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HomeMy WebLinkAboutThe Radisson Parking ExpansionCITY OF CAPE CANAVERAL DOCUMENT COVER SHEET Box #: 5 Item #40 — 8701 Astronaut Blvd. The Radisson Parking Expansion — 5 large format plan UPON RETURN OF PAPER ORIGINALS FROM MCCI, add to file name: � GENERAL STATEMENT COCO& oE/n1CW NOVEL U 1Il'/0g WCo IA"JUCn10 ln1WCMU ECTS [EUVOmmEW29 mco ROBERT BAUGHER, PRESIDENT 395 STAN DRIVE 2210 S. ATLANTIC AVENUE SUITE B COCOA BEACH, FLORIDA 32931 MELBOURNE, FLORIDA 32904 TEL (321) 784-2318 TEL (321). 757-3034 FAX (321) 868-0038 FAX (321) 757-3088 ----__ THE PROJECT CONSISTS OF THE PAVING OF AN EXISTING GRASS OVERFLOW PARKING AREA, TO EXPAND THE EXISTING PARKING. NEW PARKING AREAS WILL DRAIN TO INDEPENDENT DRY STORMWATER RETENTION AREA WHICH TIES INTO THURM BLVD STORMWATER SYSTEM. THE EXISTING PAVED PARKING AREA WILL NOT DRAIN TO THE PROPOSED RETENTION AREA. ? PART OF PARCEL ID: 24-37-15-00-00769.0-0000.00 TAX ID: 2430861 AREA TABULATION EXISTING IMPERVIOUS AREA 2,584 SF 0.059 ACRES 4.70 % NEW IMPERVIOUS AREA 31,908 SF 0.733 ACRES 57.07 SITE LANDSCAPE PLAN 3 C-3 SITE DETAILS AND NOTES 4 C-4 ISITE STANDARDS TOTAL IMPERVIOUS AREA 34,492 SF 0.792 ACRES 62.77 % ADJUSTED PERVIOUS AREA 20,460 SF 0.470 ACRES 37.23 % W a V TOTAL SITE AREA 54,952 SF 1.262 ACRES 100.00 n FLOOD ZONE & FEMA INFORMATION FLOOD ZONE THIS PROJECT LIES IN ZONE "X" FEMA FIRM MAP NUMBER 12009C0313 E PANEL NUMBERS 0313(e) DATE OF MAP APRIL 3, 1989 REVISION DATE MAY 2, 2005 ft" Cod F�GE KING BLVD Zzj 02 9G� `SHELTON CO[ EGE 103 CENTRAL BLVD a 7;� SITE cv --� CapCanaveral L OCATION MAP N.T.S. '�� 0 1 pb"Jco Ack'-j- (' ) V -d a 0 DRAWING INDEX Q ID SHEET TITLE SHEET CS COVER SHEET 1 C-1 SITE PLANS 2 C-2 SITE LANDSCAPE PLAN 3 C-3 SITE DETAILS AND NOTES 4 C-4 ISITE STANDARDS 5 '�� 0 1 pb"Jco Ack'-j- (' ) V -d a 0 v o 0 Q O a _ V, Z o `L. Z v �! Z V) o XaD Lu 0 J Z w W N a � Qr.0 � W a V Z n O u- vA O Z V V O .- Z N Z O W O �- M O O Q D Z Q O a _ V, Z o `L. Z O �! Z V) o XaD Lu J Z w W m a � Qr.0 � W a V w LijQ 0 DESIGN BUILD ENGINEERING CONSTRUCTION EB -0006274 CG-CO59791 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 www.maidesignbuild.com Date:4/02/2013 Sheet Scale: AS SHWN Drawn: WAA Checked: DTM Approved: DTM of Proj #:2013-003 4�z� �LJZ W UW z ALd< W d � E W m LLU �UZ E3W Q W J i�OKo z :D P . w aN D"¢ oa3) R / / 236,13 N 129,56 0 o V7 � _ H z \` oz a EXISTING CURB = d I TO BE REMOVED U v I AS SHOWN uu ' N � � a I I O � I j N Q o Q o f I I EF --1 W a uP 0. un I FLI P I r° EXISTING CONC. IRi SLAB & BOLLARDS a TO BE REMOVED U a a I 3 I a I 3 1 EXISTING LIGHT i� I E- I POLE & LIGHTS O I TO REMAIN O W � � O Cu - -� 3 , N q u� N I A c0 L LLJW Lr Lr Lr o I N � I I I N W EXISTING LIGHT i POLE & LIGHTS TO BE REMOVED EXISTING LIGHT I I 0 V) I POLE & LIGHTS a < xr i TO REMAIN If1 Ti 0 o I ua i EXISTING CURB TO BE REMOVED AS SHOWN Li i A o W D o o I Y Uco z 4 LrID j �- EXISTING LIGHT ? I'� z LLJ I POLE & LIGHTS o o O I TO REMAIN I I I EXISTING LIGHT W WI POLE & LIGHTS W L1 N ° I TO REMAIN I N EXISTING LIGHT POLE & LIGHTS o 1 ° TO BE REMOVED o U-) �M � M II L ru of Z ri '61 = N I A W ui I EXISTING LIGHT < Q u I POLE & LIGHTS a TO REMAIN % W I EXISTING CURB TO \ \ W BE REMOVED AS SHOWN j \ / N N N 2 � 2 J7 / CuN N 0- _j I j I w / i z a Z / a I M �5 _ I oo 00 PQ I i 3 I La 2 — — — — — — I — — — — VJ�. / cv u0 o LI) I ¢ A ', E# n a Z ~ — :Z:) STOP SIGN & I 1 N STOP BAR (TYP) 54.04 % N37A211101W / a Li i WNe M j AZ M ? LL EXISTING CONDITIONS/ DEMOLITION PLAN 1 1"=30' SITE PLAN NOTES GENERAL NOTES: a 0 1. ALL HANDICAP SPACES SHALL COMPLY WITH 1, PRINTED DIMENSIONS ON THESE PLANS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE CITY OF CAPE CANAVERAL STANDARDS. DRAWINGS. 2. SEE DETAIL SHEET FOR TYPICAL PARKING 2, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADE DURING LAYOUT, CONSTRUCTION. THE DESIGN FIRM SHALL NOT BE HELD RESPONSIBLE FOR WORK, NOT IN ACCORDANCE 3. SOD ALL SLOPES GREATER THAN 5:1 WITH THESE DOCUMENTS OR UNSATISFACTORY WORK BY THE CONTRACTOR. IN THE EVENT THAT A 4. ALL DIMENSIONS ARE TO THE FACE OF CURB. PROBLEM OR A QUESTION DOES ARISE FROM THESE DOCUMENTS THE DESIGN FIRM SHOULD BE 5. ALL ONSITE PAVEMENT MARKING SHALL BE CONTACTED TO MAKE ADJUSTMENTS OR CLARIFICATION IF NEEDED, PRIOR TO COMMENCEMENT OF ^ REFLECTIVE PAINT AND SHALL MEET FOOT WORK: 0 ^ SPECIFICATIONS. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED 6. STOP BAR AND SPECIAL EMPHASIS CROSS DOCUMENTS FROM THE DESIGN FIRM AND ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO WALK STRIPING AS WELL AS ALL PAVEMENT THE DESIGN GROUPS ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. ,Zy MARKINGS IN THE PUBLIC R/W SHALL BE 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITED CONDITIONS AND I THERMOPLASTIC AND SHALL MEET FOOT REPORT ANY DISCREPANCIES TO THE DESIGN FIRM PRIOR TO COMMENCEMENT OR CONTINUATION OF 0 SPECIFICATIONS. ONGOING CONSTRUCTION. 5. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN CODE OF ORDINANCES FOR THE CITY OF CAPE CANAVERAL. LEGEND' 6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING CONSTRUCTION. 4U PARKING SPACE COUNT 7• THE CONTRACTOR WILL BE RESPONSIBLE TO PROTECT AND/OR REPLACE ANY DAMAGED SURVEY z MONUMENTATION WITHIN PROJECT LIMITS USING A STATE OF FLORIDA LICENSED SURVEYOR. TH TRUNCATED O WARNING SSURFACE 9. THE AREAS SDISTURBEDREQUIREDBCONSTRUCTION IN I E SITE PLAN IS NOT TO SUBMITA RISK MANAGEMENT PLAN (RMP). SOD ONLY. SURFACE DRAINAGE 10. THE CONTRACTOR IS TO BE RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY MONUMENTATION v w.:. WITHIN THE PROJECT LIMITS BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. w o FLOW DIRECTION 11. IF EXTERIOR SITE LIGHTING IS PROPOSED. SITE LIGHTING MUST CONFORM TO CODE OF ORDINANCES FOR z N 40 4.85 PROPOSED GRADE ELEVATION THE CITY OF CAPE CANAVERAL AND THE ENGINEER OF RECORD SHALL CERTIFY THAT IT COMPLIES (n ��. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OF A BUILDING PERMIT APPROVED BY THE 40 CITY OF CAPE CANAVERAL. PLEASE DEMONSTRATE COMPLIANCE WITH THE LIGHTING CODE BY H EXISTING GRADE ELEVATIONS ATTACHING A SEALED CERTIFICATION STATEMENT FROM AN ELECTRICAL LIGHTING ENGINEER THAT THE PROPOSED LIGHTING FIXTURES ARE CONSISTENT WITH THE REQUIREMENTS AS STATED IN THE CODE OF o ORDINANCES FOR THE CITY OF CAPE CANAVERAL. CURB RAMP & ,� DETECTABLE WARNING` x�� X— _ .: �\a .� 12"w WHITE THERMOPLASTIC / / 4,644 - a.61 i 1 CROSSWALK STRIPING, LL_._.._ _ _ _---- _._.�_-�- -24" WHITE THERMOPLASTICtV a TYPICAL FOR ONSITE ST BAR, TYP.13 rr Y r ® X. - ®. N >a � 9RWA t 5'W CONCRETE 30"x30" STOP SIGN Al SIDEWALK (R 1-1), TYP. �;. ,cava cxacs - L -H Al HO N ^ fv >s tir z in c° o INV- 1.16 m a fi# rK I m VHD CP HDCP SIGNS I MATCH r. k1r ��� HDCP TYP OF040, III I RETENTION AREA BOTTOU 3.5 II OR r r 4 ' Nom✓ f ,,, b t.i r f r i PER O O UNdEIRDRA NF PPPE, E, a o a CQ ¢ o ¢ cif r r r F" TYPICAL OF 31 x - (4 ai ti v ui .r ., �i ' INV EL. = 1.16 f t 50 04 04 P } `` f ) a 50 a O ❑ f 0 (TYP) O I y j 0 A,r. P Cu in 3 r� �� Q Lno o rf 1 r 0 I^]� u 1 �1 N N u 117 N U7 N MATCH W 0 N N I� ^ U. V U ur,w . T a 0.. d `D a o a N Ny - -o 0 0 0 < 0 0 o o 'D `D MATCH a n a N N N N N 0 0 o �. i r1 z 0 V) o V W a� 6 0 J t -J C1 W 'a 0 0 v 0 MATCH W � r yob \ ❑ s 3 N U U 7 Q N d un N un .N -r MATCH ., SITE LAYOUT PLAN ® 1"=30' J r O .t 0 D Q"'1 —6" DIA PVC HEADER PIPE INV. E = 1.16 f '--CLEAN OUT, TYPICAL INV. Ed. = 1.16 CO E DRILL INTO EXISTING ST RM DRAIN f ANHOLE FOR N OUTFALL PIPE IN EL. = 0.6,0 (FIELD VERIFY) 0 / 16LF F 18" RCP IPE \ CONTROL STRUCTURE CS -1 TYPE 'C' INLET TOO = 4.75 S/' INV. = 1.16 SUMP = 0.66 WEIR INV. - .10 WEIR SIZE /18"W (SEE DETAIL ON C-3) SITE GRADING/DRAINAGE PLAN ® 1 " - 30' Z a 0 �. OO U- z 0 V) o V W a� o J t -J C1 W 'a W 4Z J W Ln ■ mai DESIGN BUILD ENGINEERING CONSTRUCTION EB -0006274 CG -C059791 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 www.maidesignbuild.com Date:4/02/2013 Sheet Scale: 1"=30' Drawn: WAA c-1 -1 Checked: DTM Approved: DTM of Pro j #: 2013-003 IRRIGATION SYSTEM CRITERIA AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM IS TO BE PROVIDED THAT WILL PROVIDE 100% COVERAGE OF ALL PLANTING AND LAWN AREAS. SOURCE OF WATER WILL BE VIA CONNECTION TO THE RE -USE IRRIGATION SYSTEM ON SITE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR AUTOMATIC IRRIGATION SYSTEM CONSTRUCTION SHOWING DESIGN LAYOUT, COMPONENTS & TIE-IN TO EXISTING IRRIGATION SYSTEM FOR REVIEW AND PERMIT BY THE CITY OF CAPE CANAVERAL. IRRIGATION SYSTEM DESIGN SHALL MEET THE LATEST EDITION OF THE CITY OF CAPE CANAVERAL LANDSCAPING REGULATIONS. IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE WHEN ADEQUATE RAINFALL HAS OCCURRED. IRRIGATION SYSTEM MUST BE INSTALLED SUCH THAT NO WATER OR OVERSPRAYIS DIRECTED TO ANY/ALL PAVEMENT SURFACES. CONTRACTOR SHALL PLANT LANDSCAPING AT THE EXISTING DRIVEWAY SUCH THAT THE REQUIRED CITY SIGHT DISTANCES ARE MET. CONTRACTOR TO PROVIDE SIGNAGE STATING: "RECLAIMED WATER IS USED FOR IRRIGATION" 0 NEW PLANT SCHEDULE PLANTING NOTES SYMBOL QTY SCIENTIFIC NAME COMMON NAME SIZE / SPACING/ REMARKS CLASSIFICATION/REMARKS 1. ALL PROPOSED TREES SHALL BE GRADED FLORIDA FANCY, ALL OTHER PLANT MATERIAL (SHRUBS Q 0 AND GROUNDCOVERS) SHALL BE GRADED FLORIDA NO. 1 OR BETTER AS OUTLINED UNDER GRADES LARGE & MEDIUM SHADE TREE 5 r AND STANDARD FOR NURSERY PLANTS, STATE PLANT BOARD OF FLORIDA, UNLESS OTHERWISE ^ V) NOTED. 29 QUERCUS VIRGINIANA LIVE OAK 1 D' HGT., 5' SPREAD, 3" CAL., 30 GAL. NATIVE LARGE TREE 2. SOIL USED FOR PLANTING (PLANTING MIX) SHALL CONSIST OF 607. PEAT HUMUS, 30% WOOD 'EAST PALATKA' tW Z CHIPS (PINE BARK PASSING THROUGH 3/4" SCREEN) AND SAWDUST, 10% SAND, AND 2LB. N STARTER FERTILIZER PER CUBIC YARD. SOIL MIXTURE USED TO BACK FILL PLANTING PITS SHALL CONSIST OF TWO PARTS EXISTING TOP -SOIL FROM ON-SITE AND ONE PART PREPARED PLANTING PALM TREES w a MIX (SEE ABOVE). DOLOMITE SHALL BE USED AS NEEDED TO CORRECT S01 pH TO 6.0-6.5. u 3. PLANTS SHALL BE ARRANGED IN BEDS USING TRIANGULAR SPACING. 11 SABAL PALMETTO CABBAGE PALMS 8'-12' TRUNK HGT., B.R. PALM TREE 4. PLANT FERTILIZER SHALL BE AGRIFORM 21 GRAM TABLETS, SLOW RELEASE, 20-10-5 ANALYSIS � OR APPROVED EQUAL. RATES OF APPLICATION SHALL BE AS RECOMMENDED BY MANUFACTURER. 5. STARTER FERTILIZER SHALL BE 6-6-6, 1009 ORGANIC, WITH MINOR ELEMENTS. THIS FERTILIZER o SHALL HAVE 40-50% OF ITS TOTAL NITROGEN IN A WATER -INSOLUBLE FORM. SHRUBS 6. LAWN AREAS SHALL BE TREATED WITH FERTILIZER APPLIED AT A RATE OF TWENTY (20) POUNDS 7 PER 1000 SQUARE FEET. O 145 CONOCARPUS ERECTUS SILVER BUTTONWOOD 3 GAL., 36" HGT., FULL, 36" O.C. SHRUB 7. " ALL PLANT BEDS SHALL BE TOP DRESSED NTH 3 MIN. SHREDDED MELALEUCA BARK OR VAR. SERICEUS all CYPRESS BARK MULCH. 8. METHODS OF TREE STAKING INDICATED ON THE DRAWINGS ARE SUGGESTIONS ONLY. THE GROUNDCOVER LA14DSCAPE CONTRACTOR SHALL USE WHATEVER METHOD HE DEEMS FIT, HOWEVER, HE WILL BE Z HELD LIABLE FOR ANY DAMAGES CAUSED TO TREES BY IMPROPER STAKING METHODS, (OR SOD STENOTAPHRUM SECUNDATUM FLORATAM ST. AUGUSTINE "FULL COVERAGE, QTY. BY CONTRACTOR. GRASS ABSENCE OF STAKING) AND IS ESPONSIBLE FOR UPRIGHTING AN REPLANTING TREES WHICH ARE I BLOWN OVER. 9. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS AND PLANT SCHEDULE, THE DRAWINGS V SHALL PREVAIL. 10. SOD ALL SLOPES GREATER THAN 5:1. NOTEi TREE TO BE -L PLACED AT SAME GRADE IT GREW AT NURSERY. HEIGHT OF ATTACHMENT EQUAL TO 2/3 HEIGHT OF TREE REMOVE ENOUGH HHOLE BRANCHES 1/2" DIA. RUBBER HOSE AND THIGS NOT ALL END TIPS) TO REDUCE 3 STRANDS #12 FOLIAGE BY 113 GALVANIZED HIRE DO NOT CUT LEADER. FLAGGING TAPE b" EARTH SAUCER 4" MIN. MULCH F.G. - II- ... .•.• • III- - ITTLII •�I�Illll�_" —I I r • I PREPARED SOIL MIXTURE — ' � _Ti 1N°ISTURBEv SOIL 6" 6" MIN. MIN. TREE PLANTING DETAIL N.T.S. TIE HITH HEMP CORD. (3) 2"X4" HOOD STAKES. -n HRAP TREE AT APPROX. 1/3 HEIGHT WITH 5 LAYER5 OF BURLAP. HIRE 3 WOOD CLEAT5 TO TRUNK FOR SUPPORT FOR HOOD BRACES. 5TAKE PAD F.G. EXISTING 5UB501L L005ENED EXI5TIN0 --*- ' ! I ILII � �i i fT ii i 1 mi!llT—i i !„! 1 5UB6RADE PALM PLANTING DETAIL N.T.S. LIMIT5 OF 50D (TYPICAL k__.LIMITS OF 50D (TYPICAL) 11111111111,' !ullllllllllllli��-_ — ............. 1 .❖.❖.❖.❖.❖.❖ ............ o❖.❖.❖oo❖.•. ............ ........... .r SITE LANDSCAPE PLAN 1"=30' � o� o Z co 1- U.J 4D rq O o$ � Q 0 z v r ^ V) 0 X a� tW Z W N w w a u o 7 all Z I V C; '— 14. W 0 cV Z co 1- U.J 4D rq O o$ � Q 0 z Z a O 22 a ® 0 u.. z O r ^ V) 0 X a� tW Z W w w a u ■ DESIGN BUILD ENGINEERING CONSTRUCTION EB -0006274 CG-CO59791 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 www.maidesignbuild.com Date:4/02/2013 Sheet Scale: 1 "=30' Drawn: WAA Checked: DTM Approved: DTM of Pro j #: 2013-003 1, 5' ° 0 I NOTE: For typical asphalt parking lots, the logo striping shall be white, for concrete the striping color shall be white, with a blue background. HANDICAP PARKING LOGO DETAIL DO NOT SCALE 4" HHITE STRIPE HANDICAP PARKING DETAIL N.T.S. 2 1/2" MIN. 1" MIN. --1" MIN. 1/2" 0 GALV. EXP. ANCH. 2 PER BRACKET h 0 � 9/16" x 1" SLOTTED NOTE: ° CHAIN GRATE TO STEEL GRATE 5/16" ALUMINUM 6" TYP. OVERFLOW INLET 'USF 6631' PLATE SKIMMER TYP. SKIMMER DETAIL • $ TOP SKIMMER EL. = 5.25 GRATE EL. = 4.75 v -- o WEIR INV. EL. =4.10 6" PVC UNDERDRAIN II HEADER PIPE 0 18" RCP INV. EL. =1.16 PIPE 18" RCP PIPE PIPE INV. EL. = 1.16 INLET BOTT. EL. = 1.00 t I I I TYPE "C" F. D.O.T. PRECAST CONCRETE BOX INLET CONTROL STRUCTURE DETAIL C81 N.T.S. PAVEMENT SPECIFICATIONS GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 2004 BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. ALL WORK SHALL BE A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE PROJECT OF ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES INCLUDING TYPICAL SECTIONS. ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. STAKING CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR. STABILIZING STABILIZING SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE OF 50 PSI FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS. (TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180. CONCRETE PAVEMENT PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 345 OF THE STANDARD SPECIFICATIONS. CONCRETE PAVEMENT SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN IN ACCORDANCE WITH SECTION 350 OF THE STANDARD SPECIFICATIONS. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT OF THE ABOVE ITEMS. IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. OTHER THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEER WITH RESPECT TO SITE PREPARATION FOR THE BUILDING AND DRIVEWAYS. ALL ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE WITHIN ROAD AND DRAINAGE R/W AS A DIRECT RESULT OF NEW CONSTRUCTION. ON O I ih CONCRETE SIDEWALK fes' Fla. DOT Handicap MPARKING parking Standard SCORE MARK AT 6' DISMLESM Sign No. #FTP -25 MAX. 5PACINC7 I" TOOLED EDGE (TYP) ONLY (12'X18" Size) 110LAFINN TOOLED EDGE (TYP) 30" x 30" ENG. GRADE _'°° TINE 1. Top portion of FTP 25 & 26 REFLECTIVE SHEETING shall have a reflective blue MOUNTED ON POST W/BOLTS background with white reflective-� --�-� = mminm mmTm�r m mTrr�m �rIT-m symbol and border. EXPANSION JOINT, 1/4" PREMOLDED ASPHALT • 5TRIP SET 1/6" BELOW TOP OF MARK 14' x 3 1/2" x 3 Ib/ft N 2 Bottom portion shall have a I' -O" I' -O" HOT DIPPED GALV. o, reflective white background with ■ SEE PLAN FOR WIDTH U -CHANNEL POST c o .Y black opaque legend and border. 4" Q. BOLT ON 1/8- THICK HOT DIPPED o - - - - - - - 'III-riJ111- 0_ T Il- GALV. TRAPEZOID ANCHOR AND a� =ITI= 1=SII=�=�=-I I1=)T- -1TI- BEND TO APPROX. 45 DEGREES 14 GA. x 2" ALL -PUNCHED 0 II=11 I-1-�1=III=III=III=�=III-III=7 a HOT DIPPED GALVANIZED 4 I,I; ,117111,E IIITIIITIIh IIITIII" I SQUARE POST I' -O" x 2.IH WWF TOP VIEW SIDEWALK OR /—NATURAL GRADE NATURAL GRADE b" 3'-0" 6" ON-SITE SIDEWALK DETAIL N.T.S. SCORE MARK F BERGLA550 P51 0 2REINFORCED PLAN VIEW ����i \ " AT 5' MAX. CONCRETE 51DEYJALK SPADING I" TOOLED EDGE ��\ C!�� • i. o i•) \� (TYP) =0 TOOLED • 6" " 6" EDGE (TYP) ��r FRONT VIEW FRONT VIEW �. • �..... A n�� _ �r �1�nIR- STOP SIGNAGE HANDICAP SIGNAGE - ' ` ', , r' • EXPANSION JOINT, ((4" PREMOLDED r ASPHALT STRIP SET I/8" DELON TOP OF MARK SPACED 20'0.0. MAX. DO NOT SCALE DO NOT. SCALE SECTION WIDTH VARIES - 5EE PLANS 6" ., CONCRETE FLUME_T° 6.. 'N z" �-•�' I --I IA" N. T. S. 1=111=1 I i_I 11=�= 1=ITI-1 11=1 I I-� T� b IIIIIII11111111111111T111111111TIIIIIIIIIIIIIIII CONCRETE SIDEWALK DETAIL 'N FOR RIGHT-OF-WAY AREA ASPHALTIC CONCRETE 5URFAGE, TYPE S-III(MIN. 1000 P51 MAR5HALIJ BASE COURSE LIMEROGK, CEMENTED COQUINA OR SOIL ,I PLAN 1 � 9896 TO AA5HTO T-180, SOIL GEMENT -LBR 9696 AASHTO -�-• N. T. S. 1(,' gApprox. Weight 235 Lbs. �V)� 5' 3' s1" !1 WEARING SURFACE A5 SHOWN ON PLANS Grote 1 2' 3j" - r 4" dia PERFORATED POLYETHYLENE PIPE WITH FILTER FABRIC SOCK 1b„ 24" 24" 24" 24" „ 3/4 — _ 1/2" R 2" C/. Eye Bolt �� WRAP, 1/2 TO 3!4" 6 4 b See index tot N. NON -CALCAREOUS CLEAN STONE : . AROUND PIPE AND TYPAR FILTER FABRIC AROUND STONE WITH 6" •, •; ;,, ; •. to 4 —''4► ears o N _ .°. l�" Ctrs. g h OVERLAP AT TOP OF STONE SECTION " `° ; :• Recommended Moxlmum Pipe SIZer Straight Bars 2"x4" to ` • '• ° —III _ _ 2' O" Wall IB" Pie Reticuline Bars I x X -r Wall -24" Pipe Bonds if X4' INV. EL. =1.16 •" •III=1 I I=III-1 I _� ° NOT1:5: Approx. Weight /0o Lbs. ; I. PREGA5T TYPE "G" INLET PER FOOT INDEX #201 -'� I (• III -III -I I- III -I I I1 SHALL BE ALLOWED A5 AN ALTERNATE. i 2. �� REFER TO F.D.O.T. ROADWAY AND TRAFFIC DE51GN 5TANDARDS FOR ADDITIONAL INFORMATION. ALL CROSS WALK K MARKINGS SHALL BE THERMOPLASTIC WHITE PAINT.(— TYPE 'C' INLET DETAIL UNDERDRAIN PIPE DETAIL -1 1=1--i -1 N.T.S. ��.r.5. ONSITE CROSS WALK `DETAIL. .6�� 3,000 �sl CON CRETE, �- GOMPRE551VE 5TRENGTH Ai � 28 DAYS CONC. HEADER CURB DETAIL N. T. S. /1\ ASPHALTIC CONCRETE 5URFAGE, TYPE S-III(MIN. 1000 P51 MAR5HALIJ BASE COURSE LIMEROGK, CEMENTED COQUINA OR SOIL GEMENT BASE LIMEROGK d CEMENTED COQUINA, LBR - 100, 9896 TO AA5HTO T-180, SOIL GEMENT -LBR 9696 AASHTO T-134 COMPACTION I—ITI—I 11=x1 I=ITI'I I T`Tl I`ITI—I 11=T1 I -IT =1 I I 1=1 I`i"Tl I"' -11 I-1 11=1 11=i I IETI II -111 1=1 11=1 11=! 11=1 11=1 11=1 I I-II 1=�-1 11-III-1_TI-F11, =11 h�-1 I Ir I I,-1 11=1 I Imo! I I -T-1 11-1 I hI I ITl I L-1� 12" TYPE 13 STABILIZED SUB- GRADE LBR = 40 NOTE. ALL IMPORTED FILL UNDER THE BUILDING AND PAVED AREAS SHALL BE COMPACTED TO A MINIMUM OF Ile% MAXIMUM DENSITY, STANDARD PAVEMENT DETAIL N.T.S. 3,000 Psi CONCRETE, COMPRESSIVE 5TRENGTH ® 26 DAYS —.3 1' WIDE CONCRETE 51DEHALK 2 #5 REBAR .- 1/2"R DRIVEWAY �:'.:;'• .•.:: =(�-_ITI-ITI= �'- - i � I I I I III •j, '; -III I I I -T - SIDEWALK A PAVEMENT DETAIL N.T.S. ` a o Q n O`. V1 o ce Z I Z Z a O ._. Z 0 V) L2 Z O V) N of X�® W (.9p� m J Z W 01 w ©_. ■ DESIGN BUILD ENGINEERING CONSTRUCTION EB -0006274 CG-CO59791 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 www.maldesignbuild.com Date:4/02/2013 Sheet Scale: AS SHWN Drawn: WAA Checked: DTM Approved: DTM of Proj #:2013-003 Z a O ._. Z 0 V) L2 Z O V) N of X�® W (.9p� m J Z W 01 w ©_. ■ DESIGN BUILD ENGINEERING CONSTRUCTION EB -0006274 CG-CO59791 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 www.maldesignbuild.com Date:4/02/2013 Sheet Scale: AS SHWN Drawn: WAA Checked: DTM Approved: DTM of Proj #:2013-003 ■ DESIGN BUILD ENGINEERING CONSTRUCTION EB -0006274 CG-CO59791 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 www.maldesignbuild.com Date:4/02/2013 Sheet Scale: AS SHWN Drawn: WAA Checked: DTM Approved: DTM of Proj #:2013-003 Pri ,is i f ePost Position (Can(ed 20°Towurd Flow) Position Costed te m_ � i n iII�tI •- ��dwtFV, ow$o y I Fil_ter ' ' II Min - P0P oshiors n'a . sIP e.t \�Il i 20' 2 0T ew/ ard .Flow) F09t DPhOnS: Post Options? P ultrY flesh (�0 Gc. Softwood 2/z DOpliaalPost SaRood4,D,a Cr T1Fe A Fno F,.oris softwood x4Har wocd 4"x4" !lndeNo80! & Sec.i n .50 Hardwood "'1/ x 2 woad 3" Oia. fDOT Spec.) $e/1.33 lbs,/ftMinleeI1 33 lbs./fMni 10Mox 6'MFier Fabric /M e s;h Confomance With A ence Fob,c 985 FOOT Spec I i earI -Fi(er Fabric Sect ,u, Confomance I i f;%ter Fabric N With Sect, 985 FDOT Spec.) I , i g M I I I I IJ-----__---- � II II I Et EVA r1oN s£c rmN F _ TYPE 111 SILT FENCE Siff Fence U ELEVATION U SEC TION ,y TYPE IV SILT FENCE - Stormwater Runoll 3 a 41 �x \ / Post-, � i Fast I ` 1 , _ f] Silt Fence Protection In MEN ME Ditches With Intermittent Flow \ 4-'tee-..�•. \ P F hn Iota The End Post Of One ante Be r 0 The End Post Of rhe Other Fence As Sho wm. w L 'fes r 'w ,,. l CODS •\\ h � _ e \ ~� Rofafe Both Posts At Ce sf IBD Deg, ces In A < o 4 „rock wise Oitecti in . To Cr 9Ot9 A Tight t Seat With 4ot The FobRic Mof 1 r' +�1 ♦ i sir rant® ' Drive Both Posts into rhe Ground And Bury Flap. Silt Fence Protection ,Wound Ditch Bottom Inlets SILT FENCE APPLICATIONS PLAN VIEW NOTES FOR SIL 7 FENCES JOINING TWO SIL T FENCES 1. rype Ill Silt rence to be used at most focaboos. Where used in ditches, the spacing for 4. Who, used as siope pro eccan, 51rt Fence is to ce constructed on 0Y. oagifudinaigrode to r r h fence. Type Ell Silt fence shots be in accordance with Chart 1, Shoot 1. ovoid cl unneliziny runoff al -9 the 'er yt o f the e 2. rype IV Silt Fence to be used where large sediment foods ora antci otedSuggested use 5 Sdt F rie to be paid `or nder the ccnfract if a r%ce far Sedimsnt .L F) is where Allslope is 1:2 or steeper and lefgth or slope exceeds 25 (cut. Avoid use where the detained water may bock into troveilcnes or ort the right of way. 3. Do not construct silt fences across permanent nowing watercourses,. Silt forces are to be of upland locations and turbidity barriers used of permanent bodiesof water. REVISIONS 20101nterim Design Standard moa Sheet No. own er xuavnoe. out n scswrnia 1/01/1 3 of 3 0//01/10 LLS Updated pay item name In Nale 3. TEMPORARY EROSION AND SEDIMENT CONTROL I d 02, i'---- Table 1 - ijL (ftl B' 10' 12' Shldr, Shidr. Shldr, O Device Spacing 28 35 ROAD Devices (ft.) Speed Cones or ype WORK (mph) END 107 Toper rurigent Toper Tangent AHEAD 25 50 25 ROAD WORK -_,,,j 50 30 50 bO to 70 25 -.50 50. 100 65 1 173 .217. 260 A ' 280 Ij S= Posed speed limit (mph; _ _ --CT.40 lanes in a one hour period or less (excluding. establishing 2 a 1051, I 1. Signs and channe/izng devices may be omitted if -,/to( the a SYMBOLS shollbe substituted for the WORKERS sign. For location of foga wing conditions are mets D .......... ® Work Area b) Vehicles in the work area have high ;n tensity, r0titng, - A g LL. 1" Toper Length = %3L So Table !I Work Area Flog And Type 6 Light _ ROAD WORK Device..Specing-rope, De v,ca Spacing - Tangent 500' ROAD SPEEDING TINES i See ruble I See Table I 0f1O4E0 / WORK ruEx rrtxecEfa AHEAD PRESENT DISTANCE BETWEEN SIGNS. Speed Spocing.(ft.J A- -3 40 mph or less 200 200 45' niph 350 350 Table JI Taper Length - Shoulder. Table 1 - ijL (ftl B' 10' 12' Shldr, Shidr. Shldr, O Device Spacing 28 35 Max. Olslonce. Between Devices (ft.) Speed Cones or ype a r Type I (mph) Tubular dlark ars Barricades or Venccol Panels or Drums 107 Toper rurigent Toper Tangent 25 25 50 25 50 30 to 4$2$.. 50 30 50 bO to 70 25 -.50 50. 100 Table JI Taper Length - Shoulder. SPead (mph)Notes ijL (ftl B' 10' 12' Shldr, Shidr. Shldr, O 25 28 35 42 1= WS, 60 30 40 50 60 35 55 68 82 40 72 90 107 45 120 150 180 L= WS 50 133 167 200 55 147 183 220 60 160 200 240 65 1 173 .217. 260 707T7187 233 ' 280 50 mph o, greater 500 1500 Nominal Desi n PrPe Oelg Diameter M torr um Re/ Tceman Under Tolerance O in er foot n in er foot 15' 8' minimum shouider width # 500'beyond the ROAD WORK 0.010 1� 36" 014 -. AHEAD.. sign or midway between �. 4� 0.16 i'jL= Length of shoulder toper in feet signs whichever is. less. 0.19 0.011 e- - "GU1- G. U15 72" W. Width of totolshourder in feet O.Oi65 GENERAL NOTES .30 (combrned pared and -p-ed wiiath) N 1. When four or more work vehicles enter the through traffic DURATION NOTES S= Posed speed limit (mph; _ _ --CT.40 lanes in a one hour period or less (excluding. establishing 2 0.024 1051, and terminuting Ilse work area), the odvonced FLAGGER sign 1. Signs and channe/izng devices may be omitted if -,/to( the SYMBOLS shollbe substituted for the WORKERS sign. For location of foga wing conditions are mets floggers and FLAGGER signs; see Index No. 603. o) Work operations Ore 60 minutes or less. ® Work Area b) Vehicles in the work area have high ;n tensity, r0titng, - 2. WORKERS sign to be removed or fully cvveied when iro flash%ng, oscillabrg, of strobe 6g+Sts operating. LL. Sign With 18" r 18" (Min.) Orange work is being performed. Flog And Type 6 Light 3, SHOULDER WORK .sign may be used as On dlternofe to the WORKER symbo/sign only on the side where the. CONDITIONS • Chonnelizing Device (See Index No. 600) shoulder work is being performed WHERE ANr VEHICLE, EQUIPMENT, 4 When aside rood intersec(s the highway within the 77C z WORKERS OR THEIR ACrIVITI£S a Work Zone Sign One, additional TTC device$ shallbe placed in occordurice ENCROACH THE AREA CLOSER with other applicable TCZ Indexes, THAN 15'BUT NOT CLOSER rHIVV Lane Identification f Direction of Troffic 2' 10 THE EDGE Of- TRAVEL WAY. 5 For general TC2 requirements and additionalihformotion, ,refer to Index No. 600. 2010 FOOT Design Standards Fo Sheol No. 07/011071 1 of 1 -: _ TWO-LANE TWO-WAY, WORK ON SHOULDER Index No, .- 602 On Romps That dre erpendi far with The Curb LMe, The Dome Pattern 510 Be. In -Line T Direction WlfA he cti el. On 0 e on W Tr a+ Ra 1.6" Min. nos Pattern ti looCurI- A Radius, a Deme .4" Mom. £ a $" Pal/ern 51a I Bt In With Ttie Ofreetion E.•f I e Edge 01 Delec(ub/ 1- f I I �//,-•- Of Trmel Td The Exlenl Pracficn6 an 0.91 min. r 9 r o i N 1.4' Met. x w b b �'0 � sConcrete .•jI I. 5fdewa/R ' Truncated Dom► fnlepral DorrH \ Is O O O c� 1 C A "n r The too. width of the drone aMl/be d: minimum of 50t f z t s Cf ter. and o maximum o 65 a/ M best oma 4 \� O O ' O O TRUNCATED Dr111E .. Bme-to -buss sp=14 stroll be 0.65" minimum between domes. _. PLAN VIEW Rim , Al1 Sid await, GLrOhamps Sholl Haryse Delectable Warning Surfaces That Extend The Full Wath Of rhe Rarro And /n The Direction Of Travel 24 Inches 1610 mint From The Bask Of Cur& l - CURB RAMP DETECTABLE WARNING DETAIL PLAN t. r l s' 6, r77 5 / di 3 ( !WhWhat #/k Curb ere Necessary) cry : +L � uuNt til.. \ s t A \ `DIY PICTORIAL VIEWS PLAN. TYPICAL PLACEMENT OF DETECTABLE WARN/NG ON CURS RRAMPS 2008 FOOT Design SWndard3 rtovisla+ Sheet No. PUBLIC SIDEWALK CURB RAMPS 07/01107 sore Irides, No. 304 SCHEDULE OF BELL REiWORMIENT Classes 11, 111, IV 4 Wall A S G Nominal Desi n PrPe Oelg Diameter M torr um Re/ Tceman Under Tolerance O in er foot n in er foot 15' 0.07 0 0 0.010 1� 36" 014 -. 0.010 �. 4� 0.16 0.010 4 0.19 0.011 e- V. "GU1- G. U15 72" 0.28 O.Oi65 " .30 1 N W 0.01 5 --fib- lE1°"- _ _ --CT.40 21 2 0.024 1051, 0.42 0.0255 Allowable Tolerance for Lost Collor OF Crass I Concrete Full Wrap Of Reinforcing When 1.75 L (May. Be Formed By Any - Ex's(ing. ;reposed osed UsingSingle Elli tical Ca e Method ,roved B The. P 9. P 9 MuA Y L 3" En ineer) The Last FullWrc Of __________ 12" '� p • M f Aeinf7cin Slioll Extend 30 ox. V g 1 Remove Portion Of 1 T The Shoulder Point n i To r Alternate Arrangement D r _ 9 O xi I n l £ stn £ dwalLess _ 9 nI - r And Meet A C '6 r ST � BellRan. force're" J iI.G 'moi / - � Than !'Below Croda 2`7/" 0Hoops---•�. I 1 Win. Cover. ria°M x. In A ry I 6 0 wax n Set I dhe5 e rP' rNin. Co er ,••. .'C• } : 1° I I £xis hhg. £ndwall Bonded Material �. J 1 - System Y f _ I Rubber Casket (Round Or .Pru lel (Round Rubber Gasket Shawn) - A. I' ---- L-----•� -- _-- S i of End To Be Placed In P9 Cut To Of Existing Endwall x'NI irc f rani !Ste stool above this line e. t e ExistingEndwolf Re ordless c um a fo e d vd To Contour Of Pike 9 within 7.75 L %s defined as bell reirrfaroeriregt. Of Direction Of Flaw ROUND RUBBER GASKET SHOWN SECTION AA LUNG TUDINAL SECTION Omit OF BELL, sr SPIGOT CONCRETE PIPE JOINT USING ROUND OR PROFILE RUBBER GASKET I - Note! Cost fro ierncvofoiid disposafaf portions 0f lop and foe of exisfing 12" ror Pipes 14"x23•' Through 19'•x30" Class 1 Concrete endwollond cost of concrete, reinforcing stee/ond construction of. P g collar to be included in the contract unit price for pipe culvert. .4'.` Foi Pipes 24"x38" Arid Lur gar x Any Wire hlesh Arr`urryemant Which Pravid@s e, 0126 Square Inches Uf Stee/Ared Per UneoF r '+ 9 Foot t Was fa -Be Used; The a 6gn Y A Y CONCRETE COLLAR FOR EXTENSION . I E } • Woes Are Spaced A Mammae Of Md/Dr 12" For Pipes IS" TAnd Lar OF EXISTING -PIPE CULVERTS . Ma num 0 6: 0., Censers Verres ,.4 For Pipes 30 And Larger 9 Concrete Class I o creta - r' �-yi Smooth Inside CONCRETE JACKET �o L. Class I Concrete ✓oirif With Class I Conc. Mortar iter. Double (asked Fame- !Preformed Pldisbc) Rubber Gasket _ -!2• � Round Or Elliptical 5f - 3" Joint I''1 Main Line Pipe i 4" Min. Note: For. reinforcement see eih trcoI ipe con rete jacket, lPn•o+e- r Max.Diomat r_/P 0 f Main' UPP Sizes) I t -£v .vLnePrpe (Dr Hei ht DI Fiter FubrRFilter Fabric Jacket Required Elhpbcoh Alain Lne Pipe) q y5o TONGUE & GROOVE BEL( AND SPIGOT u .. . I �3 m DISSIMILAR JOINTS ti PREFORMED PLASTIC JOINT PROFILE RUBBER GASKET Stu b Pips / ,. 1 s 0 Nov -r (BEFORE PUL -UP) P (BEFORE PUL UP)' C Putt -up) Contin Re ui ed For CMP 4" Min. 9 u r Cut And Bend Bony Suitable Bituminous us Castingy Pie Reinforcement Cat o concrete jacket or fitter fabric 'ocket to be P 3 f / / Be Field r1ppliedl Bituminous Casting included in cost of efloti"16onerefe pipe culverts. To Extend 12" Beyond Concrete Collor : Cast o/ concrete aria steel fo be included ELLIPTICAL CONCRETE PIPE JOINTS 12^ in contract unit price for pike culvert.. r Jaunt _.,� Woven Or Nonwoven � �2•, z Ftltar Fabric ' CONCRETE COLLAR FOR JOINING - - NI,•4 Type D-3 : i n. M YP ` ` MAINLINE PIPE .AND STUB PIPE • i <; I nv e a M - '-- I I11 P 2 -� •--(Se9 Index No. 1991 - / ELLIPTICAL PIP£ Securing Device \�Flextble Pipe Joint - Class.I Concrete- (Corrugated Steel, Corrugated r: Varies .Aluminum,; Corrugated Pol}-ethylene, or PVC) i t Pikes To 60" Jan $ -.'. 112' 12" Woven Or Nonwoven Note: Cost of cootie{e aria bituminous coating to be included r'n rNasorrry Plug- 12"; Pipes 66" To 1(78" • 1�•' r foreither n .w i e or Mitered End Section. LZ �• P • " vP• AMn. i n. Filter Fabric contract unit price or e pipe ,Pipes Above 10$ Alternate cofineebon rust bedRP roved by the Stole Drainage Engineer,sneer £LIPT CAL PIPE SHOWN ROUND PIPE-SocutLriq Device, ISOMETRIC VIEW .PIP£ SECTION A concrete jacket shollnot be used to loin, S f61 metol i e of materials Note: other wise called for in the tons the P P Cost o/ filter fabric ackot to be nnciuded m. dost o/ r e cul45rfs. � �• -• - 1 PP (bJ flexible pipe when the minimum cover required in cost of plugging pipes to be included in contract ''- accordance with Index No. 205 cannot be obtained unit price for new pipe. FOR ALL PIPE TYPES CONCRETE PIPE SHOWN DISSIMILAR TYPES "p1PE PLUG FIL TER FABRIC JACKET CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS 2 1 F OT Design Standards Le! Sheet No. 0 0 D ® Revblon 7/01/0 1 of 3 MISCELLANEOUS DRAINAGE DETAILS I also �• Q f7 v N O a O ems. N 7 z 0 0 Z O .Q � N o e- W a03� J Z N W t W a V z t; 0 LL. _)y0 W 12y//ff 0� z I O V O .- z J � W O N tV CIA r to . O _ 0 �7 Z a O ems. N 7 z 0 0 Z O .Q � N o W a03� J Z UJ W W a V AMP - DESIGN BUILD ENGINEERING CONSTRUCTION EB -0006274 CG-CO59791 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 FAX: (321) 757-3088 www.maidesignbuild.com Date:4/02/2013 Sheet Scale: AS SHWN Drawn: WAA Checked: DTM Approved: DTM of Proj /#:2013-003