Loading...
HomeMy WebLinkAboutCosta Del Sol Condominium 06-28-04CITY OF CAPE CANAVERAL PUBLIC WORKS SERVICES DEPARTMENT 18 Cape Caribe 4-1-08 19 Cape Club Condominuim 1.28-02 20 Beach Wave Complex 7-27.12 21 Brittany Court 8-1-04 28 11 16 2 Solana on the River 8-8-02 25 1 Villa Campania (Holman) Revised 11-4-05 12 2 Villages of Seaport (Village #7 -Revised 11-5-02 10 3 5 Tech Vest, Inc. 1-2-03 4 Center Street Condominium 8-8-02 23 5 iSpl i(%it H�28-04-- , G0, �1 G�rsdo�n .u, Cape Gardens (Phase 1 & 2) 3-3-00 7 Budget Rent A Car Corp. Revised 6-10-99 6 8 Artesia Condominium 10.18-00 10 9 3 Murphy Townhomes 6-15-00 10 8 Kelsey's 3-28-91 11 Flores Del Mar 1.20-00 9 12 9 Fairviila Megastore 10-6-06 13 11 TransMontaigne, Inc 4-28-06 14 6 Country Inn & Suites 2.2-04 15 11 Hertz 10.17-06 16 Call One Inc. (400 Imperial Blvd) 1.2-06 14 17 18 Cape Caribe 4-1-08 19 Cape Club Condominuim 1.28-02 20 Beach Wave Complex 7-27.12 21 Brittany Court 8-1-04 28 11 16 2 U, mri - N PLANS CON%Sl TR C 0 J Y ee .rin,a�G.. i ., nc. TELEPHONE (321)'783-7443 FAX: (321)783-5902 E-MAU infosalleneng.net INDEX OF D RAWINGS 0 6 10 20 40 GRAPHIC SCALE 0 R 3 22 L5LU W •1� COVERED PARKING GARAGE bP •�• ,y` ,y� y�5 6�ti ASPHAL T DRIVE FLP OF BANK-/ TOE OF E 10' CLF �0 bCLP I I ASPHALT TENNIS COURT I k� UCLP I 73 k6 13� h• / •-- A6 4 6 ni APPRox/MATF LoCAnoN a DOS77NO A&WDONED FIN FlELD VERIFY LOCA77ON WOOD FENCE--, 6' CHAIN LINK FENCE----._. gP 0 g?' B F BANK — '� Ib1 6 8 ��9 6 11 6' WOOD FENCE > �C'ONZd k` ati 5 a - TOP OF BANK bUM/}3TEf? .1 ... c 1° 9 0. A .0 O Ibb lrya.�. 06 PAD OLP EDGE OF PAVEMENT'by &4L CONY �`� �h h 80 — _ _....___.. ._.__ .__ _ WV 0� h E1b. E 5.74 j N I I I of EDGE 0� PAVEMENT - I x� 6 ,� BUILDING 8 N U q >< 1 zz Q44 1b �°° ti 2 STORY CONCRETE BLOCK STRUCTURE `L 1 o wP WP vhj IST FLOOR ELEVATION = 9.151 16 ©w 6� 6 MLP o y1 Q T AION = 17,701 0'' �o • � wP � e RE GRADE dt RE—SOD 2ND FLOOR ELEV� r � � v o 3 V�� 9„ LM1 WP :� .:• .•::•::• ...•::•:: roo.ss' _ lb- g• V u - I ANP w 1 4, k k COVERED CONC._-`_ 1 0 6 kh •: k o _ - - • S O 9' PA M WP b. lb ;: ;:: �' 2 Q UBLE CO x a $ x / 1 a '� �►� — 1 3° N l PALM /r a�� �6� 1 ►7.0' 19 ❑WM �1 COVERED / 3 . • ET STAIRS 17.0' Q n "PALM r P 0 O'47x 4 1 MP 'T MP g MP 0 MP g• MP g�06 g9 05 a 10 18 :' ... 14 P VERED l+bN ;.1 2kI.. ARK! G SPA ESh6b 6 6 �0 .:.'`.'.;.'::•: '.'.'::::: T' . . k4 .. p �ti PA KING P� 0 k g5 9 0� x JI Mfr • x 1 9 �� MP 1b. / PROJE BENCH RK 1 C4 1 h' 1 ,� g5� 65 ELATION AREA 10' q / BOX 0 IN BA OF CURB x fg ... x oto° q SAW CUT 0 ELEVA TI N = 8. !A 1 1 x . �' PAVEMETVT TO �� Ftl COIVCR�TE'flJ w� ,1/• E -•-s- x BE ROOWD (lyp) 1 �A STOP SIGN 1 :•::.::::::..:::,; 9 " ... 1... 6 ASP f�1L•T L�?fbE. & F 4 KING x' x0' x0• ' L3 HEADER • CURB.' SAKUT EOP FOR CURB a 5E xg.•�SEE,NOTES lb-�!� �ry6 3�y9 ry9 9 -.. .' r '..... ..". ... ... ... .. .'g• ' F.L,T-. , g.A•� 6. g'i �� $w'� REMOVE dr . RO AC r7 11 • ��Q' . 'BAR. 7.80 • SET MAG NAIL & DISK S IAM ED / E PAVEiU " . P�TW A C N IN USE AL4EN ENG LB 266 11 APP IAIAT E LOCA110 �� 1.0 W. OF W. END OF MEDIAN PLANTER ,. $. ELEVATION = 8.08 NSIRUCT 07ES ° mph �5 $�'' - z6 ° '... TWE 6y 1 PA gNV.1�� x� >...... a1. 0_- x x� 19 ° 6 �0� �'. LF DO LE YELLO LOw. POINT 6Y PLAN 1161 1 V g4 �... .. W'..0'. . l .- `ti . ° - ... -.. K a:. 6k' .. x� ..... ,... '. .'. .' . x� ' HIREXIOVE EX/SIING Q 0 MLP 0 �� :.. w 3Ci . 6H SPOT ,A� 1® 1 g'>. ' , • .. .' ...-.'.. .. .. ASPHALT DI�IdE & PARKIIJ6 • • SAW CUT $ti c m 16 � : T .. 1 %.. 4P... �...... PAVE Off TO BE REMOVED 0 pf ' - CDV RED 190 ,,� 1 t` 14 RKING SPACES M$ o MP 10' PA 7 0 6k 6,. OAK x 0/ �etY ° MP PAR LNG - 1ANLfD Al 6.3 ,{ y COQ . t� 6�' $�sc• MP MP a AREA °1 n 1 / a9 p9i r 0• 10 r ( FDOT TYPE"C" INLET BOTTOMLESS RIM ELEV - 4.601 (MATCH EXIST GRADE) E. IW -2.10 SUMP - 1.60 Q FDOT TYPE r INLET,• BOTTOMLESS RIM ELEV = 6.80 W. INV - 2.60 SUMP = 2.00 o MP REPRODUCTION IN PART OR WHOLE IS PROH1817ED W17HOU T THE EXPUCI T 4-21-05 REVISE GRADING WRITTEN PERMISSION FROM 1 12_04 ADD FM coc.AnoN ALLEN ENGINEERING, INC. NO. DA 7E REVISIONS m PROJEC T Sl TE ROAD 520 LOCA'ROM MAS' NOT TO SCALE S17E INFORMATION: ENGINEER: OWNER: Allen Enjineering, Inc. Costa del, Sol Condominium Assoclatlon, Inc. fob Dfxre Lane 5801 North Banc#na RiWr Blvd Cocoa Beach, FL 32931 Cope Canaveral, Fl! 32920 Telephone: (321)783-7443 Fax: (321)783-5902 CONTACT: CONTACT: John H. Wilt, P.E. Mrs. Carole Gabrnl, President PROJECT DESCRIPTION Remove, Regrade & Replace existing paverpent to, Improve Pavement Drainage Construct Storm Sewer Culvert across N. Banana River Blvd. to improve Site Drainage. SURVEYOR'S NOTES: 1. Unless otherwise noted, underground improvements (foundations, utilities, etc.) were not located by this survey. 2. All building dimensions and ties ore measured to 0.05' 1. 3. The elevations shown hereon are based on City of Cocoa Beach ••' Benchmark (PK Nail & Disk stomped! IS 4131 ') of the Northwest corner of Jack Drive and Bonana River Drive, Elevation = 3.88 feet, 1988 North American Vertical Datum. ABBREV. DESCRIPTION W/ WITH A/C AIR CONDITIONER WV WATER VAL VE ENG ENGINEERING FH FIRE HYDRANT MLP METAL LIGHT POST MP METAL POST WM WATER METER SV SPRINKLE!? VALVE ET EL ETRIC TRANSFORMER CO CLEAN OUT CONC. CONCRETE BO BLOW OFF WL WATERLINE ET ELETRIC TRANSFORMER EL ELEVATION WP WOOD POST L �O + EXI$7ING GRADE 00 `i' PROPOSED GRADE 4y MATCH EXISTING GRADE EX147ING U77LI77ES PROPOSED STORM DRAIN COSTA DEL SOL CONDOMINIUM DA 7E OWNERS ASSOCIATION 6-28-04 COSTA DEL SOL CONDOMINIUM SCALE DRAINAGE IMPROVEMENTS 1 =20' PAVING AND DRAINAGE PLAN JOB Na ALLEN ENGINEERINQ, INC. 030122 FLORIDA CERTIFICATE OF AU11.1ORIZATION No. LB 266 DRAWN P.O. BOX 321321 COCOA BEACH, FLORIDA 32932--1321 TELEPHONE (321)783-7443 FAX: (321)783-6902 E-•MAJUrnfooallenenq,net R C CHK'D�l • SHT.. ND.* JOHN M. ALLEN, P.E. 942 4* DONALD F. R ER3k E 131 MICHAEL S. ALLEN P.E. 40798 +'t* JOLT H. vILY APP 9 q mr, Anchor Bales Wth 2-2"x2"x4' Stakes Per Bale Rete g - PARTIAL INLET Curb & Gu t ter Anchor Bales Wth 2-2:Y2:4 Stakes Per Bail RETENTION INLET Anchor Ba/es Wth 2-2 x2"x4' Stakes Per Bail COMPLETED INLET Swale Curb & Gutter Stakes Per Bail ® Swo/e Anchor Bales With 2-2"x2"x4' SWALE INLET PRD TEC T/ON AROUND INLETS OR SIMILAR S TRIC TURES FINISH GRADE -' 6" F 4' 1 PAVEMENT EI.E1/ SEE PLAN 9 8 7 6 5 4 3 2 l roil 6" CONC. FLUME(3000 PSI CONCRETE) OUTFALL FLUME DETAX N. T.S. 12" MIN. TACK COAT EXISTING ROAD BASE N w COMPACTED BACKFILL - (SEE NOTE 3) NEW WATER MAIN - SEE NOTE PLAN 53140 �I rra. 3 3/4' T EYE BOLT e :k' /4 aWS 0 12" CTRS. Z: j nLTER FABRIC B" GRAVEL BASE SEC77ON BOTTOMLESS TYPE C INLET �� SF 16212 232 VARIES 12" MIN. SURFACE REPLACEMENT EXIST. ASPHALTIC 1-1 /2" MIN. (SEE NOTE 4) WEARING SURFACE F//7 ' z -s r REBUILT SEE NOT ROAD BSE '/ II SLOPE 2:1 SEE NOTE 2) 12" i 7" 7" I `�- UNDISTURBED EARTH 12" GRADE • 1Ii'iLl�iiiLl �o ', a Q •e� PAVING � • d. '° ' . VERTICAL CURB N.T.S SAWCUT CLIRB 0 10' 0/C NOTES: 1. ASPHALT SHALL BE ASPHALTIC CONCRETE TYPE 3 FOR RESIDENTIAL & TYPE S-1 FOR COMMERCIAL/INDUSTRIAL MINIMUM 1800 P.S.I. 2. A SLOPE OF 2:1 RATIO SHALL BE USED ONLY WHEN SOIL CONDITIONS DO NOT ALLOW VERTICAL TRENCHING. 3. COMPACTED BACKFILL MATERIAL SHALL BE FREE OF ASPHALT, LARGE ROCKS (3" DIA. MAX.), WOOD AND OTHER ORGANIC MATTER. 4. NEW ASPHALT SURFACE SHALL BE THE SAME THICKNESS AS EXISTING ASPHALT SURFACE (1.5" MINIMUM). 5. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO ALLOW FOR BELL SECTION OF PIPE. 6. BACKFILL SHALL BE COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPS. TMS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PiPE AND ABOVE ANY BEDDING REQUIRED. COMPACTION SHALL BE DONE IN 8" LAYERS. BACKFILL SHALL BE COMPACTED TO 989; MINIMUM DENSITY UNDER ROADS, CURB & GUTTER, OR 98%b MINIMUM DENSITY IN SHOULDERS AND OUTSIDE ROAD R/W. MAXIMUM DENSITY SHALL BE AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST AASHTO T-99. 7, REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE (12" MIN.) 8. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. 9. BASE MATERIALS SHALL BE EITHER OF THE -SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED OR EQUAL OR GREATER STRUCTURAL ADEQUACY, BASE MATERIAL IS TO BE COMPACTED IN 6" LIFTS. 10. REPLACEMENT OF EXISTING ASPHALT OR CONCRETE TO BE AN EVEN STRAIGHT CUT FROM THE WIDEST DAMAGED AREA. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS SECTION STD. ROADWAY OPEN CUT SCALE: 1 /2'=1' - D' OPEN ROADWAY CUT (TYP) APPROXIMATE LOCATION EXIST. LANDSCAPE 60' R/W (SEE NOTES) ISLAND SEE NOTES IST. CURB I EXiST PAVEMENT I EXIST _„• -_ �+�TCH EXIST. GRADE Rar_K nr r_►iRQ 15 1 Sw 7 COSTA DEL SOL CONDOMINIUM OWNERS ASSOCIATION DATE 6-28-04 1 SCALE; =20' Joe No. 0,30122 �-- �F ALLEN ENGINEERING, INC. FLORIDA CERiiFlCATE OF AUTHORIZATION No. LB 266 P.O. BOX 321321 COCOA BEACH, MORIDA; 32932-1321 TE4EPHONEI (321)783"-7443 FAX: (321)783-5982 E -Mt lUinfoftleneng.not • e' .° • • ' ",}.'•.ate DRAWN C f4-21-05 REVISE GRADING 1 7-12-04 ADD FM LOCA770N, REWS6. CROSSING DETAIL NO. I DATE CHK'D •�� �� ��,� S14 T. N0. JOHN M. ALLEN, P.E. 2423 • DONFJ.D Fi i8, , P. 9131 2 REVI570NS MICHAEL S. ALLEN, P.E 45758 '•' JOH. P.E. 53 ��- ------ ------' EG 5 5 11 r i k ; • d i TYPE "C' INLET f2 '.,a 'r d e•• •M (SEE DETAIL) 1 IX/S SEE ..dA d 'J '•�''. SEE NOTES - -- - -- / 1 •far' • . : ;. (SE "C" IN EE DETAIL JF1 P • . d' " 1 CP ---- - - 9 8 7 6 5 4 3 2 l roil 6" CONC. FLUME(3000 PSI CONCRETE) OUTFALL FLUME DETAX N. T.S. 12" MIN. TACK COAT EXISTING ROAD BASE N w COMPACTED BACKFILL - (SEE NOTE 3) NEW WATER MAIN - SEE NOTE PLAN 53140 �I rra. 3 3/4' T EYE BOLT e :k' /4 aWS 0 12" CTRS. Z: j nLTER FABRIC B" GRAVEL BASE SEC77ON BOTTOMLESS TYPE C INLET �� SF 16212 232 VARIES 12" MIN. SURFACE REPLACEMENT EXIST. ASPHALTIC 1-1 /2" MIN. (SEE NOTE 4) WEARING SURFACE F//7 ' z -s r REBUILT SEE NOT ROAD BSE '/ II SLOPE 2:1 SEE NOTE 2) 12" i 7" 7" I `�- UNDISTURBED EARTH 12" GRADE • 1Ii'iLl�iiiLl �o ', a Q •e� PAVING � • d. '° ' . VERTICAL CURB N.T.S SAWCUT CLIRB 0 10' 0/C NOTES: 1. ASPHALT SHALL BE ASPHALTIC CONCRETE TYPE 3 FOR RESIDENTIAL & TYPE S-1 FOR COMMERCIAL/INDUSTRIAL MINIMUM 1800 P.S.I. 2. A SLOPE OF 2:1 RATIO SHALL BE USED ONLY WHEN SOIL CONDITIONS DO NOT ALLOW VERTICAL TRENCHING. 3. COMPACTED BACKFILL MATERIAL SHALL BE FREE OF ASPHALT, LARGE ROCKS (3" DIA. MAX.), WOOD AND OTHER ORGANIC MATTER. 4. NEW ASPHALT SURFACE SHALL BE THE SAME THICKNESS AS EXISTING ASPHALT SURFACE (1.5" MINIMUM). 5. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO ALLOW FOR BELL SECTION OF PIPE. 6. BACKFILL SHALL BE COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPS. TMS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PiPE AND ABOVE ANY BEDDING REQUIRED. COMPACTION SHALL BE DONE IN 8" LAYERS. BACKFILL SHALL BE COMPACTED TO 989; MINIMUM DENSITY UNDER ROADS, CURB & GUTTER, OR 98%b MINIMUM DENSITY IN SHOULDERS AND OUTSIDE ROAD R/W. MAXIMUM DENSITY SHALL BE AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST AASHTO T-99. 7, REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE (12" MIN.) 8. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED. 9. BASE MATERIALS SHALL BE EITHER OF THE -SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED OR EQUAL OR GREATER STRUCTURAL ADEQUACY, BASE MATERIAL IS TO BE COMPACTED IN 6" LIFTS. 10. REPLACEMENT OF EXISTING ASPHALT OR CONCRETE TO BE AN EVEN STRAIGHT CUT FROM THE WIDEST DAMAGED AREA. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS SECTION STD. ROADWAY OPEN CUT SCALE: 1 /2'=1' - D' OPEN ROADWAY CUT (TYP) APPROXIMATE LOCATION EXIST. LANDSCAPE 60' R/W (SEE NOTES) ISLAND SEE NOTES IST. CURB I EXiST PAVEMENT I EXIST _„• -_ �+�TCH EXIST. GRADE Rar_K nr r_►iRQ 15 1 Sw 7 CROSSING DETAIL 1%10' HORIZONTAL 1 a2' VER77CAL 0 8 7 6 5 4 3 2 1 0 1. SET THE i'X2" STAKES. * NOTE - When usad onh/9yh olds of roodwcD,% the cross elope of the gutter shall match the Gross alops of the adjacentpa►nmant the thickness of the Up shall lie 8', unless otherwlss shown on plans. © MODIFIED TYPE "F" CURB N.Ts. 2. EXCAVATE A 40X4" TRENCH UPSLOPE ALONG THE UNE OF STAKE J. STAPLE nLTER MATERAL TO STAKES AND EXTEND IT INT17 THE TRENCH. 4. BACKnLL AND COMPACT THE EXCAVATED SOIL _TURBIDITY SCREEN DETAIL 1. 1 1/2" 7)pe S -dl asphaltic concrete surface course 1500 Marshall stability. 2. Prime or tack coat - 1991 FDOT Section 300. 3. 6" Umerock base meeting FDOT Specificotlon Sections 200 and 911; or cemented coquina base meeting FDOT Specifications Sections 250 and 915; 100 LBR compacted to 98X maximum density AASHTO T-180. 4. 8" Subgrade, stabilized with marl meeting FDOT SpecifTootion 914; 40 LBR compacted to 98X maximum density AASHTO T-180 PAVEMENT REPLACEMENT SECTION N. T. S. REPRODUCTION iN PART OR WHOLE IS PROHIBITED WITHOUT THE EXPLICIT WRITTEN PERMISSION FROM ALLEN ENGINEERING, INC. GLUML NOTES: 1. The Contractor shall notify all existing utility companies with facilities in the area at least 48 hours prior to construction. Sunshine One - (800) 432-4770 City Gas - (800) 432-4770 City of Cocoa (Water) -- (800) 432-4770 Southern Bed - (800) 432-4770 noryda Power & Light - (800) 432-4770 City of Cape Canaveral (Sewers) - (407) 868-1240 Brevord County (Sewers) (800) 432-4770 2. Locations of existing utilities as shown on plans are approximate but are based on best available information. It is the Contractor's responsibility to fled verify the locations and cnWical elevations of utilities prior to construction. J. During all phase of the work, it shall be the Contractors responsibility to provide construction fencing, safety markings & barricades as required to maintain construction area security and safe and continuous access to the condominiums during all phases of the work. 4. Any discrepancies on the drawings shall be brought to the attention of the Engineer before commencing works, 5. The Contractor shall use appropriate measures to prevent erosion and transport of sadiment to surface drains. The Contractor shall use hay bales, silt barriers or other appropriate measures to mitigate adverse impacts to existing surfoc water quakily. Turbidity barriers must remain In place until construction is completed, soils are stabilized, and vegetation has been established Sod areas steeper than 4H:N. 6. The elevations shown hereon are based on City of Cocoa Beach Benchmark (PK Nail and Disk stamped "LS 4131' at the Northwest comer of Jack Dnve and Banana River DnVe, Elevation a 3.38 Feet, 1988 North American Vertical Datum. 7. The Right of way line :shown is approximate and shown for information only. The approximate Right of way line was taken from the exsttng site plan drawing. 8. All pipe lengths are approximate and are measured from center of fittings and/or structures 9. All concrete used on project site shall have a minimum compressive strength of 3,000 PSI at 28 days, unless otherwise noted. 10. The contractor shall provide testing of the sub -base, base and asphalt minimum 4 locations in the repaved area . The testing of pavement restoration in the R/W shall be as required by the city. Testing reports shall be copied to the Cngineer's office 11. A Consumpthee Use Permit shall be obtalned and maintained by the Contractor for any site dewatering. The Contractor shall be responsible for any fines levied by the Regulatory Agencies due to use of Improper techniques during dewaterrling. 12. Restore all disturbed areas to original or better conditions (including swoles, dr&vways, and vegetation) at no increase in cost to the Owner. Ekcess dirt shall be hauled from the site. 13. Construction shall comply with the conditions of Permits from the City of Cape Canaveral. The contractor shall keep; a copy on-site of all project permits and approved drawings 14. All trenches exceeding 5 feet in depth shall comply with Sections 555.63 and 50.64 of the norida Statutes.' The contractor shall provide the following when trench excavation exceeds 5 feet in depth: a. Written assurance of compliance with OSHA Standard 29 CFR section 1926.650 subpart P. b. A separate cost item identifying the cost of compliance c. Trench safety systems shall be designed by the contractor. 15. For traffic control through works zones, See FDOT Index 1620, 621 and 660. 16. The contractor shall provide continuous access to the condominiums by an unobstructed all weather drMng surface capable of supporting the loads imposed by responding apparatus of not less than 20 feet wide and shall be maintained during construction. DEMOLITION NOTATIONS: I. Ekcavation - Saw cut and remove existing asphalt as indicated. Existing asphalt shown to remain shall be Orotected or replaced if damaged during construction. (Dispose all existing asphalt to be removed). Remove existing base' materiol, grade & compact subgrade, repiace dt compact base as requires to obtain design pavement section (See Detail) 2. Tress, Landscaping dr Sod - Coordinate with the owner the removal and replacement of ani existing trees, landscaping and sod Impacted by construction. All disturbed areas shall be restored to existing or better condition. J. Irrigation System - Contractor shall remove and replace existing irrigation as required for new work, Including Irrigation system distribution piping, and sprinkler heads as required. 4. Relocate Project Benchmarks disturbed by construction prior to demolition. PAWAIG AND DRAINAGE IJO1E� 1. All troftlo control devices shall meet the requirements of the Manual on Uniform Traffic Control Devices for streets and highways, published by the U.S Department of Transportation and Federal Highway Administration, and F.D.O.T. Roadway and Traffic Design Standards. 2. Ekieting off-site drainoge patterns shall be maintained during construction. 3. The Contractor shall adjust valve box covers, manhole rims and covers, grades, etc., necessary to match final grades as shown on plans 4. All Reinforced Concrete Pipe (RCP) shall have 0 -Ring gaskets. Pipe joints shall be wra ped with filter fabric. HDPE pipe shah be MSH70 A4252 types, or AASHTO M294 type S or SP, depending on the size of ppipe. a shall have a eo got exterior, smooth interior, and push -on joints which are silt tight Fittings shall conform to AASHTO M294. Fabricated fittings s ad be welded on the inside and outside at sill junctions. Gaskets shall be installed by the pipe manufacturer. Installation shall conform to ASTM D2321. 5. Compact Sub -grade & provide new base & asphalt paving per detail in areas shown on plans. 6. Before placing sod, the Contractor shall provide the Engineer with Paving and Drainage As -Built information from a Registered Surveyor, as follows: 1. Perimeter and bottom elevations of retention areas A Pavement Elevation at Elevation Points shown on plan n Drainage Structure Elevation Points at Tops & Inverts; Pipe sizes 7. Contractor is responsible for restoration of existing landscaped ureas, sodded areas, pavement, sidewalks, .whirs, utilities and drainage system damaged during construction. All damaged areas are to be restored to original condition or better. 8. Sod and landscaping ahall not impede the flow of runoff from paved surfaces. EROSION AND SED/METi'T CONTROL NOTE 1. Sediment basins and frops, perimeter dikes, catch basin matting, filter cloth, sediment barriers, perimeter sil� fenclnq and other measures intended to contain sediment on-site shall be constructed as a first step in any land disturbing aatWty and shall be made functional before any land disturbance takes place. All silt fencing must be trenched in and constructed to meat State criteria (FDEP Erosion & Sediment Ccntrol Manual). 2. All sediment control measures are to be adjusted daily to meet Field conditions at the time of construction Wand beconstructed prior to any grading or disturbance of existing surface material on-site. Perimeter sediment barriers shall be constructed to prevent sediment or other pollutants from flowing or Hooting onto adjacent properties and roadways. 3. All public drainage structures and roads will be protected from disturbed sediment by FDOT-approved sediment control devices and methods. 4. All unvegetated areas ,viii be self-contained to ensure no sediment transport through water, wind or vehicular traffio by any combination of flow d11'ersion, perimeter silt fencing, tarps, hay bales, water spray -down and sediment Crops 5. Sedimant piles > 3 cubic yards will be hauled off or placed In a low impact zone on-site so as to not impact publlc drainage, roods or on-site retention. Sediment piles > 3 cubic yards left overnight will be covered to prevent wind ore water C nveyance to roadway and public drainage system. 6. If vehicular conveyance proves to be impacting the street adversey, public roadway must be properly cleaner daily and corrective measures shall be taken such as gravel -lined driveways, loading area paving and/or off-site parking. 7. Perimeter of site will be inspected at the end of each worming day and any sediment off-site will be swept' back on-site. Controls shall be inspected and put back in place or Improved to prevent further transference. 8. If measures taken to clean public roadways or drainage system are not found satisfactory to the City, a 24-hour Warning will be given to general contractor. If situations still unsatisfactory after 24 -hours, City will clean site through in-house labor or contractual service and bill general contractor for total costs associated with clean-up plus on administrotiVe fee not toy exceed 25X of clean up cost. The 24-hour Worning system will continue for each Erosion cd' Sediment Control violation until alto is brought bock into full compliance. 9. Pifor to the start of construction, silt screens shall be installed around the perimeter of the site to prevent the transport of sediment off-site. Silt screens shall be installed according to DEP's norida Development Manual. 10. After any significant rainfall, sediment control structures will be Inspected for integrity and any damaged davlces shall be corrected immediately. 11. Sediment will be prevented from entering any stone drain system, ditch or channel. AIi storm inlets that ar made operable during construction shall be protected so that sediment and sediment laden water cannot enter the conveyance sys;em without first being filtered or otherwise treated to remove sediment .�i COSTA DEL SOL CONDOMINIUM OWNERS ASSOCIATION DATE 6-28-04 COSTA DEL SOL CONDOMINIUM DRAINAGE IMPROVEMENTS PAVING AND DRAINAGE DETAILS SCALE; =20' Joe No. 0,30122 �-- �F ALLEN ENGINEERING, INC. FLORIDA CERiiFlCATE OF AUTHORIZATION No. LB 266 P.O. BOX 321321 COCOA BEACH, MORIDA; 32932-1321 TE4EPHONEI (321)783"-7443 FAX: (321)783-5982 E -Mt lUinfoftleneng.not DRAWN C f4-21-05 REVISE GRADING 1 7-12-04 ADD FM LOCA770N, REWS6. CROSSING DETAIL NO. I DATE CHK'D •�� �� ��,� S14 T. N0. JOHN M. ALLEN, P.E. 2423 • DONFJ.D Fi i8, , P. 9131 2 REVI570NS MICHAEL S. ALLEN, P.E 45758 '•' JOH. P.E. 53 ��- ------ ------' EG 5 5 11 r i i TYPE "C' INLET f2 (SEE DETAIL) 1 IX/S SEE 6 FM NOTES SEE NOTES - -- - -- / (SE "C" IN EE DETAIL JF1 P VIDE 6" M1N CLR 1 CP ---- - - CROSSING DETAIL 1%10' HORIZONTAL 1 a2' VER77CAL 0 8 7 6 5 4 3 2 1 0 1. SET THE i'X2" STAKES. * NOTE - When usad onh/9yh olds of roodwcD,% the cross elope of the gutter shall match the Gross alops of the adjacentpa►nmant the thickness of the Up shall lie 8', unless otherwlss shown on plans. © MODIFIED TYPE "F" CURB N.Ts. 2. EXCAVATE A 40X4" TRENCH UPSLOPE ALONG THE UNE OF STAKE J. STAPLE nLTER MATERAL TO STAKES AND EXTEND IT INT17 THE TRENCH. 4. BACKnLL AND COMPACT THE EXCAVATED SOIL _TURBIDITY SCREEN DETAIL 1. 1 1/2" 7)pe S -dl asphaltic concrete surface course 1500 Marshall stability. 2. Prime or tack coat - 1991 FDOT Section 300. 3. 6" Umerock base meeting FDOT Specificotlon Sections 200 and 911; or cemented coquina base meeting FDOT Specifications Sections 250 and 915; 100 LBR compacted to 98X maximum density AASHTO T-180. 4. 8" Subgrade, stabilized with marl meeting FDOT SpecifTootion 914; 40 LBR compacted to 98X maximum density AASHTO T-180 PAVEMENT REPLACEMENT SECTION N. T. S. REPRODUCTION iN PART OR WHOLE IS PROHIBITED WITHOUT THE EXPLICIT WRITTEN PERMISSION FROM ALLEN ENGINEERING, INC. GLUML NOTES: 1. The Contractor shall notify all existing utility companies with facilities in the area at least 48 hours prior to construction. Sunshine One - (800) 432-4770 City Gas - (800) 432-4770 City of Cocoa (Water) -- (800) 432-4770 Southern Bed - (800) 432-4770 noryda Power & Light - (800) 432-4770 City of Cape Canaveral (Sewers) - (407) 868-1240 Brevord County (Sewers) (800) 432-4770 2. Locations of existing utilities as shown on plans are approximate but are based on best available information. It is the Contractor's responsibility to fled verify the locations and cnWical elevations of utilities prior to construction. J. During all phase of the work, it shall be the Contractors responsibility to provide construction fencing, safety markings & barricades as required to maintain construction area security and safe and continuous access to the condominiums during all phases of the work. 4. Any discrepancies on the drawings shall be brought to the attention of the Engineer before commencing works, 5. The Contractor shall use appropriate measures to prevent erosion and transport of sadiment to surface drains. The Contractor shall use hay bales, silt barriers or other appropriate measures to mitigate adverse impacts to existing surfoc water quakily. Turbidity barriers must remain In place until construction is completed, soils are stabilized, and vegetation has been established Sod areas steeper than 4H:N. 6. The elevations shown hereon are based on City of Cocoa Beach Benchmark (PK Nail and Disk stamped "LS 4131' at the Northwest comer of Jack Dnve and Banana River DnVe, Elevation a 3.38 Feet, 1988 North American Vertical Datum. 7. The Right of way line :shown is approximate and shown for information only. The approximate Right of way line was taken from the exsttng site plan drawing. 8. All pipe lengths are approximate and are measured from center of fittings and/or structures 9. All concrete used on project site shall have a minimum compressive strength of 3,000 PSI at 28 days, unless otherwise noted. 10. The contractor shall provide testing of the sub -base, base and asphalt minimum 4 locations in the repaved area . The testing of pavement restoration in the R/W shall be as required by the city. Testing reports shall be copied to the Cngineer's office 11. A Consumpthee Use Permit shall be obtalned and maintained by the Contractor for any site dewatering. The Contractor shall be responsible for any fines levied by the Regulatory Agencies due to use of Improper techniques during dewaterrling. 12. Restore all disturbed areas to original or better conditions (including swoles, dr&vways, and vegetation) at no increase in cost to the Owner. Ekcess dirt shall be hauled from the site. 13. Construction shall comply with the conditions of Permits from the City of Cape Canaveral. The contractor shall keep; a copy on-site of all project permits and approved drawings 14. All trenches exceeding 5 feet in depth shall comply with Sections 555.63 and 50.64 of the norida Statutes.' The contractor shall provide the following when trench excavation exceeds 5 feet in depth: a. Written assurance of compliance with OSHA Standard 29 CFR section 1926.650 subpart P. b. A separate cost item identifying the cost of compliance c. Trench safety systems shall be designed by the contractor. 15. For traffic control through works zones, See FDOT Index 1620, 621 and 660. 16. The contractor shall provide continuous access to the condominiums by an unobstructed all weather drMng surface capable of supporting the loads imposed by responding apparatus of not less than 20 feet wide and shall be maintained during construction. DEMOLITION NOTATIONS: I. Ekcavation - Saw cut and remove existing asphalt as indicated. Existing asphalt shown to remain shall be Orotected or replaced if damaged during construction. (Dispose all existing asphalt to be removed). Remove existing base' materiol, grade & compact subgrade, repiace dt compact base as requires to obtain design pavement section (See Detail) 2. Tress, Landscaping dr Sod - Coordinate with the owner the removal and replacement of ani existing trees, landscaping and sod Impacted by construction. All disturbed areas shall be restored to existing or better condition. J. Irrigation System - Contractor shall remove and replace existing irrigation as required for new work, Including Irrigation system distribution piping, and sprinkler heads as required. 4. Relocate Project Benchmarks disturbed by construction prior to demolition. PAWAIG AND DRAINAGE IJO1E� 1. All troftlo control devices shall meet the requirements of the Manual on Uniform Traffic Control Devices for streets and highways, published by the U.S Department of Transportation and Federal Highway Administration, and F.D.O.T. Roadway and Traffic Design Standards. 2. Ekieting off-site drainoge patterns shall be maintained during construction. 3. The Contractor shall adjust valve box covers, manhole rims and covers, grades, etc., necessary to match final grades as shown on plans 4. All Reinforced Concrete Pipe (RCP) shall have 0 -Ring gaskets. Pipe joints shall be wra ped with filter fabric. HDPE pipe shah be MSH70 A4252 types, or AASHTO M294 type S or SP, depending on the size of ppipe. a shall have a eo got exterior, smooth interior, and push -on joints which are silt tight Fittings shall conform to AASHTO M294. Fabricated fittings s ad be welded on the inside and outside at sill junctions. Gaskets shall be installed by the pipe manufacturer. Installation shall conform to ASTM D2321. 5. Compact Sub -grade & provide new base & asphalt paving per detail in areas shown on plans. 6. Before placing sod, the Contractor shall provide the Engineer with Paving and Drainage As -Built information from a Registered Surveyor, as follows: 1. Perimeter and bottom elevations of retention areas A Pavement Elevation at Elevation Points shown on plan n Drainage Structure Elevation Points at Tops & Inverts; Pipe sizes 7. Contractor is responsible for restoration of existing landscaped ureas, sodded areas, pavement, sidewalks, .whirs, utilities and drainage system damaged during construction. All damaged areas are to be restored to original condition or better. 8. Sod and landscaping ahall not impede the flow of runoff from paved surfaces. EROSION AND SED/METi'T CONTROL NOTE 1. Sediment basins and frops, perimeter dikes, catch basin matting, filter cloth, sediment barriers, perimeter sil� fenclnq and other measures intended to contain sediment on-site shall be constructed as a first step in any land disturbing aatWty and shall be made functional before any land disturbance takes place. All silt fencing must be trenched in and constructed to meat State criteria (FDEP Erosion & Sediment Ccntrol Manual). 2. All sediment control measures are to be adjusted daily to meet Field conditions at the time of construction Wand beconstructed prior to any grading or disturbance of existing surface material on-site. Perimeter sediment barriers shall be constructed to prevent sediment or other pollutants from flowing or Hooting onto adjacent properties and roadways. 3. All public drainage structures and roads will be protected from disturbed sediment by FDOT-approved sediment control devices and methods. 4. All unvegetated areas ,viii be self-contained to ensure no sediment transport through water, wind or vehicular traffio by any combination of flow d11'ersion, perimeter silt fencing, tarps, hay bales, water spray -down and sediment Crops 5. Sedimant piles > 3 cubic yards will be hauled off or placed In a low impact zone on-site so as to not impact publlc drainage, roods or on-site retention. Sediment piles > 3 cubic yards left overnight will be covered to prevent wind ore water C nveyance to roadway and public drainage system. 6. If vehicular conveyance proves to be impacting the street adversey, public roadway must be properly cleaner daily and corrective measures shall be taken such as gravel -lined driveways, loading area paving and/or off-site parking. 7. Perimeter of site will be inspected at the end of each worming day and any sediment off-site will be swept' back on-site. Controls shall be inspected and put back in place or Improved to prevent further transference. 8. If measures taken to clean public roadways or drainage system are not found satisfactory to the City, a 24-hour Warning will be given to general contractor. If situations still unsatisfactory after 24 -hours, City will clean site through in-house labor or contractual service and bill general contractor for total costs associated with clean-up plus on administrotiVe fee not toy exceed 25X of clean up cost. The 24-hour Worning system will continue for each Erosion cd' Sediment Control violation until alto is brought bock into full compliance. 9. Pifor to the start of construction, silt screens shall be installed around the perimeter of the site to prevent the transport of sediment off-site. Silt screens shall be installed according to DEP's norida Development Manual. 10. After any significant rainfall, sediment control structures will be Inspected for integrity and any damaged davlces shall be corrected immediately. 11. Sediment will be prevented from entering any stone drain system, ditch or channel. AIi storm inlets that ar made operable during construction shall be protected so that sediment and sediment laden water cannot enter the conveyance sys;em without first being filtered or otherwise treated to remove sediment .�i COSTA DEL SOL CONDOMINIUM OWNERS ASSOCIATION DATE 6-28-04 COSTA DEL SOL CONDOMINIUM DRAINAGE IMPROVEMENTS PAVING AND DRAINAGE DETAILS SCALE; =20' Joe No. 0,30122 ALLEN ENGINEERING, INC. FLORIDA CERiiFlCATE OF AUTHORIZATION No. LB 266 P.O. BOX 321321 COCOA BEACH, MORIDA; 32932-1321 TE4EPHONEI (321)783"-7443 FAX: (321)783-5982 E -Mt lUinfoftleneng.not DRAWN C f4-21-05 REVISE GRADING 1 7-12-04 ADD FM LOCA770N, REWS6. CROSSING DETAIL NO. I DATE CHK'D •�� �� ��,� S14 T. N0. JOHN M. ALLEN, P.E. 2423 • DONFJ.D Fi i8, , P. 9131 2 REVI570NS MICHAEL S. ALLEN, P.E 45758 '•' JOH. P.E. 53