Engineering. Sheets 1 of 2, and 2 of 2, Construction Plans Parking Plans and Details dated 4-26-2012, prepared by Hagan Associates, nc. Sheet Cl 04, entitled Bonita Trail Phase 1, Parking Lot Planting Details dated 4-25-2012, prepared by Turrell, Hall & Associates, nc. Sheet Cl 03, entitled Bonita Trail Phase 1, Kayak Launch - Ramp Details dated 5-4-2012, prepared by Turrell, Hall & Associates, nc. Sheet Cl 02, entitled Bonita Trail Phase 1, Kayak Launch - Stairs, dated 9-1 2-201 1, prepared by Turrell, Hall & Sheet C100, entitled Bonita Trail Phase 1, Aerial Map, dated 4-17-2012, prepared byturrell, Hall, & Associates, nc. Sheet GlOl, entitled Bonita Trail Phase 1, General Notes, dated 4-17-2012, prepared byturrell, Hall & Associates, nc. Sheet Cl 01, entitled Bonita Trail Phase 1, Construction Details, dated 4-17-2012, prepared by Turrell, Hall & Associates, nc. Cover Sheet, entitled Bonita Trail Phase 1, Location Map, dated 4-17- 2012, prepared by Turrell, Hall & Associates, nc. Contract Drawings and Technical Specifications Part H
BONTA SPRNGS, FL STE ADDRESS: LEE COUNTY STATE OF FL.OREA RTY SUBJECT COUNTY AERAL VCNTY MAP E TERRY ST
REMOVAL AREAS AS NDCATED ON THE DRAWNGS. ALL PROJECT MATERAL EACH SDE OF THE PATHWAY PARKNG AREA EXCAVATON AND VEGETATON VEGETATON REMOVAL CONTRACTOR SHALL NSTALL SLT SCREEN BARRERS ALONG MATERALS AND PRODUCTS REQURED TO COMPLETE ALL DESCRBED WORK N THE NCLUDED N THE MOBLZATON / TRAFFC CONTROL BD TEM. BARRERS. SGNAGE, LGHTNG OR DVERSON DRECTON REQURED SHALL BE PLANS, SPECFCATONS AND CONTRACT DOCUMENTS. ALL TRAFFC CONTROL MOBLZATON / TRAFFC CONTROL. MOBLZATON SHALL NCLUDE ALL EQUPMENT LAUNCH AND PARKNG AREAS. CONSTRUCTON AREAS AS NDCATED ON THE DRAWNGS AS STAGNG PATHWAY EQUPMENT. EQUPMENT SHALL BE CONTANED WTHN THE BOUNDARES OF THE STE CONDTONS: CONTRACTOR SHALL BE FAMLAR WTH JOB STE AND ACCESS. ENVRONMENTAL PERMTS REQURE THAT ALL CONSTRUCTON ACTVTY NCLUDNG NOTE ROCK DRLLNG S NOT EXPECTED. RESPONSBLE FOR DETERMNNG SUB-SURFACE PENETRATON SCHEDULE. PROTECTED WTH PLYWOOD OR EQUAL PROTECTVE MATERAL THE CONSTRUCTON ACCESS AND STAGNG AREAS ARE LMTED AND SHALL BE THE ELEVATED WALKWAYS MUST BE UTLZED TO ACCESS THE PATHWAY THE PROJECT. F DECKNG S NSTALLED PROR TO EQUPMENT ACCESS T SHALL BE SHALL DETERMNE WORK SCHEDULE ACCORDNGLY. THE CONTRACTOR SHALL BE LAUNCH AND PARKNG MUST BE NSDE THE BOUNDARY OF CONSTRUCTON AS WALKWAYS AS NECESSARY TO PROVDE SUPPORT FOR ANY EQUPMENT USED ON AGREED UPON WTH THE PERMTTEE OR REPRESENTATVE. CONTRACTOR SHOULD CONSTRUCTON AREA. THE CONTRACTOR SHALL RENFORCE THE ELEVATED EXPECT WATER ELEVATON FLUCTUATONS DURNG THE COURSE OF WORK AND DESGNED ON THE DRAWNG AND DESCRBED N THE PERMT. DUE TO REQUREMENTS VEGETATON REMOVAL. BULD ELEVATED WALKWAY. SHELL PATHWAYS, STARS. FOLLOWED DURNG CONSTRUCTON. OF THE ARMY PERMT NO. SAJ-2012-00762 (ATTACHED>; SOUTH FLORDA WATER NO. MANAGEMENT DSTRCT PERMT AND WLL BE PART OF A CRTERA FOR SURFACE WATER QUALTY STANDARDS CHAPTER 62-302 WLL BE THS CONTRACT. BEST MANAGEMENT PRACTCES FOR TURBDTY CONTROL PER DEP SPRNGS FLORDA. CONSTRUCTON WLL BE N ACCORDANCE WTH THE DEPARTMENT WTH DRAWNGS, PLANS, AND SPECFCATONS PROVDED BY TURRELL, HALL & CONSTRUCTON SPECFCATONS DRAWNGS: ALL WORK SHALL BE N ACCORDANCE ASSOCATES, NC. A DEVOLVEMENT ORDER WLL BE SSUED BY THE CTY OF BONTA BY ANY PERSON OR PERSONS UNDER THER DRECTON. CONTRACTOR SHALL CONTRACTOR SHALL PROTECT THE STE, ADJACENT PROPERTES, WORK, AND NEGLGENCE; ENCOMPASSNG PROPERTES AND/OR RELATED STRUCTURES. EMERGENCY NUMBERS. CONTRACTOR SHALL PROVDE ANY LOCAL REQURED PERMTS FOR THE PROPOSED PORTONS OF ALL THER WORK AND NCLUDE THE FEE THE N BD PROPOSAL. CONTRACTOR SHALL PLAN, ORGANZE, SUPERVSE, MONTOR, DRECT, SCHEDULE, PRODUCT AT ALL TMES AND S RESPONSBLE FOR ANY DAMAGE DUE TO STATE, FEDERAL AND LOCAL PERMT REQUREMENTS AND CONDTONS, SHALL MEET TO PERFORM THE DESCRBED WORK. CONTRACTOR SHALL PROVDE ALL CONTACT NFORMATON FOR PERSON DRECTNG THE REFERENCED WORK NCLUDNG THE CONTRACTOR SHALL WORK ACCORD N WTH UTLTY CONTRACTORS AND MATERAL EQUPMENT SUPPLERS TO PROVDE CRTCAL PATH PROJECT WTH HAGAN ENGNEERNG. AND SPECFCATONS PROVDE BY TURRELL, HALL & ASSOCATES N CONJUNCTON AND CONTROL THE WORK COMPETENTLY AND EFFCENTLY. CONTRACTOR WLL GRADE WALKWAYS, PARKNG AREA AND A KAYAK/CANOE LAUNCH AREA PER PLANS BEST MANAGEMENT ENVRONMENTAL PRACTCES, AND BE PART OF THS A CONTRACT: ANY ASSOCATED COSTS SHALL BE NCLUDED BD PROPOSAL COSTS. N PROVDE AN ONSTE SUPERVSOR WTH EXPERENCE TO DRECT WORK. FXTURES, AND LANDSCAPNG ON ALL PROPERTES ASSOCATED WTH THS PROJECT PROVDE ANY APPLCABLE PERMTS, LCENSNG, NSURANCES, AND REQUREMENTS MATERALS TO CONSTRUCT A SERES OF ELEVATED BOARD WALKS, GROUND BASE MANAGEMENT, NSTALLATON, AND COMPLETON OF ALL DESCRBED WORK. ALL SCOPE OF WORK: CONSSTS OF CLEARNG VEGETATON, PROVDE LABOR AND KENT ROAD, N SECTON 31, TOWNSHP 47 SOUTH, RANGE 26 EAST, BONTA SPRNGS. ACTVTY LOCATON THE PROJECT S LOCATED ALONG THE MPERAL RVER OFF LEE COUNTY, FLORDA, KAYAK LAUNCH. JOB DESCRPTON: CONSTRUCT A RECREATONAL NATURE TRAL AND CANOE AND FEDERAL PERMT AND N THE GENERAL NOTES. THE CONTRACT. THE OWNER WLL BE REFERENCED AS PERMTTEE ON ANY STATE S THE PRMARY PARTY BENEFCARY OF THE CONTRACT WTH ALL LEGAL RGHTS SPECFCATONS FOR REQUREMENTS N ADDTON TO GENERAL NOTES. THE OWNER ASSOCATED WTH THAT STATUS, EXPRESSLY NCLUDNG THE RGHT TO ENFORCE GENERAL NOTES ARE NOT NTENDED TO REPLACE SPECFCATONS. SEE DRAWNG GENERAL NOTES TMBERS SUPPORT PLES. ALL DECKNG TMBERS AND SUPPORT PLES SHALL BE DECKNG SHALL RE ABUTTED WHEN NSTALLED UNLESS NOTED. ALL PLES SUBJECT TO FLUCTUATON OF WATER LEVELS SHALL TO BE WRAPPED WTH BLACK HOPE WATER LNE. HDPE MATERAL SHALL TO BLACK N COLOR WTH A MNMUM 30 ML. ALONG THE SEAMS WTH 1 ¼ N. STANLESS STEEL RNG-SHANK ROOFNG NALS NSTALLED EVERY 2 N. THCKNESS. PLE WRAP SHALL BE OVERLAPPED A MNMUM OF 6 N. AND NALED OR WARPED. ALL DECKNG AND RAL WOOD MATERALS SHALL BE RASPED OR SANDED WTH NO EXPOSED BURRS. ALL DECKNG AND RALNG JONTS SHALL BE CUT PLASTC PLE WRAP FROM 1 FT. BELOW THE BOTTOM TO 1 FT. ABOVE THE HGH VSUALLY STRAGHT WTH NO CRACKS OR SPLTS. TMBERS SHALL NOT BE TWSTED ON 45 DEGREE ANGLE, ALL PE JONT SHALL BE CT ON 30 DEGREE ANGLE. ALL PT SYS HANDCAP ACCESS (ALTERNATE BD) THE ACCESS SHALL BE CONSTRUCTED USNG ALTERNATE BD WLL NCLUDE COMPLETE RAMP WTH GRASP, TOP AND SDE RALS. 4N. X 61N. 2.50 ACO WOOD SUPPORT/RAL PLNGS. 2N. X 8114. 0.60 CCA STRNGERS. NALS, AND ALL OTHER HARDWARE TO BE MNMUM 304/305 STANLESS STEEL. PE MNMUM OF 4 FT BELOW BOTTOM OF RAMP GRADE. ALL BOLTS, LAGS. SCREWS, SQUARE DRVE STANLESS STEEL SCREWS. SCREWS SHALL HAVE A MNMUM 2N. PENETRATON NTO STRNGERS. ALL SUPPORT PLNGS SHALL BE NSTALLED TO A 21N. X 6114. #1 AGO 0.40 TREATED WOOD AND FASTENED WTH # 10 BUGLE HEAD 21N. X lon. 0.60 CCA CAP TMBERS. THE BOARDWALK WALKWAY DECKNG WLL BE STEEL. PE ALTERNATE BD SHALL BE TOP AND SDE RAL ONLY. SCREWS, NALS, AND ALL OTHER HARDWARE SHALL BE MNMUM 3041305 STANLESS NSTALLED TO A MNMUM 4FT. BELOW GRADE AT EACH SUPPORT. ALL BOLTS. LAGS, MNMUM 21N PENETRATON NTO STRNGERS. ALL SUPPORT PLNGS SHALL BE #10 BUGLE HEAD SQUARE DRVE STANLESS STEEL SCREWS. SCREW SHALL HAVE A X 41N. OR 21N. X BN. (PER DRAWNG) # 1 ACO.0.40 TREATED WOOD FASTENED WTH WOOD RAL: RAL POSTS SHALL BE 41N. 4N 0.40 ACO DOUBLE BOLTED WTH 4 N. SS X BOLTS. TOP RAL SHALL BE 21N. X 61N. KDAT.40 ACQ TREATED. SDE RAL SHALL RE 21N. SHALL BE 38N. MNMUM 304305 STANLESS STEEL. BOLTED THRU SECTONAL 21N X 41N 0.40 ACQ TREATED WOOD FOR BRDGNG. BOLTS WOOD CURB: CURB SHALL BE CONTNUOUS 41N X4N. 0.40 ACQ TREATED WOOD CAPS ONLY. 304/305 STANLESS STEEL. PE ALTERNATE BD SHALL BE TOP AND SDE 2N. X 41N. END NSTALLED WTH THE BUTT OR LARGEST END DOWN. SPACE ALL DECKNG /, N. ALL MNMUM 4 FOOT PENETRATON NTO THE BOTTOM. THE LAUNCH PLES SHALL BE CANOE KAYAK LAUNCH DOCK: THE WOOD LAUNCH DOCK PLES SHALL HAVE A BOLTS, LAGS, SCREWS, NALS, AND ALL OTHER HARDWARE SHALL BE MNMUM SPECFCATONS. FRAMNG WTH SS ROOFNG NALS. GEO-GRD STABLZATON SHALL BE NSTALLED AT THE STAR ACCESS LANDNG AND NSDE THE STEP AS PER THE SHELL PATHWAY 2 STANDARDS MEDUM WEGHT. ATTACHED THE GED-FABRC TO THE WOOD LNED BOTH ON THE BOTTOM AND SDES WTH GEO FABRC AASNTO M288 CLASS STEPS N-GROUND STEPS SHALL BE NSTALLED AT SLOPE GRADE, BOX FRAMED AND FLL QUALTY WLL BE APPROVED BY PROJECT MANGER PROR TO NSTALLATON. SAME SPECFCATON AS THE PATHWAYS AND S NCLUDED N THE SF AREAS. SHELL WASHED 3/8 TO 5/8 CRUSHED SHELL AS PER DRAWNGS. SHELL SURFACE S TO BE D5199 STRESS CRACKNG ASTMD1693 STABLZER ASTM E682 AND SEAM PEEL CELL-TEK GEOSYNTHETCS TYPE OR EQUAL. CELL DEPTH SHALL BE 3 N. MNMUM MEET TEST METHOD PROPERTES FOR COMPOSTON ASTM D1505 THCKNESS ASTM COMPACTED TO A FRM BASE. NSTALL AN EXPANDED GEO-GRD STABLZER OF STRENGTH 1030N. GRD SHALL BE STABLZED WTH J-HOOKS. FLL CELLS WTH STANDARDS MEDUM WEGHT. ALL VOD OR DEPRESSONS SHALL BE FLLED AND TOA FRM BASE PROR TO NSTALLATON OF GEO FABRC AASNTO M288 CLASS 2 PATHWAYS / SHELL FLL PATHWAYS SHALL BE CLEARED, GRADED AND COMPACTED TAMPED TO FRM. THE SHELL FLL AREA AT THE LAUNCH SHALL BE NSTALLED TO THE OTHER HARDWARE TO BE MNMUM 304/305 STANLESS STEEL. PE ALTERNATE BD WTH #10 BUGLE HEAD SQUARE DRVE STANLESS STEEL SCREWS. SCREW SHALL THE WALKWAY DECKNG WLL RE 21N. X BN. # ACQ.0.40 TREATED WOOD FASTENED FT ON CENTER SUPPORT SPACNG. ALL BOLTS, LAGS, SCREWS, NALS, AND ALL EXCAVATON AND SHALL RE NCLUDED N THE BD TEM. AND 21N. X lon. 0.60 CCA CAP TMBERS. ALL FRAMNG TMBER SHALL BE FULL CUT. HAVE A MNMUM 21N. PENETRATON NTO STRNGERS. ALL SUPPORT PLNGS TO BE SHALL BE FOR DECKNG ONLY. TURBDTY CURTANS SHALL BE DEPLOYED N WATER ON BOTH SDES OF THE CONSTRUCTON AREA DURNG PLE NSTALLATON OR CONSTRUCTED USNG BN. 2.50 CCA WOOD PLNGS, 21N. X 81N. 0.60 CCA STRNGERS, ELEVATED BOARDWALKS TURBDTY BARRERS THE WOOD BOARDWALKS SHALL BE NSTALLED TO A MNMUM 4FT. BELOW GRADE AT EACH SUPPORT WTH A MAXMUM 8 CONTRACTOR SlALL WORK WTH STE OWNER PROJECT MANAGER TO COORDNATE CONSTRUCTON STAGNG. ALL PROJECT/STE DEBRS ASSOCATED TO CONSTRUCTON AREA FROM THE STE. DSPOSALS SHALL BE AT AN APPROVED DSPOSAL STE. CONTRACTOR SHALL REMOVE S ALL BE AS PER PARKNG PLANS AND DETALS PARKNG AREA. THE PARKNG AREA CONSTRUCTON AND CULVERT NSTALLATON SUBJECT TO FELD OBSERVATONS. RAL AND CURB ARE OPTONAL AND MAY BE ADJUSTED, NSTALLATONS WLL BE NOTE, BOARDWALK RAMP RAL CURB SF AND LE PORTONS OF THE BOARDWALKS,
- N 4 SEE[ -- - EACH SDE OF PATH. SLT FENCE ALONG. A -J -S BOARDWALK BOARDWALK 39 L.F. #3 68 L.F. #4 CECL LN - -S FOOT PATH RDWALK 418 L.F. 304 L.F. BOARDWALK DETALS SEE ClOl Furc PATH DETALS SEE C102 FOR FOOT BOARDWALK 1155 L.F. #1 509L.F. FOOTPATH BOARDWALK STAGNG 59 L.F. #5 ALTERNATE AT-TRANST - _-- TYPCAL BOARDWA -- _rc1o1fc d FOOT PAT 4 100L.F. FOR DETALS SEE SHEET 06 -- PARKNG AREA- 4 TO SUT. - ADJUST PARKNG LOT ORENTATON EXSTNG FENCE TO REMAN. d J. -r ;, RASED BOARDWALKS WTH RAL: #2, #3, #4, #5 - JARDWALKWETLAND AREAS )OT PATH (1986 L.F. TOTAL) (385 L.F. TOTAL) D102 FOR DETALS),AYAK LAUNCH(SEE SHEET C102) STARS (SEE FOOT PATH 294 L.F.! FOOT PATH 361 L.F. EACH SDE OF PATH. SLT FENCE ALONG DETAL POSTED N LOADNG AF -- --4 PARKNG LOT --.., J NLOAD N G NO AND ASPRMARYSTAGNGAREA FOR USE PROPOSED PARKNG AREA E 9N FEZ T t(q 200 r S 1 N A i. -- - -
08 SCALE: 1 = 2 SCALE. 1 = 2 SCALE: 1=2 TYP. 3 SPLCE #3 SS SESMC CLPS REQURED SECTON - TYPCAL BOARDWALK W/ RAL 0 8 PLE, 2.5 CCA ELEVATON - TYPCAL EACH SDE OF PLE, DOUBLE BOLTED. BOARDWALK W/ RAL ELEVATON - 2X10 S2S 0.6 CCA CAP TMBER STAGGER BOLTS CAP TMBER CONNECTONS & WASHERS TYP. ON ALL CENTER STRNGERS @ 0 HDG BOLTS, NUTS THEN 2 0 SS LAG BOLTS TYPCAL BOARDWALK W/ CURB SPACER TO SUT GREATER PROVDE 12 WOOD PROVDE RALS F CHAMFER BOTTOM OF POST OVER SPLCES BOLT @ 2 C-C 0 SS CARRAGE DECKNG, 0.6 ACQ 2X6 CCA TREATED SCALE: 1 4 BOLLARD DETAL EXCEED 3 TYP. RAL 0.40 ACQ 2 X6 SDE 0 8 PLE, 2.5 CCA WASHERS 0 HDG BOLTS, NUTS & TO BE CUT AT 450 ON DECK TOP RAL 2 X6 0.40 KDAT MARNE PVC BOLLARD W/ CAP BOLTED. 06 REMOVABLE WHTE EACH SDE OF PLE, DOUBLE 2X10 S2S 0.6 CCA CAP TM 0 3 OVERHANG TYP. L 2 C-C 0 SS CARRAGE ELEVATON - 2 DRVE SCREWS SS SQUARE SUFFCENT BOLLARD SUPPORT LOCK ALL JONTS ALL TOP AND SDE RAL SCALE: 1 4 TYPCAL BOARDWALK WTH CURB FRAME AS NEEDED FOR PN AND 1 NUT AND WASHERS 1/2 SS BOLT W 3 OVERHANG SLEEVE BOLLARD 5 TYP. SCALE: 1=2 SECTON - TYPCAL BOARDWALK W/ CURB CAP TMBER CONNECTONS ON ALL CENTER STRNGERS @ #3 SS SESMC CLPS REQURED 7 0 0 S., 2X6 0.6 ACQ TREATEPH o DECKNG S2S. 0.6 CCA 5 0 304/ 305 MN. SS LAG BOLTS THRU CURB AT SPLCES ALL SPLCES AND SPACERS TO BE NALED W/ MN. OF 4 #20 SS NALS. 0 304/ 305 MN. SS CARRAGE BOLTS, WASHERS & NUTS THRU CURB, SPACER 3 #10 SS COLOR MATCHNG DECK SCREWS THRU DECKNG ALTERNATE 3 #10 SS DECK SCREWS THRU DECKNG & CURB SPACERS AND SPLCES 0 HDG BOLTS, WASHERS & NUTS THRU PLES AT CAP TMBERS, STRNGERS < CAPS - 2X10 < ALL BOARDWALK PLES TO BE ON 8 CENTERS 1 S2S 0.60 CCQ NO. SYP <>DECKNG - 2X6 < PLES - < STRNGERS - < FASTENERS: 2X8 S2S 0.60 CCA NO. 1 SYP S4S 0.60 ACQ NO. 1 SYP 2.5OCCA SYP W/ 4 MNMUM PENETRATON NTO SUBSTRATE. BOARDWALK BELOW GRADE < PLES TO HAVE CONSSTENT TAPER NOT TO EXCEED 3 FROM BUTT TO TP VODS AND OF GOOD GRADE <>ALL PLES AND TMBERS TO BE VSUALLY STRAGHT AND FREE OF SPLTS, OR BURY APPROXMATELY END 4 OF NOTES: r
r ç SCALE: 1 = 2 TYPCAL SHELL PATH SECTON BAR (3) EVERY 4 LNEAR FEET LSG W O X24 GALVANZED MEDUM WEGHT. BURY 6 EACH END. SECURE CEL-TECH CEO FABRC AASNTO M288 CLASS 2 STANDARDS / \. TYP. LOW WATER LNE TYP. HGH WATER LNE 1 8 MAXMUM 10 CLEARNG AREA OF PATH DURNG CONSTRUCTON. STONE THEN COMPACT 2 SLT FENCE ALONG EACH SDE CREATED BY THE EXCAVATON PROCESS WTH LME GRADE NOTE: GRUB 10 WDE CLEARNG, FLL ANY LARGE VODS SCALE: 1 PENETRATON 4 TYP. MNMUM & FRAME 2X8 STRNGERS 2X12 FRAMNG DETAL THS SHEET SHELL FLLNG. SEE SCALE: NTS ADA RAMP AND STARS DOWN TO KAYAK LAUNCH LOW WATER LAUNCH. DETALS THS SHEET SEE LAUNCH EXCAVATE AS NECESSARY TO FACLTATE NSTALLATON OF RAMP - - RAMPDETALS THS SHEET SEE STAR DETALS SEE SHEET C103 FOR -- - / OPTONAL RAMP T c J 3 #10 SS DECK SCREWS THRU DECKNG 3 #10 SS COLOR MATCHNG DECK SCREWS THRU DECKNG ALTERNATE < PLES TO HAVE CONSSTENT TAPER NOT TO EXCEED 3 FROM BUTT TO TP < PLES - 08 2.5OCCA SYP W/ 4 MNMUM PENETRATON NTO SUBSTRATE. < ALL PLES AND TMBERS TO BE VSUALLY STRAGHT AND FREE OF SPLTS. < ATTACH GEO FABRC W/ 1 S.S. ROOF NALS SPACED @ 6 PATTERN. < FASTENERS: STANDARDS MEDUM WEGHT. OR VODS AND OF GOOD GRADE <>POSTS TO HAVE A MNMUM PENETRATON OF 4 CONNECTONS. <>LNE STAR OPENNGS W/ NON-WOVEN GEO FABRC AASNTO M288 CLASS 2 < DECKNG - 2X6 S4S 0.60 ACQ NO. 1 SYP <>USE Ø S.S. CARRAGE BOLTS FOR STRNGER, POST AND BLOCKNG < FLL STAR OPENNGS W/ 3 CEO TEK AND SHELL SMLAR TO PATH DETALS. STAR & LAUNCH NOTES: SCALE: 1 SECTON A-A CANE BAR. 3 PER STEP. LSG W ø X24 GALVANZED SECURE CEL-TECH 3 CEL-TECH LSG. iji1 HAND TAMPED 5 SHELL FLLNG. WTH EXSTNG GRADE. EXCAVATE TO ALLOW FRAME TO BE EVEN 4X4 BLOCKNG TYP. 4X6 POST FRAMNG CD C
GRADE EXSTNG DETAL SHEET ClOl BLOCKNG. SEE CURB 4X4 CURB ON 2X4 GRADE EXSTNG LANDNG 4X4 CURB AT 5 - SCALE: 1=5 RAMP SDE SCALE: 1 2 TYPCAL RAMP SEC11ON ON CENTER STRNGER TYR #3 S.S. SMPSON SESMC STRAPS. 2X10 CAP TMBERS 2X8 STRNGER, 2X6 DECK 4X4 POST 2X6 HANDRAL W 2X4 SUPPORT <>H3 S.S SESMC HURRCANE STRAPS ON CENTER STRNGERS <>S.S BOLTS, NUTS & WASHERS < S.S FASTENERS MN. 2 NTO STRNGERS <>2X10 CAP TMBERS 0.60 CCA TREATMENT <>4X6 SUPPORT POSTS -2.5 ACQ TREATMENT <>2X8 STRNGERS 060 CCA TREATMENT <>2X6 DECKNG & RAL 0.40 ACO TREATMENT <>DOUBLE SCREWS ON POSTS, 2 MN PENETRATON <>ROUND ALL EXPOSED RAL ENDS AND HANDRAL GRASP EDGES RAMP NOTES: SCALE: 1=5 RAMP FRONT GRADE EXSTNG
SCALE 1 50 PARKNG LOT PLAN SCALE 1 = 10 SECTON A-A PARKNG AERA (Eragrostis spectabilis) LNER STOCK PLANTED ON 1 % CENTERS. ELLOTTS LOVEGRASS (Eragrostis elliottii) OR PURPLE LOVEGRASS NATVE PLANTNGS SLOPED AREA OF PARKNG LOT CENTER.
. LEE COUNTY, FLORDA 909 10th Street Sooth #105 Naples, Florida 34102 Phorre (239> 851-8239 BONTA TRAL PHASE SEC. 31, TWP 47S, RNG. 26E ENGXEtR CONSTRUCTON PLANS BONTA SPRNGS HAGAJ PARKNG PLANS AND DETALS +11 MNMUM PARKNG EL = 11 6 +11 78 +1223 CONCRETE 12 30 DSABLED +1246 12 4y - 6 +1265 08 /. * ;.Y C 12 08/ +1208 +10 90 4 o//12.o8 O + 9. 1 2.46\ 4 +18 N LET / +12.57 *1268 +12.14 +1.16 N.E.NV.EL970 /7,,V -13.0 1/ DRANAGE PPE / / NSTALL 24 RCP 13.2j ALONGROADWAYEDGE 13.2 13.0 ECONCRETE 411 37t i LONG +1- - 1 00 12.52 S.W NV. EL = 9.65 12 / PARKNG AREA.] [ +, / / 0 10 20 40 SCALE N FEET oo +1265 GRATE EL. = 11 35 NVERT EL = 70 So +116 24 +11.60 > - +12 59 j -.-t208 GRASS PARKNG - +8 2 PROPOSED 1 SPACE) CONTROL EL. = 8.10-893 6 PATHWAY WET SEASON WATER TABLE = 8.1 +1187 - +12 71 \---.12 20 15 ERED END F. All elevations shown are NAVD per ABB Survey. EDGE OF EXSTNG ROADWAY EXSTNG 19 x27 ECRP MES NV. N = 10.6 MES NV. S = 9.82.--- 1 9 T EXSTNG 1L72.11 BUBBLEUP GRATE EL -9351..i SCALE: 1 =20 H, 1 =5V DRANAGE EXOTdwg, May 22, 2012. 11:25am RE91SONS SECTON A-A +12.42 PE75LF4 30 53 +12 +12 1 3( [yl7.pj+h17 1250 +12.OP ii depth. The rim of the discharge structure will be set at that height to assure that the treatment volume is retained before discharge The driveway, parking and loading area covers,7 13 square feet. 1.55 inchs of retention over that area yields a required dry retention treatment volume of 1,513 cubic feet. The center island is 1,590 square feet in size. With a 4:1 side slope and a depth of 2 feet; the center island can store and treat the required 1,560 cubic feet of run-off in 1.75 feet of island will be gi-aded to hold and treat 2.5 inches of run-off at 75 Y 0 impervious shell parking or 2.06 inches of run-oil Dry retention yields a 50% reduction. Recieving water is The water management system for this project is proposed to be provided within a dry retention basin in the center island. The entry driveway is proposed to be constructed as an inverted crown section that is graded to drain to that center island. The circular parking and loading area will also be graded to direct the run-off into that center island. The center protected which requires 150% more treatment. This yields a total treatment of the lirst 1.55 inches by dry retention. The remaining run-off will be discharged via an elevated drainage inlet to the south via overland flow. The dry retention basin is a sandy ridge al-ca that will recover well within the 72 hour time requirement. DRANAGE CALCULATONS:
- 22, 2012, 5: OQprn N T.S NLET DETAL GRATE TOP ACCESSBLE PARKNG SGN ACCESSBLE PARKNG SPACE THESE SGNS TYPCAL AT EACH 2. SEE ALSO SGN BASE DETALS 1. 11-OS SGN MAY ALSO BE WALL MOUNTED NOTES: LOCAL CODE FNE PER FTP 22 O6 FTP 20 06 Phorre (239) 851-8239 Naples, Flonda 34102 909 10U Street South lo5 SEC. 31, TWP 47S, RNG. 26E LEE COUNTY, FLORDA BONTA SPRNGS HAGAN CONCRETE ENCASEMENT ACCESSBLE STRPNG 2 2 6 EQUALLY SPACED CHEVRONS ç 5.. (TYP.) 4 WHTE PARKNG SPACES THN ACCESSBLE ANY DRECTON 2 MAX. SLOPE N (TYP.) 6 WHTE 0- / r(as NDCATED ON PLAN) / 2 VEHCLE OVERHANG / PARKNG SGN A C CES S NT.S CONCRETE WHEEL STOP (TYP.) 18 #4 BAR -18 #4 BAR 6 3000 PS. PAVEMENT SECTON TYPCAL CONCRETE (MN. LBR 40) MN. 8 UMEROCK COMPACTED FiLL BASE (LBR 100) 12 STABUZED MX PROD ENGNEER WRE MESH OR FBER MESH CONCRETE 6 X 6 W 1.4 X W 1.4 WELDED SHELL DRVEWAY AND PARKNG SECTiON (MN. LBR 40) 12 STABLZED SUBGRADE