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HomeMy WebLinkAbout90-12 OVERSIZE PLANSN 0 a ui w o UJ o � r u W_ �w w w � J of 0 dLL 0 Lu¢o 0 w w w Orn cD � � N � w m 2 w w Z +/- 150LOF'CHAIN AND POST FENCE TO LIMIT ACCESS - +�- 25,830 SF OF• DISTRUBED AREA 10' X 40' CONCRETE PA ING SP 8' WI CON S RIPARIAN PROPERTY OWN KEVIN McGRAW 217 PORT DRIVE SNEADS FERRY, NC EAST= 2'36Q ELEV. = 11. CON OL POINT IRON IN W/ CAP NOR=316272.53 EAST= 359978.11 ELEV. = 1.70' REMOVE Ex STING =1 ` DESK PROPOSED CAST ON SITE\ PUSH SLAB RANIF SEE DETAILS ON S- EET �? REMOVE EXISTING RAMP - NORMAL WATER BEVEL TC :�) EK -E _A' SCALE CONTROL POINTS )N DESCRIPTION POINT EASTING NC_- = ELEVATION DESCRIPTION EXISTING GRAVEL & COMPACTED DIRT EXISTING RAMP SQL T fR CR feK EXISTINE C❑NDITICNS 1/4 SCALE CAST IN PLACE SLAB 1, EAST=2360020.13 NORTH-316050.30 Z= 11.7' CORNER S/W W 9. EAST=2360129.95 N01=--= �S980.13 Z=-1.9' CORNER CORNER' RAMP 2. EAST=2360013.30 NORTH= 316026.26 Z=11.7' Z=11.7' CORNERS CORNER S/W 10. EAST=2360099.59 NORTn=3'6099.93 Z=12.9' CORNER RAMP 3. EAST=2360035.42 4. EAST=2360051.79 NORTH-=-316019.97 NORTH=316077.58 Z=12.5' CORNER S/W 11. EAST- 2360086.00 NORTH=316096.57 Z=12.9' CORNER RAMP 5. EAST=2360083.61 NORTH-316085.65 Z=12.5' CORNER S/W 12. EAST- 2360087.23 NOR`►-+=316091.72 Z=12.9' CORNER S/W S/W 6. EAST=2360093.11 NORTH=316048.16 Z=11.7' CORNER S/W 13. EAST=2360047-77 NORTH=316081.72 Z=12.5' CORNER H/C PARK 4718 Z-11 7' CORNER ABUT 14. EAST=2360029.28 NCR 7- =3'6079.41 Z=12.3' CORNER 7. EAST=2360089.24 NORTH=,J I - 8. EAST=2360116.40 NORTH=,315976.68 Z=-1.9' CORNER RAMP REMOVE TREE PROPOSED CAST IN PLACE 9' x 9' FLOATING DOCK ABUTMENT PROPOSED FLOATING DC SYSTEM RIPARIAN pF: OPERTY OWNER LSB PROPERTIES, INC 38 WEST FIRST AVENUE LEXINGTON, NC 27292 K FLOATING DOCK SYSTEM SITE DATA ADDRESS: 12380 SHAW HIGHWAY TWO ALTERNATIVES ARE SPECIFIED FOR THIS ITEM. ALTERNATE #1 ]HE CONTRACTOR SHALL BURGAW, NO 28425 PROVIDE THE FLOATING DOCK SYSTE. ALTERNATIVE TWO IS THE OWNER PROVIDES THE FLOATING DOCK S`�STEM. OWNER WILL SUPPLY HINGE ASSEBLE FOR THE CONTRACTOR TO PIN NUMBER: 3351-9232-000 INCORPORATE INTO THE ABUTMENT. AREA = +/- 2.37 ACRES ALTERNATE #1 ZONING = RA CONTRACTOR SHAL_ CONSTRUCT FLOATING DOCK SYSTEM AS SHOWN ON SHEET C3 OF THESE PLANS. IF THE CONTRACTOR CHOICES TO PROVIDE VENDOR SUPPLIED DOCK, DEED BOOK 312 / 123 VENDOR SHALL FOi_LOW INSTRUCTIONS BELOW: PLAT BOOK 0046/0058 1. CONTRACTOR Sl-,ALL PROVIDE VENDOR DESIGNED FLOATING DOCK SYSTEM. PLANS AND CALCULATIONS SHALL BE SEALED BY A N.C. REGISTERED PROFESSIONAL ENGINEER. TOPOGRAPHIC AND HYDROGRAPHIC SURVE'Y PREFORMED BY THEENGINEER ON APRIL 51-H 2. CONSTRUCTION SHALL CONSIST OF PRESSURE TREATED (NON-CCA) WOOD PER AWPA AND 7TH. 2011 AND REPRESENT CONDITIONS AT STANDARDS. THAT TIME. 3. PROVIDE LAMINATED SIDEWALL WITH (3) PT 2X10. HORIZONTAL DATUM: NORTH CAROLINA STA- PLANE NAD83 4. PROVIDE GALVANIZED STEEL CROSS BEAMS AND DIAGONAL TUBING. VERTICAL DATUM: NORTH AMERICA VERTIC41 5. DECKING SHALL BE PT 2X6 TIMBER DECKING OR TREX "ORGINS" DECKING (OWNER'S DATUM 1988 (NAVD88) OPTION) WITH 316 STAINLESS STEEL SCREWS, DECK SUPPORTS SHALL BE LAMINATED PT 2X4. BUA DATA r... AT RA xELTERI CREEK I p `N - T -� r r 1= t 4 �IPQ ,' �vy r' 6. BOLT FASTENERS AND OTHER STRUCTURAL MEMBERS SHALL BE HD GALVANIZED. EXISTING BUA VICINITY MAP PARKING AREA = 14,174 SF 7. PROVIDE GALVANIZED STEEL BACKING PLATES UNDER ALL ATTACHMENTS. RAMP = 1,637 SF NITS ABUTMENT = 0 SF 8. PROVIDE PT 2X<r SIDE BUMPER RAIL - ALL SIDES. TOTAL = 15,811 SF 9. PROVIDE HD GA-`JANIZED STEEL REINFORCEMENT CLEATS, ONE SIDE AT 5' ON CENTER. PROPOSED BUA PARKING AREA = 7,675 SF 10. FLOATATION SF,ALL PROVIDE FREEBOARD OF 18" UNDER DEAD LOAD. OR LIVE LOAD OF PRO RAMP = 1,687 SF 20 PSF OR A CON ENTR.ATED LOAD OR 300 LBS OVER A 2 SQ FT SHALL BE USED. PIER H/C RAMP-S/W = 946 SF SHALL HAVE NO MORE THAN 6 DEGREES TILT FROM THE HORIZONTAL UNDER UNIFORM LIVE ABUTMENT = 81 SF LOADING ON ONE- CALF OF THE PIER WIDTH OR UNDER A CONCENTRATED LOAD OF 600 H/C PARKING = 400 SF LBS APPLIED ON ANY SIDE. TOTAL = 10,789 SF 11. FLOATS SHALL CONSIST OF POLYETHYLENE FOAM -FILLED FLOAT MODULES (ROTARY MOL(-,FD) A'`1D POi`(ETHYLENE EMPTY (BALAST) FLOATS. EROSION CONTROL MAINI .NANCE PLAN 12. PROVIDE GUIDE PILES ARE REQUIRED BY VENDOR'S DESIGN AND GUIDES INTEGRAL WITH 1. ALL EROSION AND SEDIMENT CONTROL PRACTI ES WILL BE CHECKED FOR STABILITY DOCK SYSTEMS. AND OPERATION FOLLOWING EVERY RUNOFF - �F )DUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED RE, \IRS WILL BE MADE IMMEDIATELY TO 13. DOCK SYSTEM SHALT_ HAVE A. 3 TO 5 YEAR WARRANTY. MAINTAIN ALL PRACTICES AS DESIGNED. 2. INSPECT SEDIMENT TRAPS AT LEAST WEEKL` ND AFTER EACH SIGNIFICANT ALTERNATE #2 RAINFALL EVENT AND REPAIR IMMEDIATLY. REMO` : SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMEN HAS ACCUMULATED TO ONE-HALF OWNER SHALL PRCVIDE FLOATING DOCK SYSTEM. OWNER WILL SUPPLY CONTRACTOR AN THE DESIGN DEPTH OF THE TRAP. PLACE THE SE )IMENT THAT IS REMOVED IN ALUMINUM HINGE SYSTEM TO BE INCORPORATED INTO CONTRACTOR INSTALLED ABUTMENT. DESIGNATED DISPOSAL AREA, AND REPLACE THE 'ART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT 3. SEDIMENT WILL BE REMOVED FROM BEHIND I-, SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDII ENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARR' R. BOAT RAMP NOTES 4. ALL AREAS WILL BE FERTILIZED, RESEEDED .A� NECESSARY, AND MULCHED 1. CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK. ACCORDING TO SPECIFICATIONS IN THE VEGETATI' : PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 2. CONTRACTOR SHALL POUR CONCRETE RAMPS SUCH THAT ONLY A NARROW STRIP OF 5. INSPECT INLETS AT LEAST WEEKLY AND AFTEF EACH SIGNIFICANT (J" OR GREATER) CONCRETE CAN BE PLACED AND FINISHED IN ONE OPERATION. RAINFALL EVENT. CLEAR THE WIRE OF ANY DEBR ' OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE ARE NOT TO DAMAGE OR UNDERCUT 3. CONTRACTOR S,-ALL EXERCISE GREAT CAUTION IN THE TIMING OF HIS CONCRETE THE WIRE MESH DURING SEDIMENT REMOVAL. REF ACE STONE AS NEEDED. PLACEMEN'S AND NOT GET UNREASONABLY AHEAD OF THE FINISHERS. 4. CONTRACTOR S-IALL BE AWARE OF HEAT AND WIND WHICH WILL CAUSE THE CONCRETE TC S=T OF QUICKLY AND NOT ALLOW PROPER FORMATION OF THE SURFACE GROOVES. 5. `,-R4,TOR SHALL START THE FINISHING WORK OF THE SLAB AT ONE OF THE LOWER CORNE?S -NE' J°W4R'C WIT- -HE GROOVES ORIENTED AS SHOWN. 6, CONTRA..TOR S-TALL KEEP PREPARED SUBGRADE, (UPLAND OF SECTIONS BEING POURED) C_EAN OF DEBRIS, ECT. AND SHALL NOT WASTER EXCESS CONCRETE WITHIN RAMP AREA. FOUR S-OPS S aA!_L. BE CLEAN, KEYED JOINTS PER S105. - CONTRA,TOR S- ALL INSURE THAT REINFORCING REMAINS WITHIN THE UPPER THIRD OF --�E SLAB_ CON CRETL. NOTES 1. REINFORC CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF ACL 2. CONCRE-E COMPRESSIVE STRENGTH AT 28 DAYS: 4000 PSI 3. REINFORCING S EEL: AS T M A615, GRADE 60. 4. MINIMUM CLEAR CONCRETE COVER ON REINFORCING: CONCRETE GIST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES CONCRETE EXPOSED TO EARTH AND WEATHER: 2 INCHES 5. DOWEL AND CCNTINUOUS REINFORCING SHALL HAVE A MINIMUM LAP OF 42 BAR DIAMETERS BUT N DT LESS THAN 12 INCHES. 6. PROVIDE AIR ENTRAINMENT 4 TO 6 PERCENT. 7. MAXIMUM SLUM-: 4" - 6" W/C (MAX.) = 0.45 8. CONCRE-E FINISH: BROOM FINISHED 9. CURING COMPOJND: ANSI/ASTM C309, TYPE 1, CLASS A. 10. USE A SUPERPLASTISZER, AS REQUIRED =OR WORKABILITY, MEETING ASTM C1017 /C10' 7M. 11. PROVIDE FIBER RRNFORCED CONCRETE FOR ALL LAUNCH SLABS. PROVIDE SYNTHETIC MONCF'ILAM=NT (P )LYEDROPYLENE) MICRO -FIBERS IN ADDITION TO REINFORCING SHOWN COMPLYING W;TH )' STM C' 1 6, TYPE III, 1 -0 '-1/4 INCHES. BATCH FIBERS WITH CONCRETE AT R,A. "E C - `•5 1 BS.'C`' BY VOLUME BEFORE YOU DIG STOP CALL 1 800 632-4949 N.C. ONE -CALL CENTER IT'S THE LAW EROSION CONTROL_ NOTE 1. ANY CONSTRUCTION ACTIVITY 3EYOND THE 0. ACRE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE EROSION CONTROL OR! (NANCE AND IS SUBJECT TO FINES. 2. CONTRACTOR SHALL REMOVE t,LL TREES AND VEGETATION WITHIN ROAD RIGHT OF WAYS UNLESS OTHERWISE DESIGNATED TO REMA . 3. CONTRACTOR SHALL RAKE AND REMOVE ROO S, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRAD ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITH IN THE LIMITS OF C NSTRUCTION. 4. CONTRACTOR SHALL COORDINATE WITH OWNEI AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF � NY UNSUITABLE SOILS. 5. CLEARED, GRUBBED, STRIPPED OR OTHER WA TE MATERIALS SHALL, BE REMOVED FROM THE SITE AND DISPOSED OF IN A PROPERLY PEI AITTED FACILITY. 6, THE CONTRACTOR SHALL FURNISH ANY RECj ED BORROW MATERIALS FROM A PROPERLY PERMITTED OFF -SITE FACILITY. 7. ALL GRADED SLOPES MUST BE SEEDED AN[ JLCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. STABILIZE AREAS 0-1- R THAN SLOPES WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS S� )RTER. 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY ENGINEERING =PARTMENT. 9. SLOPES SHALL BE GRADED NO STEEPER THA 3:1. 10. ADDITIONAL DEVICES MAY BE REQUIRED AS DREED UPON BY TF,E FIELD INSPECTOR, ENGINEER, AND OWNER. 11. IF ACTIVE CONSTRUCTION CEASES !N ANY AF _A FOR MORE THAN 15 CALENDAR DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MUL> -D, AND TACKED. GRAPHIC SCA1 E 30 0 15 30 60 120 IN FEET ) 1 inch = 30 ft LEGEND EXIST. SPOT ELEVATION 20.0 PRO. SPOT ELEVATION �- SILT FENCE r, DRAINAGE RUNOFF FLOW�- LIMITS OF CONSTRUCTION CURSHER RUN SURFACE CONC. PAVEMENT �a d E o. a e EDGE OF WOODS EOWDS TOP OF BANK TDB EDGE OF WATER EOW EDGE OF GRAVEL EOG Q N I CN Cn (n V) 0 0 0 1 m m m w z z v w w U w M 00 u�� P4 0000 W�� a w � � O P ;Lr) N L� LCo w 0 L Z M = O a V � u w z z [SHEET Cl of 3 JOB NO. 004-021 H � W o � L w = 0 uj w F � w J � w O a 0 w Cl N� N +20' *15' _EXISTING GRAVEL DRIVE +10' *5' 0' -5' —10' —15' Kelm BEFORE YOU DIG STOP CALL 1 800 632-4949 N.C. ONE -CALL CENTER L IT'S THE LAW GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. me PLAN VIEW — BEAT DAMP SCALE 1' = 10' X SECTI❑N — BEAT Pl'- SCALE H� 1" = 10` V; 1" = 10' NORMAL WATER LEVELS OBTAINED FROM THE USGS SURFACE WATER GAGE LOCATED AT NE CAPE FEAR RIVER/HWY 53 GAGE, LEVELS WERE= INTERPOLATED TO THE SUBJECT SITE, HIGH MONTHLY MEAN (1999) = 53' 2, WATER LEVEL ON 4/28/11 = 22' 3. LOW MONTHLY MEAN (2002) = 1,3' AL ELEVA T I❑NS ARE NGVD29 z a a w w v1 CONTROL JOINT (3/4" DEEP W/ 1/4" PAD) @ 6' O.C. LIGHT BROOMING 1/2" EXP. JT. FILLER ® 48' O.C. D 6' 3000 PSI C❑NC, O a D D D D � • -IIIII-IIII •IIII IIIII-•IIII (IIII-III COMPACTED SUBGRADE NOTES ALL EDGES TO BE EDGED W/ 1/4" PAD CONCRETE SECTION NOT TO SCALE H,C, PARKING SIGN N 1LUE ON H.C. TALL SIDE 9.91931 'HITE BLUE ON H•C. STALL SIDE 10' 8' HZC PARKING DETAIL NOT TO SCALE LEGEND EXIST. SPOT ELEVATION 20.0 PRO. SPOT ELEVATION �— SILT FENCE — — - DRAINAGE RUNOFF FLOW 19 -- LIMITS OF CONSTRUCTION LUC CURSHER RUN SURFACE a a CONC. PAVEMENT 4 a ea e EDGE OF WOODS EOWDS TOP OF BANK .TOB EDGE OF WATER EOW EDGE OF GRAVEL EOCr 0 0 N i o Cn C/) V) CN I m m m >_ m m m o z w 'S U w Lu Lu 0 0 U [SHEET `q��„ua�uiwnxUbhlr�h HIM - C2 of 3 JOB NO. 004-021 CONCRETE APPROACH (SITE SPECIFIC) #4 REBAR 1' O.C. (BOTH WAYS) ADD WD-IN INSIDE CORNER BRACKET TO FIRST FLOATING DOCK SECTION #4 REBAR 1' O.C. (BOTH WAYS) 4" r v O o w > oui U g w = Gw w w J Ix 0 u- 0 o Lu 0 w w 2 N N_ Lu rn in H- •It N W m N � � IX z J SEE SITE PLAN NOTES L ALL DOCK HARDWARE TO BE HOT DIPPED GALVANIZED STEEL EXCEPT AS NOTED BELOW 2, CONNECT FL❑ATING UNIT TO ABUTMENT WITHI 3/4' STAINLESS STEEL HEX HEAD BOLTS AND NY_❑N LOCK NUTS 3. WD-TM SINGLE "T' MALE CONNECTORS ARE TO BE PLACE) ON THE CONCRETE ABUTMENT WD-TF SINGLE 'T' FEMALE CONNECTORS ARE TO BE PLACED ON THE FLOATING DOCK SECTION AS ILLUSTRATED, 4. THE WD-TM CONNECTORS SHOULD BE ATTACHED TO THE ANCHOR BOLTS ON THE OUTSIDE OF FORM WORK T❑ ENSURE FIT AFTER FORM REMOVAL, 5 AN INTERNAL VIBRATOR SHOULD BE USED TO CONSOLIDATE CONCRETE, 6. CONCRETE SHALL BE A DESIGN MIX OF 3500 PSI MIN. WITH A MAX. SLUMP OF 5'• MAX, AGGREGATE SIZE TO BE 3/4'. 7, AFTER FLOATING CONCRETE, PROVIDE A BROOM FINISH ON TOP SURFACE, 8, PLACE 3/4'X 3/4' CHAMFER STRIPS INSIDE THE FORM WORK SO THAT THE FOUR VERTICAL CORNERS AND THE TWO HORIZONTAL TOP EDGES ARE CHAMFER=D, AS SHOWN ON SHEET 3 OF 3. 9, ENSURE THAT ANCHOR BOLTS ARE SECURED SUCH THAT THEY WILL REMAIN ALIGNED DURING CONCRETE POUR, THEY SHOULD BE FASTENED TO THE FORMS WITH NUTS PLACED AND TIGHTENED ON BOTH SIDES OF THE FORMS, CONCRETE ABUTMENT AND FLOATING DOCK ADD VERTICAL PIECES OF REBAR AT EACH INTERSECTION AROUND THE PERIMETER. 1/2' DIA• GALVANIZED 411 , STEEL ANiCHOR BOLT 16" NOTE: SUPPORT LOWER GRID WITH CON( CHAIRS SCALE NTS NOTE: REBAPS NOT SHL VN IN THIS vIEV 4.3/8' - L I� y. FOLLANSBEE PART WD-TM SINGLE 'T' - ANCHOR BOLT DETAIL roI Irvnl cN L_ /2" in, r I� I..�ig� �2• ❑NCRCTC ABUTMENT SCALE NTS PLAN VIEW SIDE VIEW 3/4'x 3/4' CHAMFER STRIPS s' 115-1/2' 1/2'x 7' BOLT CONSTRUCT ALL FORM AT EACH CORNER FACES WITH 3/4' PLYWOOD NOTE, DRILL HOLES AFTER TACKING WHALERS TO THE FORMS. NOTE THE L❑CATI❑N OF THE 2'x 4' 'S NEAR THE FOLLANSBEE PART WD-TM SEE NOTE 8 ON SHEET 1 OF 3 MAY NEED TO BE ADJUSTED TO FOR CHAMFER STRIP PLACMENT FIT THE PART AND THE 2'x4" STUDS ANCHOR BOLT ASSEMBLY 16" 16' O.C. 4-3/8" - I 24- ° f ---r- 2'x >>° 'WHALER TYP, CONNEC WITH 16d FOB M NAILS OR 3"x 5/15' BOLTS F❑LLANSBEE PART WD-TM SINGLE 'T' /MALE OR EIIUIVALENT. EXTEND 1/2' ANCHOR BOLTS THROUGH FORMS, AND FASTEN TO FORM WITH FLAT WASHERS AND 1/2' NJTS• `L 2"x4' S ,-UDS 16" '_.6' ❑,C. ROM CENTERLINE 9 REUSABLE C❑NCRET- F-R_'1S SCALE NTS E MALE/FEMALE CORNER BRACKETS ARE USED AT THE ❑UTSIDE CORNERS OF AJOINING FLOATING SECTIENS. STANDARD OUTSIDE CORNER BRACKETS ARE USED ON THE LAST FLOATING SECTIDN OF EACH DOCK. NOTE FLCA'ING UNIT WHICH ATTACHES TO CONCRETE ABUTMENT SHALL BE MODIFIED AS ILLUSTRATED BRACKET (MALE' 3RACKET (FEMALE OUTSIDE CORNER BR F-I F7 A TTNIr- T1I-1r�V (-`I-1NINIF-TTI-1NI TiI T A TI � -ONGITUDINAL BARS = #7's TRANSVERSE BARS = #4's USE 4 5' CHAIRS UNDER THE #7's END VIEW + 4' USE A GROOVING TOOL TO PLACE 2' GROOVES AT A 45 DEGR=E ANGLE DOWN THE LENGTH OF THE RAMP, USE AN EDGE TOOL TO REDUCE CHIPPING AND SPOILING. EXTEND #7 REBAR PAST THE FORM 1' IN ORDER TO GIVE 'POLRED ON GRADE' SLABE A POSITIVE ATTACHMENT. POUR SLAB ON LAND PARALLEL AND IN LINE WITH THE PROP'SED LOCATION, oPTER LETTING CONCRETE CURE FOR 21 DAYS, PUSH IN WITH A DOZER, CAT D6 OR EQUIVAL IN PLACE ;LOCATION SHOULD LEAVE ENOUGH OUT ❑F WATER -: POUR THE NEXT SECTION WITHOUT WET CONCRETE TOUCHING THE WATER. PROPER SLOPE IS 14% PROPER BASE FOR SLAB IS 1' OF SMALL RIPRAP OR SURGE S- ONE COVERED BY 6' OF #5, #57, OR #4 STONE. PUSH SLAB DESG SALE NT' SCALE NTS RESERVED PARKING a0 �JN.. 12" 1'-6" X 0.080 STD ALUM HANDICAPPED PARKING SIGN -0 REAL "RESERVED BARKING" WITH IDEN71FICATION SYMBOL. BOL- TO WD. POST W/)6"CADMIUM PLATE[ VUTS. BOLTS ANC WASHERS. 9' x 1'-0"x 0.080 STD ALU'.' SIGN TO READ "VAN ACCESSIBLE". BOLT TC .iD. PO�,T WTH %"CADMIUM PLATED N, -S, BOL'S AND WL7-ERS, 9" X 1-'-0" X 0.080 STD AL I.'. SIGN TO MAXIMUM PENALTY $250". L =LT TO WE,. POST W--- 3A"CANDIUM PLA-= NUTS BOLTS -',D WASHERS. GALVANIZED 2/LBS U-+CHA".' 3/8" 1-1/2" R 3/8" 1-1/2" R (TYp) (TY°� T ( YPl Trc;) MAXIMUM -- r To) PENALTY $250~ �� VAN ACCESSIBL I 3( i Iit,LEGEND AND BORDER GRE=< _ -_•.HE`D AND BORDER BACKGROUND - WHITE p ACKGROUN . - WHIT L FASTEN STRINGERS TO INSIDE J❑ISTS WITH _ IA PP, 8 ' 1 SEE DWG. 3,4 16' FOR SCHEMATIC GALVENIZED NAILS i �i S x 4 x 113" EPS FLOATS —2' X 6' DECK B[IARDS —4' X 6' INSIDE JOISTS —2' x 6' CROSS STRINGERS 23' 26-1/2' WOODEN FLOATING I ]CK DETAILS O N F,LTeR o A ORIC ACT SCALE N- S ISOMETRIC SILT FENCE [ ETAI L NOT TO SCALE S�TNeTiC � (�Yp•) FI�TeR f; AgRIC MI1N� SEE DWG, 3,4 FOR SCHEMATIC >TEN 2' X 6' 's PERIMETER BAND -H 8d NAILS 0 N I r� V) m NO 0 0 0 1 m m } m m m m 0 z w 0 z a O w _ U cl N a O N o QJ I--+ 2_4 W � T� V 1 � Z n T^ INCtn tn M B,�Pa �/Neltwuut j Lo N Z O Q Clio� U w Z 0) 0 Q o t:�) Q) U '� 0) co ti O cn _ V 0.1 z W L7 Z SHEET C 3 of 3 JOB NO. 004-021