "opel.
.tBock of aldewalk drop required for sidewalk lIopes 0.04 and part 0.02.
t
I' 6'-0- Curb Tranlltton '1.3'-0. DrOP Cu" 6'-0" Curb Transition 'I / Top Of Curb Face
Back Of S1dewa"",,- ~ __ '" ~
I I ~-
Gutt....../'
SECTION AA
W
Sidewalk (5' Std.}
a b I
Utility Strip -I
. ~ 0.02lMIn.) 0.01 ~MIn.)
,8- 0.08 Max.) _ 0.04 Max.)
Drop Curb (Curb Ie Gut~~ 0.04. Norm.) ,0.02 Norm.) ~
Type F Shown) - .=:- \ J · ~
r . ........12: 1 Max. ...
I. x
<> Not I... than 2' of full height curb adjocent to diagonal ramp
and within crosswalk limIts
&I CroISwalk widths and conftguatlon vary: must conform to
Trafftc Design Standorda.
SECTION BB
INTRABLOCK RAMPS AND DIMENSIONAL FEATURES FOR RAMPS TRANSVERSE TO SIDEWALKS
CURB CUT RAMPS - PHYSICALLY HANDICAPPED
PER FDOT INDEX 304
N.T.S.
12"
~
1. SEE SITE PLAN FOR TOTAL LAYOUT
2. THESE DETAILS ARE FOR REFERENCE
AND DIMENSION CONTROL ONLY
3. ALL DIMENSIONS ARE TO G.. OF STRIPE
UNLESS OTHERWISE INDICATED
.
Co
...
PARKING BY
DISABLED
PERMIT
ONLY
-.
12 (lYP.)
I $ 250 FINE ] Ie
SIGNS USED AS PER FLORIDA STATUTES
FTP25PERFS316.1955, FS 316.1956 AND
THE CITY OF WINTER SPRING POLICE
DEPARTMENT.
NOTES:
-.x-
1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD
2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE)
BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER
4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING
GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER
5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE.
6. INSTALLATION HEIGHT OF FINE SIGN SHALL HAVE A MINIMUM OF 7'-0"
CLEARANCE TO FINISH GRADE
FTP-25 & R7-8A
SIGNS (TYP.) SEE
j PLANS FOR LOCATION
L.WHITE THERMOPLASTIC HANDICAP
PAVEMENT SYMBOL PER F.D.O.T.
INDEX NO. 17346 (TYP.)
HANDICAPPED SIGN DETAIL
N.T.S.
~ THERMOPLASTIC PAINT
~ 6"_
i/- ~~\C~)
, I
I
2.S'R*'
~
'"oJ
q
6.5'
LOCATE AT EDGE OF PARKING SPACE
N.T.S.
N.T.S.
HANDICAP STALL STRIPING DETAILS
ACCESSIBLE
PARKING SYMBOL
pJ,(.p~
DAVID R. WEAVER, P.E.
38867 /
II/~'/~ l'
N.T.S.
~
CIO
~
..... ~
~ E ~
-e ~Q1
.a ~~'i-
... l:S' I:t Ol
'fi ~ II) ~i
~ ;:...~s!
.Q " ~ ~
,,~;z:: ~to:
~~t~~,,~~
"~i~~;:oij
'~;:l e ~...~'"
;:,s l:S;:t Q o.o~;l
~ Q,p..;P/) <;J ;: ~ ~
-_ "2~
~l~
~'i~
II ~~f
. a,!:
a~
I)) S!
8 -J
~ V ~
Cf) e::: """ w
I- <(~Cl
Z ::>-Jz
e::: w
1Il (!)
W
I.L. ci
1B z
ctI .Q
Cl ~
Q)
ca
()
C/)
v
o
o
.. N
~@
"0
~ ~ ~ ~ ~
e::: e::: e::: e::: e
00000..
0..
<(
Cf)
I-
Z
W
~
~ Q Q Q
t) t:: ~ ~
i: ..... 10 C")
,,, 0 0 0
...... w w w
e::: ~ ~ ~
~ 000
w Cf) Cf) Cf) c:
> I- I- I- .Q
z Z Z en
e::: W W W 'S;
o ~ ~ ~ Q)
w~~~e:::
t)DDD
zt)t)t)
~ i: i: i:
!z t) t) t)
w e::: e::: e:::
o W w w
W Q.. Q.. Q..
1-<(000
"www
...... Cf) Cf) Cf)
9 > > >
w w w w
e::: e::: e::: e:::
~~~~~
~~~~o
0) ..... co v
~<a~<a<a~
.m Q Q ~ ~
ctI - -
Cl N N N N
Q) Z ~ ~
E
ctI I Z e::: e:::
Z J Z 0 Cl
~
"0 >-
Q) .Q
b c:
.- 0) ~
> .- ~
.- en _
tS Q) ~
<( 0 0
~
....
~
~
s
~
lit
N
.~
'5
;It
~
'ts-
>- ~
~.Q a
i ~ t
-u e u
Q) 0..
.r:: 0..
t) <(
en
..J
~
W
C
..J
~
W
Z
W
C)
w
Z<(
Oc
~-
enD::
~O
D::..J
<(LL
0.. ..
...en
<C~
en-
C)D::
zo..
_en
CD::
Zw
<(~
..JZ
~~
...
o
ill
or:.
en
Epoxy-Sand Grou
Each SIdA- -........
~
C)
8).~
c:::> (
c:::> (
c:::>
c:::>
r-------J
.....N
TOP VIEW
I
~
,
~-' ~co~f
~ ~'d:~_ \
PLi \\\~~ ~ - '7
-,...... AnCh~
~~.
Grout
Gromm \...-
SEcnON NN
GROUTING DETAILS
SEcnON EE
CAST IRON COVER
~-
-
Epoxy-Sand Gr " \t.
Gromm F~l(--jl
r---"\( ~
.~
........
~
~ , \P~~~
7G~." ....--;:::-- \~t-i6 x31 xi
': ~~~~~
PLI~~~ ~
\--- Anch
I
SECTION UM
GROUTING DEl AILS
-
Epoxy-Sand Grou
Each Sld.-..........
SECTION EE
TOP VIEW
STEEL COVER
~___J
_r~
iV ~9
L3121 ~
(~chCX- A
(See DetaR) _
4' -ot o. to o. Of Fram.
3'-11- o. to o. Of Cover
i.t
it
4' -ot o. to o. Of From.
3'-11- o. to o. Of Cover
,
~
,
~
:
PLi
I~\r
~
'--e-- .
L 4131 ~ - ...-Cover/ 1'1
iV -. /
- I
__ ----------------------t---~
It\ ) 1 ~6 x3i x,J fl
AnchO~
(Se. DetaO)
I ./."~ W-
=1
-
-
HALF SECTION DD
HALF SECTION DO
in
....
I~
3'-4"
-I
II
CX)
GENERAL NOTES
{!.
10"
tt)
~....
(I)
~.c
-
. Co
~~
s"
=-
II 2t
10
I
~
2' -0"
2t
1. These Inl.ts ar. aultobl. for blc)d. and pedeatrlan oreoa and or. to b. uaed In ditch...
medians and oth... areas aub ject to Infrequent traffic loadlnga but ore not to be placed
In oreoa aubject to any heavy wheel looda.
2. Inl.ta -..b)eet to minimal debrla ahould b. conatructed without a10tL Wh.... debrla la a
problem Inl.t. should b. constructed with slota. Slotted Inl.t. located within roadway
clear zon.. and In oreas occeuIbI. to pedeatrlons aholl how traveraobl. slota. Th. .. ~
tra....-.obl. slot modification Is not adaptabl. to Inlet T)'1)8 H. Slota may be constructed (5 ~
~~or~~~~an~ N
.-0
3. Steel grat.. or. to be uaed on 011 Inl.ta wh.... blc)'CI. traffic Is anticipated. Steel grot.. ~ 0
or. to be uaed on all Inl.ta with troYeraobl. slota. E1th...coet Iron or at... grat.. moy b. :::E
uaed on Inl.ts without slot. wh.... blc)'CI. traffic Is not CIl"Itlclp~ed. E1ther coat Iron or . ~...:
ateel grot.. moy b. uaed on all Inl.ta with non-troYeraabIe slota. Subject to the Hlactlon ~ " .6
described obow, when Alternot. 0 grat. Is apeclfled In the pion.. .lther the steel grot., ~ ::E.E ~
hot dipped galvanized ofter fobrlcatlon, or the cost Iron grote moy b. uaed, unl... the 'i:.. Q) ~
pions stlpulat. the portlcular t)1).. ~ ~ ~ ~
4. Recommended maximum pip. slz.. ahown ore for concr.t. pipe. Pipe siz.. lorger than \;
those recommended must b. checked for fit.
5. All expoeed comers CIl"Id edg" of concr.t. or. to be chomtered
8. Pavement to b. uaed on Inl.t. without slots and Inl.ts with non-traversabl. slots only
when called for In the plans; but required on all troveraobl. slot In!eta. Cost to b.
Induded In contract unit price for Inl.ta. Quantities ahown are for Informotlon only.
..
..
&
....
I
;"
~
.
CD
8"
....::.....
PLAN
7. TroverDi. slota constructed In exlatlng lnI.ts aholl be paid for ~ Inl.ta portlol.
ond ahall Include the coat for slot opening.. paving and any required replacement grat...
II
CX)
8. Sodding to be uaed on 011 Inlets not located In poved oreas CIl"Id paid for und... contract
unit price for SoddIng SY.
9. For aupplementory cletaU. ... Index No. 201.
SECTION
TYPE C
Chain connection. To Gr~ 'Ii- Chain tJi. Cold Shuts.
t-- See Table For Lengths. When
Grate(s) I Chaining Two Grates Together
........... Provide Adequate Loop For
II Z Easy Handling.
Jam Nut, Nut And Wast1!1r t-;- - Cold . Shut
On Straight BoI~ It)
-(( ')-' - i\ x 1" 010. J-Type Or Threaded
U Straight E)'e Bolt
! ( '-cold Shut
j-\: -Half To Two-Thirds Wall Thickness
Note: When Altemate G grate Is sp.ecifled, the chain, bol~ nuts,
washer and cold stiuts shall be galvanized In accoraance
with the specifications for the grate.
Cost of e)'e bolt and chain to be included In the contract unit
price for Inlets.
Recommended Maximum Pipe Size:
2'-0" Wall-1S" Pipe
3'-1" Wall-24" Pipe
~~
U 1 11:'\'
~~
~& ~
~,~ ~~~u u
SECTION GG
3'-11-
,....H ~.1 txi.3-
c::> c::> c::> c:::> c::> c::> c::> c::> T ~=--,-
c::> c::> c::> c:::> c::> c::> c::> c::> :U. ~ ~ i
· t c::> c::> c::> c::> c::> c::> c::> c::> 3 "J'.l ~
"a" .. c::> c::> c::> c::> c::> c::> c::> c::>.. T ~ ~
~ . ~ c::> c::> c::> c::> c::> c::> ~ I -;r ~:a F=
c::> c::> c::> c::> c::> c::> c::> c::>~ ~ ~:I ~I fd
c::> c:::> c:::> c::> c:::> c:::> c:::> c:::> ...1.. :JI:I~ en
c::> c::> c::> c::> c::> c::> c::> c::> ~T!J -y
~H
TOP VIEW
lk
~
~ /1
ft2~
SECTION xx
3'-11-
~~
~~--
T
tn~
o
H~
Jfi
.tJt
.1
~ -L.J.....
q~ ~l
I
v-,
====,=--==--==================
1: '= Non-Skid Floor Plat~.
I =---===--=======..==========
~ X X
l ;=====-~t;;lckhal~-===-= J
=--======================
TOP VIEW V~
"'" i 12 -..... i
-1Cr
-
o
.
..
R
~ ~Anchor
'(
4t)
-
TOP VIEW
FRAME
ANCHOR DETAIL
LIJ
4d
Type C 3'-1"
Type 0 4'-1"
Type E 4' -e"
.
c:i
c.S
J
Type C 2'-0"
Type D 3'-1"
Type E 3'-0"
8- ..
.=-.!!
c
1:
,g
'0
m
f
:J
..
u
8" ~
~m
.J
:c
8"
~
-
8"
..:=-
8"
~
-
-
-
3' -e"
Unless Otherwise
Shown On Plans
e'-o-
Unless Otherwise
Shown On Plans
8"
.=-
8"
~
NOTE: Alt. B Structure Bottom Only. See Index No. 200
STRUCTURE BOTTOM FOR INLETS TYPE C, D & E
I' 2' -a:-: I
~ ~=.
~ ~i
...,
... ...
TYPEC
Straight Ben 2"f
Reticulin. Ben II x i'
Bonda 1i'x t
Approx. WeIght 100 LbL
Index
Numbel
~~~
EYE BOLT AND CHAIN REQUIREMENTS
Inlet E~ Llngth HCI'Icllng .. R...u
Type Botte Of ataln . .
C 1 2'-8" :)1108 << :>pIn
DITCH BOTTOM INLET TOPS TYPE C
PER FOOT INDEX 232
N.T.8.
2'-0- I 1'-6- Irlot
No. 5 Bors I I
o 5- Ctra. 2ii 6- I CS- I 6- I No. 4 Top Bors J
(Provide HorIz. T ~ No. 4 Bottom Bo
Hook On Throa~\ CS- 6- 6- Slop. To "atch Adjacent gurb With 2- Top Radius
End Of.Top Bor,,_ And f' Bottom Chomfer1&- Rodlus
. j" - ~::i..- 0 --il-ll' I ~:. ~o;::'
~" A~\~~~I- Itn--C-In.
,a~.....:::=ii- ~ -
~ 8i {:J 0 - 1-.
~ No. 4 Bors .I
o 6- Ctrs. ...
c -4 Comer FRiel (See Not. cs.) 1
, IJ
.JJ. ia Chomfer
s- 'No. 4 Dlag. Bors 3'-6-
.
,...
'i
Co)
i i
8li ~I
II 1'81
<' -' 115 Do
~ i .~!
15 .c Ii it
61'"" \--
Ii \
~O 6- Ctrs. Horlz.
6- '-No. 4 0 8" Ctrs. Vert.
Inlet Box Or R__
-
(Steel Cover Shown)
SECTION AA
-
1'-6-
/
~~_I:
"" ~~ ~
=:=:;~ ~.
~J '\1~
~
Intermedlat.
(Diaeontlnued When
Space Between Adjacent
Longitudinal CIoaer
Than 8" Cent....)
SECl10N PP
l'
1'-6-
'-
I
...
. \~ I~~
1h~: Gutt;, ~~ ~
Or ~ ;:;iiJ 100:" ,...
-'--
SECl10N QQ
CURB INLET TOPS TYPE 5 & 6
PER FOOT INDEX 211
N.T.S.
FRI.t Each Bock Comer
Required When Round
Bottom Or Riser U
r ~ 0 6- o.c_..- P
IS 0 5- o.C. b--::
6--; _
_"T -I 1....- ,-
l{-j i I I
~
I I ~_I-_
\~.: : ~ I
f"r'1:
r6- Or 9-
B T
Lzi ~l
~ I -~-I
----=- !!J!!Ioo=E::J
lUQ
3- 16-1
~
Lp
rllnl.t
(Inl.t Top T)1). 6
Symm.trlcol About 0
I
Ir-A
GENERAL NOlES
1. Th. finished grade ond slope of the Inl.t tops ore to conform with the finished cross
slope and grod. of the proposed sldewolk ond/or porkwoy.
2. When Inl.ts or. to b. constructed on 0 curve, r.fer to the pions to determine the rodius
ond, where neceseory, modify the Inl.t details occordlngly. Bend steel when necessory.
3. All r.lnforclng steel sholl havt,J' minimum cover unless otherwls. shown. Inl.t tops sholl
be .Ith.r cost-in-plac. or precast concrete.
4. Precostlng of this Inl.t top will b. permitted. Pr.cast units sholl conform to the dimensions
shown or In accordanc. with approved shop drawings. Request for shop drowlng approval
shall be directed to the Stat. Drainage Engineer.
5. Concr.t. meeting the requirements of A.S. T.... C 478 (4,000 P.S.I.) may b. used In lieu
of Qoes... concr.te for precast units, mCll"lufoctured In plants which are under the Standard
Op.r~lng Procedures for the inspectIon of precost drolnage products.
6. Th. comer fDlets shown for rectangular throats or. neceaaory only when throats ore to b.
used In con)mctlon with circular Inlet bottoms or when used on sk.w with rectangular
Inl.t box...
7. For Inl.t bottoms see Index No. 200.
8. These Inl.t tops ar. designed for use with standard curb and gutter T)1). E and T)1). F.
Lacot. outside of pedeatrlCll"l croaawolk where practlcol.
9. See Index 201 for supplemental detaUs.
10. All steel used for from. and cover sholl meet the requirements of ASTM A-36.
11. Either caat Iron covers or steel covers moy b. used. Iron covers sholl be Closs No. 30
coatlnga In accordanc. with ASlM A-48.
12. When Alternot. -0- Cover Is apeclflecl In plans elth.r the coat Iron cover
and galvanized steel frame or the the galvanized .teel cover and from. must
be used. Covers ar. to b. grouted In occordonce with the grouting detoll
shown on sheet 2 of 2, In lieu of tack w.ldlng.
13. Inl.t to b. palcl for under the contract unit prlc. for Inl.ts (Curb)...(T)'p. ),
Each.
b
I
N
B
\.J
\:
~llnlet
5'-0-
6-
--A
3'-S- 6- 3-
,..:..
10'-6-
TOP VIEW
Limits Of Inl.t
To B. Paid For
As Curb Ie Gutte
F.L. Of Gutter-. 'It-J
~ \ b
, ... I
t...t
.
3'-0-
Gutter Transltlor1
~-o-
r-I
I
To B. PolcI For
Aa Curb Ie Gutter
10-
~
W
I
I
I
.
I
I
I
2'-6-
3'-0-
Gutter Transition
SECTION BB
(Curb Inl.t Top Type 6 Symm.trical With L.ft Half)
INLET TYPE 5
~
-=~
:J.J
~:
~,
"
"
"
"
,'.....
"~
,/
,/
~
1'-3- 9- ~I
~NO. 4 Top Bors
N.. 5 Bin ~N" 4 Bollom Ban
o 5- Ctrs.-+-. I
{ ~. ~~
I 8t I tn __
C-
~~ --.
~/ -~
,/~ :/"1/
}</
:/
.
-L
TOP MODIACA TION FOR TYPE E CURB
SKETCHS SHOWING FRAME SEAT AND THROAT RECESS
GENERAL CURBING NOTES
1. F~r ~urb, gutter, curb and gutter and traffic separators provide
i - -1 contraction joints at 10' centers (max.). Contraction joints
adjacent to concrete pavement. on tangents and flat curves are to
match the pavement joints, with intermediate joints not to exceed
10' centers.
2. Ends of Curbs Types Band 0 shall transition from full to zero
heights in 3 feet.
NOTES (TOPS)
1. Manhole top Type 7 slabs shall be of Class tvtv concrete.
Concrete as specified In AS,.... C-478 may be used for
pr~ast units; see General Note No.3.
2. Manhole top Type 7 slabs may be of cast-in-place or
precast construction. The optional key is for precast tops
and In lieu of dowels. Frame and slab openings are to
be omitted when top Is used over a ).Inctlon box. Frames
can be a~).Isted with from one to six courses of brick.
3. Manhole top Type 8 may be of cast-In-place or precast
concrete construction or brick construction. For concrete
conitructlon, the concrete and steel reinforcement shall
be the same as the supporting wall unll An eccentric
cone may be used.
4. "anhole tops shall be secured to structure. by opt\onal
construction joints as shown on Sheet 3 of e.
1'-~~=~
,-
t Per Fl. -_
l~)
~ A
,.,- Grout
V
Note: Grout to consist of 3: 1 Sand-Cement Mixture or any Class Concrete.
FOR ALl. S1IIJClURES lII.ESS EXCLIJIlEI) BY SPEaN.. DETAI.
DRAINAGE STRUCTURE INVERT
~.'I/ ~\~
~J 'II ~I \\
~ ... 2'-8" Max. ,~
r
3'-6" Or 4' Cia. ~
'lOt.-
~iiE
~...
Tongue & Groove
,~J'. ~':':rTO Match
2' Min.
2'-8" Max. ~
Tongue & Groove
Joint 10 Match
Riser
Riser
IT
3'-6" Or 4' Dla. ~
Riser ...
PRECAST CONCENTRIC CONE
PRECAST ECCENTRIC CONE
Concrete Or
8" Brick. See
Note 3.
Elr' ,\-
\.. 2'Dia_ ~'?
9."0<4.... ~'~
BRICK OR CONCRElE
TYPE 8
MANHOLES
MANHOLE AND INVERT DETAILS
PER FOOT INDEX 201
,.- A ~ 45' R Or As Shown On Plans
~ -t:::LC r t Exp. Joint
. .
.....
-A
. ""'-C
-B
Valley Gutter Curb And Gutter
PLAN
1'-10" l' 2"
t - -I
~~~[
3'-0" .1
I-
~Ir
I..
SECTION AA
1'-2"
-~
~y~
VALLEY GUTTER DETAILS
PER FOOT INDEX 201
N.T.8.
N.T.S.
.
o
.I
.-
e"
I
~Yi
,(/ -r- 7i' Std.
y. --.L 6" Min.
l..1-I. J
~ '2'-0" _
16" Same Slope As
Q" 7" Adjacent Pavement
Joint .....1
....... /' Seal ~h3.
I~L'/
\i~/ r~- IV ~
rR/ jl . Cone. Pay't.
~ l Exp. Joint And
Preformed Joint Filler
For details depicting usage adjacent
to flexible pavement. see diagram right.
TYPE A
1'-e-
.
U)
*Note: When used on high side of roadways, the cross slope of the
gutter shall matCh the cross slope of the adjacent pavement
the thickness of the lip shall be 6", unless of her wise shown
on plans.
TYPEF
Note: For use adjacent to concrete or flexible pavement, concrete shown.
Expansion joint, preformed joint filler and joint seal are required
on concrete pavement only, see diagram.
CONCRETE CURB
e"
..=-..j
Surface On Low Side Of Pavement 6.
To Be t Above Lip Of Gutter Except Applies to both high and low
FC-2 To Be ,. Above Lip. Surface On sides of pavement. low side sho,",
High Side To Be Flush With Gutte
Vy
,
~U) '::..i::. '.~:f: i::.4.~ 1-50: Mai x.
......:.... ..... ,"'.'~ I Mn.
Max. ~ I
0- Min. ~ . Varies a
Note: See general note No. 1
~ Slope Varies
/A//////
~ ~.Xlbl. PQvt.
~~
CONTRACTION JOINT IN CURBCURB AND GUTTER AND TYPE A CURB
OR CURB AND GUTTER ADJACENT TO FLEXIBLE PAVEMENT
CURB AND CURB & GUTTER DETAILS
PER FOOT INDEX 300
-
N.T.S.
PVC HUB ___~
BAND___..O
RUBBER BOOT ~
~ ~
o 0
@ @
'I{f f{ ~ -;
\ \\ \ \ \ A\ U ~
1/
/1 . . .,. . ,
P':.~.'_~. .-...r1-" ~
, .... ,.;..'-.' .t.:.l.-
. .' -.. - ,- ... . .. .- ,. ',., .... ,\.
. ..~
STORM SEWER
MAIN
NOTE:
EXERCISE CARE WHEN DRILLING INTO MAIN, SO
THAT PIPE IS NOT CRACKED OR FRACTURED.
INSERTA TEE DETAIL
~~p~
DAVID R. WEAVER, P.E.
38867 J
(11/).. , 10 f
N.T.S.
~
~
ow f::
~ E ~
~ ~Q1
~ ~~'i'
.... l::t. 1lI Ch
~ ~ fIl ~li
~ ~...~s!
~ 1~~ftS
~gj~~ ~CQ~
~ti~g. =0'-1
.L fi i r{ ~ .... ~ J!
=.! l::t := Q bo~;1
~~...;JtI)U =~::8
ft').
~ti:ij
1- ~ l~
!!!Iii ~l i
.-, : i~
I!liIiI j
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3' 4" 3-
- - 54
5f -~ ~ 2'-0" _I ~ !!....
r Grate-'" 0-' ,~
h 2" CI. J \... Eye Bolt
-r..:::-. 1 See Index 201
t ~! ~
~-- ~ ~#4 Bars 0
12- Ctrs.
e" 1'-e" 1'-10"
~f~~~ y ~
8"
-=-- 5' -0.
SECTION BB
2" R~10' r-21
~ ~[i ~~~
~ 3'-e" al
SECTION CC
VALLEY GUTTER
FOOT INDEX NO, 300
.
..ss.
ssssssss
ssssacacacac
(\DiL~ls; )
~bacacacd~
"""_Y
....-:=:-....
~ft~
(is_SB
~.t
"""-~
RECLAIMED WATER
SEWER
POTABLE WATER
I ~
TO BE DETERMINED
LI I~~
1
TO BE DETERtotlNED
L, L~
1
TO BE DETERMINED
TYPICAL VALV[ BOX COV[R DnAILS
EXTENSION STEM WITH
2" SQ. WRENCH NUT
AND UPPER GUIDE
REQUIRED FOR WORE
THAN 4' DEPTH
BOX SHALL NOT
REST ON VALVE
OR PIPE
VALVE (TYPE
AS SPECIFIED)
SET TOP OF VALVE BOX
TO FINISHED GRADE
/
I
--I
. I ~ 1S"x1S"x4" CONCRETE
"" ~R WITH 14 REBAR
ir---I ADJUSTABLE "
VALVE BOX 36
J r'\'~ (CAST IRON)
~~S,tt~NICAL JOINT
.WUL VALVE
MIN.
14 THHN SOLID COPPER
TRACER WIRE
1 II _iii
,.j-
I
q
"
h
-
TYPICAL VALV[ AND VALV[ BOX DnAIL
-
~1IT!j
If~1
~
VALVE, VALVE BOX AND COVER
N.T.S.
6" STANDARD HYDRANT
r WITH 51/4' OPENING
~' CAP CHAINS
BREAKABLE
BARREL COUPLING"""::::; ONE PUMPER OUTLET NOZZEL
OR FLANGE ~ ~ ON STREET SIDE
FINISHED PROVIDE CONCRETE COLLAR
GRADE =;!l ~AVED AND UNPAVED AREAS
"'.~'ol.- :.:~
~ ~ 18"X1S'X4" CONCRETE
COLLAR WITH #4 REBAR
21/2" HOSE
NOZZLES
t-
J:
C>
Z w
:ii J:
~ i
t
DRAIN VALVE
SHALL BE PLUGGED . ~ = iiiI
--...... <
'L m I
"'"!'-!:'
~
:r
-==
6" MECHANICAL JOINT
GATE VALVE
~
CAST IRON BOX
3'-0" MIN
COVER
\ 111 0
LLOCKING 6' HYDRANT ~ 1 ---.
ADAPTER AND HYDRANT
TEE, OR 3/4" TIE
RODS (MIN 2 PER
CONNECTION PIECE)
III
6" CONNECTING PIECE
-.J
NOT[S:
1. THE HYDRANTS ACCEPTABLE TO THE
CITY OF WINTER SPRINGS SHALL
BE EITHER THE CLOW 1142 MEDALION
AMERICAN DARLING B84B, OR THE
MUELLER A-423.
2. THE BARREL SHALL BE PAINTED YELLOW
AND TOP WHITE
3. GRIP RING OR MEGA LUG RESTRAINTS MAY
USED IN PLACE OF ALL THREAD RODS
~~~~
(f · ~)1
.~
FIRE HYDRANT ASSEMBLY
N.T.S.
2" DOUBLE CHECK VALVE ASSY.
,.-11
iii
\
-~ -
II .--. II
t
a
2" WATER METER
..0... ~
~
12" MINIMUtot
2" GALVANIZED
PIPE
I
:.:.:.:.:.:-:.:.:.:-:.:.:.: .:.:.:.:-:.:.:.:.:.:.:.:.
........................... .........................
....rI'.f'........................""......Av.:'.....................................:."1................
I ...................~jG(~~~....~~
..........~........................"'" ............. ...........................
-
2" CORP.
STOPS
\
\
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\
1. l\ 14 THHN SOLID COPPER
I \ TRACER WIRE
"-
-
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,
2" CORP.
STOPS
a
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~ISTING W~ -:- ,.,N
-
NEW WATER MAIN EXTENSION
~~IIT!j~
(~ · ~)1
.~
TEMPORARY BYPASS
N.T.S.
DUCTILE IRON POTABLE WATER MAIN
NTS TYPICAL METAL ~
2.5" - 4" PIPE -, 3. TA~E IS CENTERED ALONG, :OP , HALF, OF PI~~, , ~
POTABLE WATER MAIN POTABLE WArtR totAIN ~ 1
~
, ,
~
, , "
,
,
, ,
, " ,
, ,
6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIP~ ..n
tJJ - 11I1.. JllfJAW - 11I1_ JllfJAW - 11I1_ JIIf~ " ;rd
V~ ' " " ,,', , ",~
~ POTAILI WATD _ POTAILI WATD _ POTAILI WATD _, ~
20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE
WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. ~ A'7JO.
_ 11I1.. JllfJAW _ 11I1_ JllfJAW '\. " _ m_ JllfJAW V@
POTAILI WATD _ POTAILI WATD _ '\.. .... POTAaC WATD _ ~
POTAaC WATD _ POTAaC WATD _ 'POTAaC WAlO _ 1:*j
~
~~..~.-
~ . ':li.~v.... '.
::;;i~.'::: i~.'.,;~~,,:~... ,..~~~ ;~-;'"f~~.~';,"':r;';,,; <~." P.;:..:~..;~~~~.~. :.!,,,: ~..:-:s-; :~~.~;.-;~:~~::;.....:~:~~.,<
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,."':,'.
..... ..... !o. !'o.. .. '.' ......... ...'
NOTE:
~~Iiiii~
(~ · ~)1
.~
Standard Non-Detectable Warning Tape
Water Une Tape I. 3" Wide and Blue WIth Black lettering
Sewer Line Tape Is 3" WIde and Green With Black Lettering
Force MaIn Tape Is 3" Wide and Brown WIth Black LetterIng
PIPE IDENTIFICATION
AND WARNING TAPE
N.T.S.
MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS
PROPOSED
UnLllY
POTABLE WATER
RECLAIMED WATER*
SANITARY SEWER
FORCE MAIN
SANITARY SEWER
GRAVllY MAIN
STORM SEWER
POTABLE
WATER
3'
12"
HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL
12"
RECLAIMED
WATER
3'
12"
SANITARY SEWER
FORCE MAIN
12"
3'
12"
6'
SANITARY SEWER
GRAVITY MAIN
6" ABOVE
12" BELOW
3'
12"
6' **
1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS
AS DESCRIBED IN F.D.E.P. RULES PER THE FLORIDA ADMINISTRATION
CODE (F .A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY
BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR
PROPOSED UTILITY LINES.
*2. FOR THE PURPOSE OF THIS TABLE RECLAIMED WATER SHALL MEAN
UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY
F.A.C. 62-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED
RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL
APPLY.
3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE
OF PIPE.
.*4. THE MINIMUM HORIZONTAL SEPARATION BETWEEN POTABLE WATER
AND GRAVITY SANITARY SEWER MAY BE REDUCED TO 3 FEET IF THE
BOTTOM OF THE WATER MAIN IS LOCATED AT LEAST 6 INCHES ABOVE
THE TOP OF THE GRAVITY SEWER.
5. AT UTILITY CROSSINGS ONE FULL LENGTH OF WATER MAIN SHALL BE
CENTERED ABOVE OR BELOW THE OTHER UTILITY PIPELINE MAXIMIZING
THE SEPARATION OF PIPELINE JOINTS. ALTERNATIVELY, WATER MAIN
JOINTS MUST BE:
A. AT LEAST 3' FROM ALL JOINTS IN VACUUM SANITARY SEWERS,
B. AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE SANITARY
SEWERS. WASTEWATER FORCE MAINS, AND ALL OTHER TYPES OF
RECLAIMED WATER.
6'
6' **
6- ABOVE
12" BELOW
6"
3'
3'
12"
12"
3'
6. NO WATER PIPE SHALL PASS THROUGH OR BE CONSTRUCTED
TOUCHING ANY PART OF A SANITARY OR STORM WATER MANHOLE
OR STRUCTURE.
7. ACCEPTABLE VARIANCES:
A. WHERE A WATER MAIN IS BEING LAID LESS THAN THE REQUIRED
MINIMUM HORIZONTAL DISTANCE AND/OR WHERE A WATER MAIN
CROSSING HAS LESS THAN THE MINIMUM REQUIRED DISTANCE
BETWEEN JOINTS:
1. USE OF PRESSURE RATED PIPE CONFORMING TO
AWWA STANDARDS, FOR A GRAVITY OR VACUUM
TYPE PIPE LINE.
2. USE OF WELDED, FUSED OR OTHERWISE RESTRAINED
JOINTS FOR EITHER PIPE.
3. USE OF WATERTIGHT CASING PIPE OR CONCRETE
ENCASEMENT AT LEAST 4" THICK FOR EITHER PIPE.
B. WHERE A WATER MAIN IS BEING LAID LESS THAN 3 FEET HORIZON-
TALLY FROM ANOTHER PIPE LINE AND/OR WHERE A WATER MAIN
IS BEING LAID WITH LESS THAN THE REQUIRED MINIMUM VERTICAL
SEPARATION:
1. USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT
STRENGTH (AT LEAST EQUAL TO 0.25" THICK D.I.P.),
OR CONCRETE ENCASEMENT AT LEAST 4" THICK FOR
THE WATER MAIN AND THE OTHER PIPELINE IF THE
OTHER PIPE LINE CONVEYS WASTEWATER OR
RECLAIMED WATER.
FDEP MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS
W.s. DElAL ....... If Dr
~~~~
Ii · ~ )1
.~~
:.--
~MT~
(f~l
TRANSITE COLLAR
ENCASED IN NON-
SHRINK GROUT
FLUSH WITH
~ANHOLE WALL
PRECAST
- ~~ANHOLE
~ WALL
MANHOLE .\.' pvc 1
INVERT g,~ 0
I . . "2J-0J
~~~ ~~:..~..~~~;~~..~.~~~;~~..:.~~:~~~.~~:.j
... .
MANHOLE WALL
IIUN
'.'._~ rTEE
1/2 PIPE DIA- ____ ~~ ......J.b.
BRICK Ie _ 1 ,
MOTOR .,. ....>>
DAM t ..... .' ~ ..
INLET CONNECTION~ ~.:.~: :..'-
AS REQUIRED ..... .~-:: - '.
totANHOLE INVERT ~ r ~.:::;:.,.
. ,... ..~.~:~...'f-
Jf\-;.*".\~..:-=.\....-;...-i-:.'!.,j.(.~:......~
"~"........ -.'" ....1;;~.......f!)'\.,....-'._~~ ..~~.
I
INFLUENT
SEWER
CONCRETE ENCASEtotENT
OF VERTICAL PIPE
-DROP PIPE
90' BEND
SHELF TO BE INTEGRAL
WITH PRE-CAST BASE
DROP CONN[CTION
NOTES:
1. PENETRATION TO EXISTING
lotANHOlES SHALL BE CORE
BORED
2. OUTSIDE DROP CONNECTION
SHALL BE REQUIRED WHENEVER
AN INFLUENT SEWER IS LOCATED
TWO FEET OR MORE ABOVE THE
MAIN INVERT CHANNEL
PRECAST MANHOLE WALL "\ ~_
STAINLESS STEEL BOUND-..... . .?~:
""t.
FILL WITH GROUT .~:
I J-PVC OR
totANHOLE INVERT DIP
...:.-'.............~. ...... .i~;::;"''- RESILIENT
~.~,~..~.:.~~..~.:./~...~-,:;.....:.',~... CONNECTOR
......t.."" ~...~. ....:r'. ~.."...
STAINLESS STELL
PIPE CLAMP
TYPICAl CQNN[CTION
TYPICAL MANHOLE CONNECTIONS
N.T.S.
W.S. Detail 6-9-00
[
IT
:Z
2
POTABLE WATER lotAlN
t.
..,~
~2
RECLAIMED WATER MAIN
-t
z
2
in
--L
t-
o Z
11)-
_ ,2
I SEWER (GRAVITY OR FORCE totAIN)
A MINIMUM HORIZONTAL SEPARATION OF 5' (CENTER
TO CENTER) OR 3' (OUTSIDE TO OUTSIDE). SHALL BE
MAINTAINED BETWEEN RECLAltotED WATER liNES AND
EITHER POTABLE WATER totAINS OR SEWER COLLECTION
UNES.
[
POTABLE WATER MAIN
IT
:Z
2
"0
11
[ SEWER (GRAVITY OR FORCE MAIN)
A MINIMUtot HORIZONTAL SEPARATION OF 10' (OUTSIDE
TO OUTSIDE). SHALL BE lotAlNTAINED BETWEEN SEWER
COLLECTION UNES AND POTABLE WATER totAINS.
MINUMUM HORIZONTAL SEPARATION
REQUIREMENTS FOR POTABLE,
RECLAIMED, AND SEWER LINES
N.T.S.
METER BOX TO BE
SUPPLIED BY CITY
WIRE
SPLICE
"'rc
TER MAIN
l' SINGLE
SERVICE LINE
-
/"
~
~
~ 1" CORPORATION
I~ STOP
14 GAUGE ___ ~
THNN WIRE
1'-0"
t.IN
. I
~ R.O.W. OR BACK
OF SIDEWALK
NOn:S:
1. METER BOX INSTALLED
BY THE CITY OF WINTER SPRINGS
2. METER PURCHASED FROM AND INSTALLED
BY THE CITY OF WINTER SPRINGS
-
~1IT!j
(~I
~
.fWj
MAINTAIN l' MIN
DEPTH OF COVER
SIDEWALK
EDGE OF PAVEMENT ~
4 1'-0"
~FCURB . -,wJIN I
;j '."-~ ~ 3
:::::::=rf::..,...l=-~I ..,.- 0 W -
l ...., 5'....
1" SINGLE ~
SERVICE LINE ~ ~ ~ --
CORPORATION ~~ r
STOP ........... /,b.....
~ ff 1"CURBSTOP
~ ,. FORD COMPRESION BY FEMALE
45" WITH LOCKING WING
MAf
~
METER BOX TO BE
SUPPLIED BY CITY
PROFILE:
POTABLE WATER
SINGLE SERVICE CONNECTION
N.T.S.
4
d
~ SANITARY "
~~
..........
~~
~ NOTES:
1. ARTERIAL ROADWAYS-
Db!~ USF RING AND COVER SERIES 170-BJ.
HEAVY DUTY LOAD RATING. COVER
WEIGHT 2171. TOTAL WEIGHT 3721.
2. RESIDENTIAL ROADWAYS-
~USF RING AND COVER SERIES 170-J.
'1 HEAVY DUTY lOAD RATING. COVER
~ ~ 'I WEIGHT 1501. TOTAL WEIGHT 3051.
RAISED 1 1/2" LETTERS
-" FLUSH WITH TOP OF COVER
LABELED SANITARY OR
STORM AS APPUCABLE
-
~~
1/4"
MANHOLE: COV[R TYP[ BJ
L~
MANHOLE: ~OV[R TYP[ J
.
2 1/....
~
1/4"
.
~
1-
-,
ft4 1/2"
-..0 1/4
USF 170 MANHOLE: RING
(f~l
~
MANHOLE FRAME & COVER
"DOWNSTREAM"
LOT UNE
N.T.S.
AS REQUIRED 8J
E,::,
"y" BRANCH WITH SPURy ·
30- CURVE~
I A n I) C~
~ Z
:2 2
in" .., _~
-_ (0)1 1
~ <;:/
S"X 4' DOUBLE WYE WITH 6"
CLEAN OUT INSTALLED TO 3'
ABOVE GROUND SURFACE
.eL6H
SEWER MAIN~
SIZE VARIES t::: =
:J
-
Clean Out Is to I.-.J ! 3' MIN.
be placed at ,
ground level after
TV InspectIon Ie
acceptance by the -
utility department.
~'--
"'-
NOT[:
SERVICE CONNECTION DETAILS
SHOWN IS FOR A DOUBLE PVC
SERVICE A SINGLE WYE WOULD
BE USED FOR A SINGLE SERVICE
-
~IIT.~
(q~
GROUND LEVEL
6" MINIMUM
SEWER MAIN
SIZE VARIES
~
~ 11
PROFILE:
SEWER LATERAL DETAIL
TRACING WIR[ G[N[RAL NOT[S:
1. PIPE LINE TRACING WIRE IS TO BE
INSTALLED ON ALL POTABLE WATER
RECLAIMED WATER AND SEWER
FORCE MAINS.
2. SYSTEMS-TRACING WIRE SHALL ALLOW
TRACABILlTY OF ALL PIPE BRANCHES
INCLUDING THOSE FOR HYDRANTS.
TRACING WIRE SHALL BE INSTALLED
OVER THE ENTIRE LENGTH OF THE MAIN
AND SECURED TO THE totAIN EVERY
5 FEET WITH ADHESIVE TAPE. WIRE
SHALL EXTEND A MINltotUM OF 12" ABOVE
GRADE AT EACH INTERVAL AND SHALL
BE COILED AND PLACED IN A VALVE BOX
FOR EASY ACCESSIBILITY.
3. ON DEAD END totAINS THE TRACING WIRE
SHALL BE PLACED IN A PROPERLY IDENT-
IFIED PVC VALVE BOX AT THE END OF
THE RUN.
TAPE
N.T.S.
-
~
~
..... -
\ .. THHN SOUD COPPE'
TRACING WIRE CONNECTION
-
~~IIT.~~
f · ~ )11
.~~
N.T.S.
W.S. Detail 6-9-00
1-22-01
~TAPE
/ ~
f) ..u~ tY--..
DAVID R. WEAVER, P.E.
38867 I I
///;'116/
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LOT 195
-----
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(ORB 35~PG 1998)
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RECORDED 8/1911999
ZONED: PUD
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W BOUND LANE 434
STATE ROAD NO. 434
124'R!W
CONTROLS
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS
THE FIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS, THE
EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS
SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS
FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED,
DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL
EVENT ANDIOR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY
THE OWNER, THEIR REPRESENTATIVES, OR THE APPLICABLE JURISDICTIONAL
AUTHORITIES. THESE ADDITIONAL MEASURES (IF NEEDED) SHALL BE INSTALLED AT
NO ADDITIONAL COST TO THE OWNER. IT NOTED THAT THE MEASURES IDENTIFIED
ON SHOULD BE THIS PLAN ARE ONLY SUGGESTED BEST MANAGEMENT PRACTICES
(BMPS). THE CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION
CONTROL MEASURES AS SPECIFIED IN FOOT INDEXES #100 THROUGH #102 AND AS
NECESSARY FOR EACH SPECIFIC APPLICATION. IT IS THE CONTRACTOR'S ULTIMATE
RESPONSIBILITY TO ASSURE THAT THE STORMWATER DISCHARGE FROM THE SITE
DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY TO THE APPLICABLE
JURISDICTIONAL AUTHORITIES.
A. EROSION AND SEDIMENT CONTROLS
GENERAL EROSION CONTROL
A. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE
UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION
CONTROL BMPS SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF-SITE
SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND
PLAN SPECIFIC, THEY SHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY.
B. EXCAVATED MATERIAL WILL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE
WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF, STOCKPILED MATERIAL
SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES.
C. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT
CONTROL ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.
CLEARED SITE DEVELOPMENT AREAS WHICH WILL REMAIN AT ROUGH GRADE FOR 14
DAYS OR MORE SHOULD BE STABILIZED IMMEDIATELY BY COVERING WITH ADEQUATE
AMOUNTS OF HAY, OVER SEEDED AND PERIODICALLY WATERED SUFFICIENT TO
STABILIZE THE TEMPORARY GROUNDCOVER, OR BY THE USE OF AN APPROPRIATE
ALTERNATIVE BMP.
D. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1V SHALL BE SODDED
IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED,
E. WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE
GROUND FROM ENTERING A LAKE OR SWALE, A TEMPORARY SEDIMENT SUMP SHALL
BE CONSTRUCTED. THE TEMPORARY SEDIMENT SUMP SHALL REMAIN IN PLACE UNTIL
VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP.
F. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS,
DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER
FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED
AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL
MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE
MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED.
PROTECTION OF SURFACE WATERS
A. WHERE PRACTICAL, STORM WATER SHALL BE CONVEYED BY SWALES. SWALES
SHALL BE CONSTRUCTED AS SHOWN ON PLANS.
B. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF
SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE
THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE
EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING:
i. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL
UPSTREAM LOCATION.
ii. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BE
PROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED
IMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION.
iii. PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITE
STABILIZATION HAS BEEN ESTABLISHED
C. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL
BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE
DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT
SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS
AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN
SPILLS OF OIL, GREASE,LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTORS
SHALL HAVE AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP
SPILLS IMMEDIATELY AFTER ANY OCCURRENCE.
CONTRACTOR SHALL CONTACT
SUNSHINE STATE ONE-CALL Of
fLORIDA, INC. 0 1-800-432-4770
fOR LOCATION Of P ARTlCIP A TlNG
. UTILITIES, AT LEAST 72 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE fOR
CONTACTING ALL NON-PARTICIPATING
UTILITIES INDIVIDUALLY.
CONTROL OF WIND EROSION
A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS
NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY BE
NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT
BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO
LEAVE THE SITE UNDER CONSTRUCTION.
B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL
BE VEGETATED,
C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING
AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION ANDIOR
TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH
CONTROL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST
CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE DETAIL FOR A SILT FENCE EXCEPT. THE MINIMUM HEIGHT
SHALL BE 4 FEET.
IN ADDITION TO THOSE RESPONSIBILITIES OUTLINED WITHIN THE CONSTRUCTION
PLANS AND DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
FOLLOWING MEASURES:
A. PROJECT SCHEDULE WITH EROSION AND SEDIMENT CONTROL INSTALLATION
AND MAINTENANCE TIED TO SPECIFIC DATES OR CONSTRUCTION ACTIVITIES.
B. ALTERATIONS TO THE DESIGN EROSION AND SEDIMENT CONTROLS DUE TO
DIFFERENCES BETWEEN THE DESIGN PLANS AND ANTICIPATED CONSTRUCTION
PHASING AND THE CONTRACTOR'S CONSTRUCTION METHODS,
C. NAME AND PHONE NUMBER OF CONTRACTOR'S REPRESENTATIVE RESPONSIBLE
FOR EROSION AND SEDIMENT CONTROL INSTALLATION AND MAINTENANCE ON A 24
HOUR BASIS.
D. THE CONTRACTOR WILL FURNISH, INSTALL, MAINTAIN AND SUBSEQUENTLY
REMOVE, ALL NECESSARY EROSION CONTROL THE CONTRACTOR WILL FURNISH
AND INSTALL ALL NECESSARY PERMANENT EROSION CONTROLS.
E. THE DEVELOPMENT OF THE APPLICABLE BMP'S TO ENSURE THE CONTROL OF
OFF-SITE TRACKING ISPILLAGE, SANITARY WASTE, FERTILIZERS & PESTICIDES,
SOLID WASTE DISPOSAL, AND NON-STORMWATER DISCHARGES & HAZARDOUS
WASTE. WHEN THE CONTRACTOR ENCOUNTERS A SPILL, CONSTRUCTION WILL
STOP AND WORK WILL NOT RESUME UNTIL DIRECTED BY THE PROJECT ENGINEER.
DISPOSITION OF HAZARDOUS WASTE WILL BE MADE IN ACCORDANCE WITH ANY
REQUIREMENTS AND REGULATIONS OF ANY LOCAL, STATE, OR FEDERAL AGENCY
HAVING JURISDICTION.
THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE
EROSION, SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE
DESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANY
ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY
ADJACENT LOWLAND PARCEL OR RECEIVING WATER.
B. STORM WATER MANAGEMENT
THE STORM WATER RUNOFF FROM THE PROJECT AREA WILL BE COLLECTED IN A
SYSTEM OF INLETS, FLUMES AND CONVEYED TO A DRY STORM WATER
RETENTION POND FOR TREATMENT PRIOR TO DISCHARGING OFF-SITE.
C. APPROVED STATE AND LOCAL PLANS OR PERMITS
THE FOLLOWING PERMITS HAVE BEEN ISSUED FOR THE CONSTRUCTION OF THE STORM
WATER FACILITIES FOR THIS PROJECT.
SJRWMD PERMIT #
MAINTENANCE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL
POLLUTION PREVENTION CONTROLS. DAILY REVIEW SHALL BE MADE BY THE CONTRACTOR
TO DETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS OF
EROSION, SEDIMENTATION, TURBIDITY, AND POLLUTION CONTROL MEASURES.
CORRECTIVE ACTION SHALL BE PERFORMED IMMEDIATELY. THE CONTRACTOR WILL
COMPLETE A REPORT DETAILING MEASURES THAT ARE NOT ACHIEVING PERMIT
COMPLIANCE AND THE CORRECTIVE ACTION THAT IS TAKEN. UNLESS OTHERWISE
SPECIFIED, ACCUMULATED SEDIMENTS SHOULD BE REMOVED
BEFORE THEY REACH ONE-HALF OF THE CAPACITY OF THE
CONTROL DEVICE,
INSPECTION
THE CONTRACTOR IS REQUIRED TO INSPECT AND MAINTAIN CONTROLS WEEKLY AND
WITHIN 24 HOURS AFTER A RAINSTORM IN EXCESS OF 0.25 INCHES. THE CONTRACTOR
SHALL REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONS TAKEN AS A RESULT OF
THE INSPECTION. INSPECTION REPORTS SHALL BE SIGNED BY THE INSPECTOR AND
CONTRACTOR AND MAINTAINED FOR FUTURE REFERENCE AS NEEDED.
THE INSPECTOR MUST BE A QUALIFIED EROSION AND SEDIMENT
CONTROL INSPECTOR AS DEFINED BY THE FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION.
REFERENCES
THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR THE PARKSTONE TOWNHOMES
CPH JOB # L 1214 AS PREPARED BY CPH ENGINEERS, INC. ON FEBRUARY, 2004 ARE HEREBY
REFERENCED AND MADE A PART OF THIS PLAN.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILE "NOTICE OF INTENT (NOI) FOR
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY
UNDER A NPDES GENERAL PERMIT" (EPA FORM 4510-9 OR LATEST VERSION) TO
EPA AND "NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWA TER
DISCHARGE FROM CONSTRUCTION ACTIVITIES" (DEP FORM 62-621.300(4)(B) OR
LATEST VERSION) TO FDEP TO THE FOLLOWING ADDRESSES:
A. STORM WATER NOTICE OF INTENT (4203M) USEPA 1200 PENNSYLVANIA
AVENUE NW WASHINGTON, D.C. 20460
B. NPDES STORMWATER NOTICES CENTER, MS #2510 FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION 2600 BLAIR STONE ROAD TALLAHASSEE,
FLORIDA 32399-2400
PROPOSED LEGEND
--
PROPOSED FLOW DIRECTION
--0
PROPOSED TYPE III SILT FENCE, SEE EROSION
AND SEDIMENTATION CONTROL PLAN.
c
-0
PROPOSED TURBIDITY BARRIER
PER FOOT INDEX NO. 103
o
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PROPOSED STORM SEWER CURB INLET
PROPOSED STORM SEWER MANHOLE
PROPOSED STORM SEWER INLET PROTECTION
,
/
PROPOSED STORM SEWER CURB INLET PROTECTION
- ..-
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AVID R. WEAVER, P.E.
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2. EXCAVATE A 4"X4" TRENCH
UPSLOPE ALONG THE LINE
OF STAKES
~ --
-- -
....... ...--
~ ~ -::=-
.:-- -----. ~ ), ~/?
- ::;:::,r-~
"..-- ..........-~ 4"
,...- --: 4"
"',;tr .,
1. SET THE STAKES
FLOW
~
FLOW
~
~ ....-
~;x ~" .,'
~ ,....
. .
~
~ ~
IE~
21 ~o".
~ ~ ~~
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~ ~ fl)i~
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- ~
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m __ ~'MAX'
-- Jll>- ..::;::
...-:: /') / ;;--
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,...- --: ~x ,,..
.r FILTER FABRIC
FILTER FABRIC '"' 4O~ogogogo~ogogogogogogogogo~o~ r- CONCRETE BLOCKS N ...l-. CONCRETE BLOCKS
JiP~ooooooooooo~o~o~ooooooooo~o~o~ ~ ~
000 " og 0 RUNOFF" og -.. FILTERED
000 .'.......-.::..J; .... ". .' '"J"~ I()ooo z 000""'" WAT""R
000 ..-. . ". '",::' ....;;. ..... ..' 000 w 0000 I ~I
!!! :.:." ". ~....... ...." :. ..' ..: IolUo l:l L-.- 0 0 ~::"" INLE~
O=ioOo ~':~':'~~"'~' ~ 0000 SEDIMENT FILTER " ~,,:'
000 - : ..,: 0000 'I
000 ," 0000 L.'_
000 I" 't. ~ '. -: 0000 -,
000 000000
ogo ~ . ogog SECTION
000 : :.-' .. 0000
gg: : ....;.:: I .~ ....:; gogo
ggg ~::.~ ." . "." ...... ..~. .;:.::: gggg 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF
gog ~.'.: 1.; :,-" ;'. .,;:.:::: :.: :..~.-: gggg INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING.
ogg" . . .., . . ggg~ 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4-INCH 8-INCH OR 12" BLOCKS
oooooo~ oooooo~o~oooooooooooooog~~ij MIN. HEIGHT OF BARRIER 12" AND MAX. HEIGHT OF 24'" .
o~~~~~o~o~o~~o~o~o~o~o~o~~~~ .
\-- 3. PLACE FILTER FABRIC OVER VERTICAL FACE OF CONCRETE BLOCKS.
GRATED INLET "- SEDIMENT FILTER 4. THE SEDIMENT FILTER SHALL BE ANY NON-ERODIBLE MATERIAL SUCH AS LOOSE
H W
f"52.0
2.0 2.0
2.5 2.5
3.0 2.5
3.5 3.0
4.0 3.0
4.5 4.0
5.0 4.5
--r :
1.0' I
J:ORIGINAL
GROUND
ELEVATION
..,
~
~EDIMENT'LADEN FLOW
RUNOFF r- DEPTH BELOW TOP OF INLET:
AS REQ'D. \ MIN. 1'.MAX.. 2'
~
~" ....:..r- ~ -.;. \ ~ .-.~
~ ..)[.j.,.....7..:1 :~'." ;--.: ~i\:i:' ....::.f-::~~.. ~
'" J. J. W II ill III II' \'(J.~ ~.
:.~. WEEP HOlES : ~ LARGER PARTICLES
STORM WATER WITH ~.,. FOR DEWATERING ':. SETTLE OUT
.. . .'
LARGE PARTICLES . "i .-
REMOVED '.-. .~ '.
'.~-: . .~\
!~ ~.~.
kN. ,u'
~~ 2:1 H
~ In..
r
\ LRIPRAP I
lFILTER FABRIC
GRAVEL.... . ORIGINAL
GROUND
ELEVATION
2:1
67 CU. YDJACRE
I 10' A.Av WOVEN WIRE FENCE (MIN. 14.1/2 GAUGE,
'V'~. C-c L MAX.. 6" MESH SPACING)
~ I 1~~
'~r--r--___ ~ /C,"
~====~~==->- ::=~,
---- -- - ~
___. r--_. r--__
-- ---- - '--
_._ r---_.__ r---_r-t----__
~ '1/"n - r--- -- r--- r-- t-- __
COMPACTED......../. '/A -__I-- --r- I-- --I---
BACKFILL j~ '!.I'~ 7Jp,. r-- _ _ t--____
IJ ~ ~ ,,~ rJ 'J J, r-I--t-- __I-- r- t--- -....:
l~ _~ JI~ V. 'I. rg(. 'lJJ)'nc-.c-. --f--.>-
v ~ u(M iff~~ 1" ilr
f\..O~ -
.....1.-- ~ _____
FLO
\ 67 CU. YD./ACRE t .MAX.4: u /
\. (EXCAVATED) ~ I Y
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
_t~~
_:::..---::~ .-
-4" ~~. ~"
4.... ,...- --: 4' ,
~~
;---.
~~
,...- --: ,v
SECTION A-A
I 54" MIN. FENCE POSTS,
,- DRIVEN MIN. 1Z'INTO
GROUND.
~
** GRAVEL SHALL BE 2"-3" CLEAN STONE
IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
~
~
LENGTH (IN FEET) EQUAL
'/ 6 X DRAINAGE AREA
IN AC.)
RIPRAP-
--
~
.YC ~
~
lUl.J...~
J.;1'"
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5 %)
2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT
RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE
STRUCTURE.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
3' MAX.
D
~ B~. ~:'AOW
POINT 'A' SHALL BE
HIGHER THAN POINT 'B'
FILTER FABRIC
OVER WIRE FENCE
if;;:
-~.~
?~~~
~~,~\~
- TER FABRIC
( ~~~
( ~
I J
(
>EXCAVATED~
AREA ~ A
~
DIVERSION DIKE
.~ '.
.: :-
.~
BLOCK AND AGGREGATE INLET SEDIMENT FILTER
-~
~f;.
~
DRAIN INLET -
~
~
-~ ~
~ ~~ ~
~ GRAVEL~ ~ ~
~~~~:-."
I ~.~~}
,,/ ~~\,\~
~ "
(..; ~':" ~
; ~';~
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS ARE
EXPECTED AND WHERE AN OVERFLOW
CAPABILITY AND EASE OF NAINTENANCE
ARE DESIRABLE.
~
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TEMPORARY EARTH BERMS
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DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
NOTE: INSTALL IN ACCORDANCE WITH SILT
FENCE DETAIL, EXCEPT AS NOTED ABOVE.
RIP RAP
IF DIRECTED
BY ENGINEER
DEWATERING
PUMP
* TEMPORARY EARTH
BERMS
ELEVATION
----
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~
OUTLET (PERSPECTIVE)
&:
f-- '- WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE,
I~ MAX.. 6" MESH SPACING) WITH FILTER CLOTH COVER
-
{){I\
f/~l\
SEDIMENT A TION/SIL T FENCE
WITHOUT WIRE SUPPORT
"0
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EXCAVATED INLET
SEDIMENT TRAP
TEMPORARY SEDIMENT TRAP
J
1..1,;
POSTS: STEEL EITHER T OR U TYPE OR 2''x2'' HARDWOOD
FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX.. MESH OPENING
FILTER FABRIC:
""-IIII1==lIIJ" .'.
~';-," ----
i,.___...
'.'
* APPLICABLE IF NO ACCEPTABLE LAKE
OR SUMP AREA IS AVAILABLE
N.T.S.
;:'-'-dlldIR:1I
."",,-,-,1,.,,,.
'",. "..:,..",1
N.T.S.
~ .
c.\i
N.T.S.
1. MlRAFI140N
2. DUPONT TYPAR 3341
3. OR APPROVED EQUAL.
20'.30'
(COMPACTED. FINISH GRADE
BACKFILL!
t ... FLOW
::1" io
300'(~IN.)
VEGET A ~ED AREA
I j ( - TEMPORARY EARlH BERMS
-==:.H J< V\ . L 7J
'illl~ABOVE)Y/ ~~""d".Ji.l;:;:~";t:;:;a;;';j.0::i~:''il.\.1~.;'_..-y / /1
..,.."i.!p='1!111 ;=911:" I / \
''''~III,.,.,lIc 'Irn::::-'H':ll''''~lilll''- .
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rTEMPORARY
SEDIMENT
SUMP
/""FRAME
~
~
o
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a
I 5'MIN. i
· (TYP ) ..
~2" X 4 WOOD FRAME
~1~. ~ Il~
18" I.............
MAX.. "11 .:...
;--~~
~4;2 ~~
\ BARE GROUND
. \ ~EET FLO~
Q Q
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EXTEND WIRE FENCE A v~ ~ c- .a-
MIN. OF 2" INTO TRENCH '~/ ~ r ~~ ~~ ~
EMBEDDED FILTER FABRIC ~ ~j~~~1 ~
MIN. 8" INTO GROUND ~
I SOD LIMITS
I
/' "'V
UNDISTURBED
GROUND
.....,'"
r6"
~
I
--
F~
-
DROP INLET_ ~
WITH GRATE -
* FABRIC UNDER GRATE -"
,/
PLACE THE END POST OF THE
SECOND FENCE INSIDE THE
END POST OF THE FIRST FENCE
"'V Y
~
- 3'MIN.
~~
v
'/
r-."
2" x 2" STAKE
v
LAKE
OR
SWALE
~II
I r 10
/
CROSS-SECTION
ROTATE BOTH POST AT LEAST
180 DEGREES IN A CLOCKWISE
DIRECTION TO CREATE A TIGHT
SEAL WITH THE FABRIC
MATERIAL
IV v_
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY
24" AT TOP AND MID SECTION.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
BY SIX INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL
SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO HALF THE HEIGHT OF THE SILT FENCE.
GATHER EXCESS
AT CORNERS
FABRIC~
300' (TYP) TiMPORARY
RECHARGE RETENTION AREA
~ ~~{.~.
DIRECTION OF RUNOFF WATERS
+
+
+
DRIVE BOTH POST ABOUT 10
INCHES INTO THE GROUND AND
BURY FLAP
....
FABmC EXTENOS l' MIN. 't i;
TEMPORARY SEDIMENT
SUMP
TYPICAL DEWATERING
DISCHARGE PLAN
N.T.S.
.
SEDIMENTATION/SIL T FENCE WI WIRE SUPPORT
SILT FENCE INLET PROTECTION
ATTACHING TWO SILT FENCES
N.T.S.
N.T.S.
N.T.S.
N.T.S.
( VINYL SHEATHED EAW STEEL CABLE
(9800 LBS. BREAKING STRENGTH) \l\ftTH
GALVANIZED CONNECTORS (TOOL FREE DISCONNEC1)
CLOSED CELL SOLID PLASTIC FOAM
FLOTATION (S" DIA. EQUIV.) (17 LBS.
PER FT. BUOYANC:. )
~~<a<a<a~
CLOSED CELL SOLID PLASTIC
FOAM FLOTATION (6" DIA.
EQUIV.) (12 LBS. PER FT.
BUOYANCY)
SLOTTED PVC CONNECTOR PIPE
(METAL COUAR REINFORCED)
fJQQQQ
Cl N N N N
~
...
~
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POST (OPTIONS: 2" X 4" OR
2t MIN. DIA. WOOD; STEEL
1.33 LBSIFT. MIN.)
r--A
r GRAVEL FILLED SANDBAGS
~ ARE STACKED TIGHTLY
~ I
~
~
6'MA)(.
I
V- ,-POL YPRO ROPE
(600 LB. BREAKING
STRENGTH)
r GALVANIZED CHAIN - ""\
10
r c::-.~ -' BACK OF CURB
'\
I
'/
'- 18 OZ. NYLON REINFORCED
PVC FABRIC (300 PSI
TES1) WITH LACING GROMMETS
18 OZ. NYLON REINFORCED
PVC FABRIC (300 PSI TESl)
)
/
GENERAL NOTES
Q) Z ~ ~
~ J: Z a:: a::
Z-:lzoo
('18 OZ. NYLON REINFORCED
PVC FABRIC (300 PSI TEST) ""'\ TE
.; lliCSTRESS PLA
" :.
,,(::I... .
oP
I
I
7
1. FLOATING TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE
CONTRACT UNIT PRICE FOR FLOATING TURBIDITY BARRIER, LF.
2. STAKED TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE CONTRACT
UNIT PRICE FOR STAKED TURBIDITY BARRIER, LF.
5
::t
0::
o
in Z
:E
~
1,"- GALVANIZED CHAIN
M
- CURB
INLET
.
I
..
-1
j~
"
SPIU.W~
----
r
::-1
I
-
TYPE -
TYPE --
~
'--
~
"0 >.
Q) ..c
~ 6, ~
ts .~ e
<( 0 0
~
~
,
~ CATCH BASIN
d'
~ _5' Std. (Single Panel For Depths 5' or Less).
~-5' Std. (Additional Panel For Depths 5'. >
CurtaIn To Reach Bottom Up To Depths Of 10 Feet.
Two(2) Panels To Be Used For Depths Greater Than
10 Feet Unless Special Depth Curtains Specifically Called
For In The Plans Or As Determined By The Engineer.
NOTICE: COMPONENTS OF TYPES - AND - MAY BE SIMILAR OR IDENTICAL
TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY
RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF
THE USER. SUBSTITUTIONS FOR TYPES - AND - SHALL BE AS
APPROVED BY THE ENGINEER.
..
o
I
STAKED TURBIDITY BARRIER
\
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\~\
~ \ ~Qp
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SHORE LINE ~
LIMITS OF CONST. .5J
-I-
FLOATING TURBIDITY BARRIERS
PLAN VIEW
PONDING
HEIGHT...........
..:.,.:..,,,,-~
'i.o':..~...~~t~. SPILLWAY
/""BACK OF CURB
~~IE~
r FlII"'!!1="
TI
TI
~
l-I'
, ~~
it ~Y~=1~~igToeOFS~
i===,J! (~~~~j ':-:~
~-~~~NE
\OfS ~
~ ~
,<:'lV'- .--J I 1':19\~
f. k · T · =NT
~
T
. .~. - :~ :'..A~'" ............
LIMITS OF CONST.
I
~ . __.....lo...~.::-:; ~
~.:-:-;.;:..\..,,:<:":~ ---.
.. . ......~. I
.
',J
~
~
I~
SHORE LINE
LEGEND
I I I I I I I
PILE LOCATIONS
DREDGE OR FILL AREA
MOORING BUOY W/ANCHOR
ANCHOR
BARRIER MOVEMENT DUE
TO CURRENT ACTION
-
NOTES:
1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH.
CURB INLET ~
TURBIDITY
BARRIER
~
2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES.
3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS.
.....
CATCH BASIN
...
NOTE:
SECTION A-A
4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS.
<::>
NOTES:
1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET
SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO
SEPARATE FROM RUNOFF
TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE
EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES
THAT \l\ftLL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER
QUALITY REQUIREMENTS. THE BARRIER TYPE(S) \l\ftLL BE AT THE
CONTRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS,
HOWEVER PAYMENT WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE
PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED TURBIDITY
BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN
VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
5. FOR ADDITIONAl INFORMATION SEE SECTION 104 OF THE STANDARD SPECIFICATIONS.
2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE
FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY
3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY
FOR OVERFLOW
4. INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY. SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY
r- STRUCTURE ALIGNMENT
- -,- .
CURB INLET PROTECTION DETAIL
TURBIDITY BARRIER APPLICATIONS
N.T.S.
~~
en
TURBIDITY BARRIER DETAILS
PER FDOT INDEX NO. 103
fU/(~___
"DAVID R. WEAVER, P.E.
38867 / I
///<.'/~ f
N.T.S.
I I \ \\! \\ \ \'. " !. ifJt., !.'
i . I"~ ,I i j \ .",' Io/ ,\ \j' '. \. i; .,'.; " , f..'
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i i! \\" ,\1\ '" ";21"1
i 1 ~I fi~ I ~ '-... ~ ~ ~ k-,I ~ ~ J- ~ ~,\\~~ JY:~\ \", \,\\\.\/Np?f/f/ /
I ~ tt: . . ~ _ '\,' "', "'j I I
i-- 1_('7 ..i~'""''''''''',';;;;;\'5-'~7l\ """-~~\\"':':::'~:~ :.......;X............ ~l\.,:\~r ..rlJ~ ~:Il "Kt~~"~' l~ ~~IU><J- \-~j,2G '~,2" J V'l~ U.l~ k&j~t>.t4~1.1~.~.L ...........\~.... ...1...... ....~:.......'\ '\1..,. \,. X/ 'leG '\:~,-"'" ~\:!t'.\,fb. ////
\I .L ~ '] "~ll ' ' '\ ~ .. -v IV [~ it ~ '-. .'- ~ l({ " .~ r'Y - 1" ~ MIA 'V iO IX..... ~ 'Y .' . / """, .,~.'( '~'. '':~ ~ -f~_-./' f i.I ..._
~ i ~ L"'~ ~ ~ ... ~. CJ!L~X<r.;...~~A J1r - 1 r I / ,;<'''',<,', '~'" ~',! j"-r-
I ~ ~'\.~~.:::::] }II '~ "/~f.~i '<,.>, , .........":..,,. I"~"::.:.~___ .~_._;.~..
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, Q .' ." ""',' .... ~"-' ':~"; ! !' <....-t\.
j i \ \" \ . . / ~ ' , " ,"-. i f.'r! f /! .
j " "\ \ / //.. .', VII., .', " "-~-i."vo /1 I \
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! ~ ~ =: "" I I, -... '\ I s ') "is f ~+2~~(^a ~'r ~ H 111 ~ SYM. QTY. BOTANICAL. NAME
'--' ~~------~--: ~,,-"" ~~m~' ',_ s ~,-~~~,~'^~~~-,-;:.~ -,:{,-;:~~:/:=.l~~~1 6 [~il :I(I~ 1\ \\1 I'~I TREES
~ - .~ -(
<> .' ....
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->~) I """ ""'" :)1 - I r., "'\) l~ \ \ \\ \ \\ I MG 56
I' rJ I,,~'" ~: : "': ~I I 1 I 1'""" 8 ~ ii/V \~ ~ ~ ~~ ::
~..'~~ ~ I ~~ CABANA -. ~ I?O 19 18 17 I 16 15 14 13 12 111 10 9 ,ill A}1 j \ \ Y. ' W-
.1 X'!o-.. ~ I y" : J !"" II'I ". . ~ I A 1 ) \} \i\ J L.I q5
"" .,r-.... r: I ~ ~ H::::: ' I I . 'f ~ ~ Ii ! \ \ ~
.... ",,-.,': I -'0 G i l~ I \ _ _ ,- ,- --' -- ,-, ::)' J f II ~ SImlRUBS AND GROUNDCOVER
'e>< ~ I ~~ POOl ~ ::, 1 ~ I I _ U U U 1 LJij R'CKCOWIdN 1~':AlENCE U '-, : ~ _0-, ---\' ,- ~- :~.:=' ':==1- 7C~~,L, II \\ ~
~\ " .........Afi...... ::~I... ... CC,;UC7,,"~.~:I{:I- (:)~~~,~(~:J~_-,~;~~~ -,:':;~ ~~;~G:2t~-==-,,,~'~-~:=rr;:;;(~~/(i, ~..-+ - \/', I:-_~_ _ 0: ~:2 ~~~:A~:~~O:~~~US 'MAKI'
.. -...... . . ,..........I 1'" ... . ..... n ....,.. '. ,- ..........., -- FOcM -- ----",~ ":1" 0 '/ i-'iJ'UE , . 1$8 0 VS 102 VIBURNUM SUSPENSUM
,,~, I I ~ ~ ""'..... t- .... - I -- - - - "" IV! - ~{ 1 loll 15'?!;?2"R( P' "'" AZ 43 R"ODODENDRON 'DUC DE R""'AN'
~ - . ~ j- ~- - \, "'''; AlES INV"22.28 ., "'\1 ,- 'f- - .....- .... . - "" t"I Vt"I
- / r I\'~I-,t~-~T' ~:--t1\-----/-7 ::' --" '--..~ 1/2"IRe 15'X22"f?cp / I I~ /) \ "''-~'-'-~ AN - ANNUAl.S
i7' \\' I ,/ /; \~ RI 3" Rf-IAP~IOL.EPIS INDICA
~' /, ~\ '. I 1 , I / A Ii \ WowN;<J l. VG ~~4 l.IRIOPE MUSCARI 'v ARI EGA T A'
~?\ "'",,~-,. _ -ET ' SR ~3~,--,____~~I~_,'-5'(,'iJNG"WAL;r--_~___,.__~~7'.:i:W'RC \ ~! 315 ~~I~':U~~~A'FIRE POI>lER'
P 1I1II1 U1111U11111111~:__~C___,=:::::::::=:~::-:-:::=~,IlllL-- - . ._.....__..=~_......,__"___'____~:;:;-"'~ Ir.ceee"j 't1 ILEX VOMITORIA
.., ~~".,_ , u,_ .~. "
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_-: I..... · \ I '~~IEL.D ADJUST L.ANDSCAPING IN T~ISI \ l\~
. V' ~REA TO PROVIDE 71 CL.E~R AROUNd \ l .
H /J FINAL. L.OCATION OF FIRE ~YDRANT, \ i ~
::::.~ '44 I i y
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II\ENLARGED LANDSCAPE PLAN
~ SCAL.E: 1'1.201
TREE NOTE:
SPECIES OF TREES PROPOSED TO BE INSTAL.L.ED IN FRONT YARDS OF UNITS MAY
BE C~ANGED If.,IITf-I APPROVAL. OF T~E CITY AND T~E ENGINEER.
BUBBL.ERS ~AL.L. BE INSTAL.L.ED AT AL.L. TREES ADJACENT TO RESIDENTIAL. UNITS
TO ~EL.P FACIL.ITATE DEEPER ROOT GROIf.,ITf-I. BUBBL.ERS SJ.4AL.L BE CONNECTED TO
RESIDENTIAL. UNIT IRRIGATION SYSTEM.
COMMON NAME
DESCRIPTION
QUERCUS VIRGINIANA L.IVE OAK
SABAL. PAL.METTO CABBAGE PAL.M
MAGNOL.IA GRANDIFL.ORA'L.ITTL.E GEMI L.ITTL.E GEM MAGNOL.IA
L.IGUSTRUM JAPONICUM TREE L.IGUSTRUM
Pf-IOENIX ROEBEL.ENII PYGMY DATE PAL.M
LAGERSTROEMIA INDICA CRAPE MYRTL.E
2~211 MIN. DB~, 1,1 MIN. ~T.
el MIN. O.~., UNL.ESS NOTED ON PLAN
2~2" MIN. DB~, 121 MIN. ~T.
1" AVG. CAL.., e' MIN. ~T., MUL. TI-STEM
15 GAL.. , 41 MIN. ~T., 3 STEMS
11' AVG. CAL.., el MIN. ~T., MUL. TI-STEM
BURFORD ~OL.L Y
PODOCARPUS
SANDANKIf.,IA VIBURNUM
AZAL.EA
SEASONAL. COL.OR
INDIAN I-4AIf.,IT~ORN
VARIEGATED L.IRIOPE
NANDINA
BL.UE PACIFIC JUNIPER
DIf.,IARF Y AUPON ~OL.L. Y
3 GAL.. , le" ~T. MIN., 2411 O.C.
3 GAL.., 3'" ~T. MIN., 24" O.C.
3 GAL.. , 24" ~T MIN., 30" O.C.
3 GAL.. , 12"-15" f-IT MIN., 24" O.C.
3 GAL.., 12"-15" ~T MIN., 24" O.C.
1 GAL.., FUL.L., 12" ~T., ,-e PPP, 24" O.C.
3 GAL.. , FUL.L., 24" O.C.
1 GAL.. , FUL.L., 24" O.C.
7 GAL.. , le" ~T. MATC~ ~EI~T OF
EXISTING f-IEDGrE, 24" O.C.
SOL.ID SOD, CONTRACTOR TO VERIFY QTY.
SOD/55
BY STENOTAPf-IRUM SECUNDATUM
CONTR.
ST. AUGUSTINE GRASS
NOTE:
IF SPECIFIED PLANTS ARE UNAVAIL.ABL.E AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPL.ACE SPECIFIED ~LA~TS/ / .-
""ITI-I PLANTS APPROVED 6Y LANDSCAPE ARCI-IITECT AND CITY STAFF'~~h/ ~ ~
SITE TO BE 1001 IRRIGATED. / ~ ., /t,--- C/)
AL.L. PL.ANTS TO BE FL.ORIDA NO. 1 OR BETTER. SEE DETAIL.S AND NOTES ~EET (L.-3).
/M~HAELJ,URCHUK,RLA
6666675
NOV 7 R
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r........................-.......
AUSTRIA
-@-
~
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---- -@
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TYPICAL. L.ANDSCAPING FOR
A FOUR UN(T BUILDING
TYtICAL. L.ANDSCA~~~G FOR
A ttlVE UNIT BUILDING
I i
BELIZE
CAPE VERDE
DENMARK
AUSTRIA
BELIZE
TOTAL PLANTS SJ.IO~N FOR & BUILDINGS
- 1" PR, 126 L. VG . 1" PM
BELIZE
REVERSED
CAPE VERDE
TOTAL PLANTS SI-IO~N FOR 1 BUILDING
- 2 PR, 1" L VG . 2 PM
ENLARGED LANDSCAPE PLAN - 4 UNIT t 5 UNIT BUILDINGS
SCAL.E: 1"-20'
-&-
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CAPE VERDE \ CAPE VERDE
BELIZE
AUSTRIA
TOTAL. PLANTS ~OWN FOR 10 BUIL.DINGS
- 40 PR, 240 L.Ve; . 30 PM
ENLARGED LANDSCAPE PLAN - ~ UNIT BUILDINGS
SCALE: 1" -20'
98
SCAL.E: 1"-20'
Q9
Q9
99
TYPICAL. LANDSCAPING FOR
A SEVEN UNIT BUILDF.NG
I I
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,
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104
TOTAL PLANJTS SI-I~N FOR
24 LVG . 3 fM
I
BUILDING -
""".nn'''I''~nn
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DEN MAR
BUILDINGS
6
4 UNIT BUILDINGS
5 UNIT BUILDINGS
" UNIT BUIL.DINGS
7 UNIT BUILDINGS
PLANT LEGEND
SYM. COMMON NAME
I\r\-!REES
~QV LIVE OAK
~ 0'SP CABBAGE PALM
~MG LITTLE GEM MAGNOLIA
t::::\ 0-' LJ TREE LIGUSTRUM
~PR PYGMY DATE PALM
~ LI CRAPE MYRTLE
~RUBS AND GROUNDCOVER
o PM
o vs
eJAZ
@ ICB
~RI
~LEG
1r'~~~~...rI ICB
PODOCARPUS
SANDANKWA VIBURNUM
AZALEA
DWARF BURFORD ..,OLL Y
INDIAN ..,AWT"'ORN
EVERGREEN GIANT
DWARF BURFORD ..,OLL Y
VARIEGATED LIRIOPE
NANDINA
BLUE PACIFIC JUNIPER
ST. AUGUSTINE GRASS
M~ EXISTING .lAl
--p ARF'US HI:DGrt! If
BE"'IND FENCE TYP.
I
ENLARGED LANDSCAPE PLAN
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LANDSCAPE NOTES:
I. The lCl'1dKC1p8 CDntrac:tor ehall be rapcll'Wlble fDr' all materlale CI'1d all work fa called fDr' en
the L.crv:IKC1p8 Plane CI'1d In the L.crv:IKClpe Specifications. In the ev<<1t of vcrlatlen between
CI'CI"ltltl- et-Dwn en plant lIet CI'1d the plcrw, the plcrw .t1all c:cnt.rol, The L.crv:IKC1p8
CDntrac:tor ehall verify all cp:ntltt.. a report any dlKr'epanct.. at the time of blddlncil.
2. The L.crv:IKC1p8 Contrac:tor ehall review c:rchltectural/englneerincil plane a become t~hly
fc:rnlllc:r with eurface CI'1d eubeurface utllltl...
3. Every poeelble eafe;ucrd ehall be taIc<<I to protec:t bulldlncil eurfacee, eq.Ilpment CI'1d
fumlehlnQ8. The L.crv:Iecape Contrac:tor ehall be reeponelble fDr' any dcmage Dr' Injury to
peI"'8On Dr' property which may OCCUI" ae a reeult of negligence In the executlen of the work.
4. The work ehall be coordinated with other tradee to prevent confllcte. Coordinate the plantincil
with t.he 1".IGatlen work to aeeure availability CI'1d proper locatlen of 1".IGatlen It<<ne CI'1d
plante.
6. All plantlncil ehall be perfOl"m8d by pel tw:Im81 fc:rnlllc:r with plantincil procedure a under the
eUpel"Ylelen of a qjlGlIfled plantincil forwnan.
,. All plant material ehall be graded F1Dr'lda No. I Dr' better ae outlined under Gradee CI'1d
standc:rde fDr' Nunery Plante, Peri I CI'1d II, publlehec:l by the F1Dr'lda Depc:rtment of
At,lculture CI'1d Coneumer 5ervlcee.
7. The L.crv:Iecape Architect Dr' OWner ehall have the rltaht, at any etage of the operatlone, to
reject. any CI'1d all work CI'1d materlale which, In hie opinion, do not meet. wlt.h the
reqll~ of t...... epeclflcatlone.
&. Except. ae otherwl.. epeelfled, the L.crv:Iec:ape CDntrac:tor'e work ehall CCll"lform to accepted
horticultural practlcee ae ueecl In the trade.
ell. The minimum acceptable elre of all plante, rnecI8UI"ed after prunlncil, with branc...... In normal
poeltlons, ehall conform to the meaeuremente epeclfled on t.he plant lIet Dr' ae indicated on
the ICl'1decape drawincil. ~Ight CI'1d epread dlmenelone ref.. to main body of the plant CI'1d
not extreme branch tip to tip. The caliper of tree trunlce Ie to be taken cne foot. above
the roU"lCl level.
10. Plante ehall be protected upon crrlval at the .Ite, by belncil thoroutahly watered CI'1d properly
maintained until planted.
II. All tree plte ehall be excavated to elre a depth In acc:ordance with t.he USDA 5tanc:tcrcl fDr'
Nunery 5tock 260.1, unl... .hown otherwl.. on the drawlnQ8, a backfilled with the
epeclfled planting eoll. The L.crv:IKClpe CDntrac:tor .hall teet fill all tree plte with water
before plantlncil to aeeure proper drainage percolation Ie available.
12. The L.crv:Iecape Contrac:tor ehall be reepcll'Wlble fDr' proper waterlncil of all plante. All plante
.hall be thoroutahly watered at time of plantincil CI'1d Icept. adeqJlately watered until time of
acceptanc:e. It ehall be the L.crv:Iecape CDntrac:tor1e reeponelblllty to aeeure that. plante ere
not over watered.
13. It .hall be the L.crv:IKClpe CDntrac:tor1e reeponelblllty to prev.,t plante from fallincil Dr' being
blown over, to ratraltahten CI'1d replant all plante which lean Dr' fall CI'1d to replace all plante
which ere dcmaged due to lack of proper tauylncil Dr' etaklng. The L.crv:IKC1p8 Contrac:tor .hall
be le;ally liable fDr' any dcmage caueed by lnetablllty of any plant material.
14. All tnNIe CI'1d all palm. .hall be guyed Dr' etalced Dr' brcIced. The L.crv:Iecape CDntrac:tor ehall
determine which emall Dr' multi-trunk tnNIe need to be guyed CI'1d .taIced to maintain plumb.
Stalel"", of tree. CI'1d .trube, If .....,Ired, ehall be dcne ae per etalel"", a tauyl"", detail
prepcred by the L.crv:Iecape Architect. It ehall be the ""'pcll'Wlblllty of the L.crv:IKClpe
CDntrac:tor to I"<<nDYfJ tauye CI'1d etalcee from the trees CI'1d Job elte after a period of ClIO
dare.
15. Plante blown tN.. by hltah wlnde, within the gucranteed period, .hall not be cauee fDr'
addltlcnal expen.. to the OWner, but .hall be the reeponelblllty of the L.crv:IKape CDntrac:tor.
Danacaed plante .hall be replaced by the L.crv:IKClpe CDntrac:tor at no additional coet to the
Owner .
I'. Sod ehall be certified to be ,..... of the Imported fire ant. Sod .hall have a clean (p"OWth
of acceptable fTCIU, reaeonably ,..... of weede wlt.h not 1... t.han I 1121 of eoll flrTnly
adherl"", to roote. It .hall be t.he .....ponelblllty of t.he L.crv:Iecape Contrac:tor to meaeure CI'1d
det4lrm1ne the exact crnount. .....,Ired. Thl. crnount. .hall be verified wlt.h t.he OWner Dr'
L.crv:Iecape Architect before I".tallatlon.
17. The L.crv:Iecape Contrac:tor .hall lneure acIeqIate vertical drainage In all plant bede, plantre,
CI'1d eod c:reae. Vertical drllll"", t~h any compacted fill to native eoll ehall be
ac:c:Dmpllehec:l to lneure draInage. If well drained fill I. nee...cry to anur8 poeltlve draInage,
thl. IHUe ehall be broutaht up by the L.crv:IKClpe CDntrac:tor at tIme of blddl"",.
1&, The L.crv:Iecape Contrac:tor ehall Ineure that. hie work doee not InterTupt ..tabllehec:l Dr'
projected drainage patt.eme.
lelI. The L.crv:Iecape CDntrac:tor ehall prune, .hape a remove dead foliage/11m be from exletlng
plant material to remain. ConflrTn wIth the Landecape Architect Dr' OWner the extent of
work I"8CUllred at time of blddincil,
20. Mulch - All plant bede ehall be top dreeeed wIth 31 etredcled hardwood mulch (Dr'
approved 8qjIGl).
21. Trcrt8planted Material - The Lanc:lecape CDntrac:tor ehall be reepcll'Wlble fDr' determlnl"", a
evaluat.I"", whIch plant materlale ere eultabte fDr' traneplantincil CI'1d .hall verify thle with the
Lanc:lKC1p8 Architect Dr' OWner. The Lanc:lKC1p8 Contractor ehall take all reaIICll'lCIble,
horticulturally acceptable rneaeuree to aMure the .ucc...ful traneplantincil of determined plant
materlale. The L.crv:Iecape CDntrac:tor .hall be reepcll'Wlble fDr' replacl"", any relocated plant
materlale which die If .uch meaeU1"e8 ere not taIc<<t, ae determined by the 1..crIdecape
Architect Dr' Owner. Replac:ement. plante ehall be of Ic:l<<rt.lcal epeel.. CI'1d elre If reqllred.
22. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE.
Mal~ .hall ~ after each plant Ie planted and the maIntenance period ehall
c:Gnt.1nue until the Job Dr' epeclflc phaee of the Job I. acc:ept.ed by t.he Lanc:lecape Architect
Dr' OWner. Extreme cere .hall be taken to lnetruct the OWner Dr' hIe repreeentat.lvee In
...,.,-al mal~ procedUl"e8.
Plant maintenance ehall Include waterl""" prunincil, weedl""" cult.lvatlng, mulchl"""
tltahtenlncil, CI'1d repairing of tauye, repl~ of .Ick Dr' dead plante, reeettlng plante to
proper rac:t- Dr' uprltaht poelt.lt.ln8 CI'1d ratoratlon of the planting eaucer a all other
cere needed fDr' proper growth of the plante.
Durincil the malnt.1anc:e perIod and up to the date of final ac:c:eptance, t.he Lanc:lecape
CDntrac:tor .hall do all eeaeonal eprayl"", a/Dr' duetl"", of treu and .trube, Upon
completion of all planting, an Inepectlon fDr' acceptance of work will be held. The
L.crv:Iec:ape CDntrac:tor ehall notIfy the L.crv:Iec:ape Architect Dr' OWner fDr' echeduU"", of the
lnepectlon 10 daye prlDr' to the anticipated date.
At the time of the lnepectlen, If all of the materlale ere acceptable, a wrItten notice will
be talven by the Lanc:lecape ArchItect Dr' OWner to the Lanc:lecape Contrac:tor 5tat.inciI the
date when the Mal~ P..lod end..
GUARANTEE AND REPLACEMENT-
All plant materlale .halt be taucranteed fDr' cne (1) year from the time of final
lnepectlon CI'1d Interim acceptance ehall be aUve a In eatlefactory (p"OWth fDr' each
epeclflc kind of plant at the end of the taucranteed period.
At the end of the taUCll"Cl'1tM perIod, any plant reqllred under thle c:ontract that. I. dead
Dr' not In eatlefactory rowth, _ determined by the Owner Dr' the L.crv:Iecape Architect,
.hall be removed CI'1d replaced. Rep~ plante ehalt have an extended tauc:rantee, fa
noted abtJve, from tIme of replacem.-,t.
All repl~ ehall be planted of t.he ecme kind CI'1d .Ire ae .peclfled en the plant lIet.
They ehall be the rapcll'Wlblllty of the L.crv:Iecape CDntrac:tor.
~
6-7 ,",EALnfY FRONDS
MINIMUM. TIE FRONDS ~ITI-I
BIODEGRADABLE T~INE. ,",EAD
TO REMAIN TIED UNTIL PALM
PU5f.lES IT OPEN.
.........
~
~
~
=V!
----
5 LAYERS OF BURLAP
6-2X4)(16 ~OOD BATTENS
STEEL BAND
~ TOE NAIL
I
SECURE BATTENS ~ITI-I 2-3/41
STEEL BANDS TO SECURE BATTENS
DURING PLANTING PROCESS
DO NOT NAIL BATTENS TO PALM
TRUNK. ,",EIGJ.IT OF BATTENS
5I-IALL BE LOCATED IN RELATION
TO TI-IE ,",EIGJ.IT OF T,",E PALM.
3-2><4 WOOD BRACES STAKED ~IT,", A ----........ (At'\~
2><4><241 STAKE PAD BURIED 31 BEL.OW '" I
GRADE.
IJ'..
. r 1 1121-21 5I-IREDDED CYPRESS MULGI
~ ,. AVOID CONTACT ~ITI-I TRUNK
~ ~ 41 OF SAND PLACED ON BACKFILL
o
~ ~ FINI9I-IED &RADE
-
PLANT SO TI-IAT TOP OF ROOT BALL
IS EVEN ~IT,", TI-IE FINISI-lED GRADE
AFTER SETTLEMENT APPROX. II AVE
FINI5I-IED GRADE AT' TIME OF PLANTING.
X eALL DIA
PULVERIZED SOIL BACI(FILL
ALL ROOT BALL COVERING
MATERIAL.S 5f.IALL BE COMPLETELY
REMOVED BEFORE PLANTING
,
PALM STAKING DETAIL
N.T.S.
~'J.<
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. ':
BACKFILL MIX
.. .. ...~, ..... -. '.
"'
UNDISTURBED 5UB5OIL
REMOVE BURLAP . ROPE
FROM TOP 1/3 OF TI-IE BALL.
NOTE_ SEE LANDSCAPE NOTES FOR TI-IE TYPE OF MUL.Q.4 MATERIAL TO USE,
TREE PLANTING
N.T.S.
SPREAD
..l'" en...
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,~..
BASE OF TREE SI-IAL.L. BE
PLANTED 4" N!!DVE
ADJACENT FINISI-I GRADE.
REMOVE AL.L. T~INE .
STRAPS . CUT BURLAP
FROM TOP ONE-TI-IIRD OF
ROOTBAL.L.. NO
SYNTI-IETIC BURL.AP ~IL.L.
BE ACCEPTED
31 MUJ..Q.I COVER (TYP)
41 SOIL. SAUCER
DIAMETER OF TREE PIT TO
BE T~ICE TI-IE DIAMETER
OF ROOT BAL.L.-ROUGI-IEN
SIDES OF TREE PIT
D
PUL.VERIZED SOIL. BACKFIL.L.
UNDISTURBED SUBGRADE
MULTI TRUNK TREE PLANTING DETAIL
NTS
,REE PROTECTION NOTES
I. ~ LAtf) AL'TERATION ND CONSTRl.JC11OIII ACTMTf:9, If 9fW.L BE LH.AWFU. TO REI"IOW
VEGETATION BY G:RUBBN;: ~ TO PL~ SOL DeP09IfS, Dr:BRJS. SOLVENTS, CONS1RUC11ON MA1mIAL.,
~Y OR ~ E'GUPI"ENT (}f ANY QD WIftt\I TtE I'NU1 seTBACK (}f A TREe TO ~ ON
SITE lH.ESS ~WISf APPROVfO BY M CITY.
2., ALL TIU1"N:: l.N)ERTWN ON A TREe PROTECTEO BY TtE PROVISIOIIlS OF TtE LND DWeLOPI"ENT
C(ODf: StW.L BE N ACCORDANCE \m"H M NATIONAl. ~T ASSOCIATION (NM) PRlJ'.N; STNDARDS.
3. ALL TREE ROOTS EXISTING ~ITI-IIN APPROVED IMPROVEMENT AREAS AND
OIRIGINATING FROM A PROTECTED TREE, Sl-lALL BE SEVERED CLEAN AT T,",E LIMITS OF
TII-IE PRESERVED AREA INDICATED ON TI-IE PLAN.
-4. TI-IE IRRIGATION SYSTEM SI-lALL BE DESIGNED TO MINIMIZE ROOT DISTURBANCE TO
EXISTING TREES AND OTI-IER VEGETATION TO BE RETAINED.
- -
-
l
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)
l\.. Q-"- 1\............. ~ I
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NTS
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\, . .
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':': ........ . NOTE. LOCATE PLANTS IN A TRIANGULAR PATTERN
AS SJ.IOWN, SPACED EQUIDISTANT FROM EAQ.I
OT~ER (AT SPACING SPECIFIED IN TI-IE PLANT LIST).
S~RUB/GROUNDCOVER SPACING PLAN
N.T.S.
.oIlr
.)of JSH ":.L."
.~~~.J_-n
~~.~
IF SJ.IRUB IS B . B, THEN
REMOVE BURLAP . ROPE FROM
rr,?~M~ ~ Ptt\:~H
SOIL. BERM
MINIMUM 12" DEPTH OF PLANTING SOIL.
IN GROUNDCOVER PLANTING BEDS
3 INCHES MUL.CH ( SEE
LANDSCAPE NOTES FOR TYPE
OF MUL.CH )
, ~ ,~"
.,. . .,
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~
PLANTING SOIL. MIXED PER SPECIFICATIONS
UNDISTURBED SUBSOIL.
PROVIDE MINIMUM PIT CL.EARANCE
AROUND ROOT BAL.L. OF ," SIDES
AND BOTTOM.
5~RUB AND GROUNDCOVER PLANTING DETAIL
NTS
~~,
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EXISTING GROUND ~ Y y \-
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PLAN
CUT BACI< SLOPE
TO PROVIDE
A FLAT SURFACE
FOR PLANTING
&1 2-PL Y RUBBER I-I05E
cryr ~ DOUBLE STRAND 12 GAUGE ~IRE
-~ COVERED H/2-PL Y RUBBER I-I05E
~ PAINTED FLUORESCENT ORANGE
~~ITE FLAGGING (TYP.)
, 1'>_ "'" _ &1 LODGE POLE
A1 ~~\,\,\-\\\ ~3 INCI-IES MUL.Q.4
,~2~. 4 INCI-I DEEP SAUCER
. ,.,. !eo k ',:
~ .:~.~.~~.: BACKFILL MIX
t. UNDISTURBED SUBSOIL
REMOVE BURLAP . ROPE
FROM TOP 1/3 OF T,",E BALL
NOTE. SEE LANDSCAPE NOTES FOR T,",E TYPE OF MULGI MATERIAL TO USE.
TREE PLANTING
ON SLOPE
N.T.S.
,,, / /
~ ~/I'
MICHAEL J. URCHUK, RLA
NOY 26!~Ob4
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IRRIGATION PLAN
IRRIGATION LEGEND
6'\1"110I..& ""'" PI!tGfU.- IIQN NQ%ZU! I .... I ..... IIItAP -~
.~<l-e-~ ~ ~-f)6 8fIIltAY POP-LIP eEE DETAIL
eEE NOZZLE
.~~ ~ ~-12 &PRAY POP-UP Q.fART
eEE DETAIL
-0- ~ ~ ~-_ WITWec:&T-e ec:&T-1S I - I 3& I 5' eEE DETAIL
DUAL eTI'EAM I!lIeelER NOZZLE
18~ ~ fIe-"'" ~ TO ee L0CA1I!D IN TI-Ile GeEtltAL eEE DETAIL
AIlIEA. um.I MINI-CLIc::K " RAIN 6EN8OR. (12e1 VOL T6 lei AMP ~
@~ ~ fIe-" ~ TO ee LOCA1I!D N TI-Ile CiENERAL eEE DETAIL
AN!4UMTW MINI-CLIc::K " RAN 6EN8OR. (12e1 VOLT6 lei AMP ISIlIEAI<ER)
@ WATT& 'I IlIPZ TYPE ISACl<FLOW DEVICE eEE DETAIL
~ ~ ICY ~ ELECTRIC IlIEMOTE vALYE, 8EE DETAIL
elZE PER PLAN.
~ ~ LINE elZE I5ftA86 GATE VALVE. 8EE 8fIEC6. 6EE DETAIL
elZE PER PLAN.
~ c:::LA86 ea.I oW> PYC MANLDE elZE A6 NOTED ClN PLANe. eEE DETAIL
'I A~ ea.I I6eI fI'YC LATEIltAL LINE A6 ~ l.NTIL A et1ALLER elZE eEE DETAIL
Ie 6I-IOlIN. uee 1"11 PIfIE ClN ALL 1-EAD6 um.I A TOT Ai. a= " CifIM.
~ ea.I ~ fI'YC ILEEVE-MIN. 1UCE ne NER PIPE DIA. c::oN1ROL WIllIE eEE DETAIL
ewAL.L ee eLEEVED eEPARATEL Y
. ~ IN6TALL (2).~ lUIlIE6 A.U6 A ~ FR"M I~TIClN eEE DETAIL
~ TO TI-Ile POINT.
~ ~ 'I WA~ 1"ETE1It ey ~ eEE DETAIL
ZONE 04ART
IRRIGATION CONTROLLER (C1)
ZONE 04ART
IRRIGATION CONTROLLER (C2)
I ZONE .\ TYPE
IGPM
I~
.....
TIME
, ~y ZONE H> I&MIN.
2 ~y ZONE H> I&MIN.
3 ~y ZONE 2. I&MIN.
... ~y ZONE 2. I&MIN.
& ~y ZONE 2. 1& MIN.
2&
2~
I
1& MIN. I
1& MIN. ,
I 5tD MIN. I
I ZONE .\ TYPE I
I ~ I=~= I
ITOT~ I
GPM
.e
ITOT~
112&~ I
,.......
_.U3lG~
AN IRRIGATION DESIGN COMPANY
620 Shannon Road.
ORLANDO. FLORIDA 32806
PHONE (407) 425-3485
FAX (407) 423-5241
Bob Be Jason McElroy
irrdesignecfL IT. com
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AN IRRIGATION DESIGN COMPANY
620 Shannon Road.
ORLANDO, FLORIDA 32806
PHONE (407) 425-3485
FAX (407) 423-5241
Bob Be Jason McElroy
irrdesignecn. rr. com
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lEE PET AIL.
f.INTI!Ilt
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fDIlI06-12 &PRAY POP-UP
lEE PET AIL.
f.INTI!Ilt
f.INTI!Ilt fDIlI06-H WI1'I-IIC6T-B IC6T B I ~ .31 I &'
DUAL. 6T1eAM eue~ NOZZL.E -
fIC-.1N> ~ TO I!E &...OCAT1!P IN TWI6 CiENEJltAL.
AN:,f., WI1'I-I MINI-CLltX" IUIN eeN6OR. (12~..-oL.16 IIlD AMP ~
fIC-JIN> ~ TO I!E L.0Ci4T1!P IN TWI6 CiEI'eM..
AIleA. unw MINI-CLltX " IUIN eeN6OR. (12~ ..-oL. 16 IIlD AMP ~
II JltPZ TYA! e.Aa<FL.OW DEvICE
lev ~ EL.ECTfltlC JlI5MOTE VAL.VE,
61ZE PER PL.AN.
L.INE! 61ZE ~_ GATE VAL.VE, eel! 6P'EC6.
61ZE PER PL.AN.
CLAN 6Q.f ~ PYC MAINUE 61ZE A6 NOTED ON PL.AN6.
6Q.f I6f') JD\IC lATEM.. L.INE! A6 5lOUN LNTIL. A ~ 61ZE
II 6WGlUN. Ll6E "'I PIPE ON AU. 1-EAD6 urrw A TOTAL. OF . GfIM.
8Q.f ~ fDYC eLEEvE-MN. 11IICE 1lI! tN!R PIPE DIA. ~ Wf1lIS
6WAL.L. ee eLEEVED eeJD~TEL. Y
IN6TAU. (2) &PAN! WI'" fDUJ6 A ~ ~ IMICiATION
~ TO TWI6 POINT.
lEE PET AIL.
lEE PETAIL.
f.INTI!Ilt
8EE PET AIL.
f.INTI!Ilt
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WATT6
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8EE PET AIL.
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lEE PET AIL.
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II WATER I'1ETER BY Q'T1.EIlt&
8EE PET AIL.
ZONE Cl-fARr
IRRIGATION CONTROLLER (CI)
ZONE Cl-fARr
IFlFtIGATION CONTROLLER (Q)
I %(H .1 TYA!
1GA1
I~ I
\ZQE./ TYA! I
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2 &PRAY %CINE
3 &PRAY %CINE
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141I DIRECT I!URIAL
WIRE IN6T A.l1 PP
CONI:>UIT OR LlllDER
MAINLIIE.
EL.EC. CONI:>UIT
(12112' V PWfll IN)
ELEC. CClNDUIT
(204 V PWfll OUT)
C~~N[
CALV.
NIPPLE ..L~
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~AN! WIRE6
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:J -I ,... MAINLINI! a.1ANCi116
I ION&.
ELECTRIC VALVE
DETAIL
f'LACI! A LAMINA11!D LI6T OF
ZONE ftoFON1ATICN IN6IDE
~R DOOR.
CONT~OLLE~
DETAIL
floE I!!MCK FLOW LOCATICN A6 6HOUN ON
PLAN 16 FOR ~TY JIIIIEA60N ONLY. ne
1M. CON'rRACTOR .......u. PIELD LOCATE
aAac. FLOW fIIEIIt ~ ....
6ACKFLOW
DETAIL
(~IGATION SYSTEM I J;"~IGN CRITERIA
WATEIIt ea~
L WATER I1.I6T ee r:>EL.f\IE1IlED TO 1lI! 61TE AT et.FfICIENT J'lREeetR AND FLOW TO ~DE MAXIt1.t1 JDEIlFOIlIMANc:
A6 5lOUN eeL.ow,
~ IlEGlJIN5r"ENT -.., NI WOIlICINaI ~ AT FIEU:> L.0Ci4TION AND ELEVATION
- ~ NI AT e.A8E OF 8f'RN<L.ER I-EAa::>
PLOW IlEGIJIJ1i8'ENT6
~ERCI
- ,. GflM MAXIt1.t1 FLOW RAiE
- 2e GflM MINIt1.t1 FLOW RATE
FLOW IlEGIJIJIi8'ENT6 - 2& GflM MAXII'1I'1 PLOW RATE
~ER C2 - 22 GflM MINIt1.t1 PLOW RATE
DIFFEN!NCE6 IN AVAILAI!IU! FLOW AND ~ ~ lULL. IlEGlJIIlE C>E&IGN Q.fANciE&.
2. WATeR eeIltVICE L.INE, WATeR 1"I::1l:~ aecx VAL.VE6, eI.RiE JDR:nECTIQI. ETe..
AND ~ OF 1lI! WATER 8Ol.R:E AM NOT A PART OF 1lI!6E r:>RAWING6.
~.4D LAYGlUT
L I-EAD lAYGlUT AND &PACINCi 16 I!!tA6ED ON AN:A DIt'EN6IONa. AU. f.EAD6 OF EACW flIlOW AN: &PACED EQ.IAL.L. Y
ACR:Ie& AN:,f., NOZZLE 6EL.ECTION SA&EJ:ll ON MINIt1.t1 AMOI.Nf OF OYER &PRAy ON ~-8CAPE WlTW MATCWINCi
J'lRECIfDITATION IUTE6 ON 1lI! LANI:>&CAPE.
2. I-EAD AND lATERAL &PACtb WlL.L. V,IR( unw DIt'&l6I0N6 OF AN:A. AP.lJ6TED &PACINCi MfGI.IT I!E NECE66ARY
TO A\I'OID OYER 8fD11tAy ON ANY ~-ecAPE. AU. 6flIIitNCI...EI AND NOZZL.E6 AIJ/"I U r> I!E 8E1..ECTED I!!tA6ED ON
6PRN<L.ER ~ &PACING, AND AI'lC OF CO'v'ERAGE, AND ACCORDtb TO PfEU) DIMEN6I0N6.
E><AMA.E. "'I. Cif't1, ~I W) GfIM. II 1& Cif't1, 1"1 2. GflM.IJI' .No GPM. 21 If> GflM, 2"'1" GflIM, JI 12~ GflIM, 41 21N> CiA'1.
PJIIII! 61711A
L lATERAL. PlPE6 6WAU. ee 61ZED 60 TWAT 1lI! WATER VELOCITY DOE6 NOT ~ & fIT PER 6ECOND.
r-1:~ 8TATI8T1C6
L ne FOU.CIUING ~ 6TATI6TIC6 lIEN! CALCtLATED SAeED ON N=OIlI1ATION 6I-4QUN ON TWI& PL.AN.
a.fANGE6 IN OPERATINCi ~ I-EAD IfDACtb AND ~ NOZZL.E eEL.ECTION WILL. EFPECT ~ 16.
A\G. J'lRECIPITATION lUTE fIOR 8AtAY ZONE6 - A\G. JDr. H!AP -L&8IMT.
JlIILN TIME FOR II OF WATER-8fDIItAY talE&. J8 MN. PER 'TATION (BAeED eN A\G. J'lRECIPJ
~
ZONE ·
CAP END6 AND
6T~6rueUP ~
1'1EAeUN:MENT6 FROt1 ~.-
2 N:1-t:~NCE POINT - 4tD1 .--
TO &TUe uP.
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TAPE END ~
()F 6LEEVE
2l12)l-
VALYE
61lE
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1,-1 ~
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CiAI..LDe
flIER MIN.
VAI.VE IOcN I
INNER PIPE
6T\Je UP
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(R!CilJI1le1ENT6 vARY - Cf-IECX COOE6 FIR6T)
ROUGJ-J IN 5LE.EVING O-EIAlb
121 FOP-LIP 6F'RAY f.EAI:)
lET I-EICif.fr TO CLEAR-
JDL.ANT MATERIAL.
FINI....
." f"OID-LIP 8J11AAy I-lEAD
r (6EE NOZZLE OIART · PLAN6
,41 FoR>kmLE~
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IN6TALL 6U!EYE AND NefIt
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U6E CODE DEfD1l.I6 IF GN!ATE1't RIOlJC:it.f IN DETAIL AeO\o'E)
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TRENC&-I
DETAIL
SLEEVE
DETAIL
6" POP-UP 5FRAY
DETAIL
12" POP-UP 5FRAY
DETAIL
GATE VALVE
DETAIL
GENERAL NOTE6
I) 1lI! DRAWING6 ARE DIAeiIItAr'11ATIC. TI-E CQ\I1'RACTOR 6J.W..L. I!E E><fIECTEJ:> TO
MAICE TWOeE MOPIFICATICN6 NECE66,1R( IN TJ.IE PIELJ:> TO IlEACT TO AClUAL.
FIEU:> CONDITIONa, WITf.lQJT C>EPA~ ~ 1lI! DE61CiN CONCEPT& OR INTENT.
2) AU. lIJOIIiK 6J.W..L. COIIFOIlI'1 TO ANY AND AU. AfDPLICAel..E JlIlE<iUL.ATI0N6 AND
CODE6 FOR 1lI! &...OCATION OF 1lI! WOIlfK. 1lI! IN6TAL.L.ER 6J.W..L. OI!STAIN ANY
NECE6&ARY &...OCATE6, PER11T6 AND IN6PECTIONa.
J) AU. lIJOIIiK 6J.W..L. I!E CL06EL. Y COOIlIPINATED urrw THAT OF Oft.ER TRAI:>E6, IN
ORDER TO A\I'OID CQFL.1CT6. Jl8IER TO L.ANJ:>6CN:'E AND UTIL.1T1E6 flLAN6 lU-lEN
TIlENC:f.IINCi TO A\I'OID TREE6, 811R11!S8 AND LINDER GROl.NC> UTIL.ITIE&
4) AU. MATERIAL AND L.AI!SOR IlEGIJIREt> TO ~ A CQ1A.ETE, OPERATIONAL.
AND FULL. Y CilJAIIitANTEED 6Y6TEt1 6J.W..L. I!E caelDEflEt) PART OF TloE ~
IIH:T'WER ~ NOT fI.EY AN! 6f'EC1F1C4.L.Y INDICATED IN 1lI! DOaI'1ENT6.
&) 1lI! CQ\I1'RACTOR 6J.W..L. J'lREPARE AN Ae-elJlL. T r::>RALUINCi ON A RE~1eLE
PA/lIER (6EPIA OR MYLAR &WOW1NCi AU. I~TION IN6TALL.ATION. A MYLAR ~
6EPIA OF ne ORIGINAL. flLAN MAYeE OI!STAINED ~ TWE L.AND8CAf'E ARCHITECT
FOR A FEE. ne DRAWINCi 6J.W..L. LOCATE AU. MAINL.ItE AND VALYE6 BY 6f.IQUN
EXACT I"1EA6U/Ie'ENT ~ ~ 8UJIFACE6.. flLEA8E &WOW WIRE DIIlECTION
.) AU. I-EAP6 6J.W..L. I!E OF 1lI! ~ fY1DE FOR 1lI! AN:A& IIIEN! L.OCATED, AND
ANI:> 6J.W..L. ee IN6T AI.L.ED JDL.Lt1I!S AND LUfTI.f 1lI! JDRDfIt:~ HEIGHT. AU. I-EAP6 AND
0Tf.ER EGlJIPMENT 8WALL. BE IN6TAU.ED urrw ADECilJATE AND ~1PON'1 CLEARANcE
~ AU. ~-8CAPlNG, TO MINIMIZE WATER OYER &PRAY ON IMf'ERVlOU& AN:A&.
1) 1lI! WATER 8Uf'PL. Y FOR TWI6 6Y6TEt1 6J.W..L. eE FROM A I~TION WATER METEM .
WITW ~ PD.c.'6 A6 6WOUH. (8EE CRITERIA FOR 8Uf'PL. Y REGlJfIIre1ENT6, AND
1lI! 1.EDGEND FOR I'1ETER 61ZE6.
e) WICiW YOL.TAGE f'C)l.IER 8l.PPL.Y TO 1lI! IMICiATION CGlN'T'ROL.L.ER 8WALL. I!E 1lI!
RE8fDClN6lelL.1TY OF TJ.IE CiEIERAL. CQ\I1'RACTQR TWE IRRIGATION CQ\I1'RACTOR
6J.W..L. eE RE8PClN61eLE FOR 8Uf'PL.YINCi Tf.E LOW ..-oL.TAGE ANI:> CQ1'1.NICATION
Wl1lE6 TO TloE c:GlNT'IIieC:)L. VAL.VE& AND PLOW METER
~) ~ lIlRING 61-1AL.L. eE ~ WlTW 1lI! MAINL.INE! ~ POe6IeLE. LOW _
..-oL.TAGE lIlRING 8WALL. I!E LA4 JD\IC JAaC:ETEJ:>,61NGL.E c:acucrOR C~. Ll6E
N5D WlJliE6 FOR III-fOTI ANI:> U-fITE FOR VALVE cot"t1ON. WlJliE6 6I-IAL.L. I!E IN6TAI.L.ED
WITW APECilJATE 6L.Aa( AND 8UflIOE~AN6ION L.OOP6, AND 6f.W.L I!E 6A.1c:EJ:>
ONL. Y IN VAL.VE eo><e8, U&1NCi 6F'EAR6 11J:>R1-6A.ICEI WIRE CGlNECTOM.
1IlD) AL.L. PIPING AND WIRE PA86tb l.NDER PAVED AN!A6 6J.W..L. I!E 6L.EEvEC> WlTW
6CW ~ fDYC PIPE, 61ZED A MINIt1.t1 OF TWO NOMINAL 61ZE6 L.AIltiER TWAN CGlNT AINED
Plf'E.
II) ANY PIPING 6f.IQUN GlUT6IDE 1lI! ~~I T L.INE! OR flILN,IlNCi GlUT6IDE A L.AND8CAfIE
AREA 16 &WaIN fI.EIlE FOR ~ ONL.Y. AU. L.1NE!6 6f.IAU. eE IN6TAI.L.ED ON 1lI!
~RTY ANI:> IN&IDE fI.IE L.AND8C:.APE AN:A&.
12) 1lI! IN6TALL.ER 6J.W..L. I!E E><fIECTEJ:> TO I!E PAMIL.IAR WIlH AND FOU.OW 1lI!
1N6'1'1l1JCT1ClN6 CGlNT AItED I-EREIN, ON 1lI! DRAWINGl6, IN 1lI! caeTRICTION PET AIL.6,
AND IN 1lI! lIRTTEN 6f'ECIFICATICN6, AIJf'!Iq r> A caf=LICT I!E DI8C:OYERED WITWIN 1lI!
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620 Shannon Road.
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PHONE (407) 425-3485
FAX (407) 423-5241
Bob & Jason McElroy
irrdesignecn. rr. com
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