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HomeMy WebLinkAbout1998 - Car Wash Addition Paving & Drainage Site Plan/ 1 22.3 S B ITIAN EXISTING 12' ``'8� H H ANES /CONCRETE DRIV / ,' C� �(' Urr 30 R � -1 D � ✓ � � 4"x24" R3 -2 2 2..0 SE Ti / S Q HIGH - N / �� QO o`' Op�� EXISTING 3 DAHOON HOLLEY �] PR JECT / / ✓ / �Q �� ya J - . TO B RELOCATED TO NORTH 1 2'D'x i BW' CONCRETE PAD FOR DUMPSTER � 23 6 / / ` P cz r CHESSER'S /�° �O \ PRO RTY LINE. ADD AN W/ 6' HIGH MASONRY WALL 3 SIDES AND SEBASTIAN �j ST FMi AP L AT10N 23.20 ��� / / `��' ��� ADDI I NAL 3 HOLLEY TREES GATES. (RELOCATED DUMPSTER) HIGHLAN �'FFtiG 2'R 2 +�i\per E��O ALONG CAR WASH DRIVE. EXISTING WAX MYRTLE AND VIBURNUM T � i �� C HEDGE FO BE RELOCATED TO NORTH 1 CHESSER'S w w 8 9° 3 2 5 6 2 3 4. A PROPERTY LINE. � h GAP a / / • 1 22 QO / ®� \ - ----------- o EXISTING HEDGE TO REMAIN 'Q O / / N - --- _ - ---0 W ® / 2 024. 1 _ N `Jl/ N 4�\ lV r 4 �#0 �' C SEBASTIAN m �'c ; . ,\` �`1 � 4.5' HIGHLANDS rn J�OOPO J 24.30 ISTING PIN TREE o \ 4.20 C 4 50 0 BE RE VED) LOCATION MAP SAW T/MATCH EXISTING ?0'F A NTS Z • 2 �t u/ OF PAVEMENT f� 24. 0) / 23 0 - SITE LEGEND 2 h o 6 / o \ 24.00 W / \� 2,4.3 `O EXISTING SPOT ELEVATIONS E.O.P. EXISTING EDGE OF PAVEMENT rm nn N PROPOSED SPOT ELEVATIONS F.H. EXISTING FIRE HYDRANT 07 23 0 5 2zia� �E}�° �OJ 2 0 ,ti. G.V. a� / 3 F / �POO �OQOQ \ �L 7 60, ^�-- DRAINAGE FLOW ARROWS pd EXISTING GATE VALVE Q / Q11" / 2 3 r05 O / �O� �i �� O 3.50 4. 0 z0" I 24, '0, G�00� / �O / zzO TRAFFIC FLOW ARROWS P.P. EXISTING POWER POLE W 19.4 �p vJ / �?• 1;2 8 / 24. Y 0 / 12" 0 c4 00 V ti O1a 16, / 2 0 0 / .00 ® � 21.8 � HANDICAPPED SYMBOL Q,I-{,W. OVER HEAD ELECTRIC 24. /?, 2424 45 O 23.38/2 .4 / FT / \ , h� / � EXISTING PINE TREE AND SIZE ® EXISTING SANITARY SEWER EXISTING R5-1 DO �•J ® 2 40 NOT ENTER SIGNS `� / • �OQ- \ 26" O 1 r�✓r \\ 4.2 oo 2.10 / ` O 30 \ .IFS, 2 0 •2 \ a, 4. 0 14" 22.5 / 2 3 5 Owe ° O�`P / \ `L • ` �� Q� `�� �� 4.00 �O� 23.9 24.00 �, 26" 'S LIG TTIPOLE / c!! O LOCAON (TYP. OF 4) / 30" Gj / \ / 22.7 2 .6 / O � /13.4 2 .8 _ FUTURE_ \ 23.50 Oo� ��z / / PUD DEVELOPMENT •14" 23.9 (TO REMAIN) 14" EXISTING PINE TREE AND SIZE L.P. PROPOSED LIGHT POLE (TO BE REMOVED) DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 1� 23.00 21.00 19.50 20 23.00 20.83 20.83 19.50 TYPE "C" CATCH BASIN 3O 23.00 20.61 20,61 19.80 TYPE "C" CATCH BASIN ® 23.00 20.84 20.10 TYPE "C" CATCH BASIN 0 23.00 20.60 20.60 21.00' 20.50 TYPE "C" CATCH BASIN © 23.0O 20.35 20.35 20.50 TYPE "C" CATCH BASIN 7U 23.8t' 20.40 20.45 20.45 20.00 4'0 STORM MANHOLE ® 22.70 19.10 19.10 18.60 TYPE 'E' CATCH BASIN EXISTING STRUCI URE 19.80 I 19.6E r DROP It•.;LET U1 :E � � Ql Q O I O -N 11 O SO O N N W M a O r= W Z Q Q tO i > ® w 0 Q m Z C) W P W Z t ILL O ~ 0 J r 4 U z`�w�x V N toLLL O 4 cc 'o SITE INFORMATION / 22.5 �y°., / OWNER BUILDING HEIGHT uj 't V h BAYROCK INVESTMENT COMPANY EAVE HEIGHT = 14'-8" 6a 22.8 11°1 23. 0 / 401 EAST BOULEVARD, SUITE 210 Q vJ CHARLOTTE, NORTH CAROLINA 28203 CONSTRUCTION SCHEDULE 0 / 704-344-1 1 47 za s� ATTENTION: MR. MATT BOGDOVITZ START CONSTRUCTION NOVEMBER 1998 2 3 \ Sc! 'sue D t • r 2-3/0/ END CONSTRUCTION MAY 1999 SURVEYOR 22.6 �� O 23.04\ y�P '``L / / JAMES A. FOWLER SURVEYING PERMITS REQUIRED 238 \ ? VER - 7TH AVENUE �/ ��C �� Q� VERO BEACH, FLORIDA 2960 CITY OF RIVER ACOUNTYITRIGHT OF WAY ° PERMIT \ \ O� �� O VAL O� / 1 -561-562-4744 \ !F9 P .00 / ARCHITECT FLOOD ZONE IAT THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' e \ LLE D ASSOCIATES, ARCHITECT PER F.I.R.M. PANEL No. 12061 CO078 E, DATED MAY 4, 1989. \ 605 BAXTER STREET JOHNSON CITY, TENNESSEE 37601 \ \ �-n.08 \ F�,q! S0l� QQpQ ���O,OP 70, 2 .8 / 423-926-2727 SURVEY BENCHMARK \\ 2219 \ �'J�`� / TOP OF SANITARY SEWER IN CENTER OF SOUTH FLEMING STREET ZONING 43 FEET BACK OF C.R. 512 INTERSECTION. BENCHMARK ELEVATION \ TOOT \ \ \ PU�_C -� = 24.00' \ �q A F \ \`� b �� q°s '5 ��o� 2 . 0 / EXISTING ELKS CLUB / \ tiyo� B \ < o �� F°� l DRAINAGE DATA Q \ o! S \ \ O� Q \ p �i 23. 5 FIN. FL. EL. 23.96' �� ADJACENT ZONING N THE SITE IS LOCATED IN THE EXISTING CHESSER'S GAP PUD. !)�qT� SqQ TO C?S I NORTH C-512 (VACANT) DRAINAGE FOR THIS PARCEL HAS BEEN APPROVED BY THE v 4 \ �i D ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT AS PART OF SOUTH PUD-C ARNETT BANK p°O \\O�FrI gyp, ���� � �COSTw ELF O I \ ) THE OVERALL CHESSER'S GAP PROJECT. THE APPROVED MAXIMUM O�pJ F STC� ? cT �? © \ EAST PUD51 ELK'S CLUB) PERCENT OF IMPERVIOUS AREA ALLOWED FOR THE EXISTING LOT F S \ 0 P� \O� ° �� T e O (� TO g WEST CR-512 �CBR-512) �i \ O 7• S O \ IS 80%, THE PROPOSED IMPROVEMENTS FOR THIS LOT HAVE A 6' �O�> 7, T /�,�� F��T,� 23 0 \ SITE DATA (EXISTING) MAXIMUM IMPERVIOUS AREA OF 42.9%. �' 'r`I��FQ� ' ? \ SITE AREA = 59,968 SF = 100.0% 1.38 Ac WATER SOURCE Q \�9iti \ \ ��Q �OQ LTOp�STj \ F TFQ O 2 0 G, o \\ O F! ? 6 T c 9 23.10 'x722.56 1 �O T4v F! �6 �7 \\ 48 HOURS BEFORE DIGGING ' 9'8' \ �\ \ F 2 119 'o CALL TOLL FREE 9 \ �iSTi1 2 . 20 1-800-432-4770 c A� U. N. C. L . E. NOTIFICATION CENTERERGRTIL I TIES F��ST \ \c �qti \ tic \ 'TqQ 23.19 22.73 ALO N\ F� 23.35 \ \ ! 22.88 VING AND INA E ITE PLAN N F, \\ s s> � II 1" = 20'-0" gtiyO, \\ PEED LIMIT NOT POSTED BUILDING AREA = 1,782 SF WATER TO THE SITE IS AVAILABLE VIA AN EXISTING INDIAN RIVER COUNTY O PAVEMENT AREA = 22,542 SF WATERMAIN LOCATED ALONG THE WEST SIDE OF FLEMING STREET. CONCRETE WALKS, PADS = 1,420 SF F 0 TOTAL IMPERVIOUS AREA = 25,744 SF = 42.'!% TOTAL OPEN AREA = 34,224 SF = 57.,% SEWER SOURCE SITE DATA (PROPOSED) SEWER TO THE SITE IS AVAILABLE VIA AN EXISTING INDIAN RIVER COUNTY GRAVITY SEWER MAIN LOCATED ALONG THE CENTERLINE OF FLEMING STREET. SITE AREA = 59,968 SF = 100.0% = 1.38 Ac ( f `,` V' EXISTING BUILDING AREA = 1,782 SF `.01 1i `/ I PROPOSED CAR WASH = 540 SF SITE ADDRESS OCT O ''g98 TOTAL BUILDING AREA = 2,322 SF FLEMING STREET EXISTING PAVEMENT AREA = 22,542 SF SEBASTIAN, FLORIDA 32958 PAVEMENT(TO BE REMOVED)=; 1,325 SF PROPOSED PAVEMENT AREA =' 3,319 SF �'" TOTAL PAVEMENT AREA = 24,536 SF LEGAL DESCRIPTION a' z 288 EXISTING CONCRETE AREA = 1SF A PORTION OF SECTION 13, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN PROPOSED CONCRETE AREA = 216 SF CONCRETE(TO BE REMOVED)= SF RIVER COUNTY, FLORIDA MORE PARTICULARLY DESCRIPED AS FOLLOWS: TOTAL CONCRETE AREA = 1,SF 206 BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, CHESSER'S GAP SUBDIVISION TOTAL IMPERVIOUS AREA = 31,762 SF = 47.0% AS RECORDED IN PLAT BOOK 13, PAGE 76, OF THE PUBLIC RECORDS OF INDIAN TOTAL OPEN AREA = ,62 SF = 53.0% �w RIVER COUNTY, FLORIDA, RUN NORTH 51' 49' 23" WEST ALONG THE NORTHERLY INCREASE IN IMPERVIOUS AREA = 2,462 SF = 4.1 % RIGHT-OF-WAY OF SOUTH FLEMING STREET, 183.00 FEET TO THE EXISTING SOUTHERLY RIGHT-OF-WAY OF COUNTY ROAD 512; THENCE NORTH 38" 10' 37" LU EAST, ALONG SAID RIGHT-OF-WAY 254,58 FEET TO A POINT ON THE NORTH LINE z PARKING DATA OF SECTION 13, TOWNSHIP 31 SOUTH, RANGE 38; THENCE SOUTH 89' 32' 56" > Q EAST, 234.25 FEET TO THE NORTHWEST CORNER OF AFOREMENTIONED LOT Zt!1 PARKING REQUIRED THENCE SOUTH 38' 10' 37" WEST ALONG THE WESTERLY LINE OF LOT 00.81 Q L GAS STATION = 8 PUMPS (1 SPACE/PUMP) = 8 SPACES FEET TO THE POINT OF BEGINNING. w CONVENIENCE STORE = 1,782 SF (1 SPACE/200 SF) = 9 SPACES CONTAINING 1.38 ACRES. vn TOTAL SPACES = 17 SPACES PARKING PROVIDED = 19 SPACES (10 STANDARD, 1 HANDICAPPED TRAFFIC STATEMENT SHEET AND 8 AT PUMPS) CONVENIENCE STORE/GAS STATION TOTAL TRIPS = 1,782 SF x 214.75 TPD/1000 SF = 7- .4 IPS El OF 97-226E - 112" TYPE 5 -1 HANDICAPP90 PARKING ------- A51'HALTIC CONCRETE CONSTRUCT 6" COQUINA OR 51&N PER FTP-25 LIME ROCK DA5E COMPACTED TO 967 MAX. DRY DENSITY PER AA5HTO T-180 METHOD, LDR 100 DISAILED PFRWIT OmLy 00 GLUE 12'_ 5TADILIZED 5UI5&KADE MIN. DEPTH FTP - 25 OF 6", COMPACTED TO 987 MAX. DRY DENSITY PER AA5HTO T-160 METHOD, WHITE Lj MIN. F5V 50 P51. 12' MIN. FLEXIBLE PAVEMENT SECTION NOTESPERPENDICULAR N.T.S. 1. TOP PORTION OF FTP 25 SHALL HAVE A REFLECTIVE DLUE 15ACK&KOUND WITH REFLECTIVE 5YMf50L AND 150KC)ER. 2. DOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE DACK&KOUND WITH SLACK OPAQUE LEGEND AND E50KIDEK. SAW -CUT AND TACK 3. FTP 25 15 FOR USE IN AKEA5 WHERE SPACE 15 LIMITED, COAT EX15TIN& EDGE f-o" 4. HEIGHT SHALL DE 7 FEET MEA5URED FROM THE GROUND EXISTING A5PHALl PROPOSED ASPHALT PAVEMENT OR SIDEWALK TG) THE BOTTOM OF "PERMIT ONLY" 516N OR 6 FEET TO THEef5OTTOM OF $250 FINE" 51&N. HANDICAPPED PARKING DETAIL EXISTING DA5E PROPOSED E5A5E EX15TIN& 5U15-&K IADE _PKOP05ED 5UD-6KADE PAVEMENT SAW -CUT AND BUTT JOINT N, T. S, , 5" UNPEINFOPCEC) CONCRETE (F'C -3000 P.5.1.) ILL 4 4 e 6" 5TA151LIZEP 5U15-GRADE FL3V OF 50 P.5.1. COMPACTED TO 98Z MAX. DRY DEN51TY PER AA5HTO T-180 METHOD CONCRETE PAVEMENT SECTION NT5 (ALTERNATE) MATCH EXISTING GRADE SAW -GUT EX151ING7 ASPHALTAT SAW -GUT EX I5 ING PROPOSED A5PH/ LT CONCRETE PAVEMENT 7 5TADILIZED iL5UE5cvKADE it PAVEMENT SAW -CUT AND BUTT JOINT N. T, S. (ALTERNATE) 314" fz. : \0 PAVEMENT M@kED 6" CONCRETE CURB NTS r 10iml SLOPE PLAN -xc-x-, X-k X-7---7X A I 1=1 I ITI I A I I I JEE1 I I= --6X6 VVI.4/WI.4 WWF CONCRETE SIDEWALK DETAIL N,T.S ___-&I9Er_TlON OF FADRI lu ACKFIL 5ILT -13ARRIER Rvil , I 1- 11 T_ (FAf5KlC FENCE) TRENCH mir - - - - MIT-ii 16" TOE IN FLAJ _L SODDED 5L to EX15TIN& GRADE 7�m TOE OF 5LOPC-� 1 -.0- VARIES FAffflC FENCE 5lLT-GAF FlEK -i TWO (2) rHKOU&H DALED HAY 5lLT-GAF KlEK FEKIMETE( , EK05ION AND SEDIMENT CONTKOL NOTE5- 1. CONTRACTOR 15 REQUIRED TO PREVENT ANY 5EDIMENT TRANSPORT FROM THE PROJECT 51TE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER DALED HAY OR FABRIC FENCE TYPE SILT f5AKRIEK 15 ACCEf"TADLE. THE DARKIEK MUST REMAIN IN PLACE UNTIL UPLAND VEGETATION 15 E5TAE51-15HED. 2. DEFORE REMOVING 5ILT DAKKIEP, CONTRACTOR 5HALL COLLECT AND D151"0515 OF ANY ACCUMULATED 5ILT. 5ILT FENCE DETAIL N.T.S. r- 0) 0) GENERAL NOTES EROSION AND SEDIMENTATION CONTROL NOTES r- 0) 1. CONTRACTOR 15 RE5PON5113LE FOR CHECKING ACTUAL 51TE CONSTRUCTION ACTIVITIES CAN KE5ULT IN THE GENERATION OF SIGNIFICANT CONDITIONS DEFORE STARTING CONSTRUCTION. AMOUNTS OF POLLUTANTS WHICH MAY REACH 5UKFACE OR GROUND WATERS. 5 ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS 15 SEDIMENT DUE TO 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL DE f5KOU&HT TO THE EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER E50DIE5 Q ATTENTION OF THE ENGINEER DEFORE COMMENCING WORK. OF FLOODPLAIN5 HAVE SEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, 5I0LOC71CAL AND CHEMICAL fKOfEKTIF-5. TRANSPORTED SEDIMENT CAN 0 3. CONTRACTOR SHALL Of5TAIN ALL REQUIRED 15UILDIN& PERMITS Of35TKUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER f50DIE5 '�rl DEFORE COMMENCING, WORK. OF FLOODPLAIN5, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND ELIMINATE DENTHIC, INVERTEE5KATE5 AND F15H 5FAWNIN& 4. CONTRACTOR SHALL DE KE51"ON5113LE FOR LOCATION OF ALL 5UD5TKATE5 DY SILTATION. EXCF-551VE 5U5fENDED 515DIMENT5 REDUCE EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. rz CONCERNED UTILITIE5 AT LEA5T 48 HOURS IN ADVANCE FOR MINIMUM STANDARDS a. 0 a 1102 6z now CONSTRUCTION OPERATIONS. W, 0 Z, 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO DE MADE 1. SEDIMENT DA51N AND TKAP5, PERIMETER DIKE5, 5EDIMENT 13AKKIEK5 0 WITHOUT PRIOR APPROVAL OF THE ENGINEER, AND OTHER MEA5UKE5 INTENDED TO TRAP SEDIMENT SHALL DE GON5TRUCTED A5 A FIK5T STEP IN ANY LAND-ID15TKIDUTINE, ACTIVITY 6. ALL CONSTRUCTION SHALL DE COMPLETED IN ACCORDANCE WITH THE AND 5HALL DE MADE FUNCTIONAL 15EFORE UN51-OPE LAND D15TUKDANCE APPLICADLE ORDINANCES OF CITY OF 5EDA5TIAN, FLORIDA. TAKES PLACE. 7. E50UNDAKY AND TOPOGRAPHIC INFORMATION PREPARED DY JAME5 A. 2. ALL SEDIMENT CONTROL MEASURES ARE TO DE ADJUSTED TO MEET FIELD Ir 0 FOWLER, INC., DATED 2/26/97. ALL ELEVATIONS ARE CONDITION5 AT THE TIME OF CONSTRUCTION AND DE GON5TRUCTED ,�? ASSUMED PER DENCHMAKK REFERENCED ON TH15 SURVEY. PRIOR TO ANY GRADING OR D15TURDANCE OF EXISTING SURFACE MATERIAL ON DALANGE OF SITE. PERIMETEK SEDIMENT 6ARRIER5 SHALL DE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING -i jh � cf) < 6. CONTRACTOR SHALL SUPPLY DENSITY TE5T5 TO ENGINEER ON ALL OR FLOATING ON TO ADJACENT PROPERTIES. 5Ub-GRADE AND f5A5E. TE5T5 SHALL DE PREPARED PER A5HTO T - 160 METHOD. 3. PERMANENT OR TEMPORARY 501L 5TADILIZATION $HALL DE APPLIED TO DENUDED AKEA5 WITHIN SEVEN DAY5 AFTER FINAL GRADE 15 REACHED 9. 5L.OPE GRADES FROM ELEVATIONS SHOWN TO EX15TIN& GRADE AT ON ANY PORTION OF THE SITE. TEMPORARY SOIL 5TADILIZATION PROPERTY LINE. SHALL 15E APPLIED WITHIN SEVEN DAY5 TO DENUDED AKEA5 THAT MAY 10. ENGINEER SHALL DE NOTIFIED AT LEAST 46 HOUK5 ADVANCE FOR NOT DE AT FINAL GRADE PUT WILL REMAIN UND15TUKDED FOR LONGER IN THAN 30 DAY5. PERMANENT 5TADILIZATION SHALL DE APPLIED TO 6 ANY INSPECTION. AKEA5 THAT ARE TO 15E LEFT UND15TUKf5ED FOR MORE THAN ONE YEAR, 11. CONCRETE PAVEMENT ALTERNATE SHALL DE PROVIDED WITH 4. DURING CONSTRUCTION OF THE PROJECT. 501L STOCKPILES 5HALL_ DE CONTRACTION JOINTS (20' MAXIMUM SPACING) WITH DEPTH. 5TADILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEA5UKE5, THE u APPLICANT 15 KE5fON5II3L_F_ FOR THE TEMPORARY PROTECTION AND 12. CONCRETE PAVEMENT ALTERNATE 5HALL DE PROVIDED .WITH A PERMANENT STADILIZATIDN OF ALL SOIL STOCKPILES ON SITE A5 WELL PIGMENTED IQUID MEMBRANE CURING COMPOUND CONFORMING TO THE A5 501L INTENTIONALLY TRAN5PORTED FROM THE PROJECT SITE. REQUIREMENTS OF A5TM IDE51&NATION 1301. 5. A PERMANENT VEGETATIVE COVER 5HALL DE E5TA151-15HED ON DENUDED 13. ALL TRAFFIC CONTROL DEVICES 5HALL 15E IN ACCORDANCE WITH AKEA5 NOT OTHERWISE PERMANENTLY 5TADILIZED. PERMANENT M.U.T.C,D, 5TANDARD5. VEGETATION SHALL NOT DE CONSIDERED E5TA6LI5HED UNTIL A GROUND COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 .0 14. ALL CONSTRUCTION SHALL DE IN ACCORDANCE WITH THE FLORIDA UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EK0510N. 0 [DEPARTMENT OF TRANSPORTATION "5TANDARD 51"ECIFIGATION5 FOR 411 0 C4 ROAD AND DKID&E CONSTRUCT ION", DATED 1994. 6. 5TA131LIZATION MEASURES 5HALL (515 APPLIED TO EARTHEN 5TKUCTURE5 ui :D 0 r- 5UGH A5 IDAM5, IDIKE5 AND DIVEK5I0N5 IMMEDIATELY AFTER Z 15. ALL PARKING SPACE MARKIN&5, WITH THE EXCEPTION OF THE IN5TALLATION, 0 Z' HANDICAPPED PARKING 5PACE5, 5HALL DE WHITE REFLECTIVE a < 0 cc DEPARTMENT PAINT AND IN ACCORDANCE WITH THE FLORIDA DEPAKMENT 7, SURFACE RUNOFF FROM D15TURDED AREAS THAT 15 COMPRISED OF FLOW 0 OF TKAN5POKTATION IF.D.O.T.) STANDARD SPEC IFICATIONS FOR FROM DRAINAGE AREA5 GREATER THAN OR EQUAL TO THREE ACKE5 $HALL U) _j LL ROAD AND f5KID&E CONSTRUCTION, 1994, SECTION 710. DE CONTROLLED DY A SEDIMENT DA51N. THE 5EDIMENT DA51N SHALL 9t ti 0 13E DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED J 16. ALL HANDICAP PARKING 5PACE5 SHALL DE SIGNED AND MARKED IN 5EDIMENT LOADING FROM THE LAND-DI5TUKf5IN& ACTIVITY, THE 0D ui x ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN 5TANDARD5 OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE z 0 W) W Z INDEX NO. 17346. TOTAL DRAINAGE AREA FLOWING THROUGH THE DI5TUKf5ED AREA TO DE 0 '1 C4 im 0 I LL SERVED DY THEBASIN. z 0 a cc 17, ALL PARKING 5TKIFE5 WITH THE EXCEPTION OF HANDICAPPED 4 ui 5PACE5 SHALL DE 4" WIDE, WHITE REFLECTIVE TRAFFIC PAINT. 8). AFTER ANY SIGNIFICANT RAINFALL, 5EDIMENT CONTROL STRUCTURES > WILL DE INSPECTED FOR INTEGRITY, ANY DAMAGED DEVICES 5HALL SE >_ CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOFF 5HALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN 5TKUCTUKE. 0 PrOFERTY LINE 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL DE PROVIDED. VARIES 18' 24' 20' 5' fl. SEDIMENT WILL DE PREVENTED FROM ENTERING ANY STORM DRAIN �"DE SYSTEM, DITCH OR CHANNEL, ALL STORM SEWER INLETS THAT ARE GREEN PARKING DRIVEWAY PARKING MADE OfERADLE DURING CONSTRUCTION SHALL DE PROTECTED 50 THAT AREA WALK 5EDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE 5Y5TEM PKOPDSEID CUKDIN& WITHOUT FIK5T 5EIN& FILTERED OK OTHERWISE TREATED TO REMOVE )SEE DETAIL) 5EDIMENT. MATCH EX15T.-\ GRADE PLACONSTRUCTEDORE SLOPEF.F. 1 EX15T. f5LDG,. : 24.50 TEMPORARY OR NEWLY CONSTRUCTED 5TOKMWATEK CONVEYANCE 4.4 ' CHANNEL-5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND 24.3vARIE 4.0 ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING 5HALL DE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND KECEIVIN& CHANNEL. PROPOSED fAVEMENT (5EE [DETAIL) 13. WHEN WORK IN A LIVE WATERCOURSE 15 PERFORMED, PKECAUTION5 EXISTING PAVEMENT SHALL DE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 5EDIMENT TRANSPORT AND 5TAE51LIZE THE WORK AREA TO THE &KEATE5T EXTENT Lu 5AWCUT/MATCH EXISTING EDGE OF PAVEMENT F05515LE DURING CONSTRUCTION. NONERODIDLE MATERIAL 5HALL DE U) U5ED FOR THE CON5TRUCTION OF CAU5EWAY5 AND COFFERDAMS.S) E FOR THESE STRUCTURES IF ARMORED 15Y EARTHEN FILL MAY DU5ED w E T 10 N NONEKODIDLE COVER MATEKIAL5, A 14. WHEN A LIVE WATERCOUK5E MUST DE CROSSED DY GON5TRUCTION Z VEHICLES, A TEMPORARY STREAM GR055INC, CONSTRUCTED OF 0 NONEKODIDLE MATERIAL SHALL DE PROVIDED. Z 15. THE DED AND 15ANK5 OF A WATERCOURSE 5HALL [515 5TADILIZED rvo IMMEDIATELY AFTER WORK IN THE WATERCOURSE 15 COMPLETED. W, 24' 16, 5' lb. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL da-A Li 5TRUCTUKE5 MUST DE PROVIDED TO ENSURE INTENDED PURPOSE 15 DRIVEWAY PARKING GREEN ACCOMPI-15HED, THE DEVELOPER, OWNER AND/OK CONTRACTOR SHALL 15E z ARE CONTINUALLY K155PON551-15 FOR ALL 5EDIMENT LEAVING THE PROPERTY. 5EDIMENT CONTROL MEA5UKE5 SHALL DE IN WORKING CONDITION AT THE EX15TIN& CURD ENE) OF EACH WORKING DAY. - (TO DE REMOVED) SLOPE PLAN EXIST. SLOG.17. F.F., 24.50 UNDERGROUND UTILITY LINES 5HALL DE IN5TALLEC) IN ACCORDANCE WITH THE FOLLOWING 5TANDARD5 IN ADDITION TO OTHER APPLICADLE VJ VARIES CRITERIA, S24.024 n7 A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT 0 ONE TIME. z PAVEMENT fR'rl5E EX15TIN& PAVEMENT PROPOSED CURSING D. EXCAVATED MATERIAL 5HALL DE PLACED ON THE UPHILL SIDE OF 5AWCUT/MATCH EXISTING (5EE DETAIL) 5 EDGE OF PAVEMENT TRENCHES. U PROPOSED PAVEMENT (5EE DETAIL) C. EFFLUENT FROM DEWATEKIN& OPERATIONS SHALL DE FILTERED OR PA55ED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR DOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY 6.4 AFFECT FLOWING 5TKEAM5 OR OFF-51TE PROPERTY. SECT ION D. 9155TADILIZATION SHALL 13E ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 18. WHERE CONSTRUCTION VEHICLE ACCE55 ROUTE5 INTERSECT PAVED fUE5LIC, ROADS, PROV15I0N5 SHALL DE MADE TO MINIMIZE THE re bdm TRANSPORT OF 5EDIMENT DY TRACKING ONTO THE PAVED SURFACE; < WHERE SEDIMENT 15 TKAN5PORTED ONTO A rUf5LIC ROAD SURFACE WITH uj CUK155 AND GUTTERS, THE ROAD SHALL DE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT 5HALL DE REMOVED FROM THE KOAD5 E5Y 0 f OPERTY LINE SHOVELING OR SWEEPINGAND TRANSPORTED TO A 5EDIMENT CONTROL DISPOSAL AREA. STREET WASHING 5HALL DE ALLOWED ONLY AFTER z 10' 12' SEDIMENT 15 REMOVED IN TH15 MANNER. TH15 PROV15ION SHALL APPLY TO INDIVIDUAL 5U5DIVI5I0N LOTS A5 WELL A5 TO LARGER GREEN CAR WASH DRIVE LAND -ID15TRIDUTING ACTIVITIES. AREA 19. ALL TEMPORARY EROSION AND 5EDIMENT CONTROL MEA5UKE5 5HALL DE REMOVED WITHIN 30 DAY5 AFTER FINAL 51TE 5TADILIZATION OR AFTER MATCH EX15T, THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF 0 MATCH EX15T. GRADE GRADE THE REVIEWER. D15TURDED 501L AKEA5 RESULTING FROM THE AT PROPERTY LINE SLOPE PLAN Q151"05ITION OF TEMPORARY MEASURES SHALL 15E PERMANENTLY fK P05ED CUKE5IN& 5TADILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 24.3 24.3 (5E DETAIL) 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION 51TE - - - - - - 5HALL DE PROTECTED FROM 5EDIMENT C)15PO51TION AND EROSION. e- 4;AI 2 PROPOSED 21. PHASED PROJECTS SHOULD DE CLEARED IN CONJUNCTION WITH co PAVEMENT CONSTRUCTION OF EACH PHA5E. (5EE DETAIL) PiN 2.2. EROSION CONTROL DESIGN AND CONSTRUCTION 5HALL FOLLOW THE vi KEQUIREMENT5 IN INDEX NO5. 101, 102 AND 103 OF FDOT ROADWAY LLJ < AND TRAFFIC, DESIGN 5TANDAK5TANDARD5I­_ 5EOT ION cn --A( 23. THE REVIEWER MAY APPROVE MODIFICATION5 OR. TO THESE m /Al_,,�/KPLAN5 ER0510N CONTROL CRITERIA DUE TO 51TE 5f'!EC iC, GON IONS. CO� z Lli (f) HOURS 4 48 BEFORE DIGGING 8 CA L L TOL L FREE �!C 1-000110-432-4770 i/ L U.N.C.L.F. UNDERGROUND UTILITIES NOTIFICATION CENTER mom SHEET E2 OF 2 RANDALL LEE MOSBY, FL PE #22326 9 7 - 2 2 6