The URL can be used to link to this page

Home My WebLink About2008 09 22 Regular 601 Proposed St. Johns. River Water Management District Solary Canal Stormwater Treatment Area COMMISSION AGENDA ITEM 601 Consent Information Public Hearing Regular X September 22, 2008 MGR /DEPT / Meeting REQUEST: The Public Works Department requests the City Commission review and approve the Combined Preliminary and Final Engineering/Site Plan for the proposed St. Johns River Water Management District Solary Canal Stormwater Treatment Area on approximately 28.9 acres, located on the east side of DeLeon Street in the City of Winter Springs. PURPOSE: To review the Combined Preliminary and Final Engineering/Site Plan for the proposed St. Johns River Water Management District Solary Canal Stormwater Treatment Area. APPLICABLE LAW AND PUBLIC POLICY: City Code Chapter 5 - Tree Protection and Preservation City Code Chapter 9 - Land Development City Code Chapter 20 - Zoning LAND USE AND ZONING DESIGNATION: Future Land Use Designation: Public / Semi - Public Zoning: Existing Zoning District: Seminole County A -3 Agricultural Proposed Zoning District: Winter Springs R -Cl Single Family Dwelling District (minimum one -acre lot size) with a proposed Conditional Use Permit for public facility use. Please refer to Commission agenda item #504 for the proposed zoning change (Ordinance # 2008 -12). CHRONOLOGY: Nov. 27, 2000 - Annexation of Subject Property (Ordinance 2000 -40). Seminole County and the City of Oviedo formally objected to the annexation. Rezoning was never adopted. January 2005 - Purchase of Property by SJRWMD from Tom Minter. Sept. 10, 2007 - Adoption of Ordinance 2007 -06 changing the FLUM designation from (Seminole County) Rural -3 to (Winter Springs) Public /Semi - Public. September 22, 2008 Regular Agenda Item #601 Page 2 of 4 Aug. 11, 2008 - Application received for Rezoning from (Seminole County) A -3 to (Winter Springs) R -C 1. Aug. 11, 2008 - Conditional Use Application received requesting development of the property as a stormwater management facility under the 'R-C1' zoning. Aug. 14, 2008 - Adjacent property owners within 150' notified by regular mail Aug. 19, 2008 - Staff review. Aug. 21, 2008 - Public Noticing in Orlando Sentinel of LPA Public Hearing Sept. 3, 2008 - P &Z held a Public Hearing and made recommendation to Adopt Ord. 2008- 12 Sept. 4, 2008 - BOA held a Public Hearing and made recommendation to Approve the Conditional Use request PROJECT OVERVIEW: The St. Johns River Water Management District (SJRWMD) is proposing a Stormwater 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. 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 a pre- and post- development quantity or quality criteria. This is September 22, 2008 Regular Agenda Item #601 Page 3 of 4 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 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. September 22, 2008 Regular Agenda Item #601 Page 4 of 4 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 ownership and 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. 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. The State Division of Historical Resources is the agency responsible for determining the level of archaeological resource evaluation required for a project, which may include having a professional archaeologist perform a cultural reconnaissance survey of the project area. A similar archaeological survey was recently required by SJRWMD on the City's Orange Avenue project due to its proximity to Lake Jesup. PLANNING & ZONING BOARD ACTION: At its September 3, 2008 meeting, the Planning and Zoning Board unanimously recommended approval of the Combined Preliminary and Final Engineering/Site Plan for the proposed St. Johns River Water Management District Solary Canal Stormwater Treatment Area. RECOMMENDATION: Staff recommends the Commission approve the Combined Preliminary and Final Engineering /Site Plan for the St. Johns River Water Management District Solary Canal Stormwater Treatment Area subject to satisfaction of the State Division of Historical Resources requirements for archaeological evaluation. ATTACHMENTS: 1. Exhibit A - Project Location Map 2. Exhibit B - Combined Preliminary & Final Engineering / Site Plan 3. Exhibit C - September 3, 2008 Draft P &Z Meeting Minutes COMMISSION ACTION: A ," O c y 14, CO a 0 PINLtlW r A 4 X . / t'. 4 n. !J I/, . 1,001 n CRANSTON Bts D O y e %c Z Ca co 3; 0) O W!*OCI7'1' L P WPlRM17NM'M OA . �,t , � � .FY2. k •''�a,w _ ,., , L. 1 W m n -� 0 W .. 1> 'Ll Y O _i T TI O �. co I co r• r1 CS) � 0 F. M Z G N BI %' ' 11 7 . 7.1 N Y rbB 3 I F NO11lf/ UELEON ST AY NoTlia A B • a • -o,. Z • � EXHIBIT C CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING SEPTEMBER 3, 2008 CALL TO ORDER The Planning and Zoning Board/Local Planning Agency Regular Meeting of Wednesday, September 3, 2008 was called to Order at 7:00 p.m. by Chairman Robert L. Heatwole in the Commission Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708). Roll Call: Chairman Robert L. Heatwole, present Vice Chairman Charles Lacey, present Board Member Rosanne Karr, present Board Member Edward Martinez, absent Board Member William H. Poe, present A moment of silence preceded the Pledge of Allegiance. INFORMATIONAL AGENDA INFORMATIONAL 100. Not Used. CONSENT AGENDA CONSENT 200. Office Of The City Clerk Approval Of The July 2, 2008 Regular Meeting Minutes. "I RECOMMEND APPROVAL OF THOSE MINUTES — JULY 2, 2008." MOTION BY BOARD MEMBER POE. SECONDED BY BOARD MEMBER KARR. DISCUSSION. VOTE: BOARD MEMBER KARR: AYE VICE CHAIRMAN LACEY: AYE CHAIRMAN HEATWOLE: AYE BOARD MEMBER POE: AYE MOTION CARRIED. CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD /LOCAL PLANNING AGENCY REGULAR MEETING - SEPTEMBER 3, 2008 PAGE 2 OF 5 AWARDS AND PRESENTATIONS AWARDS AND PRESENTATIONS 300. Not Used. 400. REPORTS Deputy City Clerk Joan Brown commented on the Sunshine Law, the upcoming Board and Committee Appreciation Brunch, and the Planning and Zoning Board/Local Planning Agency Special Meeting Minutes of August 21, 2008. Vice Chairman Charles Lacey stated, "I just wanted to make note that I would likely be missing the next Meeting if it occurs on the regular scheduled date in October [2008]. Board Member Rosanne Karr commented, "I will not be here on the Wednesday, the first either — October 1 [2008]." Furthermore, Board Member William H. Poe replied, "If we need to adjust, I am more than willing to adjust." Chairman Heatwole agreed. Regarding a different date for the next Meeting, Mr. Eloise Sahlstrom, Senior Planner, AICP, ASLA, Community Development Department asked, "What about the 7` [October 2008] ?" Board Member Poe stated, "I can do the 7 [October 2008]." Chairman Heatwole replied, "The 7` [October 2008] would be okay with me." Board Member Karr noted, "The 7 [October 2008] is fine with me." Vice Chairman Lacey asked, "I could do that." Vice Chairman Lacey reiterated, "Seven p.m. on the 7 [October 2008] ?" There were no objections from the Board Members. "MOTION TO CHANGING OUR NEXT SCHEDULED MEETING FROM OCTOBER THE - 1 [2008] TO OCTOBER THE 7 [2008] AT 7:00 P.M. IN THESE CHAMBERS." MOTION BY BOARD MEMBER POE. SECONDED BY BOARD MEMBER KARR. DISCUSSION. VOTE: VICE CHAIRMAN LACEY: AYE CHAIRMAN HEATWOLE: AYE BOARD MEMBER POE: AYE BOARD MEMBER KARR: AYE MOTION CARRIED. CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING - SEPTEMBER 3, 2008 PAGE 3 OF 5 PUBLIC INPUT No one spoke. PUBLIC HEARINGS AGENDA PUBLIC HEARINGS 500. Community Development Department — Planning Division Requests That The Planning And Zoning Board/Local Planning Agency Hold A Public Hearing For Ordinance 2008 -12, Which Rezones Two (2) Parcels Containing 28.9 Gross Acres, More Or Less, Located At 1900 DeLeon Street (The Southwest Corner Of DeLeon Street And Howard Avenue) From (Seminole County) "A -3 Agricultural" To (City Of Winter Springs) "R -C1 Single Family Dwelling District" (Minimum Lot Size -1 Acre). Ms. Sahlstrom presented this Agenda Item and displayed the Zoning Map to the Board Members. Ms. Sahlstrom added, "Staff has reviewed that Criteria and does believe that this Request does meet or satisfy those standards and — the Findings are that the fourteen (14) Criteria have been satisfied and Staff does recommend that the Board make a recommendation of Adoption to the City Commission to change the Zoning to RC -1 Single Family Residential." Chairman Heatwole opened the "Public Input" of this Agenda Item. Mr. Edwin Riday, 1626 Wrentham Court, Winter Springs, Florida: addressed the Board Members and spoke about the ponds and flooding in Barrington Estates. Chairman Heatwole closed the "Public Input" of this Agenda Item. Mr. Brian Fields, P.E., Engineer, Public Works Department spoke briefly on this issue. "I WOULD LIKE TO RECOMMEND APPROVAL OF [AGENDA] ITEM '500' ON THE AGENDA." MOTION BY BOARD MEMBER POE. SECONDED BY BOARD MEMBER KARR. DISCUSSION. VOTE; BOARD MEMBER KARR: AYE VICE CHAIRMAN LACEY: AYE BOARD MEMBER POE: AYE CHAIRMAN HEATWOLE: AYE MOTION CARRIED. CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD /LOCAL PLANNING AGENCY REGULAR MEETING - SEPTEMBER 3, 2008 PAGE 4 OF 5 REGULAR AGENDA REGULAR 600. 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 28.9 Acres, Located On The East Side Of DeLeon Street In The City Of Winter Springs. Mr. Fields introduced this Agenda Item and displayed `Exhibit A' Map. A Design Plan was also shown. Discussion ensued on a higher fence. Ms. Regina Lovings Morse, Project Manager, St. Johns River Water Management District, 4049 Reid Street /Highway 100 West, Palatka, Florida: spoke on fencing and stated, "I would think that a six foot (6') fence would suffice." With further discussion, Mr. Fields stated, "Our recommendation includes the condition that we continue those discussions and that the City's concerns in that area are satisfied." "ON [AGENDA] ITEM '600', RECOMMEND APPROVAL AS PRESENTED WITH THE CONDITIONS THAT BRIAN [FIELDS] JUST COVERED." MOTION BY BOARD MEMBER POE. SECONDED BY VICE CHAIRMAN LACEY. DISCUSSION. VOTE: VICE CHAIRMAN LACEY: AYE CHAIRMAN HEATWOLE: AYE BOARD MEMBER KARR: AYE BOARD MEMBER POE: AYE MOTION CARRIED. Mr. Robert King, 221 Black Hammock, Oviedo, Florida: as Chairman of Friends of Lake Jesup, Mr. King addressed the Board Members to express support of the Land Acquisition. A letter was distributed to the Board Members. CITY OF WINTER SPRINGS, FLORIDA UNAPPROVED MINUTES PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY REGULAR MEETING — SEPTEMBER 3, 2008 PAGE 5 OF 5 ADJOURNMENT Chairman Heatwole adjourned the Regular Meeting at 7:44 p.m. RESPECTFULLY SUBMITTED: JOAN L. BROWN DEPUTY CITY CLERK APPROVED: ROBERT L. HEATWOLE, CHAIRMAN PLANNING AND ZONING BOARD /LOCAL PLANNING AGENCY NOTE: These Minutes were approved at the , 2008 Regular Planning And Zoning Board/Local Planning Agency Meeting. CONTRACT DOCUMENTS For the construction of SOLARY CANAL STORMWATER TREATMENT AREA SHEET INDEX G -1 LEGENDS & NOTES G -2 SJRWMD GENERAL NOTES C-1 OVERALL SITE PLAN SMN C-2 SEQUENCE OF WORK AND DEWATERING PLAN C-3 CLEARING, EROSION CONTROL AND TREE PROTECTION PLAN C-4 SITE PLAN .'B" C-5 SITE PLAN "B" C-6 SITE PLAN "C" C-7 SYSTEM INTAKE AND BYPASS WEIR ENLARGEMENT PLAN G8 SYSTEM INTAKE CROSS - SECTIONS C-9 SYSTEM INTAKE AND DEBRIS SCREEN CROSS - SECTIONS C-10 POND WATER CONTROL STRUCTURE ENLARGEMENT PLAN C WETLAND WATER CONTROL STRUCTURES ENLARGEMENT PLAN C-12 CANAL CROSSING ENLARGEMENT PLAN ` 1` i C-13 POND AND WETLAND CROSS - SECTIONS AGET -f1 1 C-14 DETAILS C-15 DETAILS C-16 WETLAND PLANTING PLAN C-17 POND PLANTING PLAN C-18 PLANTING SCHEDULE, DETAILS AND NOTES SUR -1 SURVEY - TOPOGRAPHIC & BOUNDARY SUR -2 SURVEY - CANAL CROSS - SECTIONS Prepared for the ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PALATKA FLORIDA Volume 1 of 1 90% DESIGN SUBMITTAL Drawings For information regarding this project, contact: MITCHELL L. GRIFFIN, PE CH2M HILL Project No. 376676 FL P.E. NO. 40772 CH2MHILL CH2M HILL 3011 SW WILLISTON ROAD JULY 2008 GAINESVILLE, FLORIDA 32608 (352) 335 -7991 1 1 2 1 3 1 4 1 5 1 6 PROJECT DESCRIPTION w CIVIL LEGEND l'-„ w w 1. THE SJRWMD HAS RETAINED CH2M HILL TO DESIGN AND PERMIT A STORMWATER TREATMENT AREA TO IMPROVE THE WATER LL, , QU OF SOLARY CANAL PRIOR TO ITS DISCHARGE INTO LAKE JESUP. THE PROPERTY IS KNOWN AS THE MINTER TRACT *EXISTING INFRASTRUCTURE SHOWN SCREENED ° AND IS LOCATED ON DELEON STREET IN THE CITY OF WINTER SPRINGS. . z° E ® 158.5 SPOT ELEVATION V� w J 2. THE STORMWATER TREATMENT AREA IS AN OFF-LINE SYSTEM COMPRISED OF A MANMADE WET POND AND TREATMENT x WETLAND CONNECTED IN SERIES. ALL OF THE CANAL'S NORMAL BASE FLOW AND A LARGE FRACTION OF THE STORM FLOW IS �� 7 / CONTOUR LINE rr� �~��P LL DIVERTED INTO AN 8 -ACRE WET POND. FLOW FROM THE WET POND DISCHARGES INTO A 4.8-ACRE WETLAND THROUGH A J " " � CONTROL STRUCTURE AND OVERFLOW WEIR. FLOW FROM THE WETLAND DISCHARGES THROUGH A SECOND CONTROL EMBANKMENTAND SLOPE '4, J STRUCTURE AND OVERFLOW WEIR BACK INTO THE CANAL NEAR THE NORTH PROPERTY LINE. HIGH STORM FLOWS ARE 3:1 � A ALLOWED TO BYPASS THE POND OVERA DIVERSION WEIRAND CONTINUE THROUGH SOLARY CANAL. s - - - - - - DRAINAGEWAY OR DITCH z a LL 3. PR INFORMATION 0 OR (1 INLET AND OUTFACE 10 /Xffl' > >- O ce a m g A. PROPERTY OWNER: ST. JO CT: REG WAT MORSE, MSJRB PRO E MANAGER OR y SIGN PROJECT LOCATION: ��, \. a PHONE MAIL: R .: 386 - 329 -4819 POST OR GUARD POST SEMINOLE COUNTY Aril, > CO -MAIL: RMORSE@SJRWMD.COM • . > ff ADDRESS: P.O. BOX 1429 / PALATKA, FL 32178 -1429 4 BENCH MARK *� Q wo B. PROPERTY ADDRESS: 1900 DELEON ST / OVIEDO, FL 32765 li z �z BRUSH/TREE LINE LL wO C. TAX PARCEL ID: 03- 21 -31- 300 - 0080 -0000 AND 03- 21- 31 -300- 008E -0000 TREE g w o D. SIZE OF PARCEL: 28.90ACRES +/- m� E. EXISTING LAND USE: AGRICULTURE A-3 - - - PROPERTY LINE O z zZ -.s" -- D. r 1 Q� F. FUTURE LAN USE PUBLIC, SEMI - PUBLIC / R -CL - - - - - - - CENTER LINE, BUILDING, ROAD, ETC. ce > U wcc U w o� FUTURE ROAD OR STRUCTURES co Z mw SURVEY NOTES N 1000.00 STRUCTURE, BUILDING OR FACILITY z r n j 3 - ----- E 1000.00 LOCATION POINT - COORDINATES 1. THE TOPOGRAPHIC AND BOUNDARY SURVEY SERVING AS THE BASE MAP FOR THE PROJECT WAS PREPARED BY WEIDENER ~ SURVEYING & MAPPING IN FEBRUARY 2006. .% B-1 BORING LOCATION AND NUMBER a z o. B 2. THE BOUNDARY LINES SHOWN ON THE SURVEY WAS PREPARED BY PHILLIP E. HAMPTON, PLS 3744 DATED NOVEMBER 17, 2004. \\\\\\\\\ OR DEMOLITION o zw w ?r 1 PER THE ATTACHED SURVEY, THE VERTICAL DATUM FOR THE PROJECT IS NGVD 1929. ELEVATIONS WERE OBTAINED FROM Z V TWO OFFSITE SEMINOLE COUNTY BENCHMARKS (#4084301 & #4084101). 1 1 OR 1 1 STRUCTURE, BUILDING OR FACILITY 0 = �/ QoE, 4. PER THE SURVEY, TWO ONSITE TEMPORARY BENCHMARKS (TBM #1 & TBM #2) WERE ESTABLISHED ONSITE FROM THE II l W W a 1O SEMINOLE COUNTY BENCHMARKS. THESE BENCHMARKS ALONG WITH THEIR RELATIVE COORDINATE ARE SHOWN ON DWG C-3. ASPHALT CONCRETE PAVEMENT _IL � -. r o o 25 °n' / PROJECT SITE rca 5. THE COORDINATES SHOWN ON THE DRAWINGS ARE NOT BASED ON AN ESTABLISHED HORIZONTAL DATUM. THE COORDINATES l ° j� 28.9 ACRES O p 0 ° ARE ON AN ARBITRARY SYSTEM ESTABLISHED BY THE SURVEYOR. THIS COORDINATE SYSTEM STEMS THE TEMPORARY ••• •• w � . l �•.•. •.: j.� GRAVEL SURFACING / Z Z p yo BENCHMARKS TBM #1 AND TBM # 2 SHOWN ON THE SURVEY AND DWG C-3. �, .� �V i,?.�k � GENERAL NOTES CONCRETE PAVEMENT • a O a o g m Q a w 1. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND /OR LIGHT - LINED. NEW FINISH CURB r , TRUCK ROUTE v co m E O -6M GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN DARK LINED. ... 1 FROM SR 434 8 °m Q O O m < w00 2. MAINTAIN, R OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE DISTURBED - W ``�' Q LL ° rr 1 O OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A z r L - --� an SM�R PI_ S o ¢ MI O �z x x SINGLE SWING GATE � / g 1 -L , ai I _ o O Z Z W LL Z? TIMELY MANNER, AND AT THE CONTRACTORS EXPENSE. �� Is ,{i -- IT ]I + -- p y o j *fill, 3 LL } 8 g Q Y La w °z ' 3. COORDINATES AND DIMENSIONS SHOWN ARE TO FACE OF PAVEMENT OR CENTER OF STRUCTURE. }. { Bd x x DOUBLE SWING GATE §` v 5 w i w O g $_ 4. STAGING AREA SHALL BE FOR CONTRACTORS EMPLOYEE PARKING, CONTRACTORS TRAILERS AND ON -SITE STORAGE OF _ '- '5 m z > a i� M A T ERIALS. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES. N c9 .- t . m �� x x SLIDING GATE o W Z r 5. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN. z LOCATION MAP m ° 6 C 6. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN. 8 x x CHAIN LINK FENCE NTS rn O 7. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING o CONSTRUCTION PER DWG C-2 AND C-3. rr // SILT FENCE N 8. CONTRACTOR SHALL BE REQUIRED TO OBTAIN AN NPDES GENERIC PERMIT FOR STORMWATER DISCHARGES FOR LARGE CONSTRUCTION ACTIVITIES. AS PART OF THE NPDES PERMIT, CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN. - • • TREE PROTECTION BARRIER 9. EROSION CONTROL MEASURES SHOWN ON DWG C-3 ARE MINIMUM REQUIREMENTS. CONTRACTOR SHALL IMPLEMENT j ADDITIONAL MEASURES IN CONSULTATION WITH OWNERAS NECESSARY. /// rir TURBIDITY BARRIER J w SECTION AND DETAIL IDENTIFICATION = z z _ Y J W SECTION AND DETAIL DESIGNATORS o o z w SECTION (LETTER) W OR DETAIL (NUMBEQ DESIGNATION ® J C DRAWING NUMBE WHERE DETAIL CAN BE FOUND GENERAL NOTE: 1. THIS IS A STANDARD LEGEND SHEET. VERIFY SCALE ON DRAWING WHERE DETAIL IS DRAWN: THEREFORE, NOT ALL OF THE INFORMATION BAR IS ONE INCH ON ORIGINAL DRAWING. DETAIL DESIGNATED SHOWN MAY BE USED ONTHIS PROJECT. o ■ 1• O DETAIL NAME DATE JULY 2008 E SCALE: AS DESIGNATED DD WG 3766G -1 w SHEET w FILENAME: dn00g002 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:00:25 AM 1 1 2 1 3 1 4 1 5 1 6 d w ui SJRWMD GENERAL NOTES Z . w LLr K K; 2 CS6 1 SUMMARY OF WORK / CONSTRUCTION SEQUENCE: SEE DWG C-2 16. WHENEVER IN THESE DRAWINGS AND SPECIFICATIONS OR IN ANY OF THE CONTRACT DOCUMENTS OVER - EXCAVATION AND BACKFILL: MUCK/PEAT (PT) PRESENT AT SUBGRADE LEVELS SHALL BE a WHERE ANY ARTICLE, APPARATUS, DEVICE OR MATERIAL IS DESIGNATED BYA MANUFACTURER'S VENDOR COMPLETELY REMOVED AS DIRECTED BY THE DISTRICT PROJECT MANAGER. ADDITIONAL =- PROPRIETARY OR TRADE NAME AND SUCH WORDS ARE NOT FOLLOWED BY THE CONDITION OR EQUAL ", OVER - EXCAVATION SHALL BE PERFORMED AS NECESSARY TO IMPROVE BEARING CONDITIONS AS g F GENERAL: IT SHALL BE DEEMED THAT THE WORDS OR EQUAL" DO FOLLOW SUCH DESIGNATION. ANY ARTICLE OR DIRECTED BY THE DISTRICT PROJECT MANAGER. OVER - EXCAVATED AREAS SHALL BE BACKFILLED WITH g MATERIAL EQUALING THE STANDARDS FIXED MAY BE USED IN PLACE OF THAT SPECIFICALLY MENTIONED FINE SAND (SP), OR SLIGHTLY CLAYEY SAND (SP -SC). TO ACHIEVE THE COMPACTION REQUIREMENTS; IT 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH THE NATURE AND EXTENT OF BY THE DRAWINGS AND SPECIFICATIONS, PROVIDED THE MATERIAL MENTIONED BY THE DRAWINGS AND MAY BE NECESSARY TO OVER - EXCAVATE LOOSE, DISTURBED, OR PUMPING SANDS AND BACKFILL WITH m A THE CONTRACT DOCUMENTS, SCOPE OF WORK, LOCAL CONDITIONS, ALL FEDERAL, STATE, AND LOCAL SPECIFICATIONS IS FIRST SUBMITTED TO THE DISTRICTS PROJECT MANAGER. FINE SAND (SP) OR CLAYEY SAND (SP -SC) WHICH HAS A MOISTURE CONTENT AT OR BELOW OPTIMUM. ❑ z LAWS, RULES AND REGULATIONS THAT MAY AFFECT THE WORK THE CONTRACTOR SHALL PROVIDE A REFER TO INUNDATED OR DISTURBED CONDITIONS ABOVE. z a LL GANTT CHART SCHEDULE FOR ALL THE PROPOSED WORK PRIOR TO THE START OF CONSTRUCTION. IF A SUBSTITUTE ITEM OF MATERIAL OR EQUIPMENT IS APPROVED BY THE ENGINEER, THE DISTRICT SHALL RECEIVE THE BENEFIT OF ANY ECONOMY RESULTING FROM THE SUBSTITUTION. 7. UNSUITABLE MATERIAL: ORGANIC SOILS, MUCK/PEAT (PT), AND CLAY (CL OR CH) SHALL NOT BE USED a » a 2. THE EXISTING CONDITIONS REPRESENTED IN THESE DRAWINGS AND THE REFERENCED DRAWINGS ARE AS GENERAL FILL. a m g w BELIEVED TO BE ACCURATE ACCORDING TO THE INFORMATION AVAILABLE TO THE DISTRICT. HOWEVER, 17. THE GENERAL CONDITIONS, SUPPLEMENTAL CONDITIONS, SCOPE OF WORK, DRAWINGS AND ° IT IS THE SOLE RESPONSIBILITY OF THE BIDDER (CONTRACTOR) TO VERIFY ALL EXISTING CONDITIONS TECHNICAL SPECIFICATIONS ARE INTENDED TO BE COMPLEMENTARY AND SHALL BE READ TOGETHER. IN 8. THE SIDE SLOPES SHALL BE CUT, FILLED, AND SHAPED TO THE GEOMETRY, LINES AND GRADES SHOWN AND REPORT ANY DISCREPANCIES TO THE DISTRICT PRIOR TO SUBMITTAL OF THE BID. CASES WHERE THESE DOCUMENTS CANNOT BE RECONCILED, THE ORDER OF PRECEDENCE SHALL BE ON THE CONSTRUCTION DRAWINGS. PRIOR TO PLACEMENT OF FILL MATERIAL, THE SURFACE OF THE _ TAKEN AS FOLLOWS: PREVIOUSLY COMPACTED LIFT SHALL BE THOROUGHLY SCARIFIED AND MOISTURE CONDITIONED AS a o= 3. PERMITS: THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS CONTAINED IN THE FOLLOWING NECESSARY TO BOND TO OVERLYING MATERIAL. EMBANKMENT MATERIALS SHALL BE THOROUGHLY a a° PERMITS WHICH HAVE BEEN OBTAINED BY THE DISTRICT: * U.S. DEPARTMENT OF THE ARMY, CORPS OF 1) SCOPE OF WORK MIXED (BY DISKING OR HARROWING) AND SPREAD BY BULLDOZERS OR OTHER APPROVED MEANS IN o ENGINEERS, NATIONWIDE PERMIT. * FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, STANDARD 2) SUPPLEMENTAL CONDITIONS APPROXIMATELY HORIZONTAL LAYERS NOT TO EXCEED 12 INCHES IN LOOSE THICKNESS. LL rz GENERAL PERMIT. THE CONTRACTOR SHALL OBTAIN ANY AND ALL REMAINING PERMITS AS REQUIRED FOR 3) GENERAL CONDITIONS IF ANY PART OF THE SIDE SLOPE, WEIR FOUNDATION OR CANAL CROSSING IS FOUND TO BE IL `-'4 THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL OBTAIN AN NPDES PERMIT AND 4) DRAWINGS CONSTRUCTED OF UNSUITABLE MATERIALS, OR OTHER FAULTY CONSTRUCTION IS EVIDENT, g � � PREPARE A STORMWATER POLLUTION PREVENTION PLAN. 5) SPECIFICATIONS CONTRACTOR SHALL REMOVE AND REBUILD THAT PORTION OF THE LEVEE/BENCH IN ACCORDANCE WITH �° - THE CONTRACT SPECIFICATIONS. ANY SECTION OF THE LEVEE/BENCH REQUIRING RECONSTRUCTION 2 w urn 4. THE CONTRACTOR SHALL CARRY OUT ALL CONSTRUCTION OPERATIONS IN A MANNER WHICH DOES NOT EARTHWORK SHALL BE PERFORMED WITHOUT ANY ADDITIONAL COST TO DISTRICT. ZO Z zz O w CAUSE VIOLATIONS OF STATE WATER QUALITY STANDARDS. THE CONTRACTOR SHALL PROVIDE ALL Y s TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, HAY BALES, TURBIDITY 1. FOUNDATION SOIL CONDITIONS: THE NATURAL SOILS CONSIST OF FINE SANDS AND SANDS WITH CLAY OF GRADING TOLERANCES SHALL BE AS FOLLOWS: a ❑ = m L BARRIER, ETC.) AS REQUIRED FOR COMPLIANCE WITH FEDERAL, STATE, AND LOCAL LAWS, RULES, AND VARYING FINES CONTENT AND THICKNESS. EXCAVATIONS INTO THE UNDERLYING NATURAL SANDS CAN 0 LL REGULATIONS. r EN GROUNDWATER. SEEPAGE INTO EXCAVATIONS MAY VARY DEPENDING ON DEPTH OF POND AND WETLAND GRADES + 0.15 FT W w EXCAVATION AND LOCALIZED PERMEABILITY OF THE SOILS. OPEN AREAS: +/- 0.20 FT W K Z El 5. ALL ERODIBLE GROUND AREAS AND SLOPES DISTURBED DURING CONSTRUCTION SHALL BE CONCRETE: +/- 0.04 FT ❑ O o, REVEGETATED WITH MULCH, SEED, WETLAND SPECIES, DISTRICT APPROVED ALTERNATE METHODS OR 2. SURFACE WATER RUNOFF CONTROL: SURFACE WATER RUNOFF CONTROL WILL BE REQUIRED DURING a zi OTHERWISE APPROPRIATELY STABILIZED WITHIN 72 HOURS AFTER COMPLETION OF THE CONSTRUCTION SITE PREPARATION, DEMUCKING OPERATIONS, FILL PLACEMENT AND COMPACTION, ETC. PONDING 9. QUALITY CONTROL TESTING: THE DISTRICT SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER Q �3 ACTIVITY AND AT ANY OTHER TIME AS NECESSARY TO PREVENT VIOLATIONS OF STATE WATER QUALITY WATER SHALL BE CONTROLLED BY PROPER GRADING OF THE AREAAND THE USE OF TEMPORARY AND SOIL - TESTING LAB TO PERFORM SITE INSPECTIONS, SOIL PROBES, VISUAL SOIL CLASSIFICATION, rc� STANDARDS. DRAINAGE DITCHES, DIVERSION BERMS AND /OR PUMPING FROM DRAINAGE CONTROLLED COLLECTION FIELD DENSITY TESTS, LABORATORY SOIL COMPACTION TESTS, AND MOISTURE CONTENT mw POINTS, AS NECESSARY, TO PREVENT INSTABILITY, PUMPING OR DISTURBED SUBGRADE CONDITIONS, OR DETERMINATIONS TO VERIFY COMPLIANCE WITH THESE SPECIFICATIONS. LABORATORY TESTS SHALL BE ?3 6. THE CONTRACTOR SHALL PROVIDE THE NECESSARY WATER CONTROL SUCH THAT ALL CONSTRUCTION IS GENERALLY UNACCEPTABLE SUBGRADE CONDITIONS. PERFORMED AS NECESSARY TO CLASSIFY THE SOILS. THESE MAY CONSIST OF VISUAL, LIQUID AND a a B PERFORMED IN THE DRY. FOR THE PURPOSES OF THIS WORK, THE TERM "DRY" SHALL BE DEFINED AS PLASTIC LIMITS (ATTERBERG LIMITS), GRAIN -SIZE ANALYSIS, ORGANIC CONTENT, AND MOISTURE aw SURFACE FREE OF MOISTURE, STANDING WATER, FLOWING WATER, RAIN, OR GROUNDWATER SEEPAGE 3. GROUNDWATER CONTROL: SELECTION OF EQUIPMENT, MATERIALS AND METHODS SHALL BE CONTENT. CLASSIFICATION OF SOILS SHALL BE ACCORDING TO THE UNIFIED SOIL CLASSIFICATION W 0 EXCEPT AS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS OR OTHERWISE APPROVED BY THE CONTRACTOR'S RESPONSIBILITY. ALL DEWATERING OPERATIONS AND DISPOSAL SHALL BE IN STRICT SYSTEM (ASTM D 2487). THE NECESSITY AND FREQUENCY OF THESE TESTS SHALL BE AT THE DIRECTION 0 rc DISTRICT. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO CONTROL THE FLOW OF ACCORDANCE WITH ALL LOCAL, STATE GOVERNMENT, AND THE OCCUPATIONAL SAFETY AND HEALTH OF DISTRICTS PROJECT MANAGER. 0 = Q WATER. ADMINISTRATION (OSHA) RULES AND REGULATIONS. W W M ° wg FIELD DENSITY TESTS SHALL BE PERFORMED BY EITHER THE DRIVE CYLINDER METHOD (ASTM D 2937) OR 1-Q a �° 7. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, LEVEES, ROADS, UTILITIES, AND OTHER CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF DESIGN, INSTALLATION, OPERATIONS, AND NUCLEAR METHOD (ASTM D 2922). PENETRATION TEST PROBES WILLALSO BE PERFORMED AS NEEDED ❑ ❑ Q IMPROVEMENTS FROM DAMAGE WHETHER OR NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL MAINTENANCE OF DEWATERING SYSTEMS USED FOR THE CONTROL OF WATER LEVELS IN THE TO VERIFY THE UNIFORMITY OF COMPACTION. STANDARD PROCTOR TESTS SHALL BE PERFORMED FOR �a ASSUME ALL RESPONSIBILITY FOR PROTECTION METHODS, COORDINATION WITH OWNERS AND REPAIRS PROTECTED WORK AREA. CONTRACTOR SHALL MODIFY HIS METHOD OF DEWATERING OR AUGMENT HIS EVERY 500 CUBIC YARDS OF MATERIAL, WHENEVER CHANGES IN SOIL COMPOSITION ARE OBSERVED OR O O 0 z c TO UTILITIES AND OTHER SITE IMPROVEMENTS DAMAGED DURING CONSTRUCTION. ADDITIONALLY, THE DEWATERING FACILITIES AS NECESSARY TO ASSURE STABILITY FOR CUT SLOPES, ALLOW COMPACTION ON NEW MATERIAL FROM A DIFFERENT SOURCE. GEOTECHNICAL ENGINEER SHALL VERBALLY REPORT z z o 7,o WORK WILL BE CONSIDERED COMPLETE ONLY AFTER ALL RUBBISH AND UNUSED MATERIAL DUE TO OR OF SUBGRADE AND TO EFFECTIVELY MAINTAIN THE AREA IN THE DRY. WATER FROM PUMPING FIELD DENSITY TEST RESULTS TO DISTRICT'S PROJECT MANAGER ON THE JOB SITE AS SOON AS z� CONNECTED WITH THE WORK HAS BEEN REMOVED AND THE PREMISES LEFT IN A CONDITION OPERATIONS SHALL BE CONTROLLED TO PREVENT ANY INTERFERENCE WITH OTHER WORK OR DAMAGE PRACTICAL. WRITTEN TEST REPORTS SHALL BE SUBMITTED BY THE GEOTECHNICAL ENGINEER TO c7° SATISFACTORY TO THE DISTRICT. ALL PROPERTY DISTURBED OR DAMAGED DURING PROSECUTION OF TO SURROUNDING AREAS. DISTRICTS PROJECT MANAGER OFFICE WITHIN ONE (1) WEEK FOLLOWING THE FIELD TEST. ANY FAILING U o THE WORK SHALL BE RESTORED TO ITS FORMER CONDITION OR BETTER CONDITION AT NO ADDITIONAL TEST RESULTS SHALL BE ACCOMPANIED BY RETESTS SHOWING PASSING RESULTS AT NO ADDITIONAL N E °z EXPENSE TO THE DISTRICT. FINAL PAYMENT WILL BE WITHHELD UNTIL SUCH CLEANUP IS COMPLETED. GROUNDWATER DRAWDOWN AND SEEPAGE CONTROL COULD BE ACCOMPLISHED IN SHALLOW COST TO THE DISTRICT. 8 < co O w - DEMUCKING OPERATIONS OR EXCAVATIONS USING GRADING, SUMP AREAS, AND PUMPING. EXCAVATIONS o ❑ 0 2_ 8. THE CONTRACTOR SHALL REPAIR ALL AREAS DISTURBED DURING CONSTRUCTION. INTO CLEAN FINE SANDS BELOW THE GROUNDWATER LEVEL MAY BE DIFFICULT TO CONTROL WITH SUMPS CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THE TESTING BY GIVING ADVANCE NOTICE m o U 0: 1- om AND PUMPS. GROUNDWATER LEVELS SHALL BE MAINTAINED 2 FEET BELOW PREVAILING GRADE IN AREAS (MINIMUM 24 HOURS) TO THE DESIGNATED CONTACT OF THE GEOTECHNICAL ENGINEER WHEN SERVICES a°, ¢ Q -1 2O cl ao Fo 9. THE CONTRACTOR SHALL PROVIDE ALL SAFETY AND TRAFFIC CONTROL NECESSARY FOR ACCESS TO THE RECEIVING ENGINEERED FILL. ARE REQUIRED. ALL FIELD AND LABORATORY TESTING SHALL BE PERFORMED UNDER THE DIRECTION OF a g ❑� SITE AND WORK WITHIN THE PROJECT LIMITS. THE GEOTECHNICAL ENGINEER. THE RESPONSIBILITY OF THE GEOTECHNICAL ENGINEER WILL BE TO ° i 4 a O a ° z 4. SITE PREPARATION: ACTIVITIES SHALL INCLUDE SURFACE WATER REMOVAL, CLEARING, GRUBBING, ASSIST DISTRICT IN QUALITY ASSURANCE OF ALL SITE WORK. LL, } Z Q W w o 10. THE CONTRACTOR SHALL COORDINATE ACTIVITIES AND COOPERATE WITH OTHER CONTRACTORS STRIPPING, GROUNDWATER CONTROL, OVER - EXCAVATION OF UNSUITABLE MATERIALS, AND FILL PERFORMING WORK WITHIN THE PROJECT LIMITS. PLACEMENT AND COMPACTION. CLEARING SHALL CONSIST OF THE COMPLETE REMOVAL OF TREES, 10. ALL CLEARING MATERIAL (I.E.: TREES, SHRUBS, ROOTS, STRIPPINGS, ETC) SHALL BE DISPOSED OF BY 91 a 0 0 3 a- A� FALLEN TIMBER, BRUSH, VEGETATION, DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS, ETC,. BURYING ON -SITE (WITHIN THE DESIGNATED DISPOSAL AREAS. p w g 8= 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT PROJECT MANAGER A MINIMUM OF 48 HOURS PRIOR TO GRUBBING SHALL CONSIST OF THE REMOVAL OF ALL STUMPS, ROOTS, BURIED LOGS, UNDERGROUND r 2 n a m o Z a THE START OF CONSTRUCTION. IMPROVEMENTS, ETC. STRIPPING INCLUDES COMPLETE REMOVAL OF LOW - GROWING VEGETATION, 11. ALL EARTHWORK SHALL COMPLY WITH THE REQUIREMENTS OF FLORIDA STATUTES CHAPTER 553, PART o m o ? D' a ,16 ORGANIC TOPSOILS, PEAT /MUCK (PT), AND CONCENTRATED ROOT ZONES AND ROOT MATS. ALL III, TRENCH SAFETYACT. ALL TRENCH EXCAVATIONS, SHALL COMPLY WITH THE FLORIDATRENCH SAFETY `' O ° o 2 (1 12. CONTRACTOR SHALL CONTACT THE SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF)AT 1-800- 432 -4770, UNSUITABLE MATERIALS SHALL BE REMOVED FROM WITHIN 5 FEET OF ANY AREA ON THE SITE THAT IS TO ACT (SECTIONS 553.60-553.64, FLORIDA STATUTES)AND OCCUPATIONAL SAFETY AND HEALTH ° o CO = r 48 BUSINESS HOURS PRIOR TO DIGGING. BE FILLED. ADMINISTRATION (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R S. 1926.650, SUBPART P, w O w C INCLUDING ALL SUBSEQUENT PROVISIONS OR UPDATES TO STANDARDS AS ADOPTED BY THE FLORIDA 13. CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE DISTRICT. THE CONTRACTOR SHALL NOTIFY AREAS TO RECEIVE ENGINEERED FILL SHALL BE PROOF - ROLLED TO IMPROVE THE OVERALL UNIFORMITY DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DOLES). w 8 THE DISTRICT AT LEAST 48 HOURS PRIOR TO THE REQUIRED TIME OF INSPECTION FOR EACH AND EVERY AND BEARING CONDITIONS OF THE NEAR - SURFACE SOILS. INITIAL COMPACTION OPERATIONS SHALL PHASE OF WORK. CONSIST OF AT LEAST 4 OVERLAPPING PASSES IN EACH DIRECTION WITH A SELF-PROPELLED ROLLER. ° PROOFROLLING SHALL CONTINUE UNTIL ALL SOFT, WET, OR YIELDING AREAS HAVE BEEN IDENTIFIED, N 14. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DOCUMENTS INCLUDING OVER - EXCAVATED, AND BACKFILLED WITH APPROVED FILL. THE PREPARED SURFACE SHALL BE KEPT w DRAWINGS, PERMITS, AND SPECIFICATIONS AT THE JOB SITE CLEARLY MARKED TO REFLECT ALL AS -BUILT DRAINED AND NOT SCARIFIED UNTIL JUST PRIOR TO FILL PLACEMENT TO MINIMIZE SATURATION FROM CONDITIONS. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT THESE ANNOTATED RAINFALL EVENTS. PROOF - ROLLING SHALL OCCUR AFTER CUTTING AND BEFORE FILLING. DRAWINGS AND SPECIFICATIONS TO THE DISTRICT. 5. FILL MATERIAL: U) 15. SUBMITTALS: LJJ GENERAL FILL: GENERAL FILL SHALL CONSIST OF SOILS CLASSIFIED AS FINE SAND (SP), SLIGHTLY SILTY 0 SHOP DRAWINGS: AFTER CHECKING AND VERIFYING ALL FIELD MEASUREMENTS, THE CONTRACTOR SAND (SP -SM), SLIGHTLY CLAYEY SAND (SP -SC), SILTY SAND (SM), AND CLAYEY SAND (SC). SOILS SHALL SUBMIT TO THE DISTRICT SIX COPIES OF EACH (WHERE REQUIRED), MANUFACTURER'S CLASSIFIED AS SM OR SC WITH FINES CONTENT GREATER THAN 20 PERCENT WILL BE MORE MOISTURE ■ Z RECOMMENDATIONS FOR ASSEMBLY AND INSTALLATION PROCEDURES, CATALOG CUTS, CERTIFICATIONS, SENSITIVE AND DIFFICULT TO PLACE AND COMPACT. FILL SHALL BE FREE OF ROOTS, LOGS, REFUSE, J SHOP DRAWINGS OR MATERIALS USED. THESE ITEMS (WHICH SHALL HAVE BEEN CHECKED BYAND BRUSH, SOD, OR ORGANIC AND /OR PERISHABLE MATERIALS, MUCK OR OTHER HIGHLY ORGANIC STAMPED WITH THE APPROVAL OF THE CONTRACTOR) SHALL BE PROMPTLY SUBMITTED PRIOR TO MATERIAL, ROCKS, COBBLES, BOULDERS, OR CEMENTED FRAGMENTS HAVING A DIMENSION LARGER ORDERING SO AS TO CAUSE NO DELAY IN THE WORK. AT THE TIME OF EACH SUBMISSION, THE THAN 2 INCHES. . w CONTRACTOR WILL IN WRITING CALL TO THE DISTRICTS ATTENTION, ANY DEVIATIONS THAT THE > Z SUBMITTAL(S) MAY HAVE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AFTER FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES IN LOOSE THICKNESS. EACH LIFT 0 W EXAMINATION OF SUCH SUBMITTALS BY THE DISTRICT AND THE RETURN THEREOF, THE CONTRACTOR SHALL BE COMPACTED WITH SELF - PROPELLED EQUIPMENT TO ACHIEVE AT LEAST 95 PERCENT OF THE 0 SHALL MAKE SUCH CORRECTIONS TO THE SUBMITTALS AS HAVE BEEN INDICATED AND SHALL STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY. MOISTURE CONTENT OF THE FILL SOILS NI IMMEDIATELY FURNISH THE DISTRICT WITH FIVE CORRECTED COPIES. ALL CHANGES OR REVISIONS SHALL SHALL BE REDUCED AS NECESSARY BY DRYING AND /OR MANIPULATION TO ACHIEVE THE DESIRED BE CLEARLY MARKED AND DATED. AFTER FINAL SUBMITTALS HAVE BEEN APPROVED AND RETURNED, NO COMPACTION. THE FILLING AND COMPACTION OPERATIONS SHALL CONTINUE IN LIFTS UNTIL THE FINAL M CHANGES OR REVISIONS SHALL BE MADE WITHOUT RESUBMISSION AND WRITTEN APPROVAL BY THE DESIGN GRADE IS ACHIEVED. IF WALK- BEHIND OR HAND - OPERATED COMPACTION EQUIPMENT I5 USED, DISTRICT. THE APPROVAL OF THE SUBMITTALS BY THE DISTRICT DOES NOT RELIEVE THE CONTRACTOR THE LIFT THICKNESS SHALL BE REDUCED TO 6 INCHES. COMPACTION REQUIREMENTS MAY BE REDUCED 0 CC OF RESPONSIBILITY FOR ACCURACY OF DIMENSIONS AND DETAILS, BUT APPLIES TO THE GENERAL TO 90 PERCENT OF STANDARD PROCTOR IN THE LOWER LIFTS AT THE DISCRETION OF THE DISTRICT ARRANGEMENT OF THE WORK. PROJECT MANAGER. U) C EQUIPMENT AND MATERIALS STORAGE INSTRUCTIONS: PRIOR TO THE SHIPMENT OF ANY EQUIPMENT AND PRIOR TO INITIATING COMPACTION OPERATIONS, REPRESENTATIVE SAMPLES OF THE FILL MATERIAL MATERIALS, THE CONTRACTOR SHALL FURNISH TO THE DISTRICT A COMPLETE WRITTEN SET OF STORAGE SHALL BE COLLECTED AND TESTED TO DETERMINE THEIR CLASSIFICATION AND COMPACTION INSTRUCTIONS TO BE FOLLOWED PRIOR TO AND DURING INSTALLATION OF THE EQUIPMENT AND CHARACTERISTICS. THE MAXIMUM DRY DENSITY, OPTIMUM MOISTURE CONTENT, GRADATION AND MATERIALS. PLASTICITY CHARACTERISTICS SHALL BE DETERMINED. AS -BUILT DRAWINGS: AS -BUILT DRAWINGS ARE REQUIRED AND SHALL BE SUBMITTED TO THE DISTRICT AT THE DIRECTION OF THE DISTRICT PROJECT MANAGER, LIFT THICKNESS AND COMPACTION VERIFY SCALE WITHIN TEN CALENDAR DAYS OF COMPLETING THE AS -BUILT SURVEY AND ARE REQUIRED TO BE OPERATIONS CAN BE SUSPENDED UNTIL SUFFICIENT FILL HAS BEEN PLACED TO BRIDGE THE DISTURBED CERTIFIED BY A REGISTERED SURVEYOR AND MAPPER, REGISTERED IN THE STATE OF FLORIDA. THE SUBGRADE. AFTER SUFFICIENT FILL HAS BEEN PLACED, COMPACTION OPERATIONS SHALL BE RESUMED BAR IS ONE INCH ON ORIGINAL DRAWING. DISTRICT WILL USE THEM TO VERIFY THAT THE WORK PERFORMED CONFORMS TO THE REQUIREMENTS TO COMPACT THE INCREASED LIFT THICKNESS. o ■ 1" OF THE DRAWINGS, SPECIFICATIONS, AND ALL PERMITS. ALL DEVIATIONS FROM THE CONTRACT DATE JULY 2008 DOCUMENTS SHALL BE CORRECTED AND AS -BUILT DRAWINGS SHALL BE RESUBMITTED TO THE DISTRICT ORGANIC SOILS (PT) AND ANY SANDY CLAYS (CL OR CH) SHALL BE CONSIDERED UNSUITABLE AS FOR VERIFICATION OF THE WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR CORRECTING THESE ENGINEERED FILL. THESE SOILS SHOULD BE DISPOSED AS DIRECTED BY THE DISTRICT. PROJ 352123 m DEVIATIONS. FINAL PAYMENT WILL BE WITHHELD UNTIL ALL DEVIATIONS HAVE BEEN CORRECTED AND DWG G2 w UPON RECEIPT OF CORRECTED AS -BUILT DRAWINGS. SHEET w FILENAME: dnO0g003 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:01:58 AM 1 1 2 1 3 1 4 1 5 1 6 T GO BREAK IN FENCE FOR CANAL 6' HIGH CHAIN LINK FENCE ui W/ BLACK VINYL COATING a \ & 14' WIDE CANTILEVER GATE z N w ' ' ' ' ' ED \' � \ I 0 60 120 180 _. = re r " CANAL ERO PROTECTION 1 " =60' LL 1 1 10 \ COMPRISED OF SHEET PILE WALLS (7.:(1; AD RP PROPERTY LINE A (e2/ 5 5 0.75 / BOT EL = 6.40 OVERFLOW WEIR • ONC ce • 8 60' 8' a m • H = 30' • DRAWDOWN STRUCTURE - - - - DBI I> / \\� �\ �� TBM • EX 232 LITORAL &SLOPE Q / 0 SVEY / \ \ EL = B.75 ; TOP ( ) Z =o 7 1 . LL �4 Y 1 { EL =140 ,I WATER a u LL:, "�EL = 7.0 p > m % CA CR 1 �_ / - - 1 L 10 II -_III- ��,E J 8 R C DRIVE & ' Z a'a WETLAND CON _ -III =- 1L OY 4w (5'Hx12'Wx30'L) EL =4.0 (7) = m / - WATER EL = 6.75 - - 6 - EI HE I I I' - I L o! U LL TOP EL= 12.50 NW EL 6 9 I II BOTTOM Li �w BOTEL =5.75 TO 5.00 w z a x SYSTEM INTAKE WITH �i 100YRFPEL =12.20 - BYPASS WEIR Q40' BUFFER_ I ; : ' a z° P I! 5.7 0 5 \ SHEET -PILE WALL W/ CONC CAP POND CROSS - SECTION 2 wt �`I� TOP EL= 15.0 NTS a � /) ��I` MICRO POOL 5 WEIR EL= 10.75 G1� 10 iii elm Z`` Q� (Typ) \ WEIR WIDTH = 12.0' Q a B 2. m PROPERTY LINE 'c'c' 15 a ,; ' & 6' HIGH CHAIN Z w� 1 MAINTENANCE DRIVE &DEBRIS SCREEN LINK FENCE MICRO i=i C 6" RENC MAINTA POOL w w °wm 10 6f B (BOTTOMEL= 6.0)TOACCESS ENNCE DRIVE 40'MIN 40.5' VARIES VARIES 4 Q ,° 5 ® 7 \ CHAIN LINK CO FENCE DEBRIS ❑ ❑ $ IBM 0 SCREEN INF (TOP EL= 12.0) .1,,,-,,. I ;i1 z oz 41A Z Z U z � RIPRAP P �. 11 14 10 5 3 0 \ ),I� WATER ❑ �o POND OVERFLOW WEIR, �� 2::,:z, EL -6.75 m \\\\\\ ri �v� TOP U o 6" REIN CONC r \ . �iI EL= 12.5 °� r \ N : H � SHEET PILE R ETAI NING ,7� BOT WIDTH = 10' WALL FOR TREE jr" "� r Q 0 mw J PROTECTION ( TYP ) - r °D 19" ❑ o 1' 1I1- m m p 1- m ce Z.1 o POND DRAWDOWN STRUCTURE O� 6 - h II = 1iI .11. o ° m 4 c g °z~ O a z 2 11 I,, " 11 p Z w r� TYPE "H" DBI WETLAND _ s 4 w w � TOP = 10.75 � PLANTINGS (TYP) - BOTTOM tL w O �° 70" SLOT EL =7.0 0 EL =5.75 -9! g U MICRO '3 BO P J 5 IS°1°C; YR NT FLO ODPLAIN EL TTOM - 2 a u J w g ° / AIED WITHIN \ c ^ Z ce a =_ AAL. SEE NOTE 3. O SECTION EL =0.0 Ap to r0 1 1 \ o 0) 2 O FENCE IN WETLAND CROSS-SECTION w O w Lre C SLOPE :1 ( M IN) FOR CANAL C-1 NTS TO NATURAL GRADE co \ 0 gy) ° 17 � w 25' BUFFER AT THIS o BUFFER j ��' PROPER CORNER ONLY (TYp) K' TBM #2 ,,,A„ PER SURVEY AND DWG G3 � \ I • POND I WATER EL =7.0 1 NOTES _ TOP =14.0 / BOT =0.0 100-YR FP EL = 13.39 _ d 1. THE PROPOSED STORMWATER TREATMENT AREA IS DESIGNED TO PROVIDE POLLUTANT TABLE 1 - CANAL AND TREATMENT SYSTEM DESIGN FLOW & ELEVATIONS W V W REMOVAL AND FLOOD ATTENUATION FOR SOLARY CANAL PRIOR TO DISCHARGE INTO LAKE W JESUP. REFER TO THE WATER QUALITY AND STORMWATER MANAGEMENT REPORT FOR EXISTING DESIGN N O POLLUTANT REMOVAL AND STORMWATER ROUTING CALCULATIONS. NORMAL co BASE FLOW PRE- DEVELOPMENT POST - DEVELOPMENT 2. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF WORK & DEWATERING PLAN ON 100 YR, 24 HR 100 YR, 24 HR DWG C-2. MODIFICATIONS TO THIS PLAN SHALL BE COORDINATED WITH PROJECT OWNER. ELEV FLOW ELEV FLOW ELEV FLOW ID DESCRIPTION FT NGVD CFS FT NGVD CFS FT NGVD CFS 3. PER THE LATEST FEMA FIRM MAP (12117C0180F, 9/28/07), THE 100 -YEAR ZONE AE FLOODPLAIN 6' HIGH CHAIN LINK ELEVATIONS ARE CONTAINED WITHIN SOLARY CANAL THROUGHOUT THE ENTIRE SITE. r 8.3 0.6 15.16 465.71 15.12 465.77 BLACK VINYL FENCE HOWEVER, THE SAME FIRM MAP INCORRECTLY SHOWS THE BOUNDARY OF THE FLOODPLAIN AT PROPERTY LINE EXCEEDING THE LIMITS OF THE CANAL. ADDITIONALLY, THE FEMA FLOODPLAIN BOUNDARY POND ENTRANCE 7.2 0.6 13.57 465.47 13.39 465.77 (TYP) CONTRADICTS ACTUAL CONDITIONS AS PRESENTED IN THE TOPOGRAPHIC SURVEY. THEREFORE FOR CLARITY, THE FLOODPLAIN BOUNDARY IS NOT SHOWN AND THE 100 -YEAR FLOODPLAIN IS ASSUMED TO REMAIN MAIN W C SOUTH P.L. WITHIN THE TOP OF BANKS OF THE CANAL. ® POND TO WETLAND - - - - 13.39 322.64 D I I 4. SEE DWG C-3 FOR TO CANAL - - - - 12.20 313.47 FOR WETLAND IMPACTS TO SOLARY CANAL AND THREE SMALL ISOLATED �% VERIFY SCALE J DEPRESSIONAL WETLANDS. O BYPASS WEIR 7.2 0.6 13.57 465.47 12.14 146.46 BAR IS ONE INCH ON ORIGINAL DRAWING. 5. ELEVATIONS AND FLOWS AT KEY LOCATIONS WITHIN THE CANAL AND TREATMENT SYSTEM ARE NORTH 6.4 0.6 463.81 0 1 - RTH P.L. 4 12.17 4 1 11.77 44 INDICATED ON THIS PLAN AND SHOWN IN TABLE 1. AS SHOWN, THE POST - DEVELOPMENT DATE JULY 2008 Q ELEVATIONS AND FLOWS ARE LESS THAN UNDER PRE - DEVELOPMENT CONDITIONS. PROJ 376676 E ELEVATIONS ARE BASED ON CURRENT LAND USE CONDITIONS. co co DWG C-1 co SHEET w FILENAME: dnO5c001_352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:22:42 AM 1 1 2 1 3 1 4 1 5 1 6 w CHAIN LINK N a N \ \\ FENCE (7) ED z N rc LL^ �° x C7 d Z w- STAKED TURBIDITY BARRIER (TYP) 0 60 120 180 LL O �`� CONSTRUCTION i J 1 \ ENTRANCE Scale In Feet = CI z / WETLAND SHEET PILE CANAL z a It •\ EROSION PROTECTION A WATER EL= 6.75 WETLAND \ \ 4 ce II TOP EL =12.5 OVERFLOW /%. , r GENERAL NOTES a CO g BOTEL =5.75 to 4.0 WEIR �1 f A ',. ' ¢ • II II � \ • / � i f TREE PROTECTION 0 A� FENCING (TYP) 1 1. THIS PLAN PRESENTS A PROPOSED SEQUENCE OF I II //� I MICRO 1 .�� l WORK FOR SITE PREPARATION, EXCAVATION AND O a� , IT / POOL // INSTALLATION OF SITE INFRASTRUCTURE. THE a �_ / \ ♦♦♦♦ �`� i' SEQUENCE OF WORK IS INTENDED TO MINIMIZE a ° / , ` ` : ♦4. % TRAILER &S AGING ® DEA WATERING OPE TIO N STO R M ISU, II z w z —\ A DEWATERING OPERATIONS, AND STORM SURGES. LL ? 4 0 � � � —/ •�� AREA (TYP) 2. THE SEQUENCE OF WORK CAN BE MODIFIED TO t �� MICRO 1' '. / ' • ` 1 A CCOMMODATE CONSTRUCTION PRACTICES AND 2 7 w= 1 • i, ‘,.„...._ POOL f 2 �' CANAL CROSSING SC CO IO HEDULING, SUBSURFACE NDITNS, STORM Z ' EVENTS AND OTHER SUCH UNFORESEEN CONDITIONS. O ' O CONTROL MODIFICATIONS TO THE SEQUENCE OF WORK SHALL O = STRUCTURE BE COORDINATED WITH PROJECT OWNER. —, _ O tt II 1 � / SI LT FENCING (TYP) w w y 1 7 3. THE EXISTING CANAL FLOW SHALL NOT BE w l Z ax � •— • —j INTERRUPTED BY THE SYSTEM BYPASS SHEET -PILE o O LL . I I I II 0 ®®\ �� 1/MICR l 1 WEIR UNTIL THE POND, WETLAND AND OVERFLOW Q °� !3®1■ POOL TREE PROTECTION FENCING (TYP) STRUCTURES ARE CONSTRUCTED. THIS WILL w 0 J PREVENT NORMAL CANAL FLOW AND STORM FLOW < �3 1 � l f �� STAKED 9 m TURBID BARRIER FROM INTERFERING WITH CONSTRUCTION OF THE ?a V) POND AND WETLAND UNTIL THEY CAN HANDLE SUCH I 1 p FLOWS. Zda q 1 _ ®I B .. tt • m�i� \ 4. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING z= II II SYSTEM B YPASS WEIR AND SUBMITTING A DETAILED DEWATERING PLAN TO w �o ' I THE FLORIDA DEPARTMENT OF ENVIRONMENTAL O wi II MAINTENANCE DRIVE PROTECTION. THE PROPOSED CONTRACTOR'S PLAN w w �¢ • II & DEBRIS SCREEN SHALL TAKE INTO ACCOUNT THE SEQUENCE OF WORK W W M g o _ r BELOW. O O 4 �i ® -- i z z POND 1 L�1 z z o co zo I CONTROL . � o \ ` �\ 10 O ,0 • J 1 STRUCTURE i r_ 1 we i ✓ r w 0 li L U 0 �J pz • l POND J \ I 1 OVERFLOW / Si Q o _ P WEIR \ mo 2 o o m I 1 ! 4..1 -, LL (1 p LP \ ,_ z w ° z. I II < 1l S = �� Z 116 • II 0 r - I o z ii C t � \ J \ w 2 x `�._, j \ w f� w f POND � (TYP) BUFFER WATER EL = 7.0 r z CI � TOP =14.0 1 BOT =0.0 :•- SEQUENCE OF WORK & DEWATERING INFORMATION Q Z / Q • ( \ \ 1 /\ INSTALL CONSTRUCTION ENTRANCE, TREE FENCE AND SILT FENCE EAST OF (R CONSTRUCT THE WETLAND OVERFLOW WEIR AND CONTROL STRU a \ 1 THE CANAL AND PREPARE CONSTRUCTION STAGING AREAAND LOCATE CONSTRUCTION TRAILER PER DWG G3. INSTALL TURBIDITY BARRIERS WITHIN DEWATERAND EXCAVATE THE POND. THE POND DEWATERING DISCHARGE SHALL BE > 0 \ 1 THE CANAL PER DWG G3. \ PUMPED INTO THE WEST END OF THE PARTIALLY EXCAVATED WETLAND. THE WETLAND LL Z . 1 CONTROL STRUCTURE WILL ALLOW FORA CONTROLLED RELEASE TO THE CANAL. THE > O Q' - I ® INSTALL BOX CULVERT AND CONCRETE DRIVE FOR CONSTRUCTION ACCESS OVERFLOW WEIR WILL SERVE AS A SECONDARY MEANS OF CONVEYING DISCHARGE TO O W W 1 1 1/ TO WEST SIDE OF SITE. IF NEEDED, CONSTRUCT SMALL COFFER DAM AND THE CANAL. H • .... 1/ PUMP TO CONVEY THE NORMAL CANAL FLOW OF 0.6 CFS AROUND THE Z Q f CONSTRUCTION AREA. PLEASE NOTE THAT THE MEAN ANNUAL STORM 8 CONSTRUCT THE POND OVERFLOW WEIR AND CONTROL STRUCTURE. W 1 (2 -YEAR, 24-HR) PRODUCES APPROXIMATELY 220 CFS OF FLOW. THEREFORE, W THE PUMP SHOULD BE SIZED TO HANDLE FAIRLY LARGE FLOWS, BUT NOT ® REMOVE SILT FROM PARTIALLY EXCAVATED WETLAND AND EXCAVATE TO THE 0 1 NECESSARILY AS LARGE AS THE MEAN ANNUAL STORM EVENT. FINISHED DESIGN GRADES. TO MINIMIZE EROSION TO THE SIDE SLOPE OF THE MICRO 1 POOLS, SLOWLY FILL THE MICRO POOLS WITH WATER PRIOR TO FILLING THE ENTIRE 1 ` INSTALL TREE FENCE AND SILT FENCE ON WEST SIDE OF CANAL PER DWG G3. WETLAND. D • f I THEN CLEAR & GRUB AND REMOVE TREES AS NECESSARY. 1 10 AFTER CONSTRUCTION OF THE POND AND WETLAND, INSTALL THE SHEET -PILE SYSTEM `i r ._,_ � 1 ® INSTALL THE EROSION PROTECTION SHEET PILE WALLS & RIPRAP, AT THE AND BYPASS WEIR. THE MAINTENANCE DRIVE AND DEBRIS SCREEN SHOULD ALSO BE � � ^ J—^ ^•1 / WETLAND TO CANAL OUTFACE PER DWG C-11. THIS AREA WILL RECEIVE ALL INSTALLED. DISCHARGE FROM DEWATERING OPERATIONS AND THEREBY PROTECT THE •.____ I CANAL FROM EROSION. PER ITEM 2, A COFFER DAM AND PUMP MAY BE 11 INSTALL THE WETLAND AND POND PLANTINGS. BAHIA HYDROSEED AND MULCH THE • 1 1 INSTALLED TO CONVEY THE CANAL FLOW AROUND THE CONSTRUCTION AREA. POND AND WETLAND SIDE SLOPES AND ALL DISTURBED AREAS. VERIFY SCALE J BAR IS ONE INCH ON • DEWATERAND EXCAVATE THE WETLAND TO ELEVATION 8.0, WHICH IS 1.25 FT THE EXISTING PERIMETER BARBED-WIRE FIELD FENCE SHALL REMAIN UNTIL IT IS ORIGINAL DRAWING. O HIGHER THAN THE DESIGN WATER LEVEL IN THE CANAL. THE PARTIALLY 12 REPLACED BY THE PROPOSED CHAIN LINK FENCE AND GATE. THE FENCE CAN BE 0 EXCAVATED WETLAND WILL SERVE ASASEDIMENT BASIN FOR THE INSTALLED AT ANYTIME DURING THE CONSTRUCTION SEQUENCE. DATE JULY 2008 DEWATERING ASSOCIATED WITH THE POND EXCAVATION. AFTER PROJ 376676 m DEWATERING /EXCAVATION OF THE POND IS COMPLETE, THEN THE SILT WILL ( REMOVE CONSTRUCTION TRAILER, CONSTRUCTION ENTRANCE, SILT FENCE AND TREE co BE REMOVED FROM THE WETLAND AREAAND THE AREA DEEPENED TO 13 PROTECTION FENCING. BAHIA SEED AND MULCH THE CONTRACTOR STAGING AREA DWG C-2 N FINISHED GRADE PER ITEM 9. AND REMOVE ANY DEBRIS. SHEET o w FILENAME: dnO5c002_352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:23:46 AM 1 1 2 1 3 1 4 1 5 1 6 N 6732.14 N 6711.27 N 6689.96\ N 6730.46 N 0 60 120 180 ui E 13672.79 E 14102.80 E 14277.44 E 14496.50 EXISTING BARB WIRE / ------------------- - - - - -- ---- - - - - -- ---- - - - CONSTRUCTION CTION E NTE 1496 496 4. 0 08 C Scale In Feet w m I( / N 6705.46 ACCESS DURING 14964.08 LL rc E 14496.51 CONSTRUCTION 4: N 6673.84 1? 6 1 • - E 14320.39 - w g \ TABLE 1 - CLEARING & WETLAND IMPACT SUMMARY TABLE a - - 1•16712.02 '` �� • URBID GRAVEL CONSTRUCTION I AREA ACRES PERCENT ; g i SILT FENCE i BARRIER J E 13732.84 \ � \ WETLAND / ,; ENTRANCE 0 4 (2 ROWS, TYP) IMPACT 0125-160 I TOTAL SITE AREA 28.90 100.00% 1 \ (125 -160 / \ �`�.c. i ,. • AREA #3 TBM #1 3125 -130 o z 2 A I 1 / \ / / \ s TOTAL ONSITE WETLANDS 0.82 2.84% Z > w 1 /, PE SURVEY a N 66. /3.24 \ \ \ . G +:<q., � -` N 6544.84 TOTAL CLEARING AREA 18.34 63.46% D 4 u. u. 0 1f E 13;88.83 \ \ o \ /...- E 14525.71 > r II \ \ N 6574.97 /� \\ \ % I � f am...._� 2 DEAD I TOTAL UNDISTURBED AREA 10.56 36.54% Q m o y � / , (V TREE PROTECTION 36" OAKS I WETLAND IMPACT AREA #1 0.069 0.24% . Tr \ \ E 14350.2 \ \ / % w= \ \ / FENCE AROUND TO BE WETLAND IMPACT 0.027 0.09/ / \ \ \� I \ \ \ \ � ( ,:• I! .�, - STAGINGAREAS(TYP) REMOVED WETLAND IMPACTAREA#3 0.062 0.21% a �_ ! "mi.!: �� ` - 3125 -16 I WETLAND IMPACTAREA#4 0.137 0.47% REMy�VE AND DISPOSE OF ALL CITRIUS \TREES{ i��, Q wLL i 11 tt IN ACCORDA�CF WITH T 1E REQUIREMENTS OF XXXY444 \ \ WETLAND IMPACT AREA #b 0.089 0.31% ? ri l THE f kLORIDA DEPARTMENT OF AGRICULTURE \ \ N 6494'04 I WETLAND IMPACT AREA #6 0.006 0.02% I LL i 4 & CONSUMER SERVICES € 14491 .?2 > CONSTRUCTION TRAILER w I IT y,L X' � 'm!! &STAGING AREA TOTAL WETLAND IMPACT 0.39 1.35/ O- >0 1 1 >.;; � �� (TYP) RO ERTY LINE I z 2 4N ? 1 IT 1 ec 4i ti \ N 5924.93 I o / / 1 1 1 I 1 N16435.37 STAKED TURBIDITY I Z sw - ✓ TABLE 2 -TREE REMOVAL SCHEDULE O Y ' \ \ N ▪ - • - - E/ 14456.3 / BARRIER 3125 166 U U w E' 1 ( x � \ WETLAND I TREE TYPE DIAMETER TOTAL NO. U w o N / l \ 1 X IMPACT AREA #4 LL K Z a= / , . w - ABANIiON EXISTING IRRIGATION WETLAND f � N 6346.49 I OAK 15" 3 Q 12" 17 o O o0 WELL IN ACCORDANCE WITH ' 11 / �� E 14639.47 IMPACT \ 18" 10 ws - - _ \ LOCALIAND STATE SPECIFICATIONS � w t / , AREA #2 I 24" 4 Q �; N \ \ \ / / /� . -.� �p 4U" 6 za I• II / DEMO 4,875LF +/- \ \ \ I I 48 3 a B � / OF EXISTING BARB WIRE \ .7 > • .;c - - - >a • 3i `t N TOTAL ore Ii I / SURROUNDING + SITE RE WITH \ I 42 F.5>- o • 11 13C CHAIN LINK FEPER n 1 = PALMS > 12" 53 tt 1 II 1 1 FENCING PLAN (TYI�)._T� WETLAND w� / >, IMPACT STAKED TURBIDITY 116 +II g F ro 1 ii \ � I / - NB4S4.21 E' ^' _� AREA BARRIE a$ Q OTHER SPECIES 8 3 a a a 11 _ 1 E 14508.35 � � 3125 -160 I 3 12" 7 o z $? ■ 1 II LJ N I I / \ ©1i 15" 11 z z U ZC F DEMO 1,375LF + / -OF L yz I m 24" 3 U zw EXISTING BARB WIRE / / E 14595.52 / [ coo ' II 1 T l_ J FENCE INTERNAL TO 1 j' d • TOTAL 25 r A I SITE (TYP) / e (. Lam g- 0 ° CD 1 11 _ I / 't a \ CITRUS GROVE N/A 5AC +/- � � F 1 1 � MPACTND / f / -�/' \ I TOTAL TREES TO BE REMOV 120 0 0 ° o � O Q o m AREA #5 FENCE (TYP)CTION / / ! P 1 NOTES: m a Z > M x zo / l D' a I eroln Q °$ < I re O a z (3125 i U z w `, / / / / 2a . \ I 1. TREES WERE LOCATED AND IDENTIFIED BY w 0 z w w❑ I / > / Is "Dl WEIDNER SURVEYING & MAPING IN JANUARY 2005. ° O 3 �I ai i 2a - D A. I 2. ONLY GENERAL TREE DESCRIPTI I.E., OAK, U w 0 w g EE I II \ ` PINE, PALM) WERE PROVIDED BY THE SURVEYOR. r n rn z a a TREE TO BE �• / i OAK 18D1& w 0 2 Z i II 1 SILT FENCE RE MOVED (TYP) I 3 UNLESS OTHERW IDENTIFIIED OAKS ARE 0 w z ri - / R 3 6" DIA L PALMS ARE 12" DIA AND 0 Fn x r 1 (2 ROWS,1rYP) \ / £ ...D A . e m O w ,A L L C , _ y 1 ~ / q / ca ._ Is DI 2 ' I UNIDENTIFIED TREE SPECIES ARE 15" D IA . W E J r- - / 3 ` �` 8 I ` \ IY`� / / / 2 ° "DI \ 7 /ABANDON EXISTING IRRIGATION 12'x! - - i WELL IN ACCORDANCE WITH E 14963.53 w \ ..- f 7 LOCAL AND STATE SPECIFICATIONS 50•DIA. \ I TABLE 3 - PROTECTED TREE SCHEDULE TBM #2 v / N 5924.48 / / 1 :: PER SURVEY / F ta° I 2a;Dla \ ._.•\. _PI TREE TYPE DIAMETER TOTAL NO. 5850.53 N 5900.87 \ E 14333.72 - - - - J F 13688.99 E 13789.45 1 I 4 RB ,,,i= - - - - - - - - ,/" OAK 8" 4 0 Q EXTENSIVE PRUNING / N 5924.53 - - - - - - - - - - - - - 1' I.R. cav PSN 3;, 10" 5 J I / -FN -FN,:, 1^ I.R. & CAP NJ 12" 20 I- Cl IS REQUIRED FOR CONSTRUCTION / • E 14411.96 15^ 10 Z I _ 1 \ OF POND. PRUNING SHALL BE IN � ' mil I \ 18" 24 Z / \ \ ACCORDANCE WITH NOTE 4. 1 • (TYP) 1 l � v I NOTES 24" 4" 7 2 0 1- E I i „a; �; . >; " v 1 1 I • 1. PROPOSED POND AND WETLAND SHOWN DASHED. 7. NO GRADE CHANGES SHALL BE PREFORMED WITHIN SILT FENCING 30^ 3g" 7 W ' 66 1 j co. / 1 2. CONTRACTOR IS RESPONBI FOR PREPARING A OR TREE PROTECTION FENCING 40" 7 V 0 0 \� , / \ I STORMWATER POLLUTION PREVENTION PLAN FOR A GENERIC PERMIT FOR STORMWATER UNLESS SPECIFIED ON THE PLANS OR IF TEMPORARY DISPLACEMENT 48^ 14 W Cl 50" 1 \ T�. � \ - TREE PROTECTION DISCHARGES FOR SMALL AND LARGE IS REQUIRED DURING 55" 1 W \\ \ _ _ _ FE�IG�ING 1 CONSTRUCTION ACTIVITIES. CONSTRUCTION. 60^ 1 Z W eV \ - '125-16t 66" 1 i 3. THE SILT FENCE AND TREE FENCE SHALL BE INSTALLED 8. TREE BARRICADES SHALL BE Et 1 - • \ J* . X / / / 1 PRIOR TO CONSTRUCTION ACTIVITIES AND REMAIN UNTIL INSTALLED AT THE CANOPY DRIP TOTAL 211 Q N., WETLAND IMPACT i CONSTRUCTION IS COMPLETE AND ALL DISTURBED LINE WHERE POSSIBLE AND NO W Z AREA #6 ,- 7 AREAS ARE STABILIZED PER THE SPECIFICATIONS. CLOSER THAN 10 FT FROM PALMS > 12" 139 J Q C I . N -- - / I SIGNIFICANT TREE TRUNKS. U X t- `- - - - _ - - - /J 4. CONTRACTOR SHALL OBTAIN A CERTIFIED ARBORIST TO 8" 1 I "••.,, . II TY-. -.- I SUPERVISE THE PRUNING OF ALL TREES DURING 9. ENCOUNTERED TREE ROOTS SHALL BE OTHER SPECIES 10" 1 ,. 1 1 N 5658.84 , -, -, -,J CONSTRUCTION. CONTRACTOR'S ARBORIST SHALL CUT CLEANLY. 12" 4 - • -• -• -• ` I CONSULT WITH THE CITY OF WINTER SPRINGS ARBORIST. 15^ 3 I F 1 E 14208.59 18" 4 N 5661.46 • 5. THE CONTRACTOR SHALL CONTACT THE CITY ARBORIST 24" 4 VERIFY SCALE E 13927.40 \- 1 TO INSPECT THE TREE PROTECTION FENCING AFTER 30" 2 BAR IS ONE INCH ON I N 5588.16 1\ N 5586.18 I INSTALLATION. ORIGINAL J E 13873.05 Vi E 14331.81 TOTAL 19 DATE JULY 2008 - - - - - - - 7 -‘ 6. IF ADDITIONAL CONTROL MEASURES ARE NECESSARY TOTAL PROTECTED TREES: 369 j `" - " - - - " __ - - - - - - - - BEYOND WHAT IS DEPICTED HEREIN, THE CONTRACTOR PROJ 376676 m SHALL COORDINATE SUCH MODIFICATIONS WITH THE CITY DWG C-3 w INSPECTOR AND PROJECT OWNER. SHEET w FILENAME: dnO5c003 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:41:51 AM 1 I 2 I 3 4 I 5 I 6 18 "DIA' N2: ` / w 24 "DIA i • j a w o I ; _� w ; SEE DWG G12 FOR CANAL j CROSSIGANDBOXCULVERT 3 "DIA. `` { `� \ � ENLARGEMENT PLAN 1 DWG G6 � �! �, ELL g 1415 D' I1 /' �WG x WI I DWG G5 a m 0 7AK 1 (4 ,I q3 ._//1 , ' -4}' 0 �' KEYMAP Ito\ `i' BAHIAHYDROSEED DIA.2 \ Q ao DISTURBED AREAS 24" IA. N LL rz K. REMOVE EXISTING �° LL W4 BARB WIRE FENCE i - o� ti c 4 "()IA. )8 "D A �P AND INSTALL6'HIGH J � ��_ q VI ■ - C IK AC N633�2 VINYL FENCEAT BL jO 0 ¢¢ (11) •-• 5 ce b ( I PROPERTYLINE HALIN K I� z s w E 14d�7$. r{, 0 30 8 9 O Y 231 41� } o f .. re 0 U 4 —15 / "PT �13 ® t Scale In Feet w 2 z a -� \ � I I o w o 1413 -v �' ■ i g EE 12 a rc3 11 _ % p 1 iw °? 7 �� ii: �q , ) I A. + o a o 0 g POND 5 \ 3 °DIA. 0 0 mm0 O 4 DE; i WATER EL =7.0 T HE \ m� ¢ LL m rt Qo TOP EL =14 -0 / BOTEL =0.0 7 ..a 0 z a 100 -YRFP EL =13.38 8 - 12 "D.. o s } j 4 o wz I § ~ z ° 0 O �� .9 9 24 "I I 3 g W �� 10 \- m � � f r � n � O Z ¢ H �, i ox // / 1 12 �\ HK � i ' 0 4 � C7o g m a r 0' 0 0' o w z 24"D , N. m x • N �12" �, \ k AI " I w ,e 7 , - 1 "DIA , '' v °, tea_._ DAK I x N6106.84 ,` p 7 p- ;0 "I A. PINE 18 "DIA �~�\ "DIA. OAK iX E14450.78 � " 18 DIA. + 2 ti b b ; a^ 48 IA. w - 24 IIA. " A. OAK A u ® Q 15 "DIA 15 DIA. 5' 48 IA. OAK > 40 "DIRSo 1 i � p� N 6087.72 + ., \ .::. , y q ,9 � � le N E14515.09 � "I‘ N 6083.51 � 24 'DIA' a 18 " 'I I E14500.21 xr 24'DIA. �\\ I W = Q N 6066.04 SHEET PILE WALL OAK \ ° � ; > H z TOTALLENGTH =49' 18 "DIA. �A • # \ \ ❑ I �, o E 14490.46 TOP SHEET EL= 16.00 * 8 p I E _,W. N6054.56 gOTSHEETEL =0.00 } 18 DIA. l DA 1,', 8 "DIA. III I L`' N co J a E14493.71 O 15 "DIA. 24 ' \ AK n � 15 Mini ��,,,,,,,, `cR 1 \ 1 2;1. w� SS, I q' q p q � -, 16 DIA. w w \ BREAK FENCE I 1 , 17 "�{ _,� } \ FOR CANAL •' I C TIE TO GRADE Q e e e 24 °DIA. 12 °DIA. � 10:1 OR FLATTER, TYP { \ I I I I — I o, } #� 50" y, a, VERIFY SCALE � N 5924.93 I 40' SETBACK 18.0 u 24`j)jA. \ E14963.5 ow IS ONE INCH c J 18 "DIA,` \ I 2 a L 1. q. DATE JULY2008 I- PROJ 376676 m 2't DWG C-4 w r 1 fl / n .-.r, nr11 7,11,_ SHEET w FILENAME: dnO5c004 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:44:30 AM 1 J 2 3 1 4 I 5 1 6 I I S� �` '1C a m J r � N 6170.88 a ° _ 6. 3 E 1:6216102.6:6175.73 E 14328.51 ," Cz° 1 s. E Fit a RZOO' DWG G. LL BAHIAHYDROSEED 6 t � � I � m ALL DISTURBED AREAS A' ; ^r E 14245.51 tg � D WG C -4 A 13 N 6073.71 II11I m L_ SHEET PILE WALL E 14246.99 DWG C-5 I ,` z < I.L. TOTAL LENGTH =69' 1 D TOP CAP EL =16.00 C -14 N 14246.99 N 6057.30 a m O A I TOP SHEET EL =15.50 Q u BOT SHEET EL =( -)1.50 E 14249.21 \ E 14383.59 0 C -13 KEYMAP rc= N 035.51 I 12 N 6023.72 E 64235.28 R � Bg. Q aLL E 14009.34 N z =O ♦ 13 N 6032.94 a rz E14211.03 O LL TE 14 N 6018.89 a 4 13 60' r6:1 30.27' I 12 60' @ 6:1 8' 150.37' 8' E 14164.89 2 h ♦ 11 I I Q 21 2:1 0 :ie O z 8 In Feet m j U I 7 N 6018.08 W a z El 6 5 E 13941.58 ® I5• ❑ 05 4 ws 60 e 3 14 , n 2 P 2 13 6; R S j / ? ♦ 1 12 2 ➢B' , a a B 0 11 o aw 10 0 /0, i N 5990.85 w ?� 9 8 1 25., E 14398.02 O w N 5925.48 N 5925.48 _ 7 I N 5964.19 0 ° ,1 E 13723.22' E 13791.22 6 5 E 14205.57 3 4, ' ' ¢ Q Q P-91- 4 z Oz 25' BUFFERAT THIS PROP CORNER ONLY p z oz ♦ ^ rye 5 N 5924.48 z z Q 7 ,0 6 .17 E 14333.72 6`' N 5921.03 7 E 14272.93 N 5911.98 U o E 14138.08 8 E 14288.19 �+ IY OZ N 5882.81 CD I- � ♦ N 5860.01 POND 910 E 14261.72 o U 0 1 - om E 13818.59 11 SHEET PILE WALL ® a o, N QQ O g o =o WATER EL = 7.0 TOTAL LENGTH =48' ¢ w V r p TOP EL = 14.0 / BOT EL = 0.0 113 N 5864.27 TOP CAP EL =16.50 MT o m z zo . FL 16 100-YR FP EL= 13.38 N 5842.12 TOP SHEET EL =1600 O z � ♦ N 5851 880 §``.. a Q w N 5797.96 E 14196.73 14 BOT SHEET EL =0.00 r w z ix E 13881.44 15 E 14263.65 - 9Z g O O 16 0 EE N 5771.81 X ° co ^ °o m z D_ a x� E 0 t7 CO 13937.67 o w z N CO :::: E 13770.82 17 40 / N 5749.57 Q E 13833.67 yet W ' III ♦ U H Z co 1 NI a REMOVE EXISTING E 13931146 10:1 O FLATTER, TYP 1 BARB WIRE FENCE E N 5689,52 I AND INSTALL 6' HIGH ♦ E 14090.35 I VINYL LINK FENCE BLACK C PPERTY LINE � 3231 RO 410 ♦ N 5588.16 N 5586.18 E 13673.05 E 14331.81 VERIFY SCALE BAR IS ONE INCH ON O C .. ., v .. v .. O v G v v v v v O ORIGINAL DRAWING. 4 0 -1" � DATE JULY2008 I- PROJ 376676 m m DWG C-5 w SHEET w FILENAME: dnO5c005 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:45:16 AM 1 1 2 1 3 1 4 1 5 1 6 REMOVE EXISTING d N 6732.14 BARB WIRE FENCE SEE DWG C-11 FOR WETLAND LA > AND INSTALL 6' HIGH WATER CONTROL STRUCTURES a w E 13672.79 • CHAIN LINK BLACK ENLARGEMENT PLAN m BREAK BREAK IN FENCE IRE FENC ril ''- "o 231411] FOR CANAL � -- - ja 0 0 DWG C - 6 ; A o c 0 o c c o c o c c o o c o o c o -' WGLL Cr • r N 6690.45 N 6690.13 y3 0._ r N 6656.16 LH . G 4 E 13803.39 E 13961.50 o Ii N 6689.61 E 14281.40 m A N 6689.70 E 14214.98 ` ❑ - x • m E14170.65 `11 z a w o % 2 "D IA . ¢ E r >Q 10 N 6607.96 12 Q - co CL i KEYMAP ¢ m ° i 4 2- • 1 / E 14038.39 io / "•.' d 12 � j � �� aE /� � [ N Q ag N 6607.45 till 10 // R8 `f 6,41 z - =o E 13720.22 9 £' r o g w. LL r�q / 7 N 6607.70 u /5.75 � ? 4;.? E 14087.49 O rc o // S N 6649.95 N 6649.83 R Q 70 N 6644 q g w x 9 E 13803.31 E 13961.42 B ' E 1417 e 0 30 60 90 z � a s O Z z z I O Y 4 w N 6622.91 N 6629.29? Scale In Feet m = m � 73 E 14000.79 13 E 14245.30 • W U z - a N 0.56 6596.83 1 r N 6607.45 N 8807.18 O // / / ❑ 0 $ N 6584.83 N 6522.33 E 14132.48 E 14232.25 �� ¢ Z o E 13760.72 E 13908.22 h E 13960.72 A Q �t 10' c• N 8550.64 A N 6553.15 n? \ r E 1408683 N 6596.97 E 14073.33 . 5 � z' B k 4 g E 14266.8 \% -`, %W N 6522.33 2S 2 __ \ o m� N 6522.3322 E 64035.73 N 6 R92 10 � E �� N 6535.94 \ O``` , 1 w o E 13865.72 �\, E 14314 76 � wx R ? . E 14131.82 �� Q 6� Q� N 652233 Ck a s p C ❑ ❑ 3 5- . z o z p 2 \ \� E 13920.22 Z Z Q o 40.5' @ 6 :1 11.5' 82' 11.5' 40.5' @ 6:1 14' 40.5' @ 6:1 N 6479.32 N 6485.32 N 6486.82 O o �' 2:1 v I E 13 9 06.22 E 14066.94 ° o, E 14133.16 N 6488.40 rn < 6479.32 ^ o Q I II N 64 40.1 1 11.5' E 14310.62 0 0 E, o 0 co LU ow 13720.22 Q 10' E 13920.22 @2.'1 CO ° m 0 p g a w @2:1 �!% N 6440.11 o m Z LL o z o i � E13960.72 5 a o O a ° z _ z LL i� 1 / � R42 Q WETLAND R 118, w O ' 1 fi N 61339837.558 WTOP E E= 12.5 5 i O 0 w g U J N / p� � Rai E 00 YR FP EL T1 2� C7 o (no 2 CO • a ,16 � o w z N N641345 . 57 m O w N 6379 E 13970.12 5 w j C SEE DWG C-10 FOR POND i WATER CONTROL STRUCTURES ENLARGEMENT PLANS 12 immi N 6351.491 4 5 N 6351.60 R 183, w R 13 �� 13 E 14041.33 3 E :4250.92 w Bp' \ 14 1 2 x °° 01&l kilM 1M • 13 0 \112 N.,4‘) E N 14137 6336.74 .37 N 6323.92 N 629:.32 10 Q 0 f 0 ' / E 14408.83 . �' 89 Q N 6307.67 6 E 13 23. ° � . 6 7 $ E 14088.58 8 1 - 5 9 � 2 10 1 U 1 12 W c 12.5 13 > H Z R �2' E 13861.26 U co N 6299.32 Q �O 14 ,p d • E 13791.22 15 s0' 60' @g: N 6308.16 20' 10' 10' L 0' 60' @ 6:1 8' 129.81' 8' N 6292.66 E 14262.67 Ih 1i 15 @ 2:1 @ 2:1 E 14015.39 14 N 6264.60 13 o C N 6256.47 E 14101.72 /7 E 13921.04 9 8 N 6262.30 7 E 13988.79 6 5 4 I TIE TO GRADE @ 1 10' i .Q VERIFY SCALE POND 10:1 OR FLATTER, TYP gp, p � 2' BAR IS ONE INCH ON BA YDROSEED S'1 ORIGINAL DRAWING. A ' WATER EL = 7.0 ALL L DISTURBED AREAS 8' I TOP EL= 14.0 / BOTEL =0.0 DATE JULY 2008 I- a C -13 100 -YR FP EL = 13.38 N 6175.73 @?. PROD 376676 m DWG E 14260.68 VIII E 14328.51 SHEET C-6 0 ° w FILENAME: dnO5c006 352123.dgn PLOT DATE: 7/18/2008 PLOT 11ME: 10:45:54 AM 1 I 2 I 3 I 4 I 5 I 6 1 .% // I I 1 V t CONC. AP (TYP) ® a z , rc CO G34fii Ln "• ® �� if p TOP OF C _ 12' _ 4.40' ^ : , ` 1/, � TOP OF SHEET �/ E14 f w 1 •i - EL - % LLa DWG C -7 / N : ' .. , • 41" , TOP OF SHEET TOP OF CAP EL= 10.75 I 3 12 g 15' EL= 1025 .1 . / 1 J '.r 'r i 'r.' i . ice -• f ' -50' � x 13.0 N 6337.68 CLASS I RIPRAP z a LL U 13 \ d50 SIZE = 8" TOP O I 1 .--z.,, r r 13.0' 30 13 . a a E 14600.79 1.5' THICK KEYMAP EL = 7. / / I I 1 a m 2 3 127 -925 _ _ _ °- �: a :.e:2:_ CLAS� II RIPR�P ° �` �' �` '� �'1�'�'� �'�'� d50 SIZE = 12" p d 14 % • 14 MI ,, a 8" REINF CONC DRIVE /// ///0 I I /// //k\ I �� I o� ¢ aLL ° 12" COMPACTED LL J 13 I_ GRADE 6 T' oEL=R I 0 213 -24� F / A SHEET FIILE WEII I 11 EL =4.5 I OTALLENGTH 12' I FO �TO CENTER OF 2 DGEOIIEXTILE O >x N 6311.31 TOP CAE EL = 1 75 `,T4 a E 14672.90 I TOP SHEET EL 10.25 I 4' 1 RIPFAP (PM) z 12 a s CLASS II RIPRAP N 6295.79 o BOT SHEET EL q ()3.50 0 z 4w 11 25�THIC_12" 1 I 1 1 I I I \ a_ > O li PM E 14603.79 S I - N r 3127 -925 o? ® I \ W Z a x (� BOT OF SHEET I I I I I I 1 I p _1 10 rn `� ° N 629 '.18 �® EL= ( -)3.50 J J J J J J J J L .1. I < w= I SHEET PILE WEIR 1 E 146 TOTAL LENGTH = 12' /// y / /!�\\ /// Y / /l�\\ < E3 -I■� a AA/ //e V rc � 9 �� - , oF.�R TOP CAP EL = 10.75 TOP SHEET EL =10.25 Nw 1` OT SHEET EL = (-)3.50 T my P R 8 a s 0 14.5 p w 70 O SECTION SHEET PILE WEIR PLAN VIEW ° w- 7 ,� 1'6 0 4� C SHEET PILE WEIR E NTS w w M r° ' TOTAL LENGTH = 102' ¢ ¢ < I 6 a a (WEIR NOT INCLUDED) TOP CAP EL= 15.00 a G7 0 0 N 6288.73 E14589.26 Q � /� TOP SHEET EL =14.50 O p C7 U - 5 g )�IO �C \ ' V • �l� BOT SHEET EL =( - )3.50 z zco -� • C fir` 7 � 1 .,t o•c o•• • �• ° 40' 1111,111111111111111i1 15 d `- 41 •jl 6 • •gl' O ' . � .. , \ N s267.sa E 14688.22 N 0 Q - ° • • ' • • • r-' �� • .1 � � 1 ' ° h \ �� N 82808 0 01 / �n NY a ca q E 1456814 °4 E 14591.26 $0'i� 0.7. � � \ _ ° $ ¢ O zz +A 6 PD % �'p �•o O• ., s co 0 z LL z 2 i ) V, s 7 - � . � • 4,11... • CO O J w o I� m �- ` 0 r �^ w O Z ¢ a z d N 6258.78 o m o 0! a 6 OBI v N 6255.44 E 14654.16 . It t7 o w co y E 14606.78 15.0 �� ° m O w !' w s 7 ©® CLASSE=12" v� �`� '' II 011111115.■ d50 SIZE = 12" ` I � 2.5' THICK N 7 `�� I ` ° 8 ;127 125K E 14689.30 6247.19 N 6239.07 ` �' a Fe 9 ,D� SHEET PILE WALL E 14694.21 W TOTAL LENGTH L 151' TOP CAP EL =15.00 a a TOP SHEET EL = 14.50 nrr 1 BOT SHEET EL= ( -)3.50 ° 0111111111164 i ii N 6 E 188 > 9 // L_ 1 Z 14 N 6202.95 i ,v �� W j 0 E 14595.41 - 3 4. �, � 1 8 // � I� co 15 • 41#6 . �� N ` VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. - � 1Q 3° 0 1" 4 ale /� DATE JULY2008 \ 1"=10' PROJ 376676 m �� \ DWG G7 w SHEET w FILENAME: dnO5c007 352123.dgn PLOT DATE: 7/18/2008 PLOT 1:19:57 PM 1 I 2 1 3 1 4 1 5 1 6 d w ui a w m zN w LLr � VARIES EXISTING CANAL , - C3 d TOP OF WALL _i w c, w TOP OF CAP EL =15.00 _ < EL= 15.00 I- g 2 ' - TOP OF BANK 3 _. OF EXIST CANAL V ' =. - TOP OF SHEET= 14.50 A . T OP OF SHEET = 14.50 EL =14.0 +/_ �v _ _ Er? � \ \\ y\ z > z 0. 1 SLOPE AWAY ce FROM WALL \ � > >- 0 SH PILE WALL Q o TOP OF CAP TOP CAP EL = 15.00 EL =10.75 TOP SHEET EL =14.50 a \ / BOT SHEET EL= ( -)3.50 My \ / O aN TOP OF SHEET= 10.25 SHEET PILE WALL / EXISTING CANAL 0 �_ TOP CAP EL= 15.00 SIDE SLOPE Q a� • • TOP SHEET EL= 14.50 \ / z = BOT SHEET EL = (-)3.50 S \ / a 1-g SHEET PILE WEIR / u ~ DIRECTION OF CANAL FLOW TOTAL LENGTH = 12.0 a / (7 �� - NORMAL WATER EL = 7.33 +/- TOP CAP EL = 10.75 \ / 2 w= TOP SHEET EL = 10.25 j \ TOP OF RIP RAP / z BOTTOM OF BOT SHEET EL = (-)3.50 \ EL= 7.0 +/- Q z -ti 40' EXIST CANAL F O y 4w TOP OF RIP RAP I EL =7.0 tz ,-■ • f.--41 • • I D > 0 w � TOP OF OW %.. • / r • • /C • r /.•O • Y7 /.•O • 0,1%.4.* F OLD GEOTEXTILE O w o ,:_.:_.:_.:_.:_may m .. m • O • p • . • . O al O /• 0�v,�I • � 4' INTO CENTER W Z aF • i • _ /// //� /// OF RIPRAP (TYP) 0 Si q ______ • ________ 2 z' / / //� \V / /� 4 FOLD GEOTEXTILE _\/ FOLD GEOTEXTILE CLASS I RIPRAP BOT OF ? RIPRAP Q / / / / / \\\ /// //0 4' INTO CENTER 4' INTO CENTER d50 SIZE = 12" CLASS I RIPRAP _/\ CLASS I RIPRAP OF RIPRAP (TYP) _/\,_ OF RIPRAP (TYP) 2.5' THICK o ore d50 SIZE = 12" _/\ 3127 -92?? w rc� ?_ 2.5' THICK 1.5' THICK J 0 127 92 5) (3127 -9 - BOT OF SHEET = ( -)3.50 0 =a o� GEOTEXTILE BOT OF SHEET = ( -)3.50 H r M ro LINER (TYP) - o o SECTION 0 ° " ° _ Z z o 7,o O S ECTION G NTS 7,o NTS 1- G8 a ( o 1- <c G8 . Q co �N 0 0 0 2_ .o 2 r w Q _1 -O 0 QO = m Q m D: ❑p O Z E O z O zz Z W LL r� TOP OF WALL > r 0 Q w° O O 3 1- K. i EL =15.00 (TYP) DRAIN TO 0 w N w J W o= N < UE V iiii TOP OF SHEET = 14.50 �` E OP OFO o z < =_ tl O w z r 1 �� \ \\ / / / / /��\ °° ° w 01 w /�� ` I W C w I SLOPE FROM WALL EL =12.0 _ $ 40' SLOPE AWAY y 6' HII RDKI H I C GS HAIN LINK ii F ROM WALL = > TOP SHEET EL = 14.50 SHEET PILE WALL DEBCREEN TOP CAP EL = 15.00 PER G11 TOP SHEET EL = 14.50 W SHEET PILE WALL BOT SHEET EL = ( -)3.50 a y Q TOP CAP EL = 15.00 S MIT W CLASS I RIPRAP VARIES 4 15' BOT SHEET EL= ( -)3.50 qv d50 SIZE = 12" W Z j 2.5' THICK FOLD GEOTEXTILE CLASS RIPRAP > \ 0E - 3127 -92 TOP RIP RAP d50 SIZ = 12" Q _ 4' INTO CENTER 2.5' THI H EL P OF 7.0 +/- OF RIPRAP (TYP) GRADE AND SLOPE 3127 -925 PER PLAN > Z W II . p I • Oy Ill P • • . O Q 1 I 1� O a • �1(iu•j ¢� 4, i �% 0. " •/c 0• W /// /a\ / / /,� //,/\ / / / / /� X1: 0.0 •. • •' 0.044 •.• % // % / / / / / / / / / %O /% _ 0 co BOT OF RIPRAP /// / //�\\\ /// // \ V EL =4.5 FOLD TILE Q - 6" REINF CONC CENTER INTO CENTER 12" COMPACTED -I OF RIPRAP (TYP) FOLD GEOTEXTILE SUGRADE C 4' INTO CENTER OF RIPRAP (TYP) (9213-240 _/\/_ - BOT OF SHEET = ( -)3.50 BOT OF SHEET = ( -)3.50 VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. SECTION SECTION DATE J DATE JULY 2008 I- O NTS I NTS PROJ 376676 m DWG G8 w C -8 C-8 SHEET w FILENAME: dnO5c008 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 12:18:21 PM 1 1 2 1 3 1 4 I 5 I 6 d w La a w m zN w LLr � POND TO CANAL o J = z I FE- L 40't 15' 20' = - LL MAINTENANCE DRIVE TOP =12.0 .5' A p z z a LL 6' HIGH 0 C FOLD GEOTEXTILE CHAIN LIN� WATER ¢ m m o 4' INTO CENTER FENCE (TYP) EL = 7.0 WATER t� OF RIPRAP io 0 w= aE (NP) TOP = 6.0 a ¢ ag WATER EL = 7.0 TOP = 6.0 z = fox •F • • • • • .. iTi� 1. , 1�=-- z as III h . � . �� .�. � . .�. w �o � o , . � . .. _ •_. III (= .t i `—.. � /f i {��,�• ��_•_ ��•�� = CLASS 2 RIPRA LL m 11 ** , iy! �1 • I I I 1 �� I I U 6 " REINFORCED CONCRETE d50 SIZE =12" Q z w rc THICK o o L — — 12" COMPACTED SUBGRADE 2.5' g, 3 213240 (3127 2 w i I , 3" FENCE POST SET a g —III 1 I II IN CONC (TYP) Nw CLASS 2 RIPRAP z `I B d50 SIZE =12" o aw 2.5' THICK z wo (3127 -920 O =i O SECTION- MAINTENANCE & DEBRIS SCREEN o a NTS oo C-8 o O 0 8, z z • p 0 1" MESH ALUMINUM CHAIN 6 0 7 LINK FABRIC, 6 GUAGE 15 o a (TYP) IY o °' < (A tw/1 L 1 L. 48' 28' 48 10' o N v o 2 ¢ = ¢ o 100'_s } z r o zo EL =15.0 o ¢ p _ 36 (3) REMOVABLE FENCE PANELS @ 28 36' 5 w 1- o = z r r EL =14.0 (nom o o Z¢ ❑ �n Z D' d xx � 10' MAX TOP = 14.0 ?' o 2 m �o C ' ; 3 "TOP BRACE EL =13.0 w I ig — 40°,14 i c i �� ♦111 al ...p...p:...... � Ip.p ♦♦ ♦ ♦ . ii% o "� ♦��e 1 - -1 1 =• D ■ � ♦i i ♦ ♦ ♦ „ % • ♦''� ♦i�i�♦� % ♦�Oi ♦i • I�� I r _ I — I 1 =1 1 = 1 -1 -1 1 1 1 ♦ ♦ ♦ —II z I� II 3" BOT BRACE 1 O TENSION WIRE II 1 EL = 6.0 11 THICKENED 11 II „ � I I ♦ EDGE (TYP) J 0 ALONG SIDE SLOPES �,t him, ♦♦s ♦ ♦ ♦ 1 1 J z 0 ,ii ♦ ♦0"i 1 (TYP) 1 ♦i ♦i ♦ - - 11 WATER : L= 7.0 I _� =I II Oi . c9 4 o lI 1II— II ul��iul�°� I = W 111 111 1111 1111 f , / ' III 1111 111 1 a1' II II II II , / / /I�'� / /,I� /� II II II 11 > z6 1 11 1 l l lul - III -III- l u l l u l l 1111 ” - z 3" DIA FENCE POST SET U U U U IJ I- 1 I 1=1 I I J IJ IJ u u u U 01 W W IN CONC (TYP) I 1 E I– Ir THIS PORTION OF 1 } FENCE TO BE BURIED INTO POND S IDE SLOPE 6" REINFORCED CONCRETE THIS PORTION OF CO fn SIDE 12" COMPACTED SUBGRADE FENCE TO BE BURIED INTO POND SIDE SLOPE 03 C (3213 -24) W 0 VERIFY SCALE BAR IS ONE INCH ON O SECTION- MAINTENANCE & DEBRIS SCREEN J ORIGINAL DRAWING. u 1 NTS a DATE JULY2008 1- G8 PROJ 376676 m m DWG C-9 m SHEET w FILENAME: dn05c009 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 12:22:25 PM 1 1 2 1 3 I 4 I 5 I 6 d O. POND OVERFLOW WEIR WETLAND a i m w L. w (r:70, LLr rc 8' 24' 38' 20' 30' 7.5' 11.5' C7 d EL =10.75 _i W rc EL =8 EL -9 a EL = 7 EL = =LL g 82' �� "'av • ri• n . :� =v WATER EL = 6.75 WATER EL 7.0 • V _,, a.;AF.° % : a III III III `' Ur ' A N 6479.32 11 K o Z x 1 III I II -i 1 1111 1 15 = IlI i Z a LL ° E 13854.22 ¢ u - 6 CLASS I RIPRAP 6" REINF CONC CLASS I RIPRAP 6 1 D' Le Lo ' I = i = I I' 2 d50 SIZE =B" d50 SIZE =B r C7 12" COMPACTED SUBGRADE " 2 > a co N6452.41 EL =O 1.5' THICK r3213240� 1.5'THICK EL =O ¢ � E 13837.35 3127 -925 3127 -925 CONC CONTRACTION . 9 n1 3 JOINT @ 10' j a1 O POND OVERFLOW WEIR a N 6448.32 1 Z =o E 13803.22 ® NTS LL cO MITERED END SECT ON C-10 �� 0 FDOT INDEX 272 2 w= 1 INV EL= 0.0 �� 2 - �j _ 49' WEIR z0 z'¢ 3 O 4w 4 � m 2' 19.5' 10' 19.5' 2' 2 5 U w I 5 - - POND TOP =14 W wdu, 85.75 WEIR EL= 10.75 0 Z (S) LLF 0 IR = III = III =III g 11= III =11' 2 w - I111111111111111� 7 \ 1 M n I1= 111=11 1- III= 1I =1I = \\ m 1 \ \ \ \ \ \ \ \ \ \ \ ��"`= 111=11 I- '' =III= III =III_' �\ �\ \� - III =IIL -I ¢ mw l': ■MMIIIIIIIIIIII 1 w o _,�i 11 111 III IIL o� N 6435.32 TI= 1 I- _ CONTRACTION JOINT - z= 9 RCP 6" REINF CONC _I @ 9' SEPARATION, TYP Z 'wp BN E 13803.22 12" COMPACTED SUBGRADE ° o 10 � x 213 240 36 g w 4 w w r o \ d50 CLASS 1 RIPRAP o o z¢ 11 'THIC 8" POND OVERFLOW WEIR ° ° " ° _ 1.5' THICK O z Z U ?c (3 _92� rZ EXPANSION JOINT @ ° N',„_.,., zw 12 NTS BASE OF WEIR a 12.5 „ C-10 U °? rn F � d °) ¢ co j ai Go O 0 �° - id � �• POND OVERFLOW WEIR 0 ¢ 399 POND OVERFLOW WEIR WETLAN 38112 a . �' N 6399.32�PER SECTIONS @RIGHT) 8' 60' E 13821 . 22 EL =14 / 12 a N n o 13- ce 8Zd EL � '> g N 6379.32 1 a N 6379.32 t 7 { POLE MOUNTED r n U O a 2N E 13811.22 E 13821.22 FIBERGLASS SKIMMER !I o m o 3 D_ xx © ,�_� a � _�� ' PER DETAIL it illl_I11= III = 111 '' 1 1 11 =III= ,, O ° g U � II= III III - 13 �� 10' III - -i�rc WATER I��V� \� ' 10 11= III= III= III= III ='' WATER o w z y EL =7.0 \i\ _I - EL= 6 ° m U O w ® ! �k1 - - 6 - III= III - 111 =111 11= III= III =III =' w q C / 2' �� 2' = 111 = 111 =1T' 6 ., =i u _u 64 % III -11r -11` I i LJ L 64 ° 14 =III =1 122' - 36" RCP @ 1.64% = 2.0 - 111 111 III III I1 =111 III w =1i' S_1 - III = III = III = III = III = III =1' ® °III= 13 EL= 0 DRAWDOWN 11 1 III - 1i' 11 I ' EL = 0 8 IIL 4" CONC PAD TYPE POND "H" DBI W/ 2 -GTARE STRUCTURE STEEL TOP CLASS I RIPRAP PER FDOT INDEX 232 MITERED END SECTION M TO EL = 10.75 FDOT INDEX 272 @ 2:1 12 d50 SIZE =8" INV EL = 0.0 J a 1.5' THICK 122' - 36" RCP @ 1.64 /o E &W 12" SLOTTED SIDE WEIR EL =7.00 J S DUEL 23" SLOTTED FRONT WEIR EL =7.00 / 0 W 3127 - N INV FOR 36" RCP =2.00 Z W 11 POND DRAWDOWN STRUCTURE CROSS - SECTION 10 NTS = 0 0 0 CC g 11 , GREEN FIBERGLASS ALUMINUM o_ E > W J POST MOUNTED GREEN SKIMMER POST SET IN 1 11' 1 91" 4' U Z 8 1.7' 7.58' 7' X 11' X 4' HIGH W FIBERGLASS SKIMMER SKIMMER P) RETE 1 7.58' 1 23 24 23 10. '18" 12" 181 EL Uj TOP EL= 11.00 r �0.5" // L' • • " " " 5 EL =10.75 W / / ® STRUCTURE �� \ \ � \� \\� � �` Z ce 7 . POND DRAWDOWN STRUCTURE TOP EL= 10.75 I I \ 1 \\I \1 SEE DETAIL RIGHT TYPE "H" D W/2 -GTARE STEEL TOP ,►�/1 FOR WEIR PM �� @ N6329.15 DM / SPECIFICATIONS ��PERFDOTINDEX232 INV EL= 7 . 0 1 \I d 0 ' 6 N E 13837.64 I . • TOP EL= 10.75 �•, -,U� • ��• _ E &W 12" SLOTTED SIDE WEIR EL =7.00 :111=111 = 111 =111= �� CC C ,,�.,, - - S DUEL 23" SLOTTED FRONT WEIR EL =7.00 -iii = - = I I I E MME nIii i * 8 2' WIDE CONC N INV FOR 36" RCP =2.00 11 I / ' 111= 111 =I EL = 7.00 EL = 7.00 i_ �� 5 N 1 MITI �� / PAD • INV 1 - 11 N • • • - 4 4" CONC PAD m 4" CONC PAD D WG C-10 / 3 ALUMINUM POST VERIFY SCALE / 2 SET IN CONCRETE, TYP GREEN FIBERGLASS SKIMMER WEIR DETAIL WEIR DETAIL 2008 F 1 ' 7: X 11' X 4' HIGH S VIEW W &E VIEW BAR NCH ON ORIGINAL WAN D DRAWING. 0 PROFILE VIEW PLAN VIEW • ■ r a � �2 4� 0 10 20 30 N PROJ JUL 3766776 KEYMAP Feeel S -1 - WATER CONTROL STRUCTURE DETAIL Scale In Feet DWG G10 w NTS SHEET w FILENAME: dnO5c010 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:53:29AM 1 1 2 1 3 1 4 1 5 1 6 r . �+ _ EXISTING BADE 12 COMPACTED SUBGRADE 13 TOP SHEET EL =12.00 a w 6" REINFORCED CONCRETE �32 240 r 1 \ . _ L q W � - �p 4 . ` / 10' @ 2 :1 22.5' @ 6:1 22.5' 19' 12' VAR o a wY -' _ niti . BACKFILL AND COMPACT z re � 'I-1, r BETWEEN CANAL SIDE Ja ' s \ EL 8 - - i.. EL =8.75 _ SLOPE AND SHEET PILE = LL DWG C -11 r; _ 0 ELa.o ' �' EL -6 40 / 40' BUFFER EL =5.0 wog a • 'mss... .:_. ;_.. -. .r - r.. i BOUNDARY MICRO POOL III - CLASS I RIPRAP p z A 111 111 III- d50 SI =B" 1001.E is {:, r �' SHEET PILE z > 0 BOT E =0.0 - a w ° _ . I = 111 - 1.5' THICK I I II I II I WALL Q LL \` A 127 -920 - - � 1 a KEYMAP ' I - 1 11 a m O LL CLASS II RIPRAP O SECTION - WETLAND OVERFLOW WEIR no 2.5 THICK 0SIE =12 ❑ �f NTS BOT SHEET 2 127 -925 EL= (-)4.00 a 0 NNN N 6671.63 L: G11 < 0.0 / E 14342.35 ? o luLL E ~ z d EXISTING GRADE TOP CAP GRADE a T4 \ V� EL =12.50 6 5, - _ r TOP SHEET ( TYP) n ff1= 2 w= \\ 111 z EL =12.00 (TYP) N6659.76 ¢¢ TIE TO GRADE E 14340.61 30' p y 4w @ 3:1 (TYP) SHEET PILE o! > U w 6 SHEET PILE WALL .40 SHEET PILE WALL i n h TOTAL LENGHT=94' WEIR EL VARIES WALL ( ) p W .= TOTAL LENGTH =70' ® /- EL 8.75 - EL 8.0 Si o TOP CAP EL =12.50 TOP SHEET EL =12.00 A TOP CAP EL =12.50 � � � _ < 12o 111 ,.. ............:. ::::... -:: :......:..•..;.: :..,,:.: z w a TOP SHEET EL =12.00 0 BOT SHEET EL =( -)4.00 - % / / / /�� / / / / / / / / / / / / / / / / / / / / //, Q BOT SHEET EL =04.00 11 1 � 0 9 I I I I11= rc3 8 76,4 BACKFILL AND COMPACT '11E1 zw -12 BETWEEN CANAL SIDE 6" REINF CONC 1 15" RCP (2) N 6641.41 SLOPE AND SHEET PILE WALL 12" COMPACTED SUBGRADE () a z da N 6643.15 E 14330.16 BOT SHEET O O p a° B E 14318.29 EL =(- )4.00 0213-2 • W 41 12.5 ® 0 (TYP) z Po =i CLASS II RIPRAP O SECTION - WETLAND OVERFLOW WEIR W W o w� d50 SIZE =12" 3 1- r Q ro 2. THICK NTS 0 o g�g ®© , (3127 -925 C-11 z Oz N 6614.24 N 6625.58 z z m O E 14312.60 E 14327.84 6.40 ❑ �o CUT OPENING IN -HEFT PILE WALL POLE MOUNTED SHEET PILE U ° WETLAND OVERFLOW WEIR • R PIPES AND TOP CAP a ix °- FIBERGLASS SKIMMER (PER SECTIONS @ RIGHT 7 \ ?L e G W /GONG PER (PER DETAIL) TOP SHEET EL =12.50 WALL < w co DET LAT RIGHT EL =12.00 f c ❑ p �� 8 00 N 6603.92 MOUND DIRT OVER SHEET PILE o N Q V p Q = o _ a a � °� 14 PIPE TO PROVIDE 6" WALL m a Q a c7 ❑ \ 1 I- SHEET PILE ° m Q - c a 0 N 6600.80 _ a 0 Q z COVER MINIMUM ° z \382.15 i I Vi - III - III CUT VARIES r OF PIPE SECTION = .2 v Z W L 2 , ° a III - III - OF PIPE z a N 14345 6601.51 N 6599.19 WATER lig _ -' �' EL =6.40 , s Sl ix p Q E 14294.55 w ° .i 8.75 ° E 14345.75 6.40 �� E 14369.58 EL = 8.75 811 °o g W a 6.4 N 6602.18 ' :111: F75.70.76T, 1111 -111 -1 1� �'':�: co ,0 a w O ¢ °E ti / 7 E 14394.03 FA I I � r 2 n a a / / / ® EL 63 .50 1 1 1 l /..•' ". "-- '• omo z a ,16 a o, .. / / / / 12.5 8 EL= 0 @ 0.16% CLASS II RIPRAP 1' MIN " m w z • / 9 d50 SIZE =12" ��,. " r • INV =6.40 °o = r / 10 2.5 THICK O w / ® CUT OPENING FOR PIPES ' �D I m W C ° /111kcp. 800 "i // / / 11 IN SHEET PILE WALL __,y__ __,y__ 3127 -92� CLASS II " ' // 9 N 6587 RIPRAP 4" CON: PAD WETLAND DRAWDOWN STRUCTURE TYPE "H" DBI W/ 2 -GRATE STEEL TOP PER DETAIL RIGHT w 1 6^ / PER FDOT INDEX 232 (j C . TOP EL= 8.75 CUT OPENING IN SHEET PILE FOR w E 1435984 `L 5 ' , r ' / NW &SE 12" SLOTTED SIDE WEIR EL =6.75 15" RCP. FILL GAP AROUND PIPE ♦ / \ SHEET PILE WALL SW DUEL 16" SLOTTED FRONT WEIR EL =6.75 AND SHEET PILE WITH CONCRETE 'Fe' �` / / E 164330.51 E DUEL INV FOR 15" RCP =6.50 TO MIN DIMENSIONS SHOWN. Z 8.75 " / TOTAL LENGTH =70' ^O / / // TOP OPSHEEL 12 TOP SHEET EL= 12.00 J ,, ® BOT SHEET EL =( -)4.00 J 0 S ` // 63 - (2) 15" R • J z Li, © ; ,� . , @ 0.16% WETLAND DRAWDOWN STRUCTURE CROSS - SECTION = o w • \ p�;0o�� N 6576.74 13 E 14312.45 12.5 CC ct 12 _, W Q CLASS I RIPRAP 4,„ � GREEN FIBERGLASS 1 1 > H d50 SIZE =8" , 11 19 SKIMMER (3' HIGH) 11' 91" 4' O > Z 1.5' THICK 1.7' 7.58' > W N 6562.53 • 10 SKIMMER ALUMINUM 1 7.58' I 3127 -925 TOP EL = 9.75 STRUCTURE POST SET IN 17.5" 16" 24" 16" 17.5" 18" 12" 18" o L7 C E 14305.37 9 TOP EL = 8.75 Z W �� CONCRETE Ce 1011 6 � (TYP) _ 1 - 1 : EL = 8.75 EL = 8.75 = Q SEE DETAIL RIGHT FOR WETLAND DRAWDOWN STRUCTUR 7 INV EL= 6.75 l\11'` WEIR SPECIFICATIONS : W U 1.11111=1.1 a � � �� • > CC TYPE "H" DBI W/ 2 -GRATE STEEL TOP PER FDOT INDEX 232 6 11 '®""°" II = III = III =III= m CC C INV EL = 6.5 �� J =111 =111 =111= • ∎• TOP EL = 8.75 5 -11 IJP ■ 11= III =I •� / NW &SE 12" SLOTTED SIDE WEIR EL =6.75 4 - r 1 ■ I�ITi = N 1 EL= 6.75 EL = 6.75 SW DUEL 16" SLOTTED FRONT WEIR EL =6.75 2 3 4" CONC PAD 11 1 11 1 11 r` a �soi EL= 6.50 NE DUEL INV FOR 15" RCP =6.50 p 1 ' 4" CONC PAD N 111 "' ALUMINUM POST VERIFY SCALE SKIMMER WEIR DETAIL WEIR DETAIL BAR IS ONE INCH ON PROFILE VIEW PLAN VIEW SW VIEW NW &SE VIEW ORIGINAL c. J 0 10 20 30 DATE JULY 2008 r weeeil S -3 - WATER CONTROL STRUCTURE DETAIL PROJ 352123 m Scale In Feet DWG C-11 c. NTS SHEET w FILENAME: dnO5c011 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 11:01:53 AM 1 I 2 1 3 1 4 1 5 1 6 d 42" ALUMINUM HANDRAIL > ATTACHED TO CONC HEADWALL a:. w (CONTRACTOR TO SUBMIT 30' N w LL^ SHOP DWGS) _ 0 d x I j 8" REINFORCED .$ rc CONCRETE DRIVE J w CANAL TOP 12 CO KENED EDGE w a _ - - I I 12" COMPACTED SUBGRADE 3213 240 , LL g 14.2 .'. - �� % / / / /.�� - A ° ° 14.5 INV =6.9 ›.- a ° INV = 7.0 Z 4 w 0 ° ° CANAL BOTTOM a m Z D • / / /n //n / / /U' //n < , a o = a0 CONCRETE BOX CULVERT } =o ° WITH WING WALLS m r ° ° FDOT INDEX 290 �Q ° Z U ATTACHED WING WALLS) . ° (CONTRACTOR TO SUBMIT SHOP Y La _ DRAWINGS OF CULVERT AND W wo ° x °c a a¢ ° ° O Q = I m ° ° ° 8" REINFORCED CONCRETE n SECTION U w U o ° DRIVE W/ THICKENED EDGE W m a= 12" COMPACTED SUBGRADE NTS 0 Z o f ° 213 -240) C-12 w� 4O ,w 42 "ALUMINUM HANDRAIL ° ° ?a ATTACHED TO CONC HEADWALL - B a (CONTRACTOR TO SUBMIT o W 4, ° 2' SHOP DWGS) 100' 2' D G w VARIES z = ` o _ _ - 8" REINFORCED °¢ , CONCRETE BOX CULVERT VARIES VARIES W/ WING WALL FDOT INDEX 290 1 CONCRETE DRIVE w w z ro ° ` ` W /THICKENED EDGE 4 Q w - 3213 240 0 z ° . (CONTRACTOR TO SUBMIT SHOP � �® Y �0 �1 -1 ®� _ _ _ _ - 0 d o =o DWGS DESIGN F CULVER WING / ��////////////////`7%/ -� . �c i�� / / / / / /// /Ana.% ///// / / / / / / / / /� / /I�� / z WALL DESIGN FORAPPROVAL < \\ \/ ` HEIGHT =5 � .s....' - ` - / - - - - - /// / `� U ° ° ' / / \ \Y / / / \ \Y/ ` \ 12' / ` N o SPAN = 12' co r � d ° LENGTH = 30' EXISTING GRADE is O Q mw EXT 12" o o 0 ° INV =7.0 SINVEL =7.0 � , 000 r ow NINVEL =6.9 COMPACTED �\ °m U O Q w m a SUBGRADE ___ f D LL O F BEYOND EDGE 15.2 '= i ° OF CONCRETE ° • Q O a ° z (TYP) /// \Y / /n \ / / / / \Y / /n \\ CONCRETE BOX CULVERT � ▪ O Q LL .0 \ 15.5 FDOT I NDEX 90 LS co N 0 w g $� (- v® (CONTRACTOR TO SUBMIT SHOP r W Z Ce < =_ �� ' TOP OF WING WALL ATTA CHED WING WALLS) AND ,-.9 r- W Z N EL= 13.0 (TYP) o CO x r SHOP DRAWINGS OF WING WALL w O j C S, DESIGN) O SECTION �, 8 7 2 NTS 0 / , f, C-12 % 1 w • Z J Z a / /� I 0 w \ E J 2 oU W .;�' Z� 0 L11 \ 1 8 - L( N n 4 ,iIn N 2 I VERIFY SCALE T BAR IS ONE INCH ON ORIGINAL DRAWING. 0 10 20 30 0 1" a ► PLAN DATE JULY I- 1 =1 0' -0" Scale In Feet PROJ 376676 m DWG C-12 w SHEET w FILENAME: dnO5c012_352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:54:49 AM 1 1 2 1 3 1 4 1 5 1 6 BAHIA HYDROSEED ° w NON - PLANTED AREAS 68' ui rc PER DWG C-1 -\ ... 7 60' - 8' zN w - LL^ rc POND LITTORAL AND SIDE SLOPE CS 6 = PLANTINGS (SEE DWG C-17) • z rc EUa 1 =1111 5 1 1 1 ' ice\ Il4- 2 - - A TOP = 14 1 1 � "— d " 1 ❑ z i - 0 - WATER z 4 LL TIE TO GRADE AT 10:1 6 - 11 1 (I 4!f°- .1 1:e re OR FLATTER (TYP) 1 1 1 - 1 1 1 1 a • m r LL 1 -111 111 - 111 ' o I= 111 = 111 =1 ❑ aI w= a a0 EL =4.0 1 �_ z 1-z A O SECTION — TYPICAL POND FOREBAY 2 — — BOTTOM = 0.0 6 -> NTS 1111 111 - 111 -111 G4,G5,G6 III — III -1 O Y 4w — m g Li U w TIE TO GRADE AT 10:1 40.5' .. WETLAND 11.5' w c a OR FLATTER (TYP) ❑ O o: / WETLAND PLANTINGS < wt – I I P — I 11= l _ (SEE DW C-16) < ' 1 — ' — 11111 1 1 ' <v '' mw TOP =12.5 1 � �r� B 6 1 11 = ! III_ �� i � ° \ l \ I \ l' W 0 III II W W 20 111 —I EL =5.75 1 11 Q • Q Q1- 1 z 0 z O O 2 Z0K 1 z z CA O WATER LEVEL= 6:75 ❑ (5o O SECTION — TYPICAL WETLAND SHALLOW MARSH — MICRO POOL 0 o B NTS EL =5.75 BOTEL =0.0 W o o N CO - III — III - 11 1 0 < o - — Iii = III = "- -o o w co ° 2 , o Q o WETLAND 11.5' - MICRO POOL- VARIES _ 10' _ _ WETLA .... o s v Z w O F� LL / / / WETLAND PLANT NGS - O Q LI I (SEE DWG G16) / / / / 1 vi t9 Q J w g o= - _ ' � � � I e c l Nil Nl ° \i/ - k' - V c - vik w o z 1 .7`r / / W r C 111 111 III =111 - - EL =5.75 EL =5.00 = - 11 =1111 111 III x —111 I- 111 —I 1 11= 1111 1 =1 I I- W w 2 O SECTION — TYPICAL WETLAND INTERMEDIATE MARSH _ MICRO POOL C NTS BOT EL = 0.0 0-6 1 III111111�1111 J zcn = gz 0 > w1 WETLAND 10' MICRO POOL - VARIES 10' y 42' TI E TO GRADE AT 10:1 > > W / OR FLATTER (TYP) U 0 C/) WETLAND PLANTINGS V Q = (SEE DWG C-16) — �� —1 - 1 : —11 Z 0 / � \� a , . TOP EL =12.0 c TT T1 ,4„,, ,, , . / F7rr / 1J III =111, EL =5.0 EL = 5.0 VERIFY SCALE BAR IS ONE INCH ON 1 ORIGINAL DRAWING. M ICRO POOL _ _ 0 -1" CD SECTION — TYPICAL WETLAND DEEP ZONE 1 i NTS 2 BOTEL =0.0 —III— EL =5.0 EL =6.75 PROJ JUL 20008 I- 376676 C-6 11 111 — 1 1 ; 1-11 DWG C-13 N SHEET w FILENAME: dnO5c013 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:55:16 AM 1 1 2 J 3 1 4 1 5 1 6 � 52.78" MINIMUM a W PHYSICAL PROPERTIES POST OPTIONS: z N w to SOFTWOOD 2 -1/2" DIA LL rc c r' l SECTION AZ -13 SOFTWOOD 2 "x4" 0 c o m 6'MAX HARDWOOD 1-1/2" x1-1/2" ° z E SECTION MODULUS 24.2 in3/ft STEEL 1.33 LBS /FT w J go OF INERTIA 144.3 in4 /k ! '�., FILTER FABRIC m LL (IN CONFORMANCE WITH WEIGHT go SEC 985 FDOT SPEC) A 26.38" 26.38" PER PILE 48.381b/k EXISTING PAVEMENT j� 5°. /4/A/ • o z fff�� WEIGHT OR APPROVED =� 25' R MIN • ~ z a : PER WALL 22.02 lb/ft 2 ACCESS POINT 2� p r ¢ - NOTE: SKYLINE STEEL CORPORATION t •• •. , � - z i d m g oce DESIGN SPECIFICATIONS OR ............ cv - ¢ PILE DETAIL EQUIVALENT. --7•4: .- f 2 u u J NTS rc 24" 4 '. > o ff CLASS 1 CONC ssa*k ¢ n0 ELEVATION 24" _� 2,500 psi Q 28 DAYS 25' R, MIN �� at, N.13 ELEVATION �z 12 � `a AN o 0 � TOP OF CAP EL* FDOT NO 57 STONE /` %� z § ao r OR EQUAL g OPTIONAL POST POSITIONS -,‘J ¢ m; co " - ° g go 20 * /�_ PRINCIPLE POST POSITION Oz z zz TOP #3 O F SHEET 12 EL* ¢i (CANTED 20° TOWARD FLOW) a 7 = 4� SHEET PILE / FREE DRAINING [ v W U z Few EXCAVATED MATERIAL W 7- #5xCONTINUOUS AZ > w a 0- i i g EQ A LI L ) E OR GEOTEXTILE � I ' c o O. SHEET PILE �t AZ-13 FILTER FABRIC �� w (SKYLINE OR �� w EQUAL) .\ z°t w SILT FLOW o � B > �, wzF z w0 BOT OF SHEET EL' j / ` O w>- • � Q o� NOTES: w w 2 Wo 1. ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY 0 0 ¢ o,, PROFILE VIEW TO MAINTAIN PROPER FUNCTION OF THE PAD. SECTION z oz O O O ° 'SEE PLAN FOR ELEVATIONS ❑ 0 z z O SHEET PILE WALL DETAIL PLAN VIEW GRAVEL CONSTRUCTION ENTRANCE TYPE III SILT FENCE " 9 NTS 125 -13� 125 -16 NTS NTS o < w N vom E ❑ w m U y O 0 Z E 3 Z $ o O Q D O ?z ¢ O O ¢ = 0 z F,,L, , z °° m m m > LL }¢ W Z 0 Q J ¢ COORDINATE O 6.5' STEEL TEE ? g 00 J O a ¢ LOCATION POSTS OR P.T. ai O N 0 w 80 M 0 F U O PER PLANS 1- 6' O C. (TYP) 18 5 z m a xi STEEL 4' ORANGE `9 0 ° w ~U 3' 1 r SAFETY FENCE m 0 0 z POST SNAP TIE (TYP) m O w C MIN DOOM I �� I ALLOW 0 z 3' % %%i % %%i i %i m o CONTINUOUS O NYLON o FLOW U O FABRIC MIN �� •� ' i'i'i' W LL OOOi 1 ::. 000 0�10� lL 44+ :::::$ % % %i �.:. : :. 0 0 SIDE SLOPE BOTTOM SIDE SLOPE V* :�::�: • : +: VARIES VARIES VARIES "' y , 1 0 /Ay/a/Alm y/A v r was PLAN VIEW N J NATURAL GROUND 6' MAX STEEL POST T (1.33 LBS /FT MIN) i (/) J I NOTES: 7 , E J _ 18 OZ NYLON REINFORCED Z PVC FABRIC (300 PSI TEST) O W w 1. NO GRADING WITHIN BARRIER 0 0 in 2. ANY ROOTS GREATER THAN 1" DIAMETER THAT ARE g DAMAGED OR EXPOSED SHALL BE CLEANLY CUT AND O COVERED OVER WITH SOIL. a ▪ z 3. TREE BARRICADES WILL BE CONSTRUCTED BEFORE WORK BEGINS. C 4. TREE BARRICADES WILL REMAIN IN PLACE UNTIL NOTES: CONSTRUCTION IS COMPLETE. 1. STAKED TURBIDITY BARRIERS ARE IN ACCORDANCE WITH 5. STORAGE OF DIRT AND MATERIALS SHALL NOT BE FDOT INDEX 103. PERMITTED WITHIN TREE BARRICADES OR BEYOND THE CONSTRUCTION LIMITS. 2. STAKED TURBIDITY BARRIERS ARE TO BE USED IN THE CANAL VERIFY SCALE TO DEFINE THE WORK LIMITS AND PREVENT DOWNSTREAM 6. TREE BARRICADES SHALL ENCLOSE AN AREA EQUAL BAR IS ONE INCH ON SEDIMENT DISCHARGE. TO THE DRIP LINE WHERE POSSIBLE ORIGINAL DRAWING. 0 - 1' DATE JULY2008 I_ STAKED TURBIDITY BARRIER 3 125 -166 TREE PROTECTION FENCING 3 125 -167 PROJ 376676 NTS NTS DWG C-14 0 0 SHEET w FILENAME: dn05c014 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:55:46 AM 1 1 2 1 3 4 1 5 1 6 d MINIMUM WEIGHT WEIGHT WEIGHT STANDARD ui EARTHEN CLASS BLANKET MAXIMUM 50% MINIMUM SIZE50% a m rp, SLOPE THICKNESS (POUNDS) (POUNDS) (POUNDS) (INCHES) L'.' rc (INCHES) _ �° x ° I 18 75 30 4 8 z ce ?I P OLATION m rc /� A TYPE "D IS _. a ;-. a , i' II 30 150 60 8 12 JOINT PER NOTE 3 1/8" R =LL � .--„. � � . Y .--„. A�PA GEOTEXTILE RIPRAP ENSURE THAT AT LEAST 97% OF THE MATERIAL BY WEIGHT IS . ; o 12 g ANCHOR la ��„ 0 ° e0. : 0 H SMALLER THAN WEIGHT MAXIMUM POUNDS. 0 4 4'� ��+ ENSURE THAT AT LEAST 50 % OF THE MATERIAL BY WEIGHT IS 8" OR 6" o z N A a O1` GREATER THAN WEIGHT 50% POUNDS. 0 oa - �.; p ° , o 0 °: (SEE PLANS) z a w , K. ENSURE THAT AT LEAST 90% OF THE MATERIAL BY WEIGHT IS a LL � 9 1 GREATER THAN WEIGHT MINIMUM POUNDS. D: GEOTEXTILE 1 CLASS 1 CONCRETE a m O Q `J ' 4 . f id 3,500 PSI (MIN.) 1/2" PRE- MOLDED < a BULK SPECIFIC GRAVITY: MINIMUM 2.40 (150 POUNDS TYPE "A" CONTRACTION JOINT, JOINT FILLER ° EARTHEN SLOPE "` -1-,1.' - PER DRY CUBIC FOOT). SEE NOTE 1 AND 2 �_ TYPE "D" ISOLATION JOINT > o� NOTES: w E XISTING GRADE wLL 1. NO MECHANICAL COMPACTION OF RIPRAP I5 REQUIRED; "' 6"x6 "x10 GUAGE m z 2' LL ~ z HOWEVER, WORK RIPRAP BEDDING AS NECESSARY TO \ WIRE MESH D' 2 LL T4 DISTRIBUTE IT AND TO ELIMINATE DETRIMENTAL VOIDS. x X X O w � � AVOID OVERWORKING OR LONG PUSHES THAT RESULT IN I to w / g rco EARTHEN SLOPE . w SEGREGATION OF PARTICLE SIZES. O ; o 6 a 0 , i z ax s 2. GRADE SURFACE OF RIPRAP BEDDING FREE FROM =IIII -11li 0 I III =LI— / ' EXTEND COMPACTED m p y 4w P . / �� k.,04.1401. Al- ROCK RIPRAP IRREGULARITIES AND TO TOLERANCES OF 0.2 FEET FROM II- =-1111 ESTABLISHED GRADE / I = m D U LL ++ r e,iv11 . / �.� SUBGRADE 2' PAST U w o * GEOTEXTILE T- t , a ),.. rN 3. PLACE AND GRADE RIPRAP INAMANNERTHATAVOIDS TO950°/ASTMD- 1557BBASE EDGE o aLLF ANCHOR ---> i� 11 ° SUBGRADE DISTURBANCE AND DISPLACEMENT OR DAMAGE 3 °8 C� _ _ TO GEOTEXTILE. DO NOT PUSH RIPRAP BEDDING DOWN SLOPE. THICKENED EDGE AT ASPHALT CONNECTION AND rn w s q � u m ADJACENT TO STRUCTURES d g 4 # 0, - 0 0 4. PLACE RIPRAP ON GEOTEXTILE WITHOUT PUNCTURING OR DAMAGING NOTES: � C UU GEOTEXTILE. IF ACCIDENTALLY DAMAGED, REPAIR GEOTEXTILE PRIOR z GEOTEXT I LE W� 24 19 I 1, TO PROCEEDING. 1. CONTRACTION JOINT SHALL BE MADE, CLEANED WITH COMPRESSED AIR, B r r CONCRETE PAVEMENT & CONTRACTION JOINT AND FILLED WITH SEALANT AS SPECIFIED. o coce w zx EARTHEN SLOPE 2. CONCRETE JO SPACING: AS SHOWN OR MAXIMUM 15'x 15'. Z 'wp O r,›- 3. INSTALL 1/2" PREMOLDED JOINT FILLER FULL DEPTH WHERE CONCRETE 0 o PAVEMENT ABUTS CONCRETE CURB, BUILDING OR ANY RIGID STRUCTURE. w w M ro 4. THICKENED EDGES SHALL BE PLACED PER DRAWINGS. 0 o a z °z O d O ° - z z 6 zd O CONCRETE PAVEMENT 01213 -240) 'o RIPRAP 127 -925 0 oA 1 � o 0 0 0 P coo 2 r Q _1 -O 0 a0 =o g a m D: ❑p TOP RAIL 2" CHAIN LINK FABRIC 2" CHAIN LINK FABRIC § s U m ~ w �O BLACK VINYL COATING O a �� I BLACK VINYL �� F U� LINE POST WNW OVE r c `� 0 J O Z ¢ 2 E TRUCK • °, I ❖ N CO :IT FABRIC ASSEMBLY AS SP IFIED c7 o g CL xx i. n (OM ) o w z vi TRUSS ROD I AND WIRE LATCH ° m U O w z C : :? JIII _a STRECTCH w s so • so• : � 9" DIACONC TENSION - BA GATE LOCK TO BE w BASE, TYP 11 WIRE NO. 7 Hi c- 11 NOTES: BA NDS PROVIDED BY OWNER 1. BRACE AND TRUSS - - T - — T °� PULL POST ROD REQUIRED AT I q l I . ° Ii I w 16" DIA CONC z GATES AND SIDE ,. - CATCH PULL BASE N 2 OF ALL CORNER I :': I I II • TYPICAL PULL POST POSTS. •. / •. I . I I rcJ 2. FABRIC ATTACHED \ ,s: .I TO OUTSIDE OF IP,. I I :II J POSTS. E : ::_._ ` _ :. • i' i n :, . :i l GUIDE I /// VA A w 2" CHAIN LINK FABRIC ROLLER 4 w 1- TOP RAIL BLACK VINYL COATING r- w BRACE, w O ASSEMBLY U TYP z J _ L . .. — z E .7 CORNER MI STRETCHER N U POST, TYP 1 �j1 BAR, TYP I CHAIN LINK FENCE 14' OPENING 01 0 STRETCHER !`� 1 1 BETWEEN POSTS BANDS, TYP t. °' :'• 16" DIA CONC z o LINE � CORNER BASE a NE POST III 3/8 " TRUSS V ROD ASSEMBLY C z 10' -0" MAX 10' -0" TENSION WIRE NOTE: E'.1 MAX POST 9" DIA CONV SPACING POST SETS PER MANUFACTURER'S RECOMMENDATIONS FOR GATE OPENING AND BASE, TYP GATE POST SIZES. TYPICAL CORNER POST NOTES: DETAIL ONLY APPLIES TO PERIMETER FENCE, SEE DWG C-9 FOR DEBRIS SCREEN VERIFY SCALE SPECIFICATIONS BAR IS AND INCH ON ORIGI NAL DRAWING. CHAIN LINK FENCE CANTILEVER SLIDE GATE c DATE Y2008 1- 231 -410) (3231 -4250 PROJ 376676 m DWG C-15 w SHEET w FILENAME: dn05c015 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:56:16 AM 1 1 2 1 3 1 4 1 5 1 6 N d ZONE 1 O KEY w WETLAND PLANTINGS \ a w (TYP) z p rc LL ZONE 2 0 30 60 90 — ZONE 1 J c x LITTORAL PLANTINGS — — WETLAND PLANTING z rc (TYP) Scale In Feet w 1 - -- -- -- -- -- -- -- -- -- -- -- -- - -- --- — ZONE3 ZONE4 ---------- - ZONE S - - - — - — - — - — - — - — - — - — - — - — - ZONE2 . LITTORAL TRANSITION SIDE SLOPE PLANTINGS SIDE SLOPE SEEDING LITTORAL PLANTINGS d 1 PLANTINGS (TYP) (TYP) (TYP) \ = A 1 1111 � � \ ZONE 3 ce ¢ c - LITTORAL TRANSITION O 1 -- PLANTINGS a m 1 -- ° 1 11 -- ZONE 4 ❑ w= — SIDE SLOPE PLANTINGS a o� x rc 1 11 — 9 8 ......... ......... = Q i:; ZONE 5 R r N 1 1 , �1 HIT - ` :':: F O Y 4 ARROWHEAD WATER = NOTES a b c�i w � 0 L, — �� — .20AC)� 'o : / 1-18 NG \ LAN M nU 1 — _ __ _ e 3 0 MICRO POOL p w° pseF_TsTErvi___ — __ — 5 ` :3 ?. — BULRUSH _° i w w 4 j (o - -- — Q Q o B 1 — 5. ._ - - 5 2 Z 0z 3 4 ` °z WETLAND I , N o z 1 Mit MICRO POOL SPIKERUSH — A LLIGATOR' EL= 675 I — — — , O1 p c% ''49 �oV r �w 1 / = 5. 5 - -- - - -- , Sp Q 0z 1 = �. 1 3 _ _ _ >- Z LL L_ 0 SPATTERDOCK §S g ce I- U ___G— 4.ACi (6 N 0 J w Ox — � I 7�• PI 2 a xx .7 -- - - -,, MC7 0 v1 ro 1 Ando' RIPRAP — — ' — — — — — — GIANT L 1011 12.5 w LI C m x z SOFTSTE tRtl3l t — — , 9:2' 47)• 89 13 w O Ern ��I (TYp) Btl BU — — (0.24 AC) A' 14 u) ° 1 (07 AC) ∎ o — — ' MICRO POOL OFFSFE AttlGATO� — — 1 BULRUSH — FLAG — — O-14 AEj TD 22 A(.) — 1 = r J 1 __ Z 3 4 J Z 1 101 :&% ;u;;_..s ; jI ;iiPiiil __I_ lI _ i 0 I . 9 ::I iiiiik:•• .-43:::*Iiii:■10::::.Y.... E . __.., 6 7 L':.:.: __ U H H , ....„ _ _ ZONE 5 — I ( PLANTINGS 4 0 141;11 10 0 C 1 POND 7 6 ■ I W A TER — 5 EL = 7.00 4 ZONE 5 - 0 I SIDE SLOPE SEEDING BAHIA HYDROSEED VERIFY SCALE 1 LONE 3 ALL DISTURBED ARE) TRANSITION anR IS ONE INCH ON PLANTINGS (TYP) _ ORIOINALORAWING. I ' DA TE c Y2008 k ZONE 2 - - DATE 376676 m 0,4 ;' LITTORAL PLANTINGS o 11111111 (NP) °-.... DWG G16 w SHEET w FILENAME: dn05c016 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:56:54AM 1 2 3 4 5 6 L' ' \ N wj a -- ' \\ w I LP. w K �®®�� t:: §8i11$ \ 0 40 80 120 A ::fi \\IN■k- .----11. \ E g 10 `� ji i d RIP t ... RRAP --- 7i017,_.3 O w 4 Aollin p l z as \ O Y 4W m L . 1111 \ W O a :Li. ±. ±-77 \ • fA O r : ::::::::; . : . =.... .... " ' "......._ ' ..".......7 . "....... _ wx BAHIAHYDROSEED _ D r�i 1 ALL DISTURBEDAREA� = \ ?a J • � • ¢w I W ?� Z w0 Owi xQ 1 W r0 Q C9 \ z Oz ° O O U' O O Z Z Q �O I m F U . \ ° z ON1 H p . Q to my =____=1 °aoo ° w POND o _ \ -m WATER == p i EL -7.00 __ — ¢ g _ U Z W O Q ZONE2 -- _ \ LITTORAL PLANT INGS = — g (TYP) _ _ _ — - :i I ZONE — — �o IIII O 3 ° — c7 rn LITTORAL NG TRAN SITION 1 PLANTI (l YP) ° W 1 • IIII ZONE 4 = _ =-I II v� $ ` t�� SIDE SLOPE PLANTINGS ZONE 5 KEY re 1 SIDE SLOPE SEEDING = 1 _ I ZONE 2 J _ LITTORAL PLANTINGS J z ' ZONE3 „ „ „.......... 4 4 4 ..„.. L TRANSITION d 2 P LANTINGS 1 0 54D I > O Z ZONE 4 1 876 I SIDE = • E SLOPE PLANTINGS a Z 10 12 d as 14 ° \� 12 13 ZONE -:. I \ g 10 1 \ \\ SIDE SLOPE SEEDING I I NOTES 1. SEE PLANTING SCHEDULE DWG G18 I I I FOR PLANT SPACING. VERIFY SCALE BAR IS ONE INCH ON 2. SEE DWG G16 FOR W ETLAND ORIGINAL DRAWING. PLANTING PLAN. 0 a DATE JULY 2008 r PROJ 376676 j DWG G17 W SHEET FILENAME: dnO5c017 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:57:34 AM 1 1 2 1 3 1 4 1 5 1 6 d ui °:. z m N w LL� � PLANTING NOTES � Z a WETLAND & POND PLANTING SCHEDULE - - 1. Harvest and deliver plants only after planting area is prepared and water delivery system is operable. m PLANTING SPACING PLANTS 2 ' SCIENTIFIC NAME COMMON NAME AREA (FEET ON CENTER) PER PLANT SIZE 2. Perform work under favorable weather and soil moisture conditions as determined by local practice. Planting will not be conducted during periods when the mean air temperature is below 40 degrees s A (ACRES) ZONE Fahrenheit z a z o LT_ < u 3. When plant material from local populations is to be used, Constructed Wetland planting operations shall be coordinated with the harvesting of the wetland vegetative material as required to minimize cc ct irrigation. and irri planting g. a m C7 ZONE 1 - WETLAND PLANTINGS (DEPTH: -1 TO -1.75) the time from harvest to a r 2 4. Replant unsatisfactory areas or portions thereof immediately when observed or at the end of the maintenance period if a satisfactory stand has not been produced. 5. entire area if satisfactory Replant by ins rc E P ry stand does not develop Y the inspection date for stage 9 of planting. 9• � a E SCIRPUS VALIDUS SOFTSTEM BULRUSH 0.29 3' 1404 PROPAGULE a 6. Control of exotic or nuisance plant or animal species that would inhibit satisfactory growth of planted material. ¢ a° PONTEDERIACORDATA PICKERELWEED 0.24 2' 2614 PROPAGULE Z LIz 7. Before commencing the planting, it is the responsibility of the Contractor to assure that water is available and deliverable to the Constructed Wetlands, and that provisions for water control, water supply O yo SAGITTARIA LANCIFOLIA ARROWHEAD 0.27 2' 2940 PROPAGULE to the inlet, and water evacuation capability at the outlet are adequate to complete the entire planting operation. - uJ ELEOCHARIS CELLULOSA SPIKERUSH 0.29 2' 3158 PROPAGULE 8. The plant dumps shall be handled carefully when being divided and transported to the transplant site. The Contractor shall be responsible for maintaining soli moisture during harvesting and transport ¢ m= of plant materials to the extent that it effects the plant survival and viability as spedfled. z THALIAGENICULATA ALLIGATOR FLAG 0.27 3' 1307 PROPAGULE O z zz 9. Shipments from a commercial nursery supplying plant materials for planting the Constructed Wetlands shall be coordinated with planting of the cells so that maintenance of plant materials prior to 1- 0 Y 4E SCIRPUS CALIFORNICUS GIANT BULRUSH 0.24 3' 1162 PROPAGULE planting Is not longer than 48 hours. ° rn I w NUPHAR LUTEUM SPATTER DOCK 0.24 5' 418 PROPAGULE 10. All plant materials shall be kept moist and covered to protect from drying from time of harvesting, during transport, and until planted. w W p a i (L) LLr NYMPHAEA ODORATA WHITE WATER LILY 0.20 5' 348 PROPAGULE 11. The Contractor will provide a minimum 6 -Inch layer of topsoil in any area of the wetland that will be planted with rooted plants. Topsoil should be clean silty or sandy soil free from weeds, rocks, or other CC ° o debris as approved by the Engineer. 6 j 12. For each cell, deep zones shall be planted flrst to minimize soil erosion and sedimentation after planting preparation has occurred. ce 1 ZONE 2 - LITTORAL SHELF PLANTINGS (DEPTH: 0 TO -1) 'A 13. Emergent wetland plants (bulrush, softrush, arrowhead, transitional marsh species, etc.) shall be planted In moist to shallowly flooded (less than 2 Inches of water depth) soils. Water depths shall be z B maintained during plantlng and initial plant establishment to allow optimal rooting conditions. Emergent wetland plants shall be planted by hand using a shovel, spade, dibble, trowel, or other method p � reviewed by the Engineer. The planting tool shall be used to create a shallow hole in the moist substrate for planting. The hole shall be of suffldent depth and width to allow the entire root mass to be w z , E Inserted w ithout breakage or other damage. A small quantity of a standard slow - release plant fertilizer, as recommended by the Landscape Contractor, shall be placed at the bottom of each hole. Planting z , -„ , , , o SCIRPUS PUNGENS THREESQUARE BULRUSH 0.11 3 532 PROPAGULE rows should be staggered so that open pathways along the direction of water flow are not created. The plants shall be planted upright so the junction between the root crown and the stem or leaf base Is at 0 = the ground surface. After placement of the plant in the hole, the hole shall be carefully closed around the plant roots by gently applying pressure to the edge of the hole with the foot or other method as ¢ o PONTEDERIA CORDATA PICKERELWEED 0.11 2 1198 PROPAGULE reviewed by the Engineer. Anchoring of the plant plugs or dumps by methods such as staking in place or otherwise securing plant clumps is at the discretlon of the Contractor. w w 2 'o SAGITTARIA LANCIFOLIA ARROWHEAD 0.11 2 1198 PROPAGULE 14. Deep Aquatic Zones: Submerged aquatic plants shall be planted In shallowly flooded deep water zones. Plant Propagules shall be weighted with an Iron nail or staple, or equivalent method reviewed 0 o a rca by the Engineer, so they will be in contact with the flooded substrate. Z o z CAREX COMOSA LONGHAIR SEDGE 0.11 3 532 PROPAGULE z z 0 z o 15. Plants which have been judged by the Owner to be damaged by mishandling during the planting process shall be replaced at the Contractor's expense. o 2. CAREX LUPULIFORMIS FALSE HOP SEDGE 0.11 3 532 PROPAGULE lg 0 16. It is Important that flat grades are maintained across the Constructed Wetland area to promote even distribution of water to all planted areas after flooding of the Constructed Wetlands. Disturbance 1- CAREX STIPATA OWLFRUIT SEDGE 0.11 3 532 PROPAGULE of site grades from the prework conditions should be minimized. N O a , oz ¢d 17. All planting areas will be either continuously or Intermittently flooded to maintain moist soil conditions until plants have passed inspection and been accepted by the Owner. The application rates O 1 < co and depths of flooding shall be controlled by the Contractor to maintain moist conditions for optimum growth of the wetland plants until inspection and acceptance by the Owner. Temporary Irrigation is to be . ao °o E 1- ow ZONE 3 - LITTORAL TRANSITION PLANTINGS (DEPTH: 0 TO +1) coordinated with the Owner. `cl ° m Q O 4 O m < w 00 18. Provisions for temporary Irrigatlon water containment shall be Integrated with the planting work plan such that inigation can be c m 0 O z . 2 o supplied at all stages of planting. As successive areas are planted and supplied with temporary irrigatlon water, the containment . ° o z w LL o features separating each area planted previously shall be completely removed. Temporary irrigation water control and containment u y Q JUNCUS EFFUSUS SOFT RUSH 0.24 3 1162 PROPAGULE methods shall not Interfere with subsequent plantlng stages. . a i O � Y g BACOPA MONNIERI WATER HYSSOP 0.24 3 1162 PROPAGULE 19. All water control activities shall be conducted without causing substantial erosion damage or deterioration of site grades. The ` N 0 w g o ol Contr shall be responsible for adjusting water control during planting to reduce erosion or substantial site damage. PLANTING LEGEND ,_ -` r., z z a s zg PANICUM HEMITOMON MAIDENCANE 0.24 2 2614 PROPAGULE PI C7 c co 20. Maintenance: The Contractor shall be responsible for maintenance of plantings associated with the constructed wetlands until o w z /ri inspection and acceptance by the Owner. Although the Contractor is wholly responsible ZONE 4 ° m O w c C for maintenance of the wetlands planting, the Contractor is encouraged to consult with the Owner concerning w ZONE 4 - SIDE SLOPE PLANTINGS (DEPTH: +1 TO +3) methods to optimize plant growth and survival. / il� /l i�N SPARTINA BAKER! SAND CHORD GRASS 8 21. Weed Control: Until the time of inspection and acceptance, the Contractor shall remove or control weeds and noxious plants before o they compete with desired plant species within the planted areas. Weeds and noxious plants are defined as those plants that have N SPARTINA BAKER! SAND CORD GRASS been determined to be aggressive and potentially detrimental to the establishment and long term growth of the planted species. MUHLENGERGIA CAPILLARIS MUHLY GRASS c 0.28 3 1355 PROPAGULE Weeds and noxious plants shall be mechanically removed or controlled with herbicides. The Contractor shall review with the Owner MUHLENGERGIA CAPILLARIS MUHLY GRASS herbicide materials, means of application, and applications rates before use. The Contractor will be responsible for replacing desirable 0.28 3 1355 PROPAGULE plants damaged by any weed and noxious plant control measures implemented. ZONE 3 ZONE 5 - SIDE SLOPE SEEDING (DEPTH: +1 TO TOP OF SLOPE) k ; JUNCUS EFFUSUS SOFT RUSH LLj fn J W ■ BACOPA MONNIERI WATER HYSSOP T ° 0 PASPALUM NOTATUM BAHIAHYDROSEED i = Z xxxx E 3.07 N/A N/A N/A xxxx PANICUM HEMITOMON MAIDENCANE Z 0 Z U V Q 20' 20' 20' 20' 20' 20' N Z J SEPARATION BETWEEN ZONE 4 ZONE 2 Z 1- +4.0 VARIES PER PLAN ZONE 5 d Z 1- 0 d SCIRPUS PUNGENS THREESQUARE BULRUSH ; < - 0 +3.0 NN NNNN NNNN NNN ' .,i,. " .u,. " .,i,. NN (1)/L/m/4./ NNNN NNN '.,i,. ".,i,. '.,i,. a ZONE NNN NNNN NNNN NNN - - - - - - - N N N NNNN NNNN NNN - 4u' --` - 4u, . ,i■. - ,L:, .- - 4u' ,W, NNN N N N N NNNN NNN - .,i,. ,l'!, - ,J,- , l'! , - .,i,. ,l'!, - .,i,. ,l'!, CAREX COMOSA LONGHAIR SEDGE J/ NNN NNNN NNNN NNN - - " _� ' -�- " _+� ' -�- " _� ! BAHIA HYDROSEED V/V/V /V NN /V NNNN N ' - "+ - " 'I'- El +2.0 NNN NNNN NNNN NNN _U U NNN NNNN NNNN NNN .,i,. _---` ,W _ '- L ` ,W. _ 12' ZONE4 C NNN NNNN NNNN NNN ,� - _ = NNN NNNN NNNN NNN - _ _ _ NNN NNNN NNNN NNN ,l'!, ., �. 'V`'�` ., ' =`' ., 'V`' NNN NNNN NNNN N N NX/�- � -1- , . - V`'V` - v `'V` - V +1.0 ,;,-,,;,-,,,- ,;,-,,,,,`,, ®111111 ®111111 ®IIIIIIE XXXXXXXXXXXXXXXXXXXXXXX , ��` 0 -� xzzxzxzxzzxzxzxzzxzxzxx ryry V V V , � 6 ZONE -_ " PONTEDERIA CORDATA PICKERELWEED (WATER ELEV) 0.0 �� Gi Gi p Gi Gi i Di Di Di 7 / /' \ /\ // \ \ / // \ \ � / \ /' \ \ � ��/ � ®'� \ \ X � \ 9 6' ZONE 2 CAREX STIPATA OWLFRUIT SEDGE -1.0 Vi, 1, Vi 1, Yi, 1, Vi i, 'i ' VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. NOTES: ZONE1 / SAGITTARIA LANCIFOLIA ARROWHEAD 0 ∎1^ TYPICAL ZONES 2 -5 PLANTING DETAIL WETLAND DATE JULY2008 k 1. ELEVATIONS REFERENCED ARE RELATIVE TO WATER LEVEL ONLY PROJ 376676 m 2. REPEAT PLANTING SEQUENCE THROUGHOUT ENTIRE ZONE. NTS // CAREX LUPULIFORMIS FALSE HOP SEDGE DWG C-18 w SHEET w FILENAME: dn05c018 352123.dgn PLOT DATE: 7/18/2008 PLOT TIME: 10:58:07 AM LEGENO Q • CENTERLINE CLF • CHAIN -LINK FENCE SLP • SLOPE M. H. • MANHOLE 1 • MORE OR LESS LB • L ICENSEO BUSINESS P.O.B. • POINT OF BEGINNING IR4C • IRON ROO ANO CAP CN • CONCRETE MONUMENT HW • HEADWALL P 0 C POINT OF COMNENCEMENi 4' • W000 POWER POLE ❑ • CATCH BASIN WSN • WE IOENER SURVEYING ANO NAPPING I.P. • IRON PIPE CNP • CORRUGATED NETaL RCP • REINFORCED CONCRETE PIPE PP • POWER POLE RR SPK • RA ILROAO SPIKE -E - • OVERHEAD ELECTRIC LINE T • SIGN ELEV. • ELEVATION PIPE ELEC. • ELECTRIC PAM PERMANENT REFERENCE WV • WATER VALVE -X -• FENCE W/ • WITH 101 • DEED CALL ASPH • ASPHALT EM • ELECTRIC METER MONUMENT BOB • BOTTOM OF BANK • PALM TREE PINE • PINE TREE (P • PLAT TBN • TENPORARY BENCHMARK FNO. • FOUND BAY • BAY TREE R/W • RIGHT-OF-WAY DIANE TER TOB • TOP OF BANK • OAK TREE NOTE: ALL TRAVERSE PRINTS: SET 1 ¢^ IRON IRON S. CAP, LB 4207. EXCEPT FOUND MONUMENT IM) • FIELD MEASURED CONC. • CONCRETE CS • CROSS SECTION 01A. • 01 ANETER YN • WATER METER • TREE MAPLE • MAPLE TREE TRAVERSE POINT 2 TRAVERSE POINT 1 NW CORNER OF NW 'h OF TRAVERSE POINT 10 END 4X4 C.M. SET 1/2" I.R. & CAP LB 4207 FND °X° CUT SECTION 3- 21S -31E TRAVERSE POINT 9 N: 11293.7216 SET 1/2 I.R. at CAP LB 4207 N: 11319.0109 FIC V�,91pG3CD 011IE>v]U[ N. 11293.6845 N: 11318.6640 FNO 4 "x4" C.M. LB 6393 N. 11299.4937 E: 10512.9833 N: 11294.0109 y E: 10824.8230 (5a PuBUC R /w E: 1129 2.3945 E: 11321.7949 E: 10824.8288 ao' al, PpVEWExr E: 10257.9803 ELEV: 13.73 8 DLL. LEV: 15.70 I ) e A 18 014 4 BARB WIRE FENCE e`x t PP (W000) s .o ELEV 17.9e� ELEV: 11.99 , .: „ 15 P D I NE ,�j � s \ \ I / I1I7CH a 1 w \ . <A y 1� ' •• BOUNDARY OF ORANGE GROVE 24 DIA\ gyp• �/12 °PIA. 1410 °DIA!` 12 °1IA. 24-01,. / � ••RB WIRE FENCE y�E C AMPION ^ 11 TRAVERSE POINT 8 24 °DIA. MAPLE J N: 11305.3111 �. IS °PIA. 9A 8°314. S PIN 5 "DI ' �� 4P E: 10013.8263 120 ! A o Y MAPLE 12 "DIA ELEV: 8.55 12°014. 12 OIA '\ OAK 1 �A /y ` \ / y .,. 2°01 A �: PIA. I ° A. 2 OAK A m• h9 / BARB WIRE ENLF X 64T I 1 18 °DIA. 4110 \\ / `` e 6 ,i � 24 °01A. 18131A. m�W� -^ _ X � ' y , o, � 12 13IA. 36 °PIA \� X18 °pIA., ��111 1 OIA� y 43 ' DIR I• DIA X X X X��` OAS � 10'014. \ 24 ■ T DW x��r 'J �X�< o THE i \ `y. 24 DIA. �- R, FENCE 27.01A. to 1 I I ` 24 DIA_ `A '\ 10•0 .;112.4 ERSE PL NT 13 '''l \• ` 4' BARB W1 ` `• I 24 °PIA N 1113 3825 40'04 T �^ 1 N • 108541314 ' ` ORANGE GROVE 2 CITRUS 48 DIA" T O CROWS 20' APART) ` IS °PIA. 18'OIA �` \ 9 ELEV: 14.'3 PP (WOOD) (TREES IN LINE 10' APART) �� \ 4a ° 114 \ y ) yII fl \ 2 \\ Z ; �'J FLOOR ELEV: 16- 30'. a �e BOUNDARY OF ORANGE GROVE' '° �� \ \\ ONE STORY I ,' CITRUS 18°p1A- (/ IS °DIA a S T E EL HOUSE \ m n a _ICI p 24°pIA ` Ak" BRIDGE v n � ` OAK 24°pIA OA I g 48 OA �_� 48 °DIA. 12 A.4) � � ,. OAK ` 2 e , • y: 6° OA 48'014. ` y ' y m9 ^Ola 24'0 ` �� S q ` A 48''D A K ee 3 E Ili n ` 1 IA nI \\ { I 9 °; IA. •DIA- '" s^ PARCEL 1 48 °DIA. / i NTER PROPERTY oAK 2 o A 15 y tn 24 '014. \ 2,01A. . PARCEL 1 � � 2 °D1 ^ . 24 IA. \\ 1 ` RSE POINT 12 } 24° IA. ti 48'0 A •\ \y a PINE _ 9 e 30 °PIA. . (Parcel Id: 03-21-31-300-0080-0000) N 10 0 / n�� \ s °DIA. � . 3 � r E. 10624.0397 \\\ \L L y 0.18 ACRE-F/- (878,849 S.F. + / -) ELE V:15.46 � \ H 48'014. ` ■ `4 P ` ,,y �",��b` ❑ 1 ' 2 4's A. \� u A / ppp 24°014. k 2 4-8014. 014. 18'p1A / \ X 2 OI . / 2 12' 4 A�� v e 2 ` f 18•01A�� 241014. )7'........ w N ti e 12 ^PIA. 24'014. \ \\ 48°014. 24'OIA. i A.xy P V y S e4 TT `y 12°01A.�. 18\DIA. \�� \ ` BOUNDARY OF ORANGE GROE A - ` ^` --.Z.5 LL N ti 4' B ARB WIRE FE a/ ` \� �Y Papu s 1 -X X -X -X� x-• x -x X Ae \\\ \ \� 12'014. 30 W X k 4 � X - X -X X x - � 18 DIA. J (�JI z' W " " 4' BPRB 7RE FENCE4 4OIA \� \ s / /24°014. 24^01,. \ / OAK \ � 2T1- p TRAVE `Ae \ . 2 k °01- 24 °PIA. 48 °p42 42 ''' .7 " - 4 , 1 010 \ 40'pIA. ` PINE e'° #a o _ _ RS PIN 3 / \ / \` \' 1 DIA. e` '' 30°014. A Ems N: E 1081O9.7T 570 7 f '� <" �� y 30'014. � ° " m E: 10015.2073 v tr / 24'014. a Isn •y 18'OIA. \ � TREE yA Q Vy ELEV: 11.14 as h ' x e \ e 1 \ 12'014. 0 4' BARB WIRE FENCE ' ` a / I ` \ y� 4'014. � lTRAVERSE POINT 3 I e A o - 2 - ti 6 18'014. . \ --X --X - x 160 8OI \ I ' `� A�,�e x ` y L•K \ OAK ..: y? N: 10758.6492 E I/ E t - A 1 2 4°01.4. \ �S 'OAK ELEV: 18.13 11311.2919 --roe---- ` 24'014. \ 12 e01A t0 °, U _ ` I PINE 12 °OIA y OAK I • 1 • ` 60 °1 A. 18 °DIA. 18'014 1 24 °PIA. OAK ' ` ` „ > Pp T RA RSE POINT a, 24 , A �� I '` S � `e OAK 48 1A � F d Z" y n ` ` N: 10645.89:9 \\ Q \1 DIA. � ' i / y E674 IS4 IA. W y V. 1W 48 P I A . 24°014. I 2pin. / / / N F /-, 4 OA ` h /\ ... 1. -I L 0°01 1I µy •p ■ OAK ` Ak ` T WIN 0'K 18'014. IA. 1 ^' 1.-4 e 01 2dOIA m �A 0 . E" z \ Z �- \,, 014. 24 3 < \ N E AK FND 1' I.R. & CAP PSM 3744 n 18° IA 24 114 I `,�,.. i •A 'E' W iRAVER E POINT 6 . e ^ ^ A �q ^ e a \ t P \ , / - 4 ° PIA. E HI N. 10489.4884 ` E: 10117.76877 ` PARCEL 2 ( 4' BARB WIRE FENCE ° 4 i -RB WIRE N WOOD �`A FND 1" I.R. St CAP Pal 3744 O ` E CV: 12.97 ` ` 110;k lay : A' 9 FNO 1" I.R. & CAP NO 10. BRIDGE 1 1�I4_ •" SURVEYORS NOTES GRAPHIC SCALE 48 °014. e /18 °714. \ 40 °814. el EE \ ` TRAVERSE POINT 5 ^ 1 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL ` M 3 1 12° 1A. N: 10478.7632 I EELEV: 16.44 e RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. X18" A. ELEV: 16.44 TWIN OAK 10 °01 o` ( IN FEET ) 36-DIA. r 2. BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMING BEARING OF Q 15 ° 0 ^. 1 inch = 60. ft. 2 � 2 - DIA. WEST LINE OF SECTION 3, TOWNSHIP 21 SOUTH. RANGE 31 EAST AS > 07 I BEING NORTH 08.00'47' WEST. I: C9 12 °814.1 / TWIN TREE ` 2 OAK ? Ei CO a °DIA. '2 3 ELEVATIONS SHOWN HEREON, ARE BASED ON VERTICAL OATUM NOVO 0, :` le °BIA ° 24 °0 A. IO'DIA. \. 1929. TWO BENCHMARKS ARE USED HEREON. THEY ARE BENCHMARK 6 10 a' TREE =4084301 (SEMINOLE COUNTY, FLORIDA), BRASS DISK ON 4 "X4" *'"a I 12^318) CONCRETE MONUMENT WITH THE ELEVATION OF 21.457 FEET AND 1 ' , 3 • s-. cv BENCHMARK =4084101. 1 r 2 " IRON ROD WITH POUCH HOLE. STAMPED Q c 8 9 d' 12131A. . V007• WITH THE ELEVATION OF 20.664 FEET. Z y ,.d C�. - 18 °514. . W O IT ' 2401# \ ' 4. LAS OAY OF FIELD WORK IS JANUARY 20. 2005. 1 . .71, 5 5 5. BOUNDARY LINES SHOWN HEREON ARE FROM A SURVEY BY PHILLIP E. c m 10 / HAMPTON, PLS 3744 DATED NOVEMBER 17. 2004. A s. yA. 18'OIA m 0 Cv Q m y ` 6. TBM •1. TRAVERSE POINT 13. 30.6 FEET NORTH OF THE NORTH EAST MAPLE ` 24 °01A CORNER OF STEEL BRIDGE AND 38 FEET OFF THE TOP OF BANK OF 1 9 ` 18131A. `p TWIN TREE / \� 24 101 THE CANAL. WITH THE ELEVATION OF 14.43 FEET. :D 12'0 Co) - 7. TBM •2, TRAVERSE POINT 6, ABOUT 333.1 FEET NORTH OF THE SOUTH 's .� a W 24 °814. y 4' BARB WIRE FENCE 12131 LINE OF PROPERTY BOUNDARY AND ABOUT 118.0 FEET EAST OF THE C. B C v == -v " __ -, == ` " ° r. v r r r r X ^" - n` o' WEST LINE OF PROPERTY BOUNDARY, WITH THE ELEVATION OF 12.97 FEET. cgoo FaE1 FND 5 /5" I.R. & CAP LB 1221 ` FNO 1" I.R. & CAP PLS 3744 DATE 2299.0140 Cy JAMES P. WEIDENER. P.L.S. PROJECT NO. CZ NOTES: ALL PALMS: PROFESSIONAL SURVEY AND MAPPER 12' DIA. EXCEPT SPECIAL NOTED FLORIDA REGISTRATION NO. 3609 2299 'r ALL S: 36' DIA. EXCEPT SPECIAL NOTED ,F: 1 ALL OTHER TREES: 15` DIA. EXCEPT SPECIAL NOTED WEIDENER SURVEYING AND MAPPING L.B. 4207 SHEET = 2 OF 3 y° , " �N � - N TRAVERSE POINT 2 \, - 30 "DIA. FND 4X4 C.M. IL `` \ a g■P' ° 48 "DIA. \ h 18 "DIA. \ 24 ,, \�\ SET 1/2" I.R. & CAP LB 4207 N 11319.0109 " IA. h a / �� ' K N 11294.0109 �6) E 10824.8230 \ � 12 "DIA l eo. E 10824.8288 la ELEV 15.70 f \ O 4' BARB WIRE FENCE 1 #.. 1. °� PP (WOOD) \\ 18 "DIA. t I I \ 5e- �2 " ' a0 --- - 'IA. . \ �. 12.0 13.0 �'jiiR /� ° _, ��h �\ l �. / tip' _ y 18 "DIA \° II ' 8 „ l 2. , • 40.,° ; �a ti e d- , / r 24 "DIA \-1 e S 1� > �: -� _ K . �..2�� // \ \\ �,��\ 48 "DIA. 24 "DIA.I�� GOV '\'' RICH , a .Y -12. . �� -,: 24 "DI �� 12 "DIA. 10 "DIA! ' / 2 12 "DIA! 18 "DIA 12 " DIA \ \ °� � � ti 4 ti BA:: Y ' E FE \ \ CS , IIA, 12 "DIA. 24"DI'• p' '' 12 "DIA. r 8 "DIA.�0� - $ 15 "DIA. aP l 18'DIA. 24 "DIA \ � \, f _/24 "DIA. 30 "DIA. 2 DIA. 20' 1IA� ° e ~ ~ \� l2. 48 "DIA. 18 "DIA o� \ 12 "DIA.' OAK / ` \� 40 "DIA. a� � 15" 1 A. 2 OAK �a. \ V ` , - a18 " DIA. 24 "DIA. 12 'DIA. ' \\ \ , l,°� 30 "DIA. -`� L 2. ° •\ .\ 18 "DIAti \ \ TREE ti 36 "DIA. \ ti18 "DIA. K W .<;) tip. \ 12 "DIA. y 2 24 1 ( DIR BWY �`. THE til 1 "DIA ,„ °, eo lo o e 1 �') \ '`�24 "DIA. 24 "DIA. \ .-'• . 10 "DI•TRA ERSE PINT 13 (0\i O 16.0 8 "DIA. \ ti o ° 24 "DIA. � � �A ti° N: 1113 ' 3825 \t „(:0 4 40 "DIA. A 24°DIA V \ OAK � T 48 "DIA'' �� T E� 10854.6314 \ ��12 "DIA. 2 15"D IA. /� �� ELEV 14.43 " PP (WOOD) .' \ o ° l�. ° 12 " DIA' �' • %� OAK 18 "DIA. -(h. t � � A 40 "IIIA. 60"1 A. PINE 18 "DIA �� 4 "DIA. 24 DIA. \ TRA RSE 2 p CS2 FLOOR ELEV 16.30, 18 "DIA. ! ti f ti� ` �� .,(P 9 , PINT 4 1 2 A. 2 � ' 40 "DIA! l ''' ♦ .o .. l2 + 22 v e ° e `'s N 1 0645.89.,9 l �. 24' 'IA. `'' , 15' OAK " z N `� / ♦ 15 " CITRUS 18 "DIA- -,:�� D A \ ONE STORY •�'�o o E 10967.84 1 l �' , 48 NIA. OAK ?IN W N N ,,N I • STEEL \l ❑U SE ELEV 16.'2 I �. `` 4 l� I<-\.. 40 "DI 15 "DIA ` i �� , 24 "DIA � BRIDGE �°' � 24 "DIA. ~ � � •\ �� </,9 � \ �� 18 "CIA/ \s';IA. LL a ❑A 12 "DIA. a `' �s � k WANE ,s 40 24�DIA. MAqip 4 A. �� 18 A. 1 1y: -o OAK * 8 "DI 24 DI ` \ CS' 18'DIA. ac:"?' a -, -J , \ a' ti' I PIN g k : OAK ti h 18 CIA- �;. /� l2. o .o 1 8 "DIA. ° OAK 12TDIA. g „DIA. e� "D . � � <. • ° 15 "D IA. 24 . _ •. >-' ti 61 "DIA. / ❑AK 18 "DIA. �: % 1C 18 "DIA. W U 1 \� 24 "DIA. y� fz 1 a OAK 1 2 I / IA. / �� &-' d o 18 "DIA. BAY ti``, ❑AK W Q a ' } a ``! C S 3 55 "DIA. % 24 "DIA. �.\ U1p w o 2: "DIA. . ► a9 12DIA \ r t � 24 "OAK i - 24 "IIA. ti l �ti ^ f s t Z K e q 12 "DL'. v 50 "DIA. OAK ❑AK a x Q" v x0 W Z TRAVERSE PINT 12 �� 24" ILIA. <2' 18 "D A. N ip O 48 "DIA. 24 "DIA• 1E8.1:1 24 °DIA. A 6'h - NE la, r '- ¢ a J 1 "LIA -: ° N 10947.6740 f a 18 "DIA W 0. 2 w a 6 c ) A 4 "DIA. E 10624.0397 ° °s �� 2 . \\''� z o ELEV 15.46 / 8 "DIA. •" \� `� " I 24 "D z !'' \\\ IA. , c 18 "DIA. 24" 7I� �� 4' BARB WIRE FENC 4' �AR WIRE ENCE q 24 "DIA. / �,. WOOD �~ Q m r \ \ \ F ND 1 " I.R. & CAP NO ID. BRIDGE $ O K ti 2� 12 "DIA. � P , \ GN HI GRAPHIC SCALE CR -SS SECTI - \S I m �s cb a) a ( IN FEET) PJ (UNIT: FEET) 1 inch = 30 ft. 14 y q o 2 (-0 10.8 10.9 A ° � a m 2C 2C / m . Z" CV 2c c (4r7...7" cl ]]]]]] �� 1c 1c 1£ 6.3 6.4� y a - DATUM ELEV I W a O C CV 12J 71' 4 14.8 14.7 4 13.1 3.6 1413.6 5� 0.170 0 +26 -- m q m_ 12 12 .6 1 ° le 10. 1 \ 10.0 10 '1.6 10.4 2.1 C S o 1 6.3 C 7.0 6.8 DATUM ELM DATUM FLFVL DATUM FLFV J 5.00 500 500 CADD FILE. 0 +00 0 +35.76 0 +00 0 +32.73 0 +00 0 +35 JAMES P. WEIOENER. P.L.S. DATE 2299. DWG Cy PROFESSIONAL SURVEY AND MAPPER PR 2299 N0' Q \ J FLORIDA REGISTRATION N0.3609 C� WEIDENER SURVEYING AND MAPPING L.B. 4207 SHEET 3 OF 3