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Forest Lakes MSTU Minutes 04/02/2013FILED #43 r rlt141Y. FLORIDA FOREST 2013 AUG I#OROOMAY and DRAINAGE M.S.T.U. LAKES CLERK OF WN &Y COMMITTEE 3299 East Tamiami Trail - Suite 103 gY N ni�e�PC 34112 APRIL 29 2013 MINUTES I. CALL TO ORDER: The meeting was called to order by Chairman Robert Jones at 10:10 AM. A quorum was established; five voting members were present. II. ATTENDANCE: Members: Robert Jones - Chairman Richard Barry, Kenneth Bloom, George Fogg, and Kevin McKyton County: Darryl Richard - MSTU Project Manager Michelle Arnold - Director, Alternative Transportation Modes Dept. Other: Scott Windham - Windham Studio, Inc. (JuriStaff - Anne Iacuzzo) III. APPROVAL OF AGENDA: Richard Barry moved to approve the Agenda as presented. Second by Kevin McKyton. Carried unanimously, 5 - 0. IV. APPROVAL OF MINUTES -March 5,2013: Corrections: • On Page 3 (1St full paragraph) • Following $160,000 - Insert "landscape" • At the end of the sentence, insert "and landscaping of Woodside from Pine Ridge to Forest Lakes Blvd." • On Page 3 (3rd paragraph - 3rd bullet point) o The sentence should read: "Landscape and irrigation of the Woodshire entrance R -O -W areas from Pine Ridge to Forest Lakes Blvd on the west, and from Pine Ridge to the Woodshire pool on the east." • On Page 3, under "A" - Review of Suggested Alternative Plantings • First bullet point - Remove "fairly" • First bullet point- Delete "around" and insert "in front of • Second bullet point - Delete "Crepe" and insert "Asian" April 2, 2013 • On Page 4, under "X" - Public Comments o Second bullet point: The sentences will read: "... the base bid of the new bids will be structured to incorporate the sidewalk, the turn lane, and the lights. The landscaping will become an alternative." Kenneth Bloom moved to approve the Minutes of the March 5, 2013 meeting as amended Second by George Fogg, 5 - 0. V. BUDGET - DARRYL RICHARD A. Proposed Budget - FY 14 (A copy of the proposed Budget was distributed to the members.) Darryl Richard noted the "Forecast" column (middle of page) indicated money forecast to be spent until October 0 and the "FY= 14" contained the monies projected as the Budget for the next Fiscal Year. B. Monthly Budget Report (Report attached: "Forest Lakes MSTU Fund 159, dated April 2, 2013 ") • Current Ad Valorem Tax: • Tax Receipts Received: • To be Collected: • Operating Expense: • Open Purchase Orders: • Spent to date: • Operating Funds Available: • Capital Outlay (available): • Open Commitments: • Spent to Date: • Available (Capital/Improvements): • Reserves (debt service - Bond): • Total Budget: $ 149,900.00 (anticipated) $ 133,949.13 $ 15,950.87 $ 173,500.00 $ 40,040.41 $ 30,460.88 $ 102,998.71 $ 1,138,493.51 $ 58,804.16 $ 67,635.85 ** $ 1,012,053.50 $ 1,166,000.00 $ 2,323,079.10 ( ** - Includes Consultant's fees for Phase I and Phase II Projects) Darryl Richard stated the Budget Office will close out all Purchase Orders at the end of the Fiscal year and re -issue some of the Consultant's Purchase Orders for October 1St Windham Studios, Inc. has three Purchase Orders - some of the encumbered funds will be paid by the end of the Fiscal Year and a new Work Order will be opened for October 1St for the remaining monies owed. Proposed Budget - FY 14 (continued): Darryl Richard explained: • Staff met with the Budget Office to review the current expenditures as well as the expenditures for the remaining portion of this Fiscal year. 2 April 2, 2013 • Line items were examined and a forecast was determined — it is as close as possible to actual expenditures. • The MSTU has the authority to change Line Items 13 through 32. • Many items in the Budget may be removed/adjusted by the Budget Office • The MSTU has no control over certain line items (Lines 36 and transfers to Property Appraiser and Tax Collector) • Line items 34 and 35 are staff costs — analysis has not been completed and the figures may change Mr. Richard requested the Committee review Line Items 13 through 32. • Engineering Fees (Line 13): • Have commitments from Windham Studios for maintenance consulting at $16,179.89 — have paid only $1,500 to date but anticipate spending $12,000 • FY 14 Budgeted amount: $32,000 which includes the other POs with WSI Kenneth Bloom asked if the $16,179.89 would be spent in this Fiscal year. Michele Arnold explained the "Forecast" column is what is anticipated to be spent during the entire Fiscal Year through October. Although $35,000 was budgeted, only $12,000 of will be spent. The "Commitment" item indicates what is open in the Purchase Order. The PO was originally opened for $17,000 anticipating actual construction would take place this year. Since construction has not begun, the expenses anticipated for the PO will be less. The balance on the PO will be returned to be Budget as "carry forward." Kenneth Bloom asked if a surplus would be created and the response was, "Yes." Mr. Bloom: • Budget: $173,500 for the current Fiscal Year (Line 31) • The Budget for Fiscal Year 2014 will be reduced to $143,800 • It is anticipated that the MSTU will collect $148,300 • The MSTU will carrying a surplus of approximately $5,000 into FY 2014 • Continuing to collect $369,200 yearly for Debt Service • Collecting $148,300 for Operations for a total of $517,500 Q. "Is the amount collected for debt service sufficient to pay it ?" A. "Yes." Michelle Arnold stated the Budget Office takes that portion first — the figures for operating and capital indicate what remains after the debt service has been subtracted. Q. "What is Indirect Cost Reimbursement? (Line 15) Is that a County cost ?" A. "Yes." Vice Chairman Fogg asked if the reduced Budget for Fiscal Year 2014 will be enough to cover the new work (Line Item 16). Darryl Richard replied it was anticipated the Budget would be sufficient. He further stated the figures were analyzed regarding what had been spent on maintenance — the bulk of which was allocated for the front entrance. After the sidewalks and lighting April 2, 2013 are installed, the only additional maintenance costs will be replacement of lights (approximately $5,000 per light). Mr. Fogg noted the entrance project will not be completed until the close to the end of the Fiscal Year. He asked if the additional $10,000 would be enough to cover the landscaping incidentals in 2014. Mr. Richard replied, "Yes, it is." Discussion ensued. • New items: plumbing, legal, equipment rental, water and sewer were added as Line Items to the Budget. • "Plumbing" was actually the repairs to the fountains — the Budget Office did not have an option for "fountain maintenance" • Money allocated to Fiscal Year 2015 could be moved around, if necessary and there may be a surplus from other items Kenneth Bloom stated the numbers make sense and look good. George Fogg stated it he hoped the landscaping for Woodshire and Forest Lakes could be finished. Kenneth Bloom moved to approve the draft Budget for Fiscal Year 2014. Second by George Fogg Carried unanimously, S — 0. VI. PROJECT MANAGER'S REPORT — DARRYL RICHARD • Has been working with Commercial Land. The planting have been removed at the front entrance and the Juniper has been installed on half of the circle, as requested • Exceeds F -DOT requirements Richard Barry stated he intended his motion to include the entire circle. Vice Chairman Fogg replied expansion is possible, if necessary. But the job that needed to be done has been done. Michelle Arnold noted the anticipated improvements to the pavers will also increase the sightline. Scott Windham stated visibility will not be an issue as long as the residents abide by the speed limits in the community. Solid double yellow lines will be painted to define the lanes. • The tree stakes will be removed by Commercial Land as well as the "gator" bags. • A letter to the residents is in process concerning the MSTU's maintenance obligations versus their personal responsibilities. A copy of the draft will forwarded the Committee for review before it is sent. VII. LANDSCAPE ARCHITECT'S REPORT — SCOTT WINDHAM, WSI (Report attached: "Status Report, dated April 2, 2013" with map) • Continuing to develop plans for the combined Phase 2 /Phase 3 Project April 2, 2013 • Phase 3 Plan has been completed — includes new turn lane and everything associated with the west entrance • Value engineering of Phase 2 is in process • The scope of work of the Phase 2 Project is being revised (reduced) • When Request for Bids is released, the bids will be within the allocated, available capital Phase 2: • Scope: Completion of the loop, the sidewalk, and the street lighting associated with the sidewalk; the sidewalk will extend to Pine Ridge Road by Publix o The above -items will comprise the `base bid' as directed by the Committee • ABB (civil engineering firm): • Scope: Construct the sidewalk to complete the loop and re-tool the parking on Woodshire • Base Bid: $163,581.29 • TR Transportation: • Scope: Construct lighting required for sidewalk • Base Bid: $511,613.15 WSI and Abney: • Scope: Landscape /Irrigation Construction ( Woodshire entrance area and Forest Lakes connection along Turtle Lakes) • Forest Lakes Blvd: Sod and landscape repair; tree trimming; replacement of boulders • Will run irrigation main line from the Quail Run clubhouse (end of Phase 1) along Forest Lakes Blvd. to the corner of Woodshire and Forest Lakes • Will also run a supply line to irrigate the sign at Woodshire • Woodshire: Planting at east entry sign and associated landscape lighting • Performance Bond, MOT • Base Bid: $149,163 • Phase 2 Base Bid TOTAL: $824,357.44 Phase 3: Entrance Turn Lane • ABB (civil engineering firm): • Scope: Construct turn lane, install traffic signal, refurbish median • Base Bid: $111,552.71 TR Transportation: • Scope: Supply and install lighting • Base Bid: $24,624.95 April 2, 2013 • WSI and Abney: • Scope: Planting and irrigation (removed Ficus will be replaced with "other ") • Base Bid: $ 9,750.00 • Phase 3 Base Bid TOTAL: $ 145,927.66 • Total (combined Projects): $ 970,285.10 • Available Capital: $ 1,012,053.50 • Buffer (Change Orders, etc.) $ 41,768.40 Discussion: • The difference between 2013 and 2014 Budgets is approximately $30,000 and may be added to "Capital/Improvements General" as cushion • Delaying will only increase costs • Items under consideration for future : Install a chain link fence along Publix berm and removal of Bahia grass — only if surplus funds become available • Contingencies will cover unanticipated circumstances, i.e., Issues with Phase 1 — unforeseen underground condition — excessive amount of ledges • Construction was not anticipated to begin this year — Purchasing Department is "behind" — processing of contract may be a problem • Budget is subject to change • Potential commencement: September Comment: "Cannot engineer out everything." Consensus: Consultant was directed to release the Request for Quotes ( "RFQ ") as quickly as possible. VIII. OLD BUSINESS (None) IX. NEW BUSINESS • It was noted there is too much water on the island irrigation should be adjusted. X. PUBLIC COMMENTS Q. "Can you structure the bids to definitely include the sidewalk and lighting ?" A. "The Summary includes all the hard -built items that will be the base bid components." Q. "Does the budget have a `drop dead' date to spend the money or it is lost ?" A. "We have been examining the Operational Budget which is used to run the MSTU. Under this type of budget, a surplus can carry forward to the next Fiscal year." "The Bond issue has a drop dead date for payment — 2021." Q. "Regarding Forest Lakes Blvd., how wide will the sidewalk be?" A. "Five feet wide — the same as Woodshire" "Regarding irrigation at the entrance, there is a possibility that one zone is not capped off." April 2, 2013 A request was made for Darryl Richard to inspect a drainage culvert below the swale at Turtle Lakes — it may have been cut too low. Mr. Richard stated the elevation of swales are determined by the SouthWest Florida Water Management District — it is set and cannot be maintained. Vice Chairman Fogg noted the developers have been known to make mistakes. While it is the responsibility of the MSTU, he suggested Darryl Richard meet with the President of the Turtle Lakes Homeowners Association to inspect the area. Q. "The Purchase Order for electrical repairs for Forest Lakes ...." A. "The initial Purchase Order was sent but has been misplaced. A second will be sent." Some landscaping cannot be done until the electrical has been completed. NEXT MEETING: MAY 7, 2013 AT 10:00 AM FOREST LAKES CONDO ASSOCIATION CLUBHOUSE 1058 FOREST LAKE DRIVE, NAPLES, FL 34105 There being no further business for the good of the County, the Meeting was adjourned by order of the Chairman at 11:43 AM. FOREST LAKES ROADWAY AND DRAINAGE MSTU ADVISORY COMMITTEE R��a. T I ��� Robert Jones, Chairma The Minutes were approved by the Committee Chair onPl , 2013 "as presented" (�, OR "as amended" []. ( J FOREST LAKES SIDEWALK, F -58 PHASE 2, 100% OPINION OF PROBABLE COST SUMMARY Prepared by: Windham Studio, Inc. 10/2/12 WSI AND ABNEY: LANDSCAPE / IRRIGATION CONSTRUCTION Budget Item Estimate Landscape, Irrigation, Site Furnishings, Directory Sign, Street and Traffic Sign Replacement (Includes 10% Contingency) $763,866.29 SUB TOTAL: $763,866.29 ABB: SIDEWALK / STRIPING / DRAINAGE CONSTRUCTION TR TRANSPORTATION: LIGHTING CONSTRUCTION Budget Item Estimate Lighting Supply and Install (HPS light, 20' pole, upgrade powdercoat) Includes 15% Contingency $511,613.15 SUB TOTAL: $511,613.15 2" Directional Bore ($1,094) Parking, Walk, Curb /Gutter ( +$85,981.59) Auguring ( +$15,180) GRAND TOTAL: 1 $1,439,060.73 TOTAL INCREASE ( +$102,255.59) PREVIOUS 90% GRAND TOTAL: 1 $1,184,570.80 *NET INCREASE: 1 $254,489.93 *Includes additional shrubs, ground covers, street trees, sod, irrigation, extended sidewalk and lighting to Pine Ridge Rd T A B U L A T I O N O F Q U A N T I T I E S S U M M A R Y O F P A Y I T E M S ITEM No. DESCRIPTION UNIT COLLIER COUNTY TRANSPORTATION TOTAL T -3 101 -1 MOBILIZATION LS 1 1 102 -1 MAINTENANCE OF TRAFFIC LS 1 1 555 -1 -1 DIRECTIONAL BORE (LESS THAN 6 ") LF 45 45 630 -1 -12 CONDUIT, UNDERGROUND, F &I LF 55 55 632 -7 -1 SIGNAL CABLE, F &I PI 1 1 635 -1 -11 PULL BOXES , F &I EA 2 2 646 -1 -11 ALUMINUM SIGNAL POLE, F &I, (ALUMINUM PEDESTAL) EA 1 1 650-1-311 TRAFFIC SIGNAL, F &I, (3— SECTION, 1 —WAY, VERTICAL) AS 1 1 660 -2 -106 LOOP ASSEMBLY, F &I, (3— SECTION, 1— WAY,VERTICAL) AS 1 1 670 -5 -410 CONTROLLER MODIFICATION AS 1 1 700 -48 -18 SIGN PANEL (F &I) EA 1 1 • PAY ITEM NUMBERS BASED ON 2012 BASIS OF ESTIMATES. XX PENDING COORDINATION WITH FPL GENERAL NOTES 1. THE IMPLEMENTATION OF THE SIGNALIZATION PLANS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE LATEST EDITION OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE LATEST EDITION OF THE MINIMUM SPECIFICATIONS FOR TRAFFIC CONTROL SIGNAL DEVICES, THE LATEST EDITION OF THE FDOT DESIGN STANDARDS, AND THE COLLIER COUNTY SIGNALIZATION TECHNICAL SPECIAL PROVISIONS (JULY 2012), EXCEPT AS MODIFIED HEREIN. 2. THE MAINTAINING AGENCY IS COLLIER COUNTY. CONTRACTOR SHALL CONTACT COLLIER COUNTY TRAFFIC OPERATIONS PROJECT MANAGER SEVEN DAYS PRIOR TO BEGINNING WORK. TRAFFIC OPERATIONS PROJECT MANAGER COLLIER COUNTY 2885 HORSESHOE DRIVE SOUTH NAPLES, FLORIDA 34104 PH: (239) 252 -8260 3. THE CONTRACTOR SHALL NOTIFY THE "SUNSHINE STATE ONE CALL" NOTIFICATION CENTER NOT LESS THAN 48 HOURS, NOR MORE THAN FIVE DAYS IN ADVANCE OF ANY OF THE CONTRACTOR'S WORK ACTIVITY WHICH MAY IMPACT ANY UTILITY FACILITY. CALL "SUNSHINE STATE ONE CALL" AT 1(800) 432 -4770. IT WILL BE THE CONTRACTOR'S SOLE RESPONSIBILITY FOR HAVING UNDERGROUND CABLE AND UTILITIES LOCATED AND IDENTIFIED BY PROPER AUTHORITIES AT CONSTRUCTION SITES. THE COLLIER COUNTY TRAFFIC OPERATIONS SECTION SHALL ALSO BE CONTACTED NOT LESS THAN 48 HOURS IN ADVANCE FOR STREET LIGHT AND TRAFFIC SIGNAL LOCATES. CALL (239) 252 -8492 FOR LOCATES. 4. CONTRACTOR SHALL COORDINATE UTILITY LOCATES AND ANY RELOCATIONS AS REQUIRED. 5. AT THE TIME OF FINAL INSPECTION OF THE PROJECT, THE CONTRACTOR SHALL FURNISH THE PROJECT ENGINEER AND THE MAINTAINING AGENCY WITH TWO COMPLETE SETS OF "AS— BUILT" PLANS. 6. THE INTENT OF THESE PLANS IS TO PROVIDE A COMPLETE ACCEPTABLE WORKING INSTALLATION. ANY INCIDENTAL ITEMS REQUIRED TO COMPLETE THIS INSTALLATION SHALL BE INCLUDED IN THE PAY ITEMS ESTABLISHED. R E V/ S/ O N S I PREPARED BY: TINDALE- OLIVER AND ASSOCIATES,INC. 1000 N. ASHLEY DR., SUITE 400 TAMPA, FLORIDA 33602 813 - 224 -8862 L E G E N D LF = UNEAR FOOT FM = FIELD MEASURE EA = EACH PQ - PLAN QUANTITY PI = PER INTERSECTION SF = SQUARE FEET AS = ASSEMBLY PAY ITEM NOTES THIS ITEM SHALL INCLUDE ALL ITEMS OF MOBILIZATION TO COMPLETE ALL WORK SPECIFIED WITHIN THESE PLANS. 2. 102 -1: THIS ITEM SHALL INCLUDE ALL ITEMS OF MAINTENANCE OF TRAFFIC TO COMPLETE ALL WORK SPECIFIED WITHIN THESE PLANS. 3. 630 -1 -12: CONDUIT SHALL BE ENCASED IN SAND CEMENT IN AREAS WHERE A MINIMUM DEPTH OF 30 INCHES CANNOT BE MET, COORDINATE WITH COLLIER COUNTY PRIOR TO INSTALLATION AT A DEPTH LESS THAN 30 INCHES. 4. 632 -7 -1: THE COLOR CODE OF SIGNAL CABLE SHALL BE VERIFIED WITH COLLIER COUNTY. TRAFFIC SIGNAL CABLE PROVIDING POWER TO VEHICULAR AND PEDESTRIAN SIGNAL HEADS SHALL NOT BE INSTALLED IN THE SAME CONDUIT CONTAINING LOOP LEAD —INS AND PEDESTRIAN DETECTOR CABLES. 5. 635-1-11: PULL BOXES ARE TO BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO CURB AND GUTTER, THEN PULL BOXES SHALL BE PLACED A MINIMUM OF 7' FROM THE EDGE OF PAVEMENT. 6. 646-1-11: SIGNAL HEADS MOUNTED ON PEDESTALS SHALL BE INSTALLED USING BREAKAWAY ALUMINUM SQUARE BASE ASSEMBLIES WITH ALUMINUM DOORS. ALUMINUM BASE ASSEMBLIES SHALL INCLUDE A PELCO PRODUCTS, INC. OR APPROVED EQUIVALENT LOCKING COLLAR. 7. 650 -1 -311: THIS ITEM SHALL INCLUDE ALL SUPPORTING HARDWARE NECESSARY TO MOUNT ON ALUMINUM PEDESTAL. (ATTACHMENT CABLES SHALL BE STAINLESS STEEL ONLY). SIGNAL HEAD RED, YELLOW, AND GREEN SECTIONS SHALL BE APPROVED LED TYPE. PREPARED FOR: NAME COLLIER COUNTY TRANSPORTATION ENGINEERING DESIGNED S.T.M. DEPARTMENT — TRAFFIC OPERATIONS DRAWN L.M.M. 2885 SOUTH HORSESHOE DRIVE CHECKED W.T.B. NAPLES, FLORIDA 34104 239 - 774 -8192 SUPERVISED W.T.B. ENGINEER OF RECORD: W1WAM T. "WT" BOWMAN, P.E. 69132 112112013 P.E. NUMBER DATE PINE RIDGE ROAD AT FOREST LAKES BOULEVARD TABULATION OF QUANTITIES AND SIGNAL MODIFICATION PLAN NOTES SHEET NO. T-2 OF T -4 SHEETS EXISTING EQUIPMENT TO REMAIN 4❑ ® ❑7 ® © ❑i © o0 ® ® ❑ R Y G R Y ----�- � G 1 -WAY, 3- SECTION 1 -WAY, 5- SECTION 12' STD. 12' STD. LEFT TURN CONTROLLER OPERATION 1. MAJOR STREET IS PINE RIDGE RD, MINOR STREET IS FOREST LAKES BLVD AND SHIRLEY ST. 2. THE CONTROLLER OPERATES WITH A NON- STANDARD SOP WITH SHIRLEY ST AND FOREST LAKES BLVD. NEW SIGNAL EQUIPMENT R Y G 1 -WAY, 3- SECTION 12' STD. 650 -1 -311 1 AS ONLY R3 -5 O 3. SEE SIGNALIZATION MODIFICATION PLAN NOTES SHEET (T -2) FOR ADDITIONAL CONTROLLER REQUIREMENTS. EXISTING SOP (PROVIDED BY COLLIER CO. PHASE 2 PHASE 4 PHASE 6 PHASE 7 PHASE 8 NOTE: SBLT ((SHIRLEY) PHASE 7) DETECTOR COPIES CALL TO SB ((FOREST LAKES) PHASE 6). NEW LOOP DETECTOR CHART F-2] Fj] YIELD ON GREEN I LOOP SIZE CONTROLLER FUNCTION DETECTOR FUNCTION El F61 F-11 I 6'X40' 3- SECTION 5- SECTION 5 BACKPLATE BACKPLATE MINIMUM GREEN INITIAL CONTROLLER OPERATION 1. MAJOR STREET IS PINE RIDGE RD, MINOR STREET IS FOREST LAKES BLVD AND SHIRLEY ST. 2. THE CONTROLLER OPERATES WITH A NON- STANDARD SOP WITH SHIRLEY ST AND FOREST LAKES BLVD. NEW SIGNAL EQUIPMENT R Y G 1 -WAY, 3- SECTION 12' STD. 650 -1 -311 1 AS ONLY R3 -5 O 3. SEE SIGNALIZATION MODIFICATION PLAN NOTES SHEET (T -2) FOR ADDITIONAL CONTROLLER REQUIREMENTS. EXISTING SOP (PROVIDED BY COLLIER CO. PHASE 2 PHASE 4 PHASE 6 PHASE 7 PHASE 8 NOTE: SBLT ((SHIRLEY) PHASE 7) DETECTOR COPIES CALL TO SB ((FOREST LAKES) PHASE 6). NEW LOOP DETECTOR CHART CONNECT TO LOOPS LOOP TYPE I LOOP SIZE CONTROLLER FUNCTION DETECTOR FUNCTION L4TD I F I 6'X40' 8 CALL AND EXTEND DEFAULT CONTROLLER TIMING PLAN TIMING FUNCTION 1 2 3 5 6 MOVEMENT NUMBER 1 2 4 5 6 1 EA MINIMUM GREEN INITIAL 700 -48 -18 1 EA (SEE NOTE 2) ? EXTENSION (PASSAGE) MAXIMUM GREEN I F MAXIMUM GREEN II w YELLOW MAINTJLIN. EXISTIlh G . ALL RED PEDESTRIAN WALK U PEDESTRIAN CLEAR RECALL FLASHING OPERATION R E V/ S/ O N S I PREPARED BY: TINDALE- OLIVER AND ASSOCIATES,INC. 1000 N. ASHLEY DR., SUITE 400 TAMPA, FLORIDA 33602 813- 224 -8862 I I I I I II I o• 1C 20' MY II I I J �I I 1' -40' II II 1 R/W I � I I TO SHIRLEY ST (360') I L_jR/W � �' PINE RIDGE RD 2 - _— I — — — 1— Li 1 � � 555 -1 -1 45 LF (2 RUNS) 660 -2 -106 1 AS TIE LOOP INTO EXISTING PULL BOX, •`—'• ���� USE EXI G CONDUIT TO SHIRLEY ST. -- _ - -- _ —� EXISTING CONDUIT 1 171- _:�: —: —• —: �i — ROUTE CABLE IN EXISTING CONDUIT TO SHIRLEY ST AND TIE INTO EXISTING CONTROLLER. I I I I �0 LF 630 -1 -12 .�I 1 EA 635 -1 -11 t7 I TIE SIGNAL CABLE INTO EXISTING PULL BOX, .,r► J I TO ESHIRLEY ST. ONDUR II NOTES: Y II ly ONLY IN i) SEE SHEET T FOR EXISTING CONDUIT AND CABLES IN PULL BOXES. ► 2) REFERENCE SHEET TSP -17 IN THE COWER R/WI I J COUNTY SIGNAUZATION TECHNICAL SPECIAL I I PROVISION (JULY 2012) FOR PEDESTAL .4 I Lo Ii MOUNTED SIGNAL DETAIL W O I PREPARED FOR: NAME COLLIER COUNTY TRANSPORTATION ENGINEERING DESIGNED S.T.M. DEPARTMENT- TRAFFIC OPERATIONS DRAWN L.M.M. 2885 SOUTH HORSESHOE DRIVE CHECKED W.T.B. NAPLES, FLORIDA 34104 239 - 774 -8192 SUPERVISED W.T.B. R/W 4 — I A 646 -1 -11 1 EA 630 -1 -12 5 LF ® 635 -1 -11 1 EA pp 700 -48 -18 1 EA (SEE NOTE 2) R/W ENGINEER OF RECORD. MWAM T. 'Wi' BOWMAN, P.E. 69132 ,0112112013 P.E. NUMBER DATE PINE RIDGE RD AT FOREST LAKES BLVD SHEET NO. SIGNALIZATION MODIFICATION PLAN T-3 OF T -4 SHEETS 0 n n 9 IMIN O O O R E V l S/ 0 N S PREPARED BY: DESCRlP7ILW TINDALE— OLIVER AND ASSOCIATES,INC. 1000 N. ASHLEY DR., SUITE 400 TAMPA, FLORIDA 33602 813 - 224 -8862 ® O 2 L -6— — \ R/W ROUTE CABLE IN EXISTING CONDUIT TO SHIRLEY ST AND TIE INTO EXISTING CONTROLLER. i m En Ld Ld ,II a 1 � �I o PREPARED FOR: NAME COLLIER COUNTY TRANSPORTATION ENGINEERING DESIGNED S.T.M. DEPARTMENT — TRAFFIC OPERATIONS DRAWN LM.M. 2885 SWTH HORSESHOE DRIVE CHECKED W.T.B. NAPLES, FLORIDA 34104 239 - 774 -8192 SUPERVISED W.. B. IV �I111 I �I I ONE' II II IV c Io' so w 1• =40' R/W ENGINES OF ORD- WdU T. 'WT' BOWMAN, P.E. 69132 0112112013 P.& NUMBER DATE PINE RIDGE RD AT FOREST LAKES BLVD SHEET NO. EXISTING CONDUIT AND PULL BOXES T-4 OF T -4 SHEETS THIS CONTRACT PLAN SET INCLUDES INDEX OF ROADWAY PLANS SHEET NO. DESCRIPTION C -I COVER C -2 GENERAL NOTES C -3 EXISTING CONDITIONS MAP C4 SIGNING & MARKING PLAN SHEETS C -5 DRAINAGE PLAN SHEETS C -6 CONSTRUCTION DETAIL SHEETS THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THAT MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, DESIGN STANDARDS DATED 2013 AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED 2013, AS AMENDED BY CONTRACT DOCUMENTS ff • .C. FO- N( 1 90% PLANS JANUARY 31, 2013 CH IERLE MM PALL BEACH R. LAUDERDALE AM PLANS PREPARED BY- ::::Mlk Nmm GNOLI Mmm ARBER & iNNHUM RUNDAGE,m. Professional engineers, planners, & land surveyors Collier County: Suite 200, 7400 Tamiami Trail, North; Naples, FL 34108 (239)597 -3111 Fax: (239)566 -2203 Certificate of Authorization Nos. LB 3664 and EH 3664 ' I PROJECT GENERAL NOTES 1. THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER, THE INFORMATION IS NOT GUARANTEED, THEREFORE THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES IN THE FIELD. 2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA 48 HOURS MINIMUM PRIOR TO START OF CONSTRUCTION, AND SHALL HAVE ALL SERVICE LINES (TELEPHONE, FPL, WATER, CABLE, GAS, SANITARY SEWER AND FORCE MAIN) LOCATED AND FLAGGED PRIOR TO EXCAVATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES TO SCHEDULE THE REQUIRED RELOCATIONS. THE LIST WHICH FOLLOWS IS NOT ALL INCLUSIVE. UTILITY COMPANIES EMERGENCY PHONE NO.: COLLIER COUNTY WATER DISTRIBUTION (PAM LIBBY) (239) 775 -2007 COLLIER COUNTY WASTEWATER COLLEC77ONS (STEVE NAGY) (239) 591 -0186 COLLIER COUNTY LANDSCAPE OPERATIONS (PAM LULICH) (239) 252 -6291 FLORIDA POWER & LIGHT COMPANY (239) 353 -6045 EMBARQ (FORMERLY SPRINT) (JACK STRICKLAND) (239) 263 -6214 SUNSHINE STATE ONE -CALL CENTER 1- 800 - 432 -4770 COMCAST CABLE (MARK COOK) (239) 415 -4733 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL UTILITY LINES AND SERVICES DAMAGED DURING CONSTRUCTION, INCLUDING IRRIGATION LINES AND SERVICES. THE APPROPRIATE UTILITY SHALL BE NOTIFIED OF ALL DAMAGED LINES PRIOR TO REPAIR. ALL NECESSARY REPAIRS SHALL BE PERFORMED IMMEDIATELY. 5. THE CONTRACTOR SHALL COMPLY WITH STANDARDS SET FORTH IN COLLIER COUNTY ORDINANCE 82 -91 (CONSTRUCTION IN PUBLIC RIGHTS -OF -WAY) AND COLLIER COUNTY ORDINANCE 99 -17 AS AMENDED (UTILITIES ORDINANCE). 6. THE CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY DEVIATIONS FROM THE PLANS AND /OR SPECIFICATIONS. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY REQUIRED PLAN DEVIATIONS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT AREA. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH THE FLORIDA MANUAL OF TRAFFIC CONTROL, THE STANDARD DETAILS AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. 9. ALL EXISTING TREES (UNLESS OTHERWISE NOTED), LANDSCAPING AND PRIVATE SIGNS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED AND /OR RELOCATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER. 10. ALL DRIVEWAYS, LANDSCAPING, SIGNS, GRASS, ETC. SHALL BE RESTORED TO A CONDITION EQUIVALENT TO PRECONSTRUCTION CONDITION UNLESS OTHERWISE APPROVED BY THE ENGINEER. 11. CONTRACTOR SHALL NOTIFY RESIDENCES AT LEAST 48 HOURS IN ADVANCE OF ANY DISRUPTION IN SERVICE, INCLUDING DRIVEWAY CUTS. 12. THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER AND COUNTY PRIOR TO THE FOLLOWING ACTIVITIES: A. COMMENCEMENT OF CONSTRUCTION B. CHANGES TO APPROVED SCHEDULES C. TRENCH & BACKFILL COMPACTION & DENSITY TESTING D. FINAL INSPECTIONS 13. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929 14. DIMENSIONS ARE IN FEET AND DECIMALS UNLESS OTHERWISE NOTED. 15. AERIALS WERE OBTAINED FROM THE COLLIER COUNTY APPRAISER'S OFFICE AND WERE FLOWN IN 2012. 16. PAVEMENT STATIONS AND OFFSET TIES ARE REFERENCED FROM BASELINE OF CONSTRUCTION TO EDGE OF PAVEMENT. 17 ALL CURB AND GUTTER RADII SHOWN ARE TO THE EDGE OF PAVEMENT. 18. EXISTING MANHOLE FRAMES, COVERS AND VALVE BOXES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE ADJUSTED TO PROPOSED GRADE BY THE CONTRACTOR UNLESS OTHERWISE SHOWN ON THE PLAN. 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS DATED 2013 AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED 2013, AS AMENDED BY COLLIER COUNTY CONTRACT DOCUMENTS. 20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT AND DISPOSE OF ANY UNSUITABLE OR WASTE MATERIAL. DATE I REVISIONS COLLIER COUNTY TRANSPORTATION DIVISION, ALTERNATIVE TRANSPORTATION MODES 21. COLLIER COUNTY MAY HAVE OTHER CONTRACTS UNDER CONSTRUCTION DURING THE LIFE OF THIS CONTRACT. THE CONTRACTOR'S ATTENTION IS CALLED TO SUB- SECTION 8 -4.4 OF THE STANDARD SPECIFICATIONS "COORDINATION WITH OTHER CONTRACTORS". THE ENGINEER SHALL COORDINATE THE OTHER INTERFACE AND COOPERATION BETWEEN THE CONTRACTORS IS EXPECTED. 22. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED, OR REGRADING AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE PLANS AND HAVING SPECIFIC PAY ITEMS IN THE IN THE SUMMARY OF ROADWAY PAY ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COST INCURRED TO COMPLY WITH THIS REQUIREMENT. 23. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBANCE ACTIVITIES AND SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION OR AS DIRECTED BY THE ENGINEER. 24, ALL CATCH BASINS AND MANHOLES SHALL HAVE THE APPROPRIATE FDOT TRAFFIC RATED FRAME AND GRATE. 25. WHERE SIDEWALK TERMINATES AT THE EDGE OF THE PAVEMENT, A CURB CUT RAMP SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOOT STANDARD INDEX NO. 304. 26, NO DE- WATERING IS ALLOWED. THE CONTRACTOR IS REQUIRED TO APPLY FOR A DE- WATERING PERMIT WITH THE S.F.W.M.D. SHOULD HE WISH TO USE DE- WATERING TO CONSTRUCT THE FACILITIES. SIGNING AND PAVEMENT MARKING GENERAL NOTES: 1. THE IMPLEMENTATION OF THE SIGNING AND PAVEMENT MARKING PLANS SHALL BE IN ACCORDANCE WITH THE 2009 EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE 2013 EDITION OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (AS AMENDED BY THE CONTRACT SPECIFICATIONS) AND THE 2013 EDITION OF THE FDOT DESIGN STANDARDS. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. 3. ALL STRIPING SHALL BE APPLIED BEFORE RETRO- REFLECTIVE PAVEMENT MARKERS (RPMS) ARE INSTALLED. 4. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH INDEX NO. 17346. 5. PLACEMENT OF RPMS SHALL BE IN ACCORDANCE WITH INDEX NO. 17352 6. ALL SIGNS SHALL BE PLACED IN ACCORDANCE WITH INDEX NO. 17302. 7. THE CONTRACTOR SHALL NOTIFY SUNSHINE ONE CALL AT LEAST 48 HOURS PRIOR TO CONSTRCCTION. 8. THE SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT AS DIRECTED BY THE ENGINEER. 9. SIGN ASSEMBLY LOCATIONS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, CURB CUTS, ETC. MAY BE ADJUSTED BY THE ENGINEER IN ACCORDANCE WITH THE MUTCD. 10. CAUTION SHOULD BE EXERCISED WHEN RELOCATING EXISTING SIGNS TO PREVENT DAMAGE TO THE SIGNS AND /OR THEIR SUPPORTS. IF THE SIGNS AND /OR SUPPORTS ARE DAMAGED BEYOND USE AS DETERMINED BY THE ENGINEER, THEY SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. 11. ANY EXISITNG SIGN TO REMAIN THAT IS DISTURBED DURING CONSTRUCTION SHALL BE RESET TO CURRENT STANDARDS FOR HEIGHT, OFFSET AND METHOD OF INSTALLATION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. 12. ANY EXISTING SIGN TO BE RELOCATED SHALL BE RESET TO CURRENT STANDARDS FOR HEIGHT, OFFSET AND METHOD OF INSTALLATION. PAYMENT SHALL BE MADE UNDER ITEM - RELOCATE EXISTING SIGNS. 13. ANY EXISTING SIGNS ON THE RIGHT OF WAY WITHIN THE PROJECT LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED IN THE PLANS. 14. PAYMENT FOR THE REMOVAL OF SINGLE COLUMN SIGNS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE MADE UNDER ITEM - REMOVE EXISTING SIGNS. 15. TRAFFIC SIGNS TO BE INSTALLED IN CONCRETE MEDIANS, TRAFFIC SEPARATORS OR BRICK PAVERS. LEAVE A 10" DIAMTER OR 10" SQUARE CUT -OUT FOR SIGNS TO BE INSTALLED A MINIMUM 3' DEEP IN SOIL. 16. THE BACK OF ALL SIGN PANELS SHALL BE STENCILED WITH THE DATE OF INSTALLATION, THE INSTALLING FIRMS NAME AND THE PROJECT NUMBER AT THE BOTTOM OF THE PANEL USING 3 -INCH HEIGHT LETTERS AND NUMERALS. 17. ALL COLUMNS (POSTS) FOR SINGLE COLUMN SIGNS SHALL BE STEEL SQUARE TUBE POSTS AS SHOWN IN FOOT INDEX NO. 11865. c, "s arc of Au,M1on- Nw, LB Il -rs3,6{ �GNOLI PLAN STAGE BARBER SC "BRUNDAGE, DESIGN BY.' ABB ED DATE: AUGUST 2012 80X. PLANS DRAWN BY ABB CHECKED BY, EFT 24x36 PLOT HOW SCALE ABB PROJECT RENEWED BY: JAC INC. PERT SCALE 12 -0030 )nal Engineers, Planners & Land Surveyors r.mi N. N.pl -L a usn ss, s,I, F­ IM111 ±•or _ PLOT NEW/LAYOUT: GDV -02 11X17 PLOT HORIZ SCALE NA Y£R7 SCALE NA ACRD DWG 10801me CUB NAME 8000 -ROAD 18. IT SHALL BE THE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LENGTH OF THE COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. 19. ANY EXISTING PAVEMENT MARKINGS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REFURBISHED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. 20. PAINT ALL MEDIAN NOSES REFLECTIVE WHITE OR REFLECTIVE YELLOW AS INDICATED IN THE PLANS. 21. THE FOLLOWING ABBREAWATIONS ARE USED THESE PLANS. RPMS - RETRO- REFLECTIVE PAVEMENT MARKERS BD /RC - BI- DIRECTIONAL COLORLESS RED A/A - AMBER AMBER TRAFFIC CONTROL NOTES. 1. THE PREPARATION OF THE TRAFFIC CONTROL PLAN FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2009 EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD PART 0, TRAFFIC CONTROLS FOR STREET AND HIGHWAY CONSTRUCTION), AS REVISED TO DATE. FOR GENERAL TRAFFIC CONTROL ZONE REQUIREMENTS AND ADDITIONAL INFORMATION, REFER TO THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) BOOKLET "DESIGN STANDARDS" DATED JANUARY 2013 INDEX Nos. 600 THROUGH 560, AS APPLICABLE. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PREPARATION OF THE TRAFFIC CONTROL PLAN (T.C.P.), THE COST OF WHICH SHALL BE INCLUDED IN PAY ITEM 102 -1, MAINTENANCE OF TRAFFIC. THE T.C.P. SHALL BE PREPARED BY AN INDIVIDUAL WITH THE ADVANCED FOOT "WORK ZONE TRAFFIC CONTROL" CERTIFICATION, THIS PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL ALONG WITH THE APPLICATION FOR THE RIGHT OF WAY CONTRACT. J. CONSTRUCTION SIGNS FOR THE PROJECT SHALL BE ERECTED PRIOR TO ANY CONSTRUCTION ACTIVITY. THESE SIGNS SHALL BE MAINTAINED AND /OR ADJUSTED DURING PERIODS OF CONSTRUCTION FROM PHASE TO PHASE AS APPLICABLE. PLACEMENT OF ALL CONSTRUCTION SIGNS SHALL BE FIELD LOCATED IN SUCH A WAY THAT WILL AVOID OBSTRUCTION OF OR CONFLICT WITH EXISTING SIGNS. 4. WHERE " FLAGGER" AND "WORKER" SIGNS ARE USED, THE SIGNS SHALL BE COVERED OR REMOVED DURING PERIODS WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED SUCH AS NIGHTS, WEEKENDS OR HOLIDAYS.. 5. LANE CLOSURES SHALL BE SCHEDULED AS FOLLOWS: A. THE LOCATION AND DURATION OF EACH LANE CLOSURE, INCLUDING TURN LANES, SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE IMPLEMENTATION OF THE CLOSURE. B. NO WORK SHALL BE DONE REQUIRING A LANE CLOSURE BETWEEN THE FOLLOWING HOURS - FROM 6:00 A.M. TO 9:00 A.M. AND 3.00 P.M. TO 7:00 P.M. ON MONDAY THROUGH FRIDAY - HOLIDAY AND SPECIAL EVENT DAYS, AS PERMITTED BY THE ENGINEER - EMERGENCIES AS DEEMED NECESSARY BY COLLIER COUNTY EMERGENCY MANAGEMENT, LAW ENFORCEMENT AUTHORITIES OR THE ENGINEER., 6. THE MINIMUM WIDTH OF ANY TRAVEL LANE AT ANY TIME SHALL BE 10 FEET DURING CONSTRUCTION. Z THE CONTRACTOR WILL BE REQUIRED TO USE VARIABLE MESSAGE SIGNS TO PROVIDE ADVANCED WARNING OF THE WORK AREA. THESE SIGNS SHALL BE SET UP 1000' PRIOR TO WORK AREA. THE SIGNS WILL BE PROVIDED AT THE DISCRETION OF THE ENGINEER. 8. THE CONTRACTOR SHALL PHASE CONSTRUCTION OPERATIONS IN SUCH A WAY THAT WILL MAINTAIN EXISTING ACCESS TO ALL SIDE STREETS AND DRIVEWAYS AT ALL TIMES. JAMES A. CARR, P.E. No. 51318 JANUARY 31, 2013 "7'E FORESTLAKES BOULEVARD NORTHBOUND TURNLANE CONSTRUCTIONPLANS GENERAL NOTES SHEET C -2 OF (; -6 FlLE N0. 10801 MONUMENT 3 "X3" �i ^ ^ry EX. MES STAMPED WIT. 4944 r ?'' 1 �1 pry ^y EX. MES EX. CATCH BASIN 1 EXIST. ^MI ^ry ^ry y ^; CONCRETE ^'. rn o I n 'L^ 12.20 ih+-�°j- yry ' i 4 •� ^^- ,,�, DRIVE �N ry�1 Try Ny ^ ,y o`s + k y° +--- - - - - -- �,. y 11.64 yp ^�0 x��_ 10ai 1150 t.2y +� `t'. ^ly. yy9Aq` ^y ^`5• ^^ ^ry' 12.30- -- '- oy- •- '- --•ve7 - 1� 7T�� 11.72 ^ ^. - x + ^ryoy ----' +- ---f.- •A�-_- _ - -1� 4.1-+r ^ry' ^ry'yy ^ ^ ^�- EX. CO_NC._SIDEWA_K OT "1 s + ^ry U Vg1U + I + 1Oo,� 115b 11.63�8� ON A 11 ^gqi- - - 12.65 , ,L1y 1222, x y'123� 122 ,�^ -'�Rr p ��� - - - - - - ®�'�i6 `�i i y1 yy + ^`L' y0 g + - - - --1 * - - - - -� - - +- - + {- - -- CONC_ SIDEWA 12.. 1s ^ s a a 2S ?v - .62 - -�-* - - 12 ^-a -x"119 L 9z ry 2.i53-V _- RIGHT -OF -WAY LINE Oa _ - - - �- - - �- _ �-- -� o� - - - - -- - �3 i - - - _ - - 12.34 7�7 -2'3�� ---- -------- 1--- - - - - -- 1? 23 1� �4$-- - - - X12.30 1V 11• ,`1 ` .5 EX. _}32.3 - -t 11. J N 7 g y° EX. FOUND CONCRETE ? 1L? 3j P ^ryoy ^y? ^ry MONUMENT 3'X3' 1213 BENCHMARK STAMPED PRM 4944 p1 ELEV. = 12.47' NGVD 29 NORTH LINE yy PINE RIDGE ROAD R -�ry MANHOLE D NORTHWEST 1/4 OF SECTION 14, TOWNSHIP '3 'ate Nry ryry g° � ry�y 49 SOUTH, RANGE 25 _ _ o ^�' _ ^`L- 'sS 13.65 ^ -_ _ _ A - - +^ w EAST - 3.41 h - - 13.39 13. .41 _ _ 13.3 • .YYN� mo� v w a � `O^ N 1331 ^ 13.27 -'"k 13.04 13.18 13.68 - �' _ - - �.. ^�p� '- A9 = a1- 3.T4 - - T3 - ,y'� -- - w� 13.53 1T-44 13.48- - - - - 13.22 1 ='ia'� - �i' ^'j. - - 13.1t $ - 1 ?�1 ?a,� By y2 ,�,� ^� 14.�u�,�a�� EX. CONCRETE MEDIAN 13.93 op 0 1 9� "' '�' 13.94 p -y Tom, - - - - - IA � �3 SOS p 72 ,� 13.21�s 1 Nry ^ SYMBOLS LEGEND LO BENCHMARK ELEV.= 12.86' NGVD 29 MONUMENTAT0N TOP ABB PK /W �° ti`' , a ,y ^y N EX. F -CURB n. °`' ^ °1 �� y`' °^ 'i - - - _ ^ = = = -= 12.26 CONTROL MONUMENT �- _ '� ^ ^' ^ ^• ,y 1213 i� -� ^,y9 NN 'mss 5- -''�2 -- -� -- --- 126 �2 12.43 Y EXISTING BENCHMARK - - - .t^._ -. - - _- ^'�ti *- - - - - ^. ^^ q - - 12. / ^ . �,�-- y 1i2 41 / i i - - g�6 EXISTING SPOT ELEVATION RIGHT -OF -WAY LINE x-- -__ -_- -^ ^• 1160 - ^I� ^A e1 ° °9 13 8 \1 ii 11, x ----±± - - -- �•�1y ^ ^' ^ 12.42- �`�e )9 y`' 0y ,5 06 k� -- °a-- - - - - - 3-x.2 1 1 1 -I 1j�, e " "' ya1 11.26 , o IRON ROD ^ 11 � .6, 0 11.81 1.95 ^• 1° 11.91 } `` �Ordi ^ry ^ ry� 11.631 "�1, 'zs, ,o ?,�.4, -* 11.64 o NAIL - - - - - 1 _ f 11, s5 + ^ Y , � � EX. g`7' 11.91 _ + - "T1.ss I �. 12.19' ?s .ti / .i °o ^ ^' - - -- °p - +1�1 I?,® v2 r EX, SIGN I p, Ig9i _ .. -+- .. - .. 3.- HEDGE SIGN ^� ^. C, \ 4s 11.48 EX. STOP SIGN e - «10.15 CONCRETE POLE FOR SIGNAL EX. WOOD FENCE I 11.fO 'o f, 86 ^ ' EX. AUSTRALIAN PINES o J 11.31 10. �> > 9 - 6 t; 6a I I ss #� , +9- 9s 9s oy ^off O CABLE BOX 1� °' o' EX. ELEC. HH 1 I I QUAIL R N GOL UB INC. �� °� EX. + + +^ + ELEC. BOX I I 4� I N^P (O.R. 2489, P 243) I I I HEDGE QUAIL RUN GOLF CLUB INC. ® ELECTICAL CONTROL PANEL EX. ELEC. 1 �} o o C] ( FOLIO NO. 0026140009) yp CONTROL 1ll�T1 I �o I I I EX. TELE ^o. m ELECTRIC MAN HOLE PANEL yy i'Q °^ I 1'2p �� " I + PAD 1003 oys ^ °N^ + E-m ELECTRIC METER EX. J HEDGE I � II 150' R. 6 II I� v I x10 41 0 ^`' + +N + 1 ^h1 Q ELECTRIC TRANS. I I w p1x 11.ss . I 11L I I +N ° -11b + E-- GUY WIRE FOREST LAKES HOMES BLK. "A" I I I Jw a] �I-^ °' '� I oI 1O 1 ^° _ ^7' ^1 LAMP POST (P.B. 12, PG.41) i I >� ?1oy3 �Io w° I �- - �- ^^ POLELIGHT c 11.71 11.92 �. Q EXISTING FPL POLE II a� U" 1mf s os I o EX. � ° II �p ^° 11 i1 EX. TEE BOX 1 ?a�i j toss -0 POWER POLE - CONCRETE PALM w I (� I I °o , ', / (T TELEPHONE RISER ( ) c ( II w a 1 x 1j1 + ^ry ^ey ^ ^�1 `� A TELEPHONE SERVICE BOX EX. i I �� U° II ^ N I i of ° ^ - 6-'_ ' ^ °moo ,off j` 10.49 O TELEPHONE UTS BOX HEDGE 44 M y I ^o°' ^o ^NON. �_+ + - - °' m TELEPHONE MARKER y try II ° ^b ° ryyv I LI X II ( F-- ••--�_ , - ^ ego. I ^° oti ^ ory ���_ w I / CARIPATH o - + ^^ TENSION POLE 1 9.92 +NOR' ^� 9g 99 �Tp xo 10.01 I Ig9 PV`P�� o - - - - -+ ^° ® TRAFFIC SIGNAL BOX II EX. ° y Res ° Amy s8 1I °e* x°F /��, �syq �e I STOP e'o' ° 0 0'0 A9 9.38 T EX. YIELD I I SIGN ° l ; `3� 9.19 a1 I �� SIGN I,�( g61 �a1oO. ^o9 °ss1 s I / 9& UTILITIES (SEWER. WATER &STORM) T•it 9.43 m o' + +� � 26 +!g 970 9.87 EX. DO NOT 1 9.5 1 9 / x1o•�21 10 1 91ys4 ENTER SIGN I 321 EX. YIELD sods 5109 N° +gg� �III A'l I 8 I WATER HYDRANT .84 EX. FOUND CONCRETE MONUMENT 3� s.26 9sa ?° +® + ^^ 1 a g1� 9 UIIly 4.5 9.02 9 2� 2 WATER METER 4'X4' STAMPED TCE / 1` y y I' 4 EX. N WATER VALVE 9x / g12 s.SO I� ,�� ^ ^. O ��� \ HEDGE ® HANDHOLE 9.36' 11 / 9.49 +^ + 10. i6 kg 6919.53 ® �' 90,96 +NO' �ro.l2xx EX. \, I ® SANITARY SEWER MANHOLE 8 %� 9.33 as a 9.52.49 O - 888 `s.00 19S SANITARY SEWER GATEVALVE see �/ i� B'9p 941 gy *,�o1 °x0lo.3a j7 °0 6 �\ e° ' © STORM CATCH BASIN 8.96' i 1,3 3r 9.48.49 1bS11GN 9.14 �' <W•-- i 8.93' 8.7�� 9.1s 9.33 9.34 ��,9a13ij •a, 6� a.7a e87 - ^ STORM DRAIN MANHOLE 8� ��% NOTDO a> *gds EX. STRIPING ® +9 ^6 + +91 ® BACKFLOW PREVENTER 8.89 x-/ ENTER g•°g +g1 (TYP•) ABBREVIATIONS MITERED END SECTION EX. 12' RCP a° a yt�- Jro 903 �, * N e.5s�? $� ® DRAINAGE INLET x 9.32 e' SIGN 1g m 1 MANHOLE ry y' j d, 8.88 .��� ^ +g x 8.91 1k1 \ [e] 8.47 ' 8.93, n o M yy f'L PROPERTY LINE ® CLEANOUT / of °j s�2a j / 2 0� _ m _ ye �� a9 BL BASE LINE SURVEY EXISTING MITERED END SECTION 8.33 k x `765. $• w ,1- _ _ - e- 4 0 - - x gv 8.76 ^� \ CL CENTER LINE x 9.56 7• .22 i i 02 rY/ 'vim 8. i �� � d �� �� h 6 s9 a� $Aq�i� 8�1 o a j `�� ,' ,�. + ^�♦ A DELTA ANGLE LIFT STATION x 8. aL0_ gam / p x10.16 �`��\ f APPROXIMATE ® AIR RELEASE VALVE ix 6 'R \ g.50 x 10.03 t��i "3 �� J� _ _�� d x NO. R +°•'' +g' 8.'17 x 9.97 abd. ABANDONED ® GAS MARKER + BE BURIED ELECTRIC) GAS GATEVALVE DATE REVISIONS 8Y ���� cm.r dAdeuxam "m. LBxw.a eax� COLLIER COUNTY "' GNOLI DRAWNED 81 ABB AUGUST 2012 PLAN STAGE sas PLANS TITLE FORESTLAKESBOULWARD SHEET TRANSPORTATION DIVISION, BARBER & DRAWN BY: ABB 24.3 PLOT ABS PROJECT NO NORTHBOUND TURNLANB C-3 ALTERNATIVE L SHEMBRUNDAGE, INC. CHECKED BY: EFT RENEWED SY: JAC HOWZ HORIZ SCALE; PERT SCALE: 12 -0030 �y� � � �rcr C0NSTRUCjONP/ t N Professional Engineers, Planners &Land Surveyors PLOT NEW/LAYouT: 11X17 PLOT JAMB A. CAItR, P,E, of C- 6 TRANSPORTATION MODES "- ,�oT.w r.,ux- x.�..H,� u cnN -03 HORIZ SCALE: 1• -40 CTB NAME "SAD DwG: MUSnNO COMMONSMAP msanaw s." m+urcnm 6000--ROAD WRT SCALE NA 10601- No. 51318 JANUARY 31 2013 f FXE NO. 10801 \ \ �\ II I PROP. 10' WIDE CROSSWALK I� PROP. PEDESTRIAN CROSSING PROP. STOP SIGN (R1 -1) I PER FDOT INDEX 17346 \ \\ SIGN W11 -2, W16 -7p W/ DO NOT ENTER (R5 -1) I III I PROP. PEDESTRIAN CROSSING PROPOSED REMOVE ON BACK I III I SIGN W11 -2, W16 -7p & PROP. 5' WIDE CONC. (2) SABAL PALMS PROPOSED / PEDESTRIAN CROSSING ADVANCE \ SIDEWALK REMOVE 6' WIDE CONC. I I I WARNING SIGN W11 -2, W16 -9P. \` �\ EXIST. YIELD & SIDEWALK INSTALL ±250' WEST \ \ \ DO NOT I I \ \\ ' ENTER SIGNS PROP. PEDESTRIAN I I CROSSING ADVANCE A WARNING SIGN W11 -2, I N I REMOVE W16 -9P U I PROP. SIDEWALK & I \\ RELOCATE EXISTING CURB RAMP I \� ��� LIGHT POLE REMOVE / I \ 24" WHITE (1) PALM TREE I \ STOP BAR - / I REMOVE ±98 LF EXISTING STRIPE 16' \ \ �^ h . ' ^ U i SCALE. 1" = 30' \ \� 15 REM VE4 EXISTING �� . PROE36SE6ZD CF 6" — — — – -- REMOVE ±g0 LF PROPOSED 80 LF 6" SQ. YD. EXIST i Il 24" STOP BAR DOUBLE WHITE WITH I DOUBLE YELLOW PROP. OP SIGN 1j —BD /RC RPMs @ 20' O.C. FOREST LAKES BLVD. CROSSWALK (ROP. / DO NOT I I PROP. 28 LF — — — 16' REFLECTIVE YELLOW ENTER ( 5 -1) ON I I CURB PAINT REMOV HATCHING LEGEND I I BAC SE OSTIN I - LEE�PERAIL II RELOCATE i h \ �� \ / – – – – – – \ I SQ. YD. PROPOSED 6" WHITE EXISTIN PROPOSED ASPHALT REM - X 35 LF ' ❑ & BASE (SEE SECTIONS) 1 24" WHITE + SKIP 1 (EXISTING TRIPE I I STOP BAR / �° o ' Ar SIDEWF s 0 REMOVE EXISTING I J/ RE � +3 �p g ASPHALT/ CONCRETE ' ' I 13 13' I SQ. IST. �� 1 I I / �° I PROPOSED' 5 LF" / f 21� STEP BAE �, I = }� LO 6" WHITE WITH r--7-= >�c 1L REMOVE I I �} BD /RC PMs @ 2- PROPOSE6 1� LF 6" 1 O Ste, � �� I I DOUBLEIY LLOW / PROP. 38 LF U REFLECTIVE ° \\ ENT8�G S' �j 2+ PROPOSED 145 LF 6" I / WHITE CURB �� xxk(n / WHITE WITH BD /RC / -',PAINT – rrRPMs @ 20' O.C. RELOCATE PROPOSED 6� Lf 6" �� PREP. LF� _ _ _ — _ _ _ _ – – – – – _ ELEC. BOX – DOUBLE jELUOW V — — — — — — z REMOVE i REFLECTIVE c� o / YEL��. , CURB x° x �_ 1 1 EXISH PAVE 9.1 $PAINT } e/ Sk RELOCATE OD� ^�./ 11' ELEC. BO — . .., f: ,. _ LJ LJ / / '� \\ �� / CQ \ REMOVE REMOVE I 1 (1) ALM TREE (2) PALM TREES RELOCATE REMOVE � ONE -WAY REMOVE I SIGN \ EXISTING HEDGE PROPOSED LIGHT POLEI I I REMOVE ±18 LF R.O.W. EXISTING STRIPE 1 \ I EASEMENT I I PROPOSED 8' WIDE 1 Cp i ASPHALT CART PATH e5, j REMOVE HEDGE s WITHIN R.O.W. s 0. DATE REVISIONS BY COLLIER COUNTY TRANSPORTATION DIVISION, ALTERNATIVE TRANSPORTATION MODES � IN i i A CmrMab of AuthortmBm Nm LB 7864 and ED GNOLI in RBER & RUNDAGE, INC. essional Engineers, Planners & Land Survey( 7106 Tamlanl Tat N - WW" FL - 74166 1�)SQ7-7111 Fmc (l)666 -2= I PLAN STAGE DATE AUGUST 2012 90,5 PLANS 21x36 PLOT HORIZ SCALE ABB PROJECT VERT SCALE 11 -0030 11X17 PLOT HORIZ SCALE 1' =J0' ACAD DW VERT SCALE: NA 10601me II II I I I NII III II III I NN ' I � III I IN N II I I I hN N III I tl II I IN I I ±60 III \ 1 II \ G I LK 1 I L I l II I m III � III it I / G) 5 LF m SSWALK MENT b ERLAY) 0 I I I y o II II I I i I I II I' NI li I lI� 6 N I I !I l N /I/ I N III I "'LE' FOREST LAKES BOULEVARD SHEET NORTHBOUND TURNLANE C –¢ CONSTRUCTION PLANS SIGNING & MARKING PLAN OF (✓ — (7 FlLE No. 10801 JAMES A. CARR, P.E. No. 51318 JANUARY 31, 2013 co I R II x�: \ m I I I' I I I I L9 6l o > i SCALE: 1' = 30' 0) O I� 1• 8.37 '0� I� I Im Z > C 9.00 k'( Cb �— 9.10+ :s \ 1�\ 0 \\x x of + I I Y I Alw� �`O g� o \ 9.00 m \ rn PROPOSED ±75 LF 6 .. o��k - x MODIFIED TYPE "F" n �� �? v k�T2 I O� -' 8 40 q, \ w E L i w I ?'Q w �i �J t 9S o 00 do '. .�o X CURB W/ PAV R INFILL cry 2 „ Q �e HATCHING LEGEND o o �\\ OD \ (SEE DETAIL SHEET C -6 + + + x x� ow° •oo \\C� " \ \ ^& LANDSCAPE PLAN) C k , �? i. PROPOSED ASPHALT 3 x — — — — — — — — , sS w &BASE (SEE SECTIONS) o X V REMOVE EXISTING LQ O ASPHALT /CONCRETE i—= MILL & OVERLAY k °' 9j Qj� >p \\ EXISTINGASPHALT g t8S O o w 2 FOREST LAK I I I � + + I I ti0111 o w x PROPOSED tS BLVD. N + + x I I x x � ±36 LF TYPE D N ��c� - o�t� ° o I x w a CURB r c� °� " ti�L��� w I co m co A O 9 N °�s1�RX —_- Tv `° w > yes ,� by 9 w p — — — — _ — = — —2 - - - - -- I cti '04' w w �'% 90'Z4 cb 8S ps+ °' �� h `•9 � �O O 7 , ti� \ co .p o, m0 Ij I ' w o + c-' `D A +.76 2/ REMOVE ±91 SQ.cYD. FX oti N2 °o�� 17p �I 91' o4s �i EXISTING ASPHALT \ +,�I aL 1 p s o c>° s0 p k 42� CO co ti� '?36 1 + `) + 0 10 7 60.ti� 7 o� �L?/ IA\ °' ' w m A + ? + 0 0 1 © + 4 EMOV +91 LF + a& /p / .° 0 + REMOVE EXIST. CURBS, 99 T ASPHALT & LIMEROCK - i9 " 6' -110 9 I 1 2.43 � ? 0 1p 1 BASE REPLACE WITH / 238 8 rn o m o a r CLEAN FILL (SEE i w x I m z I I I 0 . x 0g.� / 4',`O`\ X my o+ 9S ° REM 7.8F E PLANS) + 1 j ' p 1 1235 +gyp I � I w m + I \\� 'o� ° o>x 10.47EXISTING U \� lc-0 � ? m �° 'o / w I \ \ °c'o 10.19 5� w \ j W / La • PROPO 13\±40 'F\ �`�' \\ \ \ \ \a \ \ \\\ \\ �\ ,RELOCATE / �° x 9.28 TYtA �3f2� \� tq \ \ \ \ \\ \ \ \ \ \ \\�Qp� \ \ \ \\ \ \\"'', \\ \\ \@ \ \� d \ \� \ \ I I 1 / o' c° \� \ \ \\ EX. ELEC. BOX I \ \ F \ \ \\ \\ t I ' /� ° 15k MILL & OVERLAY \ \x N \\ \ \ \ \ \ \ \ \ \ \ \ \ 825 GI\T \ \ p�Q \ \ ��\ \� 7 + in 575 SQ. YD. EXIST. \ \� \� 'm \ \ \ � \db 0'9 \ \ �` \\ \1 io •`"X •d ASPHALT \ \\\ \'- ;? i•� I \1/ X k / °' k9. \ \°2 \ \\ �-- - -- N-- --- --x-I--- N-- -- - --y- —`�� \� W w 95 °/09.02 901 � \\ � �0 �O �0: o0 9 20 ' 1. % x 1 9.88 x° + 1.4% ���btivr 'f0.6Q �X�\'o-\ � \ y 7L? 3S C'l 0 w / + �6 Ol ro N 9.7 �O x , o \ 91C\�4 8 9�Q £ CO 17p °� / cP� Q' °o Vc' o° y- 0 x 10.93 x> I— '� + £L SBA + °� s — — — — — IJ �� \ 'Fi+� ?pp \l1 S / .� O� I wl / w 70 �� / /"y,PW u�+ �Gj\ //• © / A 7j I7i + I I N / N DROP + o 9 1 \ 8S 90 99 I ' I I I C4 CURB* `p� / / ' "p / INSTALL 234 LF \ INSTALL 150 LF o ?gyp p o / SILT FENCE SILT FENCE I X I I I II 0�� PROPOSED 388 LF 4gX 86 �I �` 1 .ors REMOVE ±20 S�2. YD. TYPE F CURB °} / 0 / + 111 q 1 EXISTING ASP ALT vC� cp 03 °I° Il + + I I r I I I I 9 ticb w 00 }/ REMOVE + 394 LF 1170 p 7p 9gO �I w e / � s EXISTING CURB s 4 (a W I 0.3% •°' � � REMOVE 1179 SQ. YD. --~� x -' EgISTING ASPHALT + .co .cb °w I ticu I ti ti O NO. DATE REVISIONS BY COLLIER COUNTY °�� GNOLI CWB m Aum�BM Na LB 3064 ma ® DESIGNED BY. ASH DATE AUGUST 2012 PLAN ax PLANS nn-E. FOREST LAKES BOULEVARD SHEET TRANSPORTATION DIVISION, Imm RBER & DRAWN BY. ABB 24.36 PLOT NORTHBOUND TURN LANE C —Jr ■■ ■h CHECKED BY.• EFT HORIZ SCALE: ABB PROJECT N0. mull■■■■ CONSTRUCTION PLANS ■■■mull■ RENEWED BY: JAC PERT SCALE: 12-OOJO ALTERNATIVE ■roll■■ RUNDAGE, INC. OTVEW7LAYOD7: 11X17 PLOT JAMES A. CARR, P.E. of — OPr�ofe�sion�0a017 Engineers, Planners Land Surve ORN -05 HORZ SCALE r =JD ACA° D1YC DRAINAGE PLAN TRANSPORTATION MODES ,,,,, L„o„� CTB NAME No. 51318 JANUARY 31, 2013 nLE NO. 10801 8000 -ROAD HO SCALE NA 10801me l' -4" r43/4" R R 314" R GENERAL NOTES 1. THE CURB AND CUTTER DETAILS SHOWN ARE FOR CONSTRUCTION ADJACENT TO CONCRETE PAVEMENT, EXCEPT AS NOTED. 2. FOR CURB, GUTTER AND CURB AND GUTTER CONSTRUCTED ADJACENT TO FLEXIBLE PAVEMENT, THE 112" EXPANSION JOINT SHOWN WILL NOT BE USED. J. FOR CURB, GUTTER, CURB AND GUTTER AND TRAFFIC SEPARATORS PROVIDE z 118 -114 CONTRACTION JOINTS AT 10' CENTERS (MAX.). CONTRACTION JOINTS ADJACENT TO PCC PAVEMENT ON TANGENTS AND FLAT CURVES ARE TO MATCH THE PAVEMENT JOINTS, WITH INTERMEDIATE JOINTS NOT TO EXCEED 10' CENTERS. 4. ENDS OF CURBS TYPES B AND D SHALL TRANSITION FROM FULL TO ZERO HEIGHTS IN 3 FEET. "5. WHEN USED ON HIGH SIDE OF ROADWAYS THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS TYPE F' CURB N. T. S. N SAME SLOPE AS ADJACECENT PAVEMENT TYPE A' CURB N. T. S. PROP. R 8' CART PROPOSED �{I 1 EXISTING F CURB 1 i GROUND EXISTING EXISTING 2' VALLEY ASPHALT GUTTER SECTION A -A N.T.S. PROPOSED FILL (SEE LANDSCAPE PLANS) REMOVE EXISTING CURBS, ASPHALT& LIMEROCK BASE 6" 10" TYPE FMODIFIED CURB CURB NOTES 1. PROVIDE 1/8 " -1/4" CONTRACTION JOINTS AT 10' CENTERS (MAX.). CONTRACTION JOINTS ADJACENT TO PCC PAVEMENT ON TANGENTS AND FLAT CURVES ARE TO MATCH THE PAVEMENT JOINTS, WITH INTERMEDIATE JOINTS NOT TO EXCEED 10' CENTERS. 2. WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF 774E GUTTER SHALL BE 6 ". SECTION B -B N.T.S. GRADE LINE j 1" ASPHALT MM. 2" R --��50yy0 6" UMEROCK BASE \\% 6" ' 12" STABILIZED SUBGRADE :j TYPE D' CONCRETE CURB N.T.S. Concrete Interlocking Pavers Sand Setting Bed Compacted Limerodc Base Compacted Soil Subgrade 0 3" Standard DOT Sign Pole SCH 40 PVC sleeve TRAFFIC SIGN PA VER SLEEVE SECTION N.T.S. PROP. R R 6' CONC. PROP. PROP. PROP. SIDEWALK 1 ±13.6 EXISTING 11 LANE 1 i 2' VALLEY EXISTING 1 ±9.5 GUTTER GROUND 1 EXISTING PROPOSED ASPHALT EXISTING ASPHALT PROPOSED FILL (SEE LANDSCAPE PLANS) REMOVE EXISTING CURBS, ASPHALT& LIMEROCK BASE 6" 10" TYPE FMODIFIED CURB CURB NOTES 1. PROVIDE 1/8 " -1/4" CONTRACTION JOINTS AT 10' CENTERS (MAX.). CONTRACTION JOINTS ADJACENT TO PCC PAVEMENT ON TANGENTS AND FLAT CURVES ARE TO MATCH THE PAVEMENT JOINTS, WITH INTERMEDIATE JOINTS NOT TO EXCEED 10' CENTERS. 2. WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF 774E GUTTER SHALL BE 6 ". SECTION B -B N.T.S. GRADE LINE j 1" ASPHALT MM. 2" R --��50yy0 6" UMEROCK BASE \\% 6" ' 12" STABILIZED SUBGRADE :j TYPE D' CONCRETE CURB N.T.S. Concrete Interlocking Pavers Sand Setting Bed Compacted Limerodc Base Compacted Soil Subgrade 0 3" Standard DOT Sign Pole SCH 40 PVC sleeve TRAFFIC SIGN PA VER SLEEVE SECTION N.T.S. SECTION C -C N.T.S. DATE REVISIONS BY COLLIER COUNTY TRANSPORTATION DIVISION, ALTERNATIVE TRANSPORTATION MODES SECTION D -D N.T.S. CertJra" d A�.M1oriaaum Nn. L61661aW ®1661 SARBER & IBRUNDAGE, INC. mal Engineers, Planners & Land Surveyors nsr�. rL -lug" 1�a15s� JIII F'.:: L'SV1166 ^.DI DATE. AUGUST 2012 EXIST.24'LANE _I R HORIZ SCALE PROP. PROP. PROP. 12 -0030 EXISTING 11' LANE 11 LANE 11' LANE 1 2' 1 ±9.5 CURB EXISTING MEDIAN PROPOSED EXISTING ASPHALT �x o S` F CURB EXISTING GROUND - -- -------- - - - - -------- EXISTING- -- - 2' VALLEY GUTTER (T.B.R.) SECTION C -C N.T.S. DATE REVISIONS BY COLLIER COUNTY TRANSPORTATION DIVISION, ALTERNATIVE TRANSPORTATION MODES SECTION D -D N.T.S. CertJra" d A�.M1oriaaum Nn. L61661aW ®1661 SARBER & IBRUNDAGE, INC. mal Engineers, Planners & Land Surveyors nsr�. rL -lug" 1�a15s� JIII F'.:: L'SV1166 ^.DI DATE. AUGUST 2012 PLAN STAGE 909 PLANS 24.36 PLOT ABB PROJECT NO. HORIZ SCALE PERT SCALE 12 -0030 11X17 PLOT ACAO DWG: HORIZ SCALE NA PERT SCALE NA 10601.. 6" MIN. LIMEROCK BASE LBR100 ••4' PORTLAND CEMENT CONCRETE SIDEWALK (3,000 Pai) WITH FIBERMESH 12' 5' I MIN. SOD 1 L-12' OF EXISTING SOIL TO BE COMPACTED TO 98.5 OF MAX. DRY DENSITY. CONCRETE SIDEWALK N.T.S. •' NOTE. 6" THICK SIDEWALK MAY BE SELECTED AT OPTION OF OWNER. THIS ITEM IS A BID ALTERNATE. 1 -112" TYPE ASPHALTIC CONC 6" LIMEROCK BASE 1) LIMEROCK BASE MUST BE COMPACTED TO A MINIMUM OF 98X OF MAXIMUM DRY DENSITY AND HAVE A MINIMUM LBR OF 100. 2) STABILIZED SUBGRADE MUST BE COMPACTED TO A MINIMUM OF 98X OF MAXIMUM DRY DENSITY AND HAVE A MINIMUM LBR OF 40 AFTER MIXING. 3) ASPHALT TO BE APPLIED IN TWO 314" LIFTS. 4) LIMEROCK SHALL EXTEND 6" PAST EDGE OF PAVEMENT SUBGRADE SHALL EXTEND 12" PAST EDGE OF PAVEMENT TYP /CAL PAVEMENT SECTION N.TS APPROX 1" TO 1 -114" BEDDING SAND (NOT TO EXCEED 1 -112 ") FLUSH MATCH ELEV. MODIFIED FCONC "F" CURB MEDIAN CONCRETE PAVERS N. TS. JAMES A. CARR, P.E. No. 51318 JANUARY 31, 2013 17TLE FOREST LAKES BOULEVARD NORTHBOUND TURNLANE CONSTRUCTTONPLANS CONSTRUCTIONDETAMS SHEET C -6 OF C -6 nLE NO. 10801