HomeMy WebLinkAbout2008 09 03 Regular 600 Combined Preliminary and Final Engineering/Site Plan for proposed St. Johns River Water Manangement District Solary Canal Stormwater Treatment Area=a
P&Z AGENDA
ITEM 600
September 3, 2008
Meeting
Consent
Information
Public Hearin
Re ular X
REQUEST: The Public Works Department requests the Planning and Zoning Board review
and make recommendation to the City Commission on the Combined Preliminary and Final
Engineering/Site Plan for the proposed St. Johns River Water Management District Solary Canal
Stormwater Treatment Area on approximately X8.9 acres, located on the east side of DeLeon
Street in the City of Winter Springs.
PURPOSE: To consider and make recommendation to the City Commission on the Combined
Preliminary and Final Engineering/Site Plan for the proposed St. Johns River Water Management
District Solary Canal Stormwater Treatment Area.
LAND USE AND ZONING DESIGNATION:
Future Land Use Designation: Public /Semi-Public
Zonin :Existing Zoning District: Seminole County A-3 Agricultural
Proposed Zoning District: Winter Springs R-C1 Single Family Dwelling District (minimum one-
acre lot size) with a proposed Conditional Use Permit for public facility use. Please refer to P&Z
agenda item #500 for the proposed zoning change. The proposed conditional use is scheduled
for the Board of Adjustment at the September 4, 2008 meeting.
APPLICABLE REGULATIONS:
Code of Federal Regulations (FEMA, 44 CFR 59, Sec. 59.1)
Chapter 163, FS
Chapter 166, FS
Comprehensive Plan
Chapter 5, City Code.
Chapter 9, City Code.
Chapter 20, City Code.
PROJECT OVERVIEW: The St. Johns River Water Management District (SJRWMD) is
proposing a Stortnwater Treatment Area at 1900 DeLeon Street in the northeast corner of the
City of Winter Springs to improve the water quality of Solary Canal prior to its discharge into
Lake Jesup. Solary Canal is an existing regional drainage channel located primarily within the
City of Oviedo with the exception of the northern-most portion of the canal adjacent to Lake
Jesup, which is in the City of Winter Springs.
September 3, 2008
Planning & Zoning Board Regular Item 600
Page 2 of 4
SJRWMD purchased property in the City of Winter Springs for a Stormwater Treatment Area to
treat the flow from Solary Canal prior to discharging into Lake Jesup. The property, known as the
Minter Tract, is located on the west side of DeLeon Street in the City of Winter Springs (see
Exhibit A -Project Location Map). The property is approximately 28.9 acres and in Section 3,
Township 21 South and Range 31 East. The existing undeveloped property contains mature oak
canopy, a citrus grove, and pastureland. Solary Canal enters the property from the southeast
property line and exits the property to the north. The contributing drainage area upstream of this
property is approximately 1,471 acres.
Solary Canal's drainage area is highly developed. Land uses within the drainage area include
residential, commercial, industrial, agriculture, wetlands and uplands. Historically, Solary Canal
and Lake Jesup have been plagued by water quality and flooding problems. Lake Jesup has been
verified by the Florida Department of Environmental Protection (FDEP) as impaired for nutrients
and unionized ammonia due to elevated annual average Trophic State Index (TSI) values and
exceedances of the unionized ammonia criterion. FDEP formally adopted a Total Maximum
Daily Load (TMDL) report for Lake Jesup in April 2006. The TMDL report identified the
nutrient loading sources and required reductions to meet water quality standards for total
phosphorous (TP) and total nitrogen (TN) within the Lake Jesup Basin.
STORMWATER TREATMENT AREA DESIGN SUMMARY: The primary objective of
the Stormwater Treatment Area is to reduce phosphorus and suspended solids loadings from
Solary Canal prior to discharging into Lake Jesup. A secondary design objective is for the
treatment system to limit the change in upstream and downstream flood elevations to less than
0.02 feet for the 25- and 100-year design storms. There is no land development associated with
this project; therefore, there are no requirements to meet apre- and post-development quantity or
quality criteria. This is strictly a water quality improvement project that will not increase the
flood levels under existing or expected future conditions.
The Stormwater Treatment Area is an off-line system comprised of a manmade wet pond and
wetland connected in series. All of the canal normal base flow and a large fraction of the storm
flow is diverted into an 8-acre wet pond. Flow from the wet pond discharges into a 4.8-acre
wetland through a control structure and overflow weir. Flow from the wetland discharges through
a second control structure and overflow weir back into the canal near the north property line.
High storm flows are allowed to bypass the pond over a diversion weir and continue through
Solary Canal. Pollutant loads in the canal's base flow and storm flow are first reduced in the wet
pond and then reduced further (for most parameters) in the wetland. In addition, the wet pond
and wetland system provide over 67 acre-feet of storage.
WETLAND IMPACTS: An informal wetland delineation was performed by SJRWMD's
design consultant, CH2M HILL, in March 2007. The delineation revealed wetland vegetation
along the entire length of Solary Canal totaling approximately 0.56 acres. In addition to the canal
wetlands, three small, isolated, low quality wetlands within the existing pasture totaling 0.26
acres were identified. The combined onsite wetlands are approximately 0.82 acres, or 2.8 percent
of the 28.9-acre site. An Environmental Resource Permitting (ERP) pre-application meeting was
held on May 9, 2007 with FDEP staff to discuss the project and the wetland impacts. FDEP staff
2
September 3, 2008
Planning & Zoning Board Regular Item 600
Page 3 of 4
indicated that a formal wetland delineation would not be required prior to submittal of the ERP
application given the limited impacts and the overall low quality of the depressional wetlands in
the pasture. However, upon submittal of the ERP application, FDEP will visit the site and notify
SJRWMD if a formal wetland delineation and flagging is required. At this time, FDEP will also
determine whether mitigation for the wetland impacts is required.
During the pre-application meeting, FDEP indicated that mitigation will likely not be required
due to the water quality improvement nature of the project, the creation of over 3-acres of
wetlands, and the relatively low quality and small area of wetlands being impacted. The wetland
impact areas are shown on the plans on sheet C-3, "Clearing, Erosion Control, and Tree
Protection Plan." Impact Areas 1, 2 and 3 are within Solary Canal. Impact Areas 1 and 2 will be
disturbed by the installation of sheet piling and riprap. Impact Area 3 will be disturbed by
installing the box culvert for the canal crossing. The entire canal side slope is shown as being
impacted even though riprap will only be placed along the bottom of portions of the canal. This
conservative designation is included because of potential temporary or permanent impacts during
construction. Impact Areas 4 and 5 are isolated depressional wetlands that will be excavated
during the pond construction. A portion of the narrow swale wetland, Impact Area 6, may or
may not be impacted from the pond construction, but is included in the tabulation.
ACCESS AND SITE SECURITY: The entire site will be surrounded by a 6-foot high black
vinyl coated chain link fence. Permanent access to the site will be off of DeLeon Street through a
14-foot wide gate. Construction access will be from the same location as the permanent site
access (see sheet C-1). The site will need to be periodically accessed by maintenance personnel
for inspections, pond treatments, trash and debris removal, grounds maintenance, and other
related tasks. The project has no buildings or mechanical equipment. The site is not intended to
be open to the public and there are no facilities onsite designed to accommodate public access.
TREE IMPACTS: The proposed Stormwater Treatment Area has been designed to minimize
tree impacts to the extent practicable. The City Arborist has met onsite with the design
consultant to review the existing trees onsite and to determine the trees that can be protected.
Plan sheet C-3 indicates a total of 120 trees onsite will be removed, and a total of 369 trees onsite
will be protected. The project will require an Arbor Permit.
AVAILABILITY OF LAKE JESUP TMDL CREDITS: The proposed Stormwater
Treatment Area will remove a significant amount of nutrients (pollutant loadings) from Solary
Canal on an annual basis. The City of Winter Springs will soon be receiving a final Lake Jesup
nutrient reduction allocation from FDEP, which is currently in progress as part of the Lake Jesup
Basin Management Action Plan, or BMAP. The Solary Canal project may offer the City an
opportunity to obtain credit towards meeting at least a portion of its mandated pollutant loading
reduction requirement. In order to obtain pollutant loading reduction credits, the City would
have to participate in the project in some form, such as construction funding, project
administration, or long-term maintenance responsibility. The amount of credit available for such
tasks has not been determined yet, but so far the Cities of Winter Springs and Oviedo have
expressed support for the project and a willingness to explore project partnership opportunities
when more information is available.
3
September 3, 2008
Planning & Zoning Board Regular Item 600
Page 4 of 4
ARCHAEOLOGICAL RESOURCES: Comprehensive Plan Policy 1.9.2 states:
"Development shall be prohibited which damages any site or building determined to be either
historically or archaeologically significant, as designated on the register of historically
significant property maintained by the State of Florida." Because of the site's proximity to Lake
Jesup, there is a moderate possibility of archaeological resources being present onsite. Staff is
continuing to work with the applicant to determine if it will be necessary for a professional
archaeologist to perform a cultural reconnaissance survey of the project area, including
judgmental subsurface testing on the project site (pursuant to Chapter 1A-46, F.A.C.). A similar
archaeological survey was recently required by SJRWMD on the City's Orange Avenue project
due to its proximity to Lake Jesup, pursuant to section 12.2.3.6 of the SJRWMD Applicant's
Handbook.
RECOMMENDATION: Staff recommends that the Planning and Zoning Board make a
recommendation of approval to the City Commission for the St. Johns River Water Management
District Solary Canal Stormwater Treatment Area Combined Preliminary and Final
Engineering/Site Plan, subject to satisfying the City's concerns regarding archaeological
resources onsite.
ATTACHMENTS:
1. Exhibit A -Project Location Map
2. Exhibit B -Combined Preliminary & Final Engineering /Site Plan
PLANNING AND ZONING BOARD ACTION:
4
EXHIBIT A
SOLARY CANAL PROJECT LOCATION MAP
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Project Site
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RECEIVED
AUG t 1 2008
CONTRACT DOCUMENTS
For the construction of
crrv OF 'M.NTER SPRINGS
Permitting. Christ)'
SOlARY CANAL
STORMWATER TREATMENT AREA
SHEET INDEX
G-1 LEGENDS & NOTES
G-2 SJRWMO GENERAL NOTES
(;,1 OVERALL SITE PLAN
(;.2 SEQUENCE OF WORK AND DEWATERING PLAN
c-3 CLEARING, EROSION CONlROLAND TREE PROTECTION PLAN
C4 SITE PLAN "A"
c.5 SITE PLAN "8"
c.5 SITE PLAN "C"
(;.7 SYSTEM INTAKE AND BYPASS WEIR ENLARGEMENT PLAN
c.s SYSTEM INTAKE CROS5-SECTIONS
ell SYSTEM INTAKE AND DEBRIS SCREEN CR0S5-SECTIClNS
(;.10 POND WATER CONlROL STRUCTURE ENLARGEMENT PLAN
(;.11 WEnAND WATER CONTROL STRUCTURES ENLARGEMENT PLAN
(;.12 CANAL CROSSING ENLARGEMENT PLAN
(;,13 POND AND WETLAND CROS5-SECTIONS
(;.14 DETAILS
(;,15 DETAILS
(;.16 WETl..AND PLANTING PLAN
(;,17 POND PLANTING PLAN
(;.18 PLANTING SCHEDULE. DETAILS AND NOTES
SUR.1 SURVEY. TOPOGRAPHIC & BOUNDARY
SUM SURVEY" CANAL CROS5-SECTIONS
Prepared for the
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
PALATKA, FLORIDA
Volume 1 of 1
Drawings
90% DESIGN SUBMITTAL
For information rElgarding
this project, contact:
MITCHELL L. GRIFFIN, PE
FL P.E. NO. 40772
CH2M HILL
3011 SWWILLlSTON ROAD
GAINESVILLE. FLORIDA 32608
(352) 335-7991
CH2MHILL
CH2M HILL Project No. 376676
JULY 2008
2
PROJECT DESCRIPTION
1. THE SJRWMIl HAS RETAINED CH2M HILL TO DESIGN AND PERMIT A STDRMWATER TREATMENT AREA TO IMPROVE lliE WATER
QUALITY OF SOLARY CANAl PRIOR TO ITS DISCHARGE INTO LAKE JESUP. THE PROPERTY IS KNOWN AS THE MINTER TRACT
AND IS LOCATED ON DELEON STREET IN lliE CITY OF WINTER SPRINGS.
2- lliE STDRMWATER TREATMENT AREA IS AN OFF-UNE SYSTEM COMPRISED OF A MANMADE WET POND AND TREATMENT
WETLAND CONNECTED IN SERIES. ALL OF lliE CANAl'S NORMAL BASE FLOWANDALARGE FRACTION OF THE STORM FLOW IS
DIVERTED INTO AN 8-ACRE WET POND. FLOW FROM THE WET POND DISCHARGES INTO A 4.8-ACRE WETLAND lliROUGH A
CONTROL STRUCTURE AND OVERFLOW WEIR. FLOW FROM THE WETLAND DISCHARGES THROUGH A SECOND CONTROL
STRUCTURE AND OVERFLOW WEIR BACK INTO THE CANAl NEAR THE NORTH PROPERTY LINE. HIGH STORM FLOWS ARE
ALLOWED 10 BYPASS lliE POND OVER A DIVERSION WEIR AND CONTINUE THROUGH SOLARY CANAL
3. PROPERTY INFORMATION
A. PROPERTY OWNER: ST. JOHNS RIVER WATER MANAGEMENT DISTRICT
CONTACT: REGINA MORSE. MSJRB PROJECT MANAGER
PHONE NO" :J8&.329.4819
&MAIL: RMORSE@SJRWMD.COIA
ADDRESS: P.O. BOX 1429/ PALATKA, FL32178-1429
B. PROPERTY ADDRESS: 1900 DELEON ST / OVIEDO, FL 32765
C. TAX PARCEL 10: Q3.21-31-3O().OOB()..OOO AND Q3.21-31 ~08E-0000
D. SIZE OF PARCEL: 28.90ACRES +/_
E. EXISTING LAND USE: AGRICULTURE A-3
F. FUTURE LAND USE: PUBLIC, SEM~PUBUC / R.cL
SURVEY NOTES
1. lliE TOPOGRAPHIC AND BOUNDARY SURVEY SERVING AS lliE BASE MAP FOR lliE PROJECT WAS PREPARED BY WEIDENER
SURVEYING & MAPPING IN FEBRUARY 2006.
2. lliE BOUNDARY LINES SHOWN ON lliE SURVEY WAS PREPARED BY PHILLIP E. HAMPlON, PLS 3744 DATED NOVEMBER 17, 2004.
3. PER lliEATTACHED SURVEY, lliE VERTICAL DATUM FOR lliE PROJECT IS NGVO 19~. ELEVATIONS WERE OBTAINED FROM
TWO OFFSITE SEMINOLE COUNTY BENCHMARKS (tIl4064301 & #4084101).
4. PER lliE SURVEY, TWO ONSITE TEMPORARY BENCHMARKS (TBM tI1 & TBM #2) WERE ESTABLISHED ONSITE FROM THE
SEMINOLE COUNTY BENCHMARKS. THESE BENCHMARKS ALONG WITH THEIR RELATIVE COORDINATE ARE SHOWN ON DWG (;.J.
5. lliE COORDINATES SHOWN ON THE DRAWINGS ARE NOT BASED ON AN ESTABLISHED HORIZONTAL DATUM. THE COORDINATES
ARE ON AN ARBITRARY SYSTEM ESTABLISHED BY THE SURVEYOR THIS COORDINATE SYSTEM STEMS THE TEMPORARY
BENCHMARKS TBM tI1 AND TBM # 2 SHOWN ON THE SURVEY AND DWG (;.J.
GENERAL NOTES
1. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW FINISH
GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN DARK LINED.
2. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE DISTURBED
OR DESTROYED. PERFORM THE WORK TO PRODUCE lliE SAME lEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A
TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.
3. COORDINATES AND DIMENSIONS SHOWN ARE TO FACE OF PAVEMENT OR CENTER OF STRUCTURE.
4. STAGING AREASHALL BE FDR CONTRACTOR'S EMPlOYEE PARKING, CONTRACTOR'S TRAILERS AND ON-SITE STORAGE OF
MATERIALS. PROVIDE TEMPORAlRY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES.
5. ELEVATIONS GIVEN ARE 10 FINISH GRAlDE UNlESS OlliERWISE SHCfNN.
6. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING
CONSTRUCTION PER DWG C-2AND C-3.
8. CONTRACTOR SHALL BE REQUIRED 10 OBTAIN AN NPDES GENERIC PERMIT FOR SlORMWATER DISCHARGES FOR LARGE
CONSTRUCTION ACTMTIES. AS PART OF THE NPDES PERMIT, CONTRACTOR SHALl PREPARE A STORMWATER POLLUTION
PREVENTION PLAN.
9. EROSION CONTROL MEASURES SHOWN ON DWG C-3 ARE MINIMUM REOUIREMENTS. CONTRACTOR SHAlL IMPLEMENT
ADDmOHAL MEASURES IN CONSULTATION WITH OWNERAS NECESSARY.
SECTION AND DETAIL IDENTIFICATION
SECTION AND DETAIL DESIGNATORS
SECTION (LETTER)~
OR DETAIL (NUMBER) A
DESIGNATION
M-2
DRAWING NUMBER/
WHERE DETAIL
CAN BE FOUND
ON DRAWING WHERE OETAIL IS DRAWN:
DETAIL DESIGNATED
DETAIL NAME
SCALE: AS DESIGNATED
3
4
CIVIL LEGEND
"EXISTING INFRASTRUCTURE SHOWN SCREENED
@ 158.5
--1S6~
SPOT ELEVATION
CONTOUR LINE
3:1 EMBANKMENT AND SLOPE
"-- DRAlNAGEWAY OR DITCH
~ OR @ INLET AND OUTFALL
..... OR .... SIGN
POST OR GUARD POST
S BENCH MARK
r---- BRUSHlTREE LINE
O~O TREE
--------- PROPERTY LINE
- - - - - - - CENTER LINE, BUILDING, ROAD, ETC.
- - - - - - FUTURE ROAD OR STRUCTURES
N 1000.00
---- E 1000.00
. 6-1
'-";"'''''' OR R3<
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....'.- .... :. :.- .... .
x--..,....--x
x~x-
x-- x-
x x-
//
//-
-.-.-
/R'-/A"_
STRUCTURE, BUILDING OR FACILITY
LOCATION POINT . ODORDINATES
BORING LOCATION AND NUMBER
DEMOLmON
STRUCTURE, BUILDING OR FACILITY
ASPtIAl.T CONCRETE PAVEMENT
GRAVEL SURFACING
CONCRETE PAVEMENT
CURB
SINGLE SWING GATE
DOUBLE SWING GATE
SLIDING GATE
CHAIN LINK FENCE
SILT FENCE
TREE PROTECTION BARRIER
TURBIDITY BARRIER
GENERAL NOTE:
1. THIS IS A STANDARD LEGEND SHEET.
THEREFORE, NOT All OF lliE INFORMATION
SHOWN MAY BE USED ONTHIS PROJECT.
5
6
PROJECT LOCATION:
SEMINOLE COUNTY
c!)
LOCATION MAP
NTS
FILENAME: motJgOO2_352123.dgn PLOT DATE: 7/1812008
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SJRWMD GENERAL NOTES
SUMMARY OF WORK I CONSTRUCTION SEQUENCE; SEE DWG C-2
I
GENERAL:
1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH THE NAiURE AND EXlENT OF
THE CONTRACT DOCUMENTS, SCOPE OF WORK, LOCAL CONDITIONS. ALL FEDERAL, STATE, AND LOCAL
LAWS, RULES AND REGULATlONS THAT MAY AFFECT THE WORK. THE CONTRACTOR SHAU. PROVIDE A
GANTT CHART SCHEDULE FORALL THE PROPOSED WORK PRIOR TO THE START OF CONSTRUCTION.
2. THE EXlSTlNG CONDITIONS REPRESENTED IN THESE DRAWINGS AND THE REFERENCED DRAWINGS ARE
BELIEVED TO BE ACCURATEACCDRDlNG TO THE INFORMATlON AVAILABLE TO THE DISTRICT. HOWEVER,
IT IS THE SOLE RESPONSIBILITY OF THE BIDDER (CONTRACTOR) TO VERIFY ALL EXISTlNG CONDmONS
AND REPORT ANY DISCREPANCIES TO THE DISTRICT PRIOR TO SUBMITTAL OF THE BID.
3. PERMfTS; THE CONTRACTOR SHALL COMPLY WITH THE CONDmONS CONTAINED IN THE FOLLOWING
PERMfTS WHICH HAVE BEEN OBTAINED BY THE DISTRICT. U.S. DEPARTMENT OF THEARMY. CORPS OF
ENGINEERS. NATlONWlDE PERMfT. . FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. STANDARD
GENERAL PERMIT. THE CONTRACTOR SHALL OBTAIN ANY AND ALL REMAINING PERMfTS AS REQUIRED FOR
THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHAU. OBTAIN AN NPDES PERMIT AND
PREPAREASTORMWATER POl.L.UT1ON PREVENTION PLAN.
4. THE CONTRACTOR SHALL CARRY OUT ALL CONSTRUCTION OPERATlONS IN A MANNER WHICH DOES NOT
CAUSE VIOl..ATIONS OF STATE WATER QUALITY STANDARDS.. THE CONTRACTOR SHAU. PROVIDE ALL
TlEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE. HAY BALES. iURBIDITY
BARRIER. ETC.) AS REQUIRED FOR COMP\JANCE WITH FEDERAL, STATE.AND LOCAL LAWS. RULES. AND
REGULATlONS.
5. ALL ERODIBLE GROUND AREAS AND SLOPES DISiURBED DURING CONSTRUCTION SHALL BE
REVEGETATED WITH MULCH. SEED, WETLAND SPECIES, DISTRICT APPROVED ALTERNATE MErnDDS OR
OTHERWISE APPROPRIATELY STABILIZED WITHIN 72 HOURS AFTER COMPLETION OF THE CONSTRUCTION
ACTMTY AND AT ANY OTHER TlME AS NECESSARY TO PREVENT VlOLATlONS OF STATE WATER QUALITY
STANDARDS.
S. THE CONTRACTOR SHALL PROVIDE THE NECESSARY WATER CONTROL SUCH THAT ALL CONSTRUCTION IS
PERFORMED IN THE DRY. FOR THE PURPOSES OF THIS WORK, THE TERM "DRY" SHALL BE DEANED AS
SURFACE FREE OF MOlSiURE, STANDING WATER, FLOWING WATER. RAIN, OR GROUNDWATER SEEPAGE
EXCEPT AS OTHERWISE NOTED IN THE CONTRACT DOCUMENTs OR OTHERWISE APPROVED BY THE
DISTRICT. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO CONTROL THE FLOW OF
WATER.
7. THE CONTRACTOR SHALL PROTECT ALL EXlSTlNG STRUCTURES, LEVEES, ROADS. UTlLmES. AND OTHER
IMPROVEMENTS FROM DAMAGE WHETHER OR NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL
ASSUME ALL RESPONSIBILITY FOR PROTECTION METHODS. COORDINATION WITH OWNERS AND REPAIRS
TO UTlLmESAND OTHER SITE IMPROVEMENTS DAMAGED DURING CONSTRUCTION. ADDmONALL y. THE
WORK WILL BE CONSIDERED COMPLETE ONLY AFTER ALL RUBBISH AND UNUSED MATERIAL DUE TO OR
CONNECTlED WITH THE WORK HAS BEEN REMOVED AND THE PREMISES LEFT IN A CONDmON
SATlSFACTORYTO THE DISTRICT. ALL PROPERTY DISiURBED OR DAMAGED DURING PROSECUTlION OF
THE WORK SHALL BE RESTORED TO ITS FORMER CONDITION OR BETTER CONDmONAT NOADDmONAL
EXPENSE TO THE DISTRICT. ANAL PAYMENT WILL BE WITHHELD UNTIL SUCH CLEANUP IS COMPLETED.
B. THE CONTRACTOR SHALL REPAIR ALL AREAS DISTURBED DURING CONSTRUCTION.
9. THE CONTRACTOR SHALL PROVIDE ALL SAFETY AND TRAFFIC CONTROL NECESSARY FOR ACCESS TO THE
SITE AND WORK WITHIN THE PROJECT LIMITS.
10. THE CONTRACTOR SHALL COORDINATE ACTMTlES AND COOPERATE WITH OTHER CONTRACTORS
PERFORMING WORK WITHIN THE PROJECT LIMITS.
11. THE CONTRACTOR SHALL NOTlFY THE DISTRICT PROJECT MANAGER A MINIMUM OF 4B HOURS PRIOR TO
THE SlJ\RT OF CONSTRUCTION.
12. CONTRACTOR SHALL CONTACT THE SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF)AT l.a00.432-4nO.
4B BUSINESS HOURS PRIOR TO DIGGING.
13. CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE DISTRICT. THE CONTRACTOR SHAU. NOTlFY
THE DISTRICT AT LEAST 48 HOURS PRIOR TO THE REQUIRED TlME OF INSPECTION FOR EACH AND EVERY
PHASE OF WORK.
14. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DOCUMENTS INCLUDING
DRAWINGS. PERMfTS. AND SPECIFICATIONS AT THE JOB SITE CLEARLY MARKED TO REFLECT ALLAS-BUILT
CONDITIONS. UPON COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL SUBMIT THESE ANNOTATED
DRAWINGS AND SPECIFlCATlONS TO THE DISTRICT.
15. SUBMITTALS:
SHOP DRAWINGS; AFTER CHEClQNG AND VERIFYING ALL AELD MEASUREMENTS. THE CONTRACTOR
SHALL SUBMIT TO THE DISTRICT SIX COPIES OF EACH (WHERE REQUIRED~ MANUFACTURER'S
RECOMMENDATIONS FOR ASSEMBLY AND INSTALLATlON PROCEDURES. CATALOG CUTS, CERTIFICATlONS.
SHOP DRAWINGS OR MATERIALS USED. THESE ITEMS (WHICH SHALL HAVE BEEN CHECKED BY AND
STAMPED WITH THEAPPROVAL OF THE CONTRACTOR) SHALL BE PROMPTLY SUBMITTED PRIOR TO
ORDERING SO AS TO CAUSE NO DELAY IN THE WORK. AT THE TlME OF EACH SUBMISSION. THE
COHlRACTOR WILL IN WRIT1NG CALL TO THE DISTRICT'S ATTENTION. ANY DEVIATIONS THATTHE
SUBMITTAL(S) MAY HAVE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AFTER
EXAMINATlON OF SUCH SUBMITTALS BY THE DISTRICT AND THE REiURN THEREOF. THE CONTRACTOR
SHALL MAKE SUCH CORRECTIONS TO THe SUBMITTALS AS HAVE BEEN INDICATED AND SHALL
IMMEDIATELY FURNISH THE DISTRICT WIrTH AVE CORRECTED COPIES. ALL CHANGES OR REVISIONS SHAU.
BE CLEARLY MARKED AND DATED. AFTER FINAL SUBMmALS HAVE BEEN APPROVED AND RETURNED, NO
CHANGES OR REVISIONS SHALL BE MADE WITHOUT RESUBMISSION AND WRITTEN APPROVAL BY THE
DISTRICT. THE APPROVAL OF THE SUBMITTALS BY THe DISTRICT DOES NOT RELIEVE THE CONTRACTOR
OF RESPONSIBILITY FOR ACCURACY OF DIMENSIONS AND DETAILS. BUT APPLIES TO THE GENERAL
ARRANGEMENT OF THE WORK
EQUIPMENT AND MATERIALS STORAGE INSTRUCTIONS: PRIOR TO THE SHIPMENT OF ANY EQUIPMENT AND
MATERIALS. THE CONTRACTOR SHALL FURNISH TO THE DISTRICT A COMPLETE WRITTEN SET OF STORAGE
INSTRUCTIONS TO BE FOLLOWED PRIOR TO AND DURING INSTALLATlON OF THE EQUIPMENT AND
MATERIALS.
AS-BUlLT DRAWINGS: AS-SUlLT DRAWINGS ARE REQUIRED AND SHALL BE SUBMITTED TO THE DISTRICT
WITHIN TEN CALENDAR DAYS OF COMPLFTlNG THE AS-SUILT SURVEY AND ARE REQUIRED TO BE
CERTIFIED BY A REGISTERED SURVEYOR AND MAPPER. REGISTERED IN THE STATE OF FLORIDA. THE
DISTRICT WILL USE THEM TO VERIFY THAT THE WORK PERFORMED CONFORMS TO THE REQUIREMENTS
OF THE DRAWINGS. SPECIACATIONS. AND ALL PERMITS. ALL DEVIATlONS FROM THE CONTRACT
DOCUMENTS SHALL BE CORRECTlED AND AS-BUILT DRAWINGS SHALL BE RESUBMITTED TO THE DISTRICT
FOR VERIRCATlON OF THE WORK. NO ADDmONAL PAYMENT WILL BE MADE FOR CORRECTING THESE
DEVIATlONS. FINAL PAYMENT WILL BE WlrTHHELD UNTIL ALL DEVlATlONS HAVE BEEN CORRECTED AND
UPON RECEIPT OF CORRECTlED AS-SUILT DRAWINGS.
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16. WHENEVER IN THESE DRAWINGS AND SPECIACATIONS OR IN ANY OF THE CONTRACT DOCUMENTS
WHERE ANY ARTICLE, APPARATUS. DIEV1CE QR MATERIAL IS DESIGNATED BY A MANUFACTURER'S V1ENDOR
PROPRIETARY OR TRADE NAME AND SUCH WORDS ARE NOT FOLLOWED BY THE CONDmoN "OR EQUAL..
IT SHALL BE DEEMED THAT THE WORDS .OR EQUAL. DO FOLLOW SUCH DESIGNATlON. ANY ARTICLE OR
MATERIAL EOUALING THE STANDARDS FIXED MAY BE USED IN PLACE OF THAT SPECIACALLY MENTIONED
BY THE DRAWINGS AND SPEClACATIONS, PROVIDED THE MATERIAL MENTlONED BY THE DRAWINGS AND
SPEClFICATlONS IS ARST SlIBMlTTED TO THE DISTRIC1'S PROJECT MANAGER.
IF A SUBSTITUTE ITEM OF MATERIAL OR EQUIPMENT IS APPROVED BY THE ENGINEER. THE DISTRICT
SHALL RECEIVE THE BENERT OF ANY ECONOMY RESULTING FROM THE SUBSTlTUTlON.
17. THE GENERAL CONDmDNS, SUPPLEMENTAL CONDmONS. SCOPE OF WORK DRAWINGS AND
TECHNICAL BPEClFICATlONSARE INTENDED TO BE COMPLEMENTARY AND SHALL BE READ TOGETHER. IN
CASES WHERE THESE DOCUMENTS CANNOT BE RECONCILED. THE ORDER OF PRECEDENCE SHALL BE
TAKEN AS FOLLOWS:
1) SCOPE OF WORK
2) SUPPLEMENTAL CONDmONS
3) GENERAL CONDmONS
4) DRAWINGS
5) SPECIFICATlONS
EARTHWORK:
1. FOUNDATlON SOIL CONDmDNS: THE NAiURAL SOILS CONSIST OF FINE SANDS AND SANDS WITH CLAY OF
VARYING FINES CONTENT AND THICKNESS. EXCAVATlONS INTO THE UNDERLYING NAiURAL SANDS CAN
ENCOUNTlER GROUNDWATER. SEEPAGE INTO EXCAVATIONS MAY V/lRf DEPENDING ON DEPTH OF
EXCAVATION AND LOCALIZED PERMEABILITY OF THE SOILS.
2. SURFACE WATER RUNOFF CONTROl.: SURFACE WATER RUNOFF CONTROL WILL BE REQUIRED DURING
srne PREPARATION. DEMUCKlNG OPERATlONS. FILL PLACEMENT AND COMPACTION. ETC. PONDING
WATER SHALL BE CONTROl.LED BY PROPER GRADING OF THE AREAAND THE USE OF TlEMPORARY
DRAINAGE DfTCHES, DIVERSION BERMS ANDIOR PUMPING FROM DRAINAGE CONTROLLED COLLECTION
POINTS. AS NECESSARY, TO PREVENT INSTABILITY, PUMPING OR DISiURBED SUBGRADe CONDITIONS. OR
GENERALLY UNACCEPTABLE SUBGRADE CONDITIONS.
3. GROUNDWATER CONTROl.: SELECTION OF EQUIPMENT. MATERIALS AND METHODS SHALL BE
CONTRACTOR'S RESPONSIBILITY. ALLDEWATERlNG OPERATIONS AND DISPOSAL SHALL BE IN STRICT
ACCORDANCE WITH ALL LOCAL. STATE GOVERNMENT, AND THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATlON (OSHA) RULES AND REGULATlONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF DESIGN. INSTALLATlON. OPERATIONS. AND
MAINTENANCE OF DEWATERING SYSTEMS USED FOR THE CONTROL OF WATER LEVELS IN THE
PROTECTlED WORK AREA CONTRACTOR SHALL MODIFY HIS MErnoo OF DEWATERING OR AUGMENT HIS
DEWATERING FAClLmES AS NECESSARY TO ASSURE STABILITY FOR CUT SLOPES. ALLOW COMPACTlON
OF SUBGRADEAND TO EFFECTlVELY MAINTAIN THE AREA IN THE DRY. WATER FROM PUMPING
OPERATlONS SHALL BE CONTROLLED TO PREVENT ANY INTERFERENCE WITH OTHER WORK OR DAMAGE
TO SURROUNDING AREAS.
GROUNDWATER DRAWDOWN AND SEEPAGE CONTROL COULD BE ACCOMPLISHED IN SHALLOW
DEMUCKING OPERATIONS OR EXCAVATIONS USING GRADING. SUMP AREAS. AND PUMPING. EXCAVATIONS
INTO ClEAN ANE SANDS BELOW THE GROUNDWATER LEVEL MAY BE DIFFICULT TO CONTROL WITH SUMPS
AND PUMPS. GROUNDWATER LEVELS SHALL BE MAINTAINED 2 FEET BELOW PREVAlUNG GRADE IN AREAS
RECEIVING ENGINEERED ALL
4. SITE PREPARATION; ACTlVITlES SHALL INCLUDE SURFACE WATER REMOVAL. CLEARING. GRUBBING.
STRIPPING, GROUNDWATER CONTROL. OVER-EXCAVATlON OF UNSUITABLE MATERIALS. AND ALL
PLACEMENT AND COMPACTION. CLEARING SHALL CONSIST OF THE COMPLETE REMOVAL OF TREES,
FALLEN TlMBER, BRUSH, V1EGETATlION, DEMOUTlON OF EXISTlNG STRUCTURES AND IMPROVEMENTS, ETC,.
GRUBBING SHALL CONSIST OF THE REMOVAL OF ALL SiUMPS. ROOTS. BURIED LOGS, IAIIDERGROLIND
IMPROVEMENTS. ETC. STRIPPING INCLUDES COMPLETE REMOVAL OF LOW-GROWING VEGETATlON.
ORGANIC TOPSOILS, PEATIMUCK (PT). AND CONCENTRATED ROOT ZONES AND ROOT MATS. ALL
UNSUfTABLE MATERIALS SHALL BE REMOVED FROM WITHIN 5 FEET OF ANY AREA ON THE SITE THAT IS TO
BE ALLED.
AREAS TO RECEIVE ENGINEERED FILL SHALL BE PROOF-ROLLED TO IMPROVE THE OVERALL UNIFORMITY
AND BEARING CONDmONS OF THE NEAR-8URFACE SOILS. INITIAL COMPACTION OPERATlONS SHALL
CONSIST OF AT LEAST 4 OVIERLAPPING PASSES IN EACH DIRECTION WITH ASELF-PROPELLED ROLLER.
PROOFROLLING SHALL CONTlNUE UNTILALL SOFT, WET. OR YIELDING AREAS HAVE BEEN IDENTIFIED.
OVER-EXCAVATED. AND BACKFILLED WITH APPROVED ALL THE PREPARED SURFACE SHALL BE KEPT
DRAINED AND NOT SCARIFIED UNTIL JUST PRIOR TO FILL PLACEMENT TO MINIMIZE SAiURATlON FROM
RAINFALL EVENTS. PRooF-ROWNG SHALL OCCUR AFTER CUTTlNGAND BEFORE ALLING.
5. FILL MATERIAL;
GENERAL FILL: GENERAL ALL SHALL CONSIST OF SOILS CLASSIFIED AS FINE SAND (SP), SUGHTLY SILTY
SAND (SP-BM). SUGHTL Y CLAYEY SAND (SP-SC), SILTY SAND (SM). AND CLAYEY SAND (SC~ SOILS
CLASSIAED AS SM OR SC WITH ANES CONTENT GREATER THAN 20 PERCENT WILL BE MORE MOISTURE
SENSITIVE AND DIFFICULT TO PLACE AND COMPACT. FILL SHAU. BE FREE OF ROOTS. LOGS, REFUSE,
BRUSH. SOD. OR ORGANIC AND/OR PERISHABLE MATERIALS, MUCK OR OTHER HIGHLY ORGANIC
MATERIAL, ROCKS, COBBLES. BOULDERS. OR CEMENTED FRAGMENTS HAVING A DIMENSION LARGER
THAN 2 INCHES.
FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES IN LOOSE THICKNESS. EACH LIFT
SHAU. BE COMPACTlED WITH SELF-PROPEl.LED EQUIPMENT TO ACHIEVE AT LEAST 95 PERCENT OF THE
STANDARD PROCTOR (ASTM 0 698) MAXIMUM DRY DENSITY. MOISiURE CONTENT OF THE FILL SOILS
SHALL Be REDUCED AS NECESSARY BY DRYING AND/OR MANIPULATlON TO ACHIEVE THE DESIRED
COMPACTION. THE FlWNG AND COMPACTION OPERATIONS SHALL CONTINUE IN UFTS UNTIL THE FINAL
DESIGN GRADE IS ACHIEVED. IFWAl..K-BEHIND OR HAND-OPERATED COMPACTION EQUIPMENT IS USED.
THE LIFT THICKNESS SHALL BE REDUCED TO B INCHES. COMPACTION REQUIREMENTS MAY BE REDUCED
TO 90 PERCENT OF STANDARD PROCTOR IN THE LOWER LIFTS AT THE DISCRETION OF THE DISTRICT
PROJECT MANAGER.
PRIOR TO INmATlNG COMPACTION OPERATIONS. REPRESENTATIVE SAMPLES OF THE FILL MATERIAL
SHALL BE COLLECTlED AND TESTED TO DETERMINE THEIR CLASSIFICATION AND COMPACTION
CHARACTERISTlCS. THE MAXIMUM DRY DENSITY. OPTIMUM MOISiURE CONTENT. GRADATlON AND
PLASTlCITY CHARACTERISTlCS SHALL BE DETERMINED.
AT THE DIRECTION OF THE DISTRICT PROJECT MANAGER. LIFT THICKNESSAND COMPACTION
OPERATlONS CAN BE SUSPENDED UNTIL SUFFICIENT ALL HAS BEEN PLACED TO BRIDGE THE DlSiURBED
SUBGRAlOE. AFTER SUFAClENT FILL HAS BEEN PLACED. COMPACTlON OPERATlONS SHALL BE RESUMED
TO COMPACT THE INCREASED LlFTTH/CKNESS.
ORGANIC SOILS' (PT) AND ANY SANDY CLAYS (CL OR CH) SHALL BE CONSIDERED UNSUITABLE N3
ENGINEERED FILL THESE SOILS SHOULD BE DISPOSED AS DIRECTED BY THE DISTRICT.
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6
OVER-EXCAVATlON AND BACKALL: MUCKlPEAT (PT) PRESENT AT SUBGRADE LEV1ELS SHALL BE
COMPLETELY REMOVED AS DIRECTED BY THE DISTRICT PROJECT MANAGER. ADDmONAL
OVER-EXCAVATlON SHALL BE PERFORMED N3 NECESSARY TO IMPROVE BEARING CONDmONS AS
DIRECTED BY THe DISTRICT PROJECT MANAGER. OVER-EXCAVATED AREAS SHALL BE BACKFILLED WITH
FINE SAND (SP~ OR SUGHTLY CLAYEY SAND (SP-SC). TOACHIEVE THE COMPACTION REQUIREMENTS: IT
MAY BE NECESSARY TO OIIER-EXCAVATE LOOSE. DISTURBED, DR PUMPING SANDS AND BACKFILL WITH
ANE SAND (SP) OR CLAYEY SAND (SP-SC) WHICH HAS A MOISTURE CONTENT AT OR BELOW OPTlMUM.
REFER TO INUNDATED OR DISTURBED CONDmONS ABOVE.
7. UNSUfTABLE MATERIAL: ORGANIC SOILS, MUCKlPEAT (PT), AND CLAY (CL OR CH) SHALL NOT BE USED
AS GENERAL FILL.
6. THE SIDE SLOPES SHALL BE Cur. FILLED. AND SHAPED TO THE GEOMETRY. LINES AND GRADES SHOWN
ON THe CONSTRUCTION DRAWINGS. PRIOR TO PLACEMENT OF ALL MATERIAL, THE SURFACE OF THE
PREVIOUSLY COMPACTlED UFT SHAll BE THOROUGHLY SCARIAED AND MDISiURE CONDmONED N3
NECESSARY TO BOND TO OVIERLYlNG MATERIAL. EMBANKMeNT MATERIALS SHALL BE THOROUGHLY
MIXED (BY DISKlNG OR HARROWING) AND SPREAD BY BULLDOZERS OR OTHER APPROVED MEANS IN
APPROXIMATlELY HORIZONTAL LAYERS NOT TO EXCEED 12 INCHES IN LOOSE THICKNESS.
IF ANY PART OF THE SIDE SLOPE. WEIR FOUNDATlON OR CANAL CROSSING IS FOUND TO BE
CONSTRUCTlED OF UNSUITABLE MATlERIALS, OR OTHER FAULTY CONSTRUCTION IS EVIDENT,
CONTRACTOR SHALL REMOVE AND RlEBUILD THAT PORTION OF THE LEVEElBENCH IN ACCORDANCE WITH
THE CONTRACT SPEClFICATlONS. ANY SECTION OF THE LEV1EEJBENCH REQUIRING RECONSTRUCTION
SHALL BE PERFORMED WITHOUT ANY ADOmONAL COST TO DISTRICT.
GRADING TOLERANCES SHALL BEAS FOU.DWS:
POND AND WlETLAND GRADES
OPEN AREAS;
CONCRETE:
+ 0.15 FT
+/-O.211PT
+/- 0.04 FT
9. QUALITY CONTROL TESTlNG: THE DISTRICT SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER
AND SOIL- TESTlNG LAB TO PERFORM SITE INSPECTIONS. SOIL PROBES. VISUAL SOIL CLASSIFICATION.
FIELD DENSITY TESTS, LABORATORY SOIL COMPACTION TESTS. AND MOISiURE CONTlENT
DETERMINATlONS TO VERIFY COMPLIANCE WITH THESE SPECIFICATlONS. LABORATORY TESTS SHALL BE
PERFORMED AS NECESSARYTO CLASSIFY THE SOILS. THESE MAY CONSIST OF VISUAL, LIQUID AND
PLASTlC UMfTS (ATTERBERG LIMITS). GRAlN-SIZEANALYSIS. ORGANIC CONTlENT, AND MOISTURE
CONTENT. CLASSIRCATlON OF SOILS SHALL BE ACCORDING TO THE UNIAED SOIL CLASSIFICATlON
SYSTEM (ASTM 0 2487). THE NECESSITY AND FREQUENCY OF THESE TESTS SHALL BE AT THE DIRECTION
OF DISTRICT'S PROJECT MANAGER.
FIELD DENSITY TESTS SHALL BE PERFORMED BY EITHER THE DRIVE CYLINDER METHOD (ASTM 0 2937) OR
NUCLEAR METHOD (ASTM 0 2922~ PENETRATlON TEST PROBES WlLLALSO BE PERFORMED AS NEEDED
TO V1ERIFY THE UNIFORMITY OF COMPACTlON. STANDARD PROCTOR TESTS SHALL BE PERFORMED FOR
EVERY 500 CUBIC YARDS OF MATlERIAl., WHENEVER CHANGES IN SOIL COMPOSITlON ARE OBSERVED DR
ON NEW MATERIAL FROM A DlFFERENfT SOURCE. GEOTECHNICAL ENGINEER SHALL VERBALLY REPORT
FIELD DENSITY TEST RESULTS TO DISTRICT'S PROJECT MANAGER ON THE JOB SITE AS SOON AS
PRACTICAL. WRITTEN TEST REPORTS SHALL BE SUBMITTED BY THE GEOTECHNICAL ENGINEER TO
DISTRC1'S PROJECT MANAGER OFRCE WITHIN ONE (1) WEEK FOLLOWING THE FIELD TEST. ANY FAlLING
TEST RESULTS SHALL BEACCDMPANIED BY RETESTS SHOWING PASSING RESULTS AT NOADDmONAL
COST TO THE DISTRICT.
CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THE TESTlNG BY GIVING ADVANCE NOTICE
(MINIMUM 24 HOURS) TO THE DESIGNATED CONTACT OF THE GEOTECHNICAL ENGINEER WHEN SERVICES
ARE REQUIRED. ALL FIELD AND LABDRATORYTESTlNG SHALL BE PERFORMED UNDER THE DIRECTION OF
THE GEOTECHNICAL ENGINEER. THE RESPONSIBILITY OF THE GEOTECHNICAL ENGINEER WILL BE TO
ASSIST DISTRICT IN QUALITY ASSURANCE OF ALL SITE WORK.
10. ALL CLEARING MATERIAL O,E.: TREES, SHRUBS, ROOTS, STRIPPINGS, ETC) SHALL BE DISPOSED OF BY
BURYING 0N-s1TE (WITHIN THE DESIGNATED DISPOSAL AREAS.
11.ALL EARTHWORK SHALL COMPLY WIrTH THE REQUIREMENTS OF FLORIDA STATUTES CHAPTER 553, PART
III, TRENCH SAFETY ACT. ALL TRENCH EXCAVATIONS. SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY
ACT (SECTIONS 553.lIO-553.llol, FLORIOA STAiUTES)AND OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) TRENCH EXCAVATlON SAFETY STANDARDS. 29 C.F.R S. 1926.650, SUBPART p,
INCLUDING ALL SUBSEQUENT PROVISIQNS OR UPDATES TO STANDARDS AS ADOPTED BY THE FLORIDA
DEPARTMENT OF LABORAND EMPLlDYMENT SECURITY (DOLES~
AlENAME: dnOOgOOJ_352123.dgn PLOT DATE: 711612008
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M101NAlDRAWlNG.
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DATE JULY 2009
PROJ 352123
DWG G-2
SHEET
PLOTTlME:
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2
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6' HIGH CHAIN LINK FENCE
WI BLACK VINYL COATING
& 14' WIDE CANTIlEVER GATE
CANAL EROSION PROTECTION
COMPRISED OF SHEET PILE WALLS
AND'RIP RAP
"!UP EL . 10.75 I BOT EL . 6M)
WEnAND'OVERFLeWWEIR
6" RElNltCONC-
"WCIR E1.' 6.75
",BOT WIDTH .'30'
WEnAND DRAWDOWN STRUCTURE
TYPE "Ii" OBI
FOOT INDEX 232
TOP = B.7.5
54' SLOT EL ='6075
CANAL CROSSING
6" REINF CONC DRIVE &
.CONC BOX CULVERT
(5'Hxl2'Wx3D'L)
SE INY EL. 7.0
'NW INY EL . 6.9
SYSTEM INTAKE WITH
BYPASS WEIR
SHEET.PlLE WALL WI CONC CAP
TOP EL. 15.0
WEIR EL. 10.75
WEIR WIDTH. 12.0'
MAINTENANCE DR~&DEBRIS SCREEN
6" REINF CONCMAlNTENANCE DRIVE
(BOTTOMEL . 6.0) TO ACCESS
CHAIN LINK FENCE DEBRIS
SCREEN (TOP EL. 12.0)
RIPRAPJIYP)
11
5
J
lDD-YR FLOODPLAIN EL
'- IS CONTAlNElXwrrHIN
CANAL SEE NOTE 3.
14 SLOPE@ 10;1 (MIN)
15 TO NATURAL GRADE
(TYP)
~ BUFFER
(TYP)
POND
WATER EL = 7.0
lOP . 14.0 I BOT. 0.0
1lJD.VR FP EL . 13.39
NOTES
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1. THE PROPOSED STDRMWATER TREATMENT AREA IS DESIGNED TO PROVIDE POLLUTANT
REMOVAL AND FLOOD ATTENUATION FOR SOLARY CANAL PRIOR TO DISCHARGE INlD LAKE
JESUP. REFER TO THE WATER QUALITY AND STORMWATER MANAGEMENT REPORT FOR
POLLUTANT REMOVAL AND STORMWATER ROUTING CALCULATIONS.
2. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF WORK & DEWATERING PLAN ON
DWG C-2. MODIFICATIONS TO THIS PLAN SHALL BE COORDINATED WITH PROJECT OWNER
3. PER THE LATEST FEMAFIRM MAP (12117CD160F, 9128107), THE lDD-YEAR ZONE AE FLOODPLAIN
ELEVATIONS ARE CONTAINED WITHIN SOLARY CANAL THROUGHOUT 'THE ENTIRE SITE.
HOWEVER. THE SAME FIRM MAP INCORRECTL V SHOWS THE BOUNDARY OF THE FLOODPLAIN
EXCEEDING THE LIMITS OF THE CANAL ADDmONALL \': THE FEMA FLOODPLAIN BOUNDARY
CONTRADICTS ACTUAL CONDmONSAS PRESENTED IN THE TOPOGRAPHIC SURVE\':
THEREFORE FOR CLARITY, THE FLOODPLAIN BOUNDARY IS NOT SHOWN AND THE 100-YEAR
FLOODPLAIN IS ASSUMED TO REMAIN WITHIN THE TOP OF BANKS OF THE CANAL
4. SEE DWG C-3 FOR WEnAND IMPACTS TO SOLARY CANALAND THREE SMALL ISOLATED
DEPRESSIONAL WETlANDS.
5. ELEVATIONS AND FLOWS AT KEY LOCATIONS WITHIN THE CANALAND TREATMENT SYSTEM ARE
INDICATED ON THIS PLAN AND SHOWN IN TABLE 1. AS SHOWN, THE POST-DEVELOPMENT
ELEVATIONS AND FLOWS ARE LESS THAN UNDER PRE-DEVELOPMENT CONDmONS.
6' HIGH CHAiN LINK
6LACK VINYL FENCE
AT PROPERTY LINE
(TYP)
BREAK IN
FENCE
FOR CANAL
,
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o 60 120
ra.............,}.
160
,
l'=6D'
PROPERTY LINE
& 6' HIGH CHAIN
LINK FENCE
60' 6'
LlTORAL & SLOPE
PLANTINGS (TYP)
CD
C-l
SECTION
POND CROSS-SECTlON
NTS
PROPIERTY LINE
& 6' HIGH CHAIN
LINK FENCE
MICRO
POOL
VARIES
40.5' VARIES
f2\ SECTION
\V WEnAND CROSS-SECTlON
C-1 NTS
MICRO
BOTTOM
EL. 0.0
TABLE 1 - CANAL AND TREATMENT SYSTEM DESIGN FLOW & ElEVATIONS
NORMAL EXISTING DESIGN
BASE FLOW PRE-DEVELOPMENT POST-DEVELOPMENT
l00-YR,24-HR lDD-YR, 24-HR
10 DESCRIPTION ElEV FLOW ELEV FLOW ELEV FLOW
FT-NGVD CFS FT-NGVD CFS FT-NGVD CFS
0 SOUTH P.L 6.3 0.6 15,16 465.71 15.12 465.77
0 POND ENTRANCE 7.2 0.6 13.57 465.47 13.39 465.77
@ POND TO WETLAND 13.39 322.64
0 WEnAND TO CANAL 12.20 313.47
@ BYPASS WEIR 7.2 0.6 13.57 465.47 12.14 146.46
0 NORTH P.L 6.4 0.6 12.17 463.61 . 11.77 445.9B
ELEVATIONS ARE BASED ON CURRENT LAND USE CONDITIONS.
FIlENAME: dn05c001_352123.dgn PLOT DAlE: 7/1&'2008
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TREE PROTEC710N
FENCING (TYP)
CONSTRUC71ON
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AREA(TYP)
TREE PROTECTION FENCING (TYP)
'V STAKEDT-URBIDITY BARRIER
, 9
SYSTEM BYPASS WEIR
MAINTENANCE DRIVE
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Scale in Feet
GENERAL NOTES
1. THIS PlAN PRESENTSAPROPOSEDSECUENCE OF
WORK FOR SITE PREPARATION, EXCAVATION AND
INSTAUATlON OF SITE INFRASTRUClURE. THE
SEQUENCE OF WORK IS INTENDED TO MINiMIZE
IMPACTS FROM LAND CLEARING ACTIVITiES.
DEWATIE~NG OPERATIONS. AND STORM SURGES.
2. THE SEQUENCE OF WORK CAN BE MODIFIED TO
ACCOMMODATE CONSTRUC710N PRACTICES AND
SCHEDUUNG, SUBSURFACE CONDmONS. STORM
EVENTS AND OTHER SUCH UNFORESEEN CONDmONS.
MODIFICATIONS TO THE SEQUENCE OF WORK SHA1.L
BE COORDINATED WITH PROJECT OWNER
3. THE EXISTING CANAL FLOW SHA1.L NOT BE
INTERRUPTED BY THE SYSTEM BYPASS SHEET-PiLE
WEIR UNTIL THE POND, WETlLAND AND OVERFLOW
STRUCTURES ARE CONSTRUCTED. THIS WILL
PREVENT NORMAL CANAL FLOW AND STORM FLOW
FROM INTERFERING WITH CONSTRUCTION OF THE
POND AND WETlLAND UNTIL THEY CAN HANDLE SUCH
FLOWS.
4. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING
AND SUBMITTING A DETAiLED DEWATERING PLAN TO
THE FLORIDA DEPARTMENT OF ENVIRONMENTAL
PROTEC'TlON. THE PROPOSED CONTRACTOR'S PLAN
SHALL TAKE INTO ACCOUNTTHE SEQUENCE OF WORK
BELOW.
POND
WATER EL. 7.0
TOF . 14.0 I BOT. 0.0
- - - - - - - - - - - - -- - - - <- -T - - - - - - - - - - - - - - - -\- -.- - - - --
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\
SEQUENCE OF WORK & DEWATERING INFORMATION
f1\ INSTALL CONSTRUC710N ENTRANCE, TREE FENCE AND SILT FENCE EAST OF
~ THE CANALAND PREPARE CONSTRUC710N STAGING AREAAND LOCATE
CONSTRUCTION TRAILER PER CWG 0.3. INSTALL TURBIDITY BARRIERS WITHIN
THE CANAL PER CWG G-3.
f2\ INSTALL BOX CULVERT AND CONCRETE DRIVE FOR CONSTRUCTION ACCESS
'-=./ TO WEST SIDE OF SITE. IF NEEDED. CONSTRUCT SMALL COFFER DAM AND
PUMP TO CONVEY THE NORMAL CANAL FLOW OF 0.8 CFS AROUND THE
CONSTRUC710N AREA PLEASE NOTE THAT THE MEAN ANNUAL STORM
(2-YEAR, 24-HR) PRODUCES APPROXIMATELY 220 CFS OF FLOW. THEREFORE.
THE PUMP SHOULD BE SIZED TO HANDLE FAiRLY LARGE FLOWS, BUT NOT
NECESSARILY AS LARGE AS THE MEAN ANNUAL STORM EVENT.
f3\ INSTALL TREE FENCE AND SILT FENCE ON WEST SIDE OF CANAL PER DWG G-3.
'G THEN CLEAR & GRUB AND REMOVE TREES AS NECESSARY.
f4\ INSTALL THE EROSION PROTEC71ON, SHEET PILE WALLS & RlPRAP. AT THE
\:Y WETLAND TO CANAL OUTFALL PER OWG 0.11. THIS AREA WILL RECEIVE ALL
DISCHARGE FROM DEWATERING OPERATIONS AND THEREBY PROTECT THE
CANAL FROM EROSION. PER ITEM 2. A COFFER DAM AND PUMP MAY BE
INSTALLED TO CONVEY THE CANAL FLOW AROUND THE CONSTRUC71ON AREA.
f5\ DEWATER AND EXCAVATE THE WETLAND TO ELEVATION 8.0. WHICH IS 1.2.5 FT
\!:..I HIGHER THAN THE DESIGN WATER LEVEL IN THE CANAL. THE PARTIALLY
EXCAVATED WETlLAND WILL SERVE AS ASEDtMENT BASIN FOR THE
DEWATERING ASSOCIATED WITH THE POND EXCAVATION. AFTER
DEWATERlNG/EXCAVATlON OF THE POND IS COMPLETE. THEN THE SILT WILL
BE REMOVED FROM THE WETLAND AREAAND THE AREA DEEPlENED TO
FINISHED GRADE PER ITEM 9.
o
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CONSTRUCT THE WETlLAND OVERFLOW WEIR AND CONTROL STRUCTURE.
DEWATERAND EXCAVATE THE POND. THE POND DEWATERING DISCHARGE SHA1.L BE
PUMPED INTO THE WEST END OF THE PARTIALLY EXCAVATED WETLAND. THE WETlLAND
CONTROL STRUClURE WILL ALLOW FORA CONTROLLED RELEASE TO THE CANAL. THE
OVERFLOW WEIR WILL SERVE AS A SECONDARY MEANS OF CONVEYING DISCHARGE TO
THE CANAL
CONSTRUCTTHE POND OVERFLOW WEIR AND CONTROL STRUCTURE.
REMOVE SILT FROM PARTIALLY EXCAVATED WETLAND AND EXCAVATE TO THE
FINISHED DESIGN GRADES. TO MINIMIZE EROSION TO THE SIDE SLOPE OF THE MICRO
POOLS, SLOWLY FILL THE MICRO POOLS WITH WATER PRIOR TO FILLING THE ENTIRE
WETlLAND.
/.jQ\ AANFTED BYPASSR CONSTRWEUICTlR TONHEOFMATHINTEEPONNANDCANE DRJVED WETlLANAND D'EBRI'NSTALL THEENSHEETU-PL ILAJLSE SYOSTEBEM
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THE EXISTING PERIMETER BARBED-WIRE FIEUD FENCE SHA1.L REMAIN UNTIL IT IS
REPLACED BY THE PROPOSED CHAIN UNK FENCE AND GATE. THE FENCE CAN BE
INSTALLED AT ANYTIME DURING THE CONSTRUCTION SEQUENCE.
r.::-. REMOVE CONSTRUCTION TRAILER, CONSTRUC71ON ENTRANCE, SILT FENCE AND TIREE
~ PROTECTION FENCING. BAHIA SEED AND MULCH THE ODNTRACTOR STAGING AREA
AND REMOVE ANY DEBRIS.
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NOTES
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1. PROPOSED POND AND WETLAND SHOWN DASHED.
2. CONTRACTOR IS RESPONBlLE FOR PREPARING A
STORMWATER POLLUTION PREVENTION PLAN
FOR A GENERIC PERMIT FOR STORMWATER
DISCHARGES FOR SMALL AND LARGE
CONSTRUCTION ACTIVITIES.
3. THE SILT FENCE AND TREE FENCE SHALL BE INSTALLED
PRIOR TO CONSTRUCTION ACTIVITIESAND REMAIN UNTIL
CONSTRUCTION IS COMPLETE AND ALL DISTURBED
AREAS ARE STABIUZED PER THE SPECIFICATIONS.
4. CONTRACTOR SHALL OBTAIN A CERTlAEDARBORlST TO
SUPERVISE THE PRUNING OF ALL TREES DURING
CONSTRUCTION. CONTRACTOR'S ARBORIST SHALL
CDNSULTWITH THE CITY OF WINTER SPRINGSARBORlST.
5. THE CONTRACTOR SHALL CONTACT THE CITY ARBORIST
10 INSPECT THE TREE PROTECTION FENCING AFTER
INSTAllATION.
6. IF ADDmONAl CONTROL MEASURES ARE NECESSARY
BEYOND WHAT IS DEPICTED HEREIN. THE CONTRACTOR
SHALL COORDINATE SUCH MODIFICATIONS WITH THE CITY
INSPECTOR AND PROJECT OWNER.
7. NO GRADE CHANGES SHALL BE
PREFORMED WITHIN SILT FENCING
OR TREE PROTECTION FENCING
UNLESS SPECIAED ON THE PLANS
OR IF TEMPORARY DISPlACEMENT
IS REQUIRED DURING
CONSTRUCTION.
B. TREE BARRICADES SHALL BE
INSTALLED AT THE CANOPY DRIP
LINE WHERE POSSIBLE AND NO
CLOSER THAN 10 FT FROM
SIGNIFICANT TREE TRUNKS.
9. ENCOUNTERED TREE ROOTS SHALL BE
CUT CLEANLY.
6
6
o IlO 120
~--
Scale In Feet
TABLE 1 - CLEARING & WETLAND IMPACT SUMMARYTABLE
AREA
TOTAL SITE AREA
TOTAL ONSITE WETLANDS
TOTAL CLEARING AREA
TOTAL UNDISTURBED AREA
WEltAND IMPACT AREA IJ1
WEltAND IMPACT AREA #2
WEltAND IMPACT AREA #3
WEltAND IMPACT AREA #4
WEltAND IMPACT AREA 116
WEltAND IMPACT AREA i/6
TOTAL WETLAND IMPACT
ACRES
28.90
0.82
18.34
10.56
0.D69
0.027
0.1lB2
0.137
0.069
0.006
0.39
PERCENT
l00.llll%
2.84%
83-48%
36.54%
0.24%
0.09%
0.21%
0.47%
0.31%
0.02%
1.35%
TABLE 2 - TREE REMOVAL SCHEDULE
TREE lYPE
e OAK
4 PALMS
DIAMETER TOTAL NO.
12" 17
15' 3
18" 10
24" 4
36" 6
40" 0
48" 3
TOTAL 42
>12" 53
o OTHER SPECIES
B"
10"
12"
15"
24"
1
3
7
11
3
25
TOTAL
CITRUS GROVE N/A
TOTAL TREES TO BE REMOVED:
SAC +/-
120
NOTES:
1. TREES WERE LOCATED AND IDENTlAED BY
WEIDNER SURVEYING & MAPING IN JANUARY 2005.
2. ONLT bt:Nt:KAL I liCE DESCRIPTJONS-(I.E:,"5AK,
PINE. PALM) WERE PROVIDED BYTHE SURVEYOR.
3. UNLESS OTHERWISE IDENTlAIED. ALL OAKS ARE
3B" DIA, ALL PALMS ARE 12" DIA, AND ALL
UNIDENTIAED TREE SPECIES ARE 15" DIA.
TABLE 3 - PROTECTED TREE SCHEDULE
TREE lYPE DIAMETER TOTAL NO.
OAK 8" 4
10' 5
12" 20
15' 10
18" 24
20" 1
24" 47
'Er 1
30" 7
3B" 66
40" 7
48' 14
50' 1
55' 1
80" 1
68" 1
TOTAL 211
PALMS > 12" 139
B" 1
OTHER SPECIES 10" 1
12" 4
15' 3
18" 4
24" 4
30" 2
TOTAL 19
TOTAL PROTECTED TREES: 369
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TOTAL LENGlH m151'
TOPCAPEL~15:00 '~'
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4
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TOP SHEET EL = 10.25
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SHEET PILE WEIR
TOTAL lENGlH = 102'
(WEIR NOT INCLUDED)
TOPCAPEL=15.oo @
TOP SHEET EL . 14.llO
BOTSHEET a- (.)3.50 . C-14
N 8267.64
E 1486a.22
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EL= 15.00
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10'
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100'
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5
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7.5'
11.5'
I~
1/ . WATER EL
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2
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6.75
11.5'
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SECTION - WETLAND OVERFLOW WEIR
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N 6603.92.\'
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CLASS II RIFRAF
d50 SIZE=12"
2.5' THICK
~
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COVER MINIMUM
TOP CAP
I EL=12.50
J /SHEET PILE
/ WALL~
~
EL=6.40
SHEET FILE WALL @
TOTAL LENGTH=70'
TOP CAP EL=12.50 0.14
TOP SHEET EL=12.aO
BOT SHEET EL=(-)4.00
CE)
WETLAND DRAWDOWN STRUCTURE
TYPE "H" OBI W/2-GRATE STEEL TOP
PER FDOT INDEX 232
TOP EL = 6.75
NW&SE 12" SLOTTED SIDE WEIR EL=6.75
SW DUEL 16" SLOTTED FRONT WEIR EL-6.75
NE DUEL INV FOR 15" RCF-6.50
63'-(2) 15" RCP
@O.16%
CUT OPENING FOR PIPES
IN SHEET PILE WALL
PER DETAIL RIGHT
r BELL SECTION
OF PIPE
CUT OPENING IN SHEET PILE FOR
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NTS
WETLAND DRAWDOWN STRUCTURE CROSS-SECTION
CLASS I R1PRAP .../
d50 SiZE06"
1.5' THICK N 6562.53
~ E 14305.37
20
30
I
SKIMMER 1.T
TOP EL = 9.75
1 1
111' I
17.58'1
1 1
1 1
CE)
WETLAND DRAWDOWN STRUCTUR
TYPE "H" OBI W/2-GRATE STEEL TOP
PER FOOT INDEX =
TOP EL = 6.75
NW&SE 12" SLOTTED SIDE WEIR EL-6.75
SW DlUEL 16" SLOTTED FRONT WEIR EL-B.75
NE DUEL INV FOR 11l" RCP-B.&l
INV EL = 5.75
INV EL = 5.5
ALUMINUM POST
SET IN CONCRETE, 1YP
PROFILE VIEW
91'
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EL = 8.75
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~
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EL = 6.75
WEIR DETAIL
SWVlEW
WEIR DETAIL
NW&SEVlEW
NTS
S-3 - WATER CONTROL STRUCTURE DETAIL
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PER DWG C.17 ~
TIE TO GRADE AT 1 D:l
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2
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~
SHEET PILE
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TIT OF SHEET EL'
PROFILE VIEW
'SEE PlAN FOR ElEVATIONS
r:j\ SHEET PILE WALL DETAIL
U NTS
2
3
4
5
MINIMUM
PHYSICAL PROPERTIES
6
POST OPTIONS:
SOFlWOCO 2-112" DIA
SOFlWOCO 2">01"
HARDWOOD 1-112" )(1-112'
51EEl. 1.33 LB5/FT
SECTION
MOOUL1J5
~~~IA 144.3;n41ft
WEIGHT
PER PILE
~1G:rALL 22.02lb1ft 2
NOTE: SKYliNE STEEL CORPORATION
OESIGN SPECIFICATIONS OR
EQUIVALENT.
OPTIONAL POST POSITIONS ~
1~:~PRlNCIPLE POST POSITION
:;;' I r (CANTED 20" TOWARD FLOW)
0,
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FLOW
SIDE SLOPE BOTTOM SIDE SLOPE
VARIES VARIES VARIES
PLAN VIEW
4ll.38lb1ft
w
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EXISTING PAVEMENT
ORAPPROVEO
ACCESS POINT
u
ELEVATION
;.,
'it
FRIEE DRAINING
EXCAVATED MATERiAl
NOTES:
1. ADDITIONAl. GRAVEL MAY HAVE 1'0 BE ADDED PERIODICAlLY
1'0 MAINTAIN PROPER FUNCTION OF l'HE PAD.
SECTION
PLAN VIEW
GRAVEL CONSTRUCTION ENTRANCE
TYPE III SILT FENCE
@125-1~
I'ITS
I'ITS
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~i;"~L_I~_____~__l
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NOTES:
1. NO GRADING WITHIN BARRIER
2. PoNY ROOTS GREATER lHAN 1" DIAMETeR THAT ARE
DAMAGED OR EXPOSED SHALL BE CLEANLY CUT AND
COVERED OVER WITH SOIL
3. TREE BARRICADES WILL BE CONSTRUCTED BEFORE
WORK BEGINS.
4. TREE BARRICADES WILL REMAIN IN PLACE UNTIL
CONSlRUCTION IS COMPlETE.
5. STORAGE OF DIRT AND MATERIALS SHALL NOT BE
PERMITTED WITHIN TREE BARRICADES OR BEYOND
l'HE CONSTRUCTION UMITS.
6. TREE BARRICADES SHAlL ENClOSE AN AREA EQUAl
1'0 l'HE DRIP UNE WHERE POSSIBLE
~
1. STAKED TURBIDITY BARRIERS ARE IN ACCORDANCE WITH
FOOT INDEX 103.
2. STAKED TURBIDITY BARRIERS ARE 1'0 BE USED IN THE CANAl..
TO DEFINE THE WORK UMITS AND PREVENT ooWNS1REAM
SEDIMENT DISCHARGE
STAKED TURBIDITY BARRIER
I'ITS
@125-1~
TREE PROTECTION FENCING
I'ITS
@125-16'V
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3
MINIMUM WEIGHT WEIGHT WEIGHT STANDARD
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TIlICKNESS (POUNDS) (POUNDS) (POUNDS) (INCHES)
(INCHES)
lB 75 30 4 8
30 150 60 8 12
NOTES:
1. NO MECHANiCAl COMPACTION OF RlPRAP IS REQUIRED;
HOWEVER. WORK RlPRAP BEDDING AS NECESSARY TO
DISTRIBUTE IT AND TO EUMINATE DETRIMENTAL VOIDS.
AVOID OVERWORKING OR LONG PUSHES THAT RESULT IN
SEGREGATION OF PARTICLE SIZES.
2. GRADE SURFACE OF RlPRAP BEDDING FREE FROM
IRREGULARITIES AND TO TOLERANCES OF 0.2 FEET FROM
ESTABLISHED GRADE.
3. PlACE AND GRADE RIPRAP IN A MANNER THAT AVOIDS
SUBGRADE DISTURBANCE AND DISPlACEMENT OR DAMAGE
TO GEOTEXTlLE. DO NOT PUSH RlPRAP BEDDING DOWN SLOPE.
4. PlACE RIPRAP ON GEOTEXTILE WITHOUT PUNCTURING OR DAMAGING
GEOTEXTILE. IF ACCIDENTALLY DAMAGED. REPAIR GEDTEXTlLE PRIOR
TO PROCEEDING.
ENSURE THAT AT lEAST 97'l\ OF TIlE MATERIAL BY WEIGHT IS
SMALLER THAN WEIGHT MAXIMUM POUNDS.
ENSURE THAT AT lEAST 50% OF TIlE MATERIAL BY WEJGHTIS
GREATER THAN WEIGHT 50% POUNDS.
ENSURE THAT AT lEAST 9ll% OF TIlE MATERIAL BY WEIGHT IS
GREATER THAN WEIGHT MINIMUM POUNDS.
BUlK SPECIFIC GRAVITY: MINIMUM 2.40 (150 POUNDS
PER DRY CUBIC FOOT).
4
{
TYPE "A" CONTRACTION JOINT,
SEE NOTE 1 AND 2
x
x
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CONCRETE PAVEMENT Ii CONTRACTION JOINT
ClASS 1 CONCRETE
3,500 PSI (MIN.)
~~
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5
6
TYPE "D ISOLATION
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TYPE "D"ISOlATION JOINT
EXISTING GRADE
~
TIlICKENED EDGE AT ASPHALT CONNECTION AND
ADJACENT TO STRUCTURES
NOTES:
1. CONTRACTION JOINT 5HALL BE MADE, CLEANED WITH COMPRESSED AIR,
AND FILlED WITH SEAlANIT AS SPECIFIED.
2. CONCRETE JOINT SPACING: AS SHOWN OR MAXIMUM 15'>< 15'.
3. INSTALL 1/Z' PREMOLDED JOINT FIlLER FULL DEPrn WHERE CONCRETE
PAVEMENT ABUTS CONCRETE CURB. BUILDING OR ANY RIGID STRUCTURE-
4. TIlICKENED EDGES SHALL BE PlACED PER DRAWINGS.
@127-92~
CONCRETE PAVEMENT
Q213-240)
NOTES:
1. BRACE AND TRUSS
ROD REQUIRED AT
GATES AND SIDE
OF ALL CORNER
POSTS.
2. FABRIC ATTACHED
TO OUTSIDE Of
POSTS.
2" CHAIN LINK FABRIC
BLACK VINYL COATING
CORNER
POST, TYP
STRETCHER
BANDS, TYP
16" DIA CONC
CORNER BASE
318" TRUSS
ROD ASSEMBLY
TENSION WlRE
CHAIN LINK FENCE
.1
14' OPENING
BETWEEN POSTS
.1
z
N~
NOTES:
DETAIL ONLY A1PPLIES TO PERIMETER
FENCE, SEE CWG c-9 FOR DEBRIS SCREEN
SPECIFICATIONS
NOTE:
POST SETS PER MANUFACTURER'S RECOMMENDATIONS FOR GATE OPENING AND
GATE POST SIZES.
CHAIN LINK FENCE
---------.-
@231-41~
CANTILEVER SLIDE GATE
--------------
$231-42~
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NOTES
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ZONE 1
WETLAND PLANTlNGS
ZONE 2
LITTORAL PLANTINGS
ZONE 3
LITTORAL TRANSITION
PLANTINGS
ZONE.
SIDE SLOPE PLANTlNGS
ZONE 5
SIDE SLOPE SEEDING
,. SEE PlANTlNG SCHEDULE OWG C-18
FOR PLANT SPACING.
2. SEE DWG C-1) lR POND PLANTING
" PLAN
ZONE 5
SIDE SLOPE SEEDING
(TYP)
~--~
AlLDISTURBEDAREAS ~
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KEY
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LITl'ORAL PLANTINGS ...J
- Z
ZONE 3 :J: :s
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D..
ZONE5 U
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----------~----------------------------------------------------~
NOTES
1. SEE PlANTING SCHEDULE DWG C-18
FOR PLANT SPACING.
2. SEE OWG C-16 FOR WETlAND
PlANTING PlAN.
VERIFY SCALE
BAR 18 CItE INCH ON
ORIGINAL DRAWING
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376676 i
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Pl.nTTlUI=' 'In-.ln'.'1At All
2
WETLAND & POND PLANTING SCHEDULE
SCICNTIAC NAME
PLANTING
AREA
(ACRES)
PLANTS
PER
ZONE
SPACING
(FEET ON CENTER)
COMMON NAME
ZONE 1 - WETlAND PLANTINGS (DEPTH: -1 ro -1.75)
SCIRPUS VAUDUS SOFTSlEM BULRUSH
PONlEDERIA CORDATA PICKERELWEED
SAGITTARIA LANCIFOLIA ARROWHEAD
ELEOCHARlS CB..LULOSA SPlKERUSH
THALIA GENICULATA AWGATOR FLAG
SCIRPUS CAUFORNICUS GIANT BULRUSH
NUPHAR LUlEUM SPATlER DOCK
NYMPHAEA ODDFlATA WHITE WAlER LILY
0.29
0.24
0.27
0.29
0.27
0.24
0.24
0.20
3' 1404 PROPAGULE
"Z 2814 PROPAGULE
2" 2940 PROPAGULE
2' 3158 PROPAGULE
3' 1307 PROPII\GULE
3' 1162 PROPAGULE
5' 418 PROPAGULE
5' 348 PROPAGULE
ZONE2-LITTDFIALSHELFPLANTlNGS (DEPTH: Oro-l)
SCIRPUS PUNGENS
PON1EDERIA CORDATA
SAGITTARIA LANClFOLIA
CAREl( COMOSA
CAREl( WPULlFORMIS
CAREl( 5nPATA
THREESOUARE BULRUSH
PICKERELWEED
ARROWHEAD
LONGHAIR SEDGE
FALSE HOP SEDGE
OWLFRUIT SEDGE
0.11
0.11
0.11
0.11
0.11
0.11
3
2
2
3
3
3
532
1198
1198
532
532
532
ZONE 3 - LITTORAL TRANSITION PLANTINGS (DEPTH: 0 TO +1)
JUNCUS EFFUSUS
BACOPA MONNIER!
PANICUM HEMITOMON
SOFT RUSH
WATER HYSSOP
MAIDENCANE
0.24
0.24
0.24
3
3
2
1162
1162
2814
ZONE 4 - SIDE SLOPE PLANTINGS (DEPTH: +1 ro +3)
SPARTlNA BAKERI
MUHLENGERGIA CAPILLARIS
SAND CORD GRASS
MUHLY GRASS
0.28
0.28
3
3
1355
1355
ZONE 5 - SIDE SLOPE SEEDING (DEPTH: +1 ro rop OF SLOPE)
PASPALUM NOTATUM
N1A
BAHIA HYDROSEED
20'
20'
+4.0
+3.0
+2.0
+1.0
(WAlER ELEV) 0.0
-1.0
NOTES:
1. ELEVATIONS REFERENCED ARE RELATIVE TO WAlER LEVEL.
2. REPEAT PLANTING SEQUENCE THROUGHOUT ENTIRE ZONE.
PLANT SIZE
PROPAGULE
PROPII\GULE
PROPAGULE
PROPAGULE
PROPAGULE
PROPAGULE
PROPAGULE
PROPAGULE
PROPAGULE
PROPII\GULE
PROPII\GULE
N/A
20'
3
4
5
PLANTING NOTES
6
1. HaIYllllt and deliver planls only after planting ..... is pnBpBlBd .nd _lor dBIivBry sy&tam is operabIB,
2. - work undor fBvotabl. WBBther.nd soH moistu", conditions .. dBtBnT1Ined by 1_ _. PiBnting wll not bB conductBd during pariods when the mean .... tamparatu", i. bBlow 40 dog.....
F-.
3. WhBn plant m.1BriB1 from local populations is to bB uSlld. ConstnJotBd WallBnd planting operations _I bB cocrdinBlBd wiIh tho hlllV8Bting of tho _.nd v_ mlllllfiBl .. raquiAld to minimiz.
tho t.rnB from hBrvBBl to plBnting and irrigation.
4. RapIIolt unaalisladllly...... or POrtions - imlllBdiBtBly wt1an __ or at tho and of the mainIBnBncB pariod n. SBlisfadllly stand hBB nol b8an produCBd.
5. RapiBnt anti", ..... n IBliBfacIoIy stand doBB not _p by tho inspection dBIa for 8lBga of planting,
6. Control ci exotic or nuisance plant or animal.pedes that WOUld inhibit satisfactory growth of ptanted malarial.
7. - commanc:ing tho planting. it is tho AlBponaibllity of IhB Contraclor 10 B8BUAl that WBt8r Is _Ie and 081-. to tho Construcl8d WBllBnds. and that proviBion. for water control. water supply
to tho inial and WB1Br eval>llltion CBpBbmly .1 the outI8t.", adequ.te to cornpiaI& tho ant.irB planting cparation,
B. Tho plant dumps BhBIl bB handlBd co",fully Whon being dIvId8d and blIll8pOl\Bd to IhB blInBpIant sllB. Tho Contra_ shall bB I8Sponaibl. for maln1Blnmg son mol..... dUr1ng hBrvBBting and blInsport
of plant _Is 10 IhB _1hBt. _ tho plant IMVIvBI and vlBblJity BS opadfi8d.
9. ShIpmanIs fiom · oomman::IaJ IllIIlIBry supplying plant mBl8rtalS for planting tho ConstrudBd W_ Shall bB coordinated WIth planting of tho coIs so that mainIBnan08 of plant ITlB1Brt8Is prior 10
planting Is not ~ than 48 hoUIs.
10. AI plant .-rials shan bB k8pt moist and covBAld to protect fiom drying from tima of haMlSting. during blInsport, .nd until planted.
11. Tho ContrBdor will provid. . minimum &-lnch layer of topsoH In .ny..... of IhB _nd tltst will ba pIanlBd with rooted plants. TopsoH BhouId bB elBSn silty or sandy soli fnla from waeds, rodes. or oth.r
_.. BPproYBd by tho Eng"-.
12. For..ch call, daep zonas .hall bB p1BntBd first to mlnlrr/m soH BIOSlon .nd SlIdlmentatlon B1IBr planting p,-ratlon has occulTBd.
13. E"""ll"nt _tiand planta (bulrush, softrush. 1IITtJWt-o. blInslllonal mal1lh spacI... Btc.) shall ba p1.1IlBd In rnoIst to shallowly tIoodad (leas than 2 inchas of WBIBr depth) BOIls. Water O8pths shall ba
mainlainad during planting and InItJal pIBnt ....bishmant 1D .11ow optimal rooting condItlons. E""''lJBl1l_nd p1Bnta wH ba piBnlod by h.nd U81ng . shovel. .pad.. dibble. _, or 0_ method
- by tho EngQar. Th& planting loolsh.O ba usad to aBB1B. shallow hala In tho moist BlIbslrBt8 for planting. Th. haM """'I bB of sutIicIent dapth .nd width to ._the BntIre root mass to be
- without _,,"go or other damage. A...... quantity of. s1Bnd.rtlBlow-nlleaae plant fBrtIlIzBr, .. AlCOmmandBd by the Landscapa Contractor. shall ba pIacad at tho botIom of..ch hoIs. Planting
rows sI10uId be sI8ggarad so thBl cpan pathways BIong the - of _flow.... not _. Tho planta _ ba piantIld uprtght so tho juncticn bsI-. tho root CJ'OWJl .nd tho B1Bm or Iosf baaa Is at
tho ground surfBca. Mar piacenwW of tho plant In tho hoe. the hoe _I be col8lully _ BIOlJIld the plant rooIJI by ganIIy BPI'lYIr1l __10 the Bdgo of tho hoI& with tho _ or other maIhod ..
- by the En~. Anchorll1l oflhB plant plugs or dumps by mathods BUCh.. _ng In pIaca or oIharwIse llBClIrlng plant clumps Is Blthe dlrcnollon of tho ~.
14. lleap Aquatic Zonas: Submergad aquBtic planta sh.. ba piBl'I1ad In _lowly _ deap WBIBr zonas. Plant Propagul.. shall be weJghlBd wIth.n bon n.H or Blaple, or Bq1JlvaIant msIhod revl_
by the Eng_, so they will be In contact_the __.
15. Plants which hove boon JudgBd by tho Owner to ba darnagBd by mlshanding during the planting pIOCBSS shan ba repIacad at tho ~s _.
16. lis ImporlBnt that ftat grad.. "'" maintained IICICSllIhB ConatruclBd WelIBnd..... to promote BVBn distribution of walBr 10 .n p1.nlBd ...... _ _ng of tho ConBlnlcl8d WstI.nds. Disturbance
of slls 9'- from the prework conditions should be minimized.
17. All planting areas wUl be elher mntlnl.JCllJSjy or Intermtttendy flooded to maintain moist eoI rondItians unCIl plants have pueed Inspection and been accepted by the Owner. The application rates
and d8pths of tIoodlng .haII ba corriroIlad by the Contrador to maintain moist conditions for optimum growth of the _ pI.nts until Inspection and scceptence by tho Owner. Temporary Irrigation is to be
ooortlinB1sd _ tho Own....
18. - for Ismporary Irrigati", water conlaInmant ""BlI be Intagratad with tho planting worlt plan B<JCh thst ln1gBIIon can ba
supplied .t all sI8gas of planting. As sUCCllBslva ...... ""' p/BI1tBd snd supplied with IBmporary IrrtlBUoo WBlBr. tho _mant
_... separatiru BBOh ..... planlBd previously shaH be compIBlBIy 1BIl1lMld, Tarnporary IrrigstIon WBlBr ccntroIlIIld containment
_. shBI not _", _ subseqUBnt planting sI8gas.
19. AI_control acfMtias _ be ccnducIed without CBUBlng sub8tantialaroolon d-.- or_...u.... of silo g-adaa. Tho
Contractor shall be responsible for adjusting watBr control during planting to reduce erosion or substantlal.1ts damage.
20. MalnlBnance: Tho Conlnlcta shoJI be responoibIa for malnler1.nce of plantinga _ _the constnJdBd _ untlJ
inspac:tion and BOCBpIBnco by the Ownar.A/though tho ~ is whoIy__
for malntanance of the _ planting, tho CaIIraclor is BI1COU~ to consult with the 0Wnar concaming
II1Blhcd9 to optimize plant growth .nd survival.
21. Wa8d ConIroI: Until the tima of inspadion .nd .cosptence, the Contra_ shan I1BmCMl or controJ _ and _ p_ _
they compata with - pIarrt spacies within the planled ....... Woods .nd ncodous p1snts"'" _ .. thoaa p1.nts that haw
bBan datanninBd 10 bB aggressive snd potenllBlly dabimentello tho llStabIIshmant and long lBrm growth 0/ tho pIant8d species.
Woods and noxious plants shaO bB _ically IBmOIIBd or controlled with hBrtlk:idas. Tho C<Jntr.- _1_ with tho Owner
_do m_. ITlBBns of .pplication. and .pplicaticns ra1ea bBfo", UBB. The Contra_ will be I8lIpOIllIIbIa for",pIacing_tiIe
plants damaged by any weed and noxious plant control measures implemented.
20'
20'
20'
PLANTING LEGEND
ZONE 4
~~~~
SPARllNA BAKERI
SAND CHORD GRASS
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lLj SCIRPUS PUNGENS THREESOUARE BULRUSH
~
~ CAREl( COMOSA LONGHAIR SEDGE
~ PONTEDERIA CORDATA PICKERELWEED
~
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'-,/
ZONE 1 0 SAGITTARlA LANCIFOLIA ARROWHEAD
WETLAND
ONLY ~
CARE)( LUPULlFORMIS FALSE HOP SEDGE
TYPICAL ZONES 2-5 PLANTING DETAIL
NTS
~
MUHLENGERGIA CAPILLARIS MUHL Y GRASS
ZONE 3
~
~
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x x
JUNCUS EFFUSUS
SOFT RUSH
BACOPA MONNIERI
WAlER HYSSOP
PANICUM HEMITOMDN
MAlDENCANE
FILENAME: dn05c018_352123.dgn PLOT DATE: 7/181'2008
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NOTES: ALL PAlMS: 12' DJA EXCEPT SPECIAL NOTED
ALL OAKS: 36' DlA EXCEPT SPECIAL NOTED
ALL OTHER TREES: 15' DJA EXCEPT SPECIAL NOTED
lliWD
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2. BEARINGS SHOWN HEREON ARE BASED ON AN ASSUM1NG 8EAR1NG OF
WEST LlNE O~ SECTION 3. TOWNSHIP 21 SOUTH. RANGE 3] EAST AS
BEING NOR1H 0121-0121'47' WEST.
3. ELEVATIONS SHOWN HEREON. ARE BASED ON VERTICAL DATUM NGVD
1929. TWO BENCHMARKS ARE USED HEREON. THEY ARE BENCHMARK
-40843~1 (SEMINOLE COUNTY, FLORIDA), BRASS DISK ON 4'X4"
CONCRETE MONUMENT WITH THE ELEVATlON OF 21. 457 FEE--;- ANC
BENCHMARK -408411211. ~. IRON ROO WJTH POUCH HOLE. STAMPED
'V007' WJTH THE ELEVATION OF 2121.664 FEET.
4. LAST DAY OF FIELD .....ORK IS JANUARY 20. 2005.
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SURVEYORS NOTES
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RAISED SEAL or A FLDR1DA LICENSED SURVEYOR AND MAPPER.
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5. BOUNDARY LINES SHOWN HEREON ARE FROM A SURVEY BY PH1LLIP E.
HAMPTON, PLS 3744 DATED NOVEMBER ] 7. 2004.
6. T8M . 1. TRAYERSE PO] Nl 13. 3~, G F"EET NORTH OF THE NORTH EAST
CORNER OF STEEL BRIDGE AND 38 FEET OFF THE TOP OF BANK OF
THE CANAL, WITH THE ELEYATlON OF 14.43 FEET.
7. T8M .2. TRAYERSE PO]N1 6. ABOUT 333.] FEET NORTH OF THE SOUTH
LINE OF PROPERTY BOUNDARY AND ABOUT 118.0 FEEl EAST OF THE
WEST LINE OF PROPERTY BOUNDARY. WlTH THE ELEVATION OF 12.97 FEET.
.
.
.
MAPL(
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,.' BARS ""IRE ([feE
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JAMES p. Io'EIDENER. P.L.S.
PROFESSIONAL SURVEY AND MAPPER
~,;~~!?e,",R~~,~S.~RATlON NO. 3609
, . MORE OR LESS
o .CATCHBAS1N
-E-. OVERHEAD EUC1RIC Ll~E
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GRAPHIC SCALE
( IN FEET )
I inch.. 60 H
DATE
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TRAVERSE PDlNT 2
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N' 11319.0109
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ELEV, 15.70
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2299 ....
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24'DJA.
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ELEV, 16.~2
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0+3558
JAMES P. WEIOENER. P.L.S.
PROFESSIONAL SURVEY AND MAPPER
FLORlOA REGISTRATlON NO. 360'"
WFTnFNJ:"R C:11j;)\/~VI~tr: ".." ...."n.....",~
DATE
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o is=
c-<
Created to
study and
preserve the
history, to
reestablish and
maintain the
natural
ecosystem, and
to enhance Lake
Jesup to its
optimal level of
health. Our goal
is to manage
this resource so
that the citizens
of Florida may
have Lake
Jesup for the
purposes of
conservation
and
recreational
use for
generations to
come.
2211 Black
Hammock Road
Oviedo, :Florida
32765
(407) 365-3128
FLJesup
(a~aol.com
y. ~
9/3/2008
Attention:
Winter Springs Planning and Zoning Board
Winter Springs City Commission
Sirs,
Please find attached the Friends of Lake Jesup's support letter for the acquisi-
tion of the Minter property by the St Johns Water Management District. The
purpose of this acquisition was to provide stormwater treatment and conserva-
tion uses in this highly sensitive area of the lakes watershed.
The proposed rezoning by the city appears to be a move to that end, and as
such is supported by the Friends group. Once in place, the Stormwater Treat-
ment system will reduce the nutrient loading to the lake, and begin the process
of cleaning up many years of polluting stormwater flows.
On a complimentary note, the passive conservation use of this entire property
will provide the needed transition land use between Winter Springs Urban
Area and Seminole County's Rural Area. There will be several more opportu-
nities to establish this transition on the properties directly to the south in your
city. Your city is to be commended on these important steps toward the future.
Robert King
...a.~;;,~ -.1
-~ _ .-
Attention: Robert Christianson
SJRWMD
Land Acquisition
5/ 10/2004
Created to
study and
preserve the
history, to
reestablish and
maintain the
natural
ecosystem, and
to enhance Lake
Jesup to its
optimal level of
health. Our goal
is to manage
this resource so
that the citizens
of Florida may
have Lake
Jesup for the
purposes of
conservation
and
recreational
use for
generations to
come.
Sirs,
We are writing to you today to express our support for the acquisition of the Minter
Parce12004W-04 on the 5/11/04 agenda.
The property represents a turning point in the effort to reduce nutrient loading into
Lake Jesup and attenuate storm flows that have for memorable history gone unchecked.
Unlike many remote proposals, it is truly the "end of the line" treatment before this
storm flow enters Lake Jesup, and in this case, there is little other option for treatment of
this tributary.
It has been our goal to address each tributary with the needed treatment to bring its
waters up to the standards we need to have a successful and lasting lake restoration.
We will continue to support and work with the District and Seminole County to help
fund this and other stormwater systems that are needed to reach our common goals.
Thank you for your timely and favorable consideration of this matter.
Respectfully,
ROBERT KING, Chairman
2211 Black
Hammock Road
Oviedo, Florida
32765
(407) 365-3128
FLJesup
@aol.com
:~ ~. ~-
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