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HomeMy WebLinkAbout2004 - (#9) Site PlanOWNER WETLAND NOTES E ROSELAND RD v THE ON-SITE WETLANDS ASSOCIATED WITH THIS PROJECT WERE ORIGINALLY IDENTIFIED SOD AND RE -GRAD " CMP o � PRIMARY BENCHMARK OF A LARGER WETLAND TRAVELING WESTWARD FROM THE LOCATION SHOWN ON THE PLAN. EXIST. DRAINAGE CONVEYANCE AS PART AS PER PLAN R.O.W SN►ALE AS NECESSARY TO DIRECT + h 0 R PERMITTING of THE ROAD CREATION LE TO BE FILLED SWgLE J EX. SWALE TO EX. CROSS PIPE UNDER EX, 12 , TOP CM FD THE JURISDICTIONAL LINE WAS SURVEYED AT THE TIME OF THE P SWA Al NEW SWALE INSTALLED _ 11,42 ��L' '� �' OF AIRPORT DRIVE WEST ON THE EAST SIDE OF THIS PARCEL AND THE DEVELOPMENT OF THE ADJACENT PARCEL TO EXCEPT ALL PORTIONS OF THE EAM of RIP RAP HEADWALL N •INV STAMPED X 436, 1995 THE EAST. THE NAME OF THAT PROJECT WAS "T -HANGER DEVELOPMENT / ACCESS ROADS" , WHICH WAS ALL REMAIN UNDISTURBED WHERE IMMEDIATELY ND RD S INS- 11.44' ELEVATION=13.99' DEVELOPED IN ASSOCIATION WITH THE SEBASTIAN MUNICIPAL AIRPORT. THE ROADWAY CONSTRUCTION HAS ISOLATED THE SH IMMEDIATELY DOWI•ISTR o b WETLANDS WITHIN`THIS PARCEL BOUNDARY. THE JURISDICTIONAL LINE HAS BEEN VERIFIED BY ST. JOHNS WATER MANAGEMENT THE EX. SWALE I �p01SED UP RANDICBUFFERS- EX 36" CC ,�O �� NAD 1988 DISTRICT IN ASSOCIATION WITH THE ADJACENT DEVELOPMENT NOTED ABOVE IN APP. NOV. 2002. REFERENCE ST. JOHNS PERMIT WETLANDS AND PROPOSED N•W 1NV-_ 7•-71' ��' Q�jr' ► ASPHALT STEVE PHILIPSON NO. 40-061-680172-3 FOR ADDITIONAL INFORMATION. THIS PROJECT PROPOSES No IMPACT TO THE ON-SITE WETLANDS AND , ; PROPOSES TO ALLOW FOR A 25 FT. WIDE UPLAND BUFFER AROUND THE PERIMETER OF THE WETLANDS AS SHOWN ON THE SITE PLAN. S•E.1j�J�/= 8 nR ►\�- 415 LIVE OAK DR. ��� o� ti VERO BEACH, FL. 32963 W 772-696-5585 Qp .� N 01 / .P + h0 '�0' 'tj • Q0 �"� O X00 _ ►�Q' � h o INSTALL RIP -RAP '1' h �- ,�r�� WATCHMAN'S QUARTERS O 1 --STORY MODULAR 1 AREA ,CENTERLINE OF EX. ROAD SWALE HEADWALL (SEE '` + + �• '` 1,2o0 ►� �.' - DETAfL) � SF OPEN 'S- '` - ROAD I / - GAL. '� 1005.30 �F `? �0_ASPHALT E AS APPROVED CONTROL (2) 900 TANKS O4�4"� 02 �- �. +`L'` cit z j Op GROUND SIGN uj`L r STRUCTURE SEPTIC TA S .... gY CITY COUNCIL ,\^j- + ^b (SEE DETAIL) & 400 SFLA W CP (�(b �AG POLE ,�`L. p�INFIELD��..,D• ls�D 0 FL o / 10' So. �� �� , �.+'1 • S� tads' - _ - y ^ O + '� SITE CORNER EQUIP. BLDG.U, O� ►��`• '� '\`L� CLEAR ZONE tip` �- x 12.64 F.F. EL=15.a �. h _ - - - - ' 1s. 1 .1s 0' , D� 1ti ►�h' VEHICULAR WASH AREA +,�\ z4V (HOSEUSE ONLY)Rv-sEwER cTION _ _ J�. 14.00 20'X�,+ ARGE CON p O t /L L \ DISCH CH 64E-15.0-4• '' - FUTURE SELF SYORAGE// CORDANCE / 14O ������� B G. 0 G%,� / ///� TU E SELF ST RAE �n C / Y FU `� Cl N /IN A _ \Q - �- ;�? yg Q 5: 5 .�'\'�O SELF STORAGE / i0 F. E 15.4 F. EL=C 5.4 / x 14-23 _m 'D,BLDG. A C_ k . -, - 14.9 % .0 ,10J / '\ o / \ 14.9 U f15. / / / / ,��,• o<101 0f , e i �� �y4 U, W ,��... �• F.F.F.F EL 4 / 5 PA ESQ 5 \ C�,�F,6? . 14.90 t� 51 14.90 \, �• 111 20 _ �` 1 �(O p� v� , 4 g0 a �j '� y..+ 15.2 11 5 15.20 1 f�� \ , t� :� + �. 14.5 v, ,�0, ,'' �, ; Q� O' 4L . a 14.851 .,r . D� 3 g' of F, O , + T + ro '� ^ + + F• Dc < ,�s' �• '' ' 14.80 80'X100. OF VEH. STORAGE AREA M E- 11.80 H Z N Q �`� Oh t 14.5' 1 _.... F co CB#4 nD - # IPE G CB#� z $o fir• 0, �• HP 14.80 •' 4b \O. 15.15 TO BE COVERED IMMEDIATELY CB 7 N o + _� / / ��. 14 80 `� . O - D W// REMAINDER OF BLOCK TO BE ❑ ti a V A O Q, 3 �O- \h• plP r- (A • N -i COVERED IN FUTURE ,�'S' 40 W Q f 2�2® 1---201.PIPE �'�� E 14_s0+; '`+14.70 I 14.7o rr► ,PIPE H/ \ + 15.1 o v[� o a x o z 3 A ,� - a0 '�'S BRACT ,414 �5 ,\p!� \ n O r �--1 `� + J� X 14.57 EMENT gam, ,�,�� *� \ \ \ 15.10 \ a d o py a o \ <r NPG .o cn �: HP 4 SP C S\ \ a a w a ►� o= �'" ^ RMWAiER M BASIN ,tip 'G��� r'- �--' -��- + \ 35 40 A w E -- co o xx or~ q STO EN DON �° ,�° o�P �� �s. + U, \ \ \ \ \ \ \ p�: \ \ \ \ \ z o H E.., �,� VE ,.20 `°c d ��F�' + +_ + ,a a 1 B#5 m �„ o a vi + xw c m =3 W a [� / �Q. O .5°5 ` +++ '� U / 15.25� \ N N Z o_ tq co �i g,80 ,4.70 D + \�\ Q 3 15.20 /� + { �' ;• N / 5.1 14.sa Mr, .15 14.9` OHO o Q �0' z�. Qi 11.80 T' "�� •� + + „04� S. / / QQ \ , , 1= o Y ' 4.55 19 + �',z- ' i' 0 \ \ \ + '\ + - a w �--� x 14 cr W �,r' f 269.77 ��/ 0LU �- �3 , 4.7 A• 10 tits ,M #17 + - d' 14.65 70 L� ' 15 IP F0 r1, N 4 �'�`� �� + ON �\ .-i ,4?0 U, , ,4 1 CPp6 PREP TMS 5DE 0 �� �`' �� 25> �L h'\ ?3035' M 1 .10 HP 15.25 (k� 15.15 'n 4" WIDE F� q _ ,►y 20 22 1480 �PN� SSORPMP�RIP� p , +,\►�. + ,��. io 15.25 STORAGE AREA W/ �A1•�WERS & 25' RETURNS w -'' --�_ 25 SN ex -E r CB •4 �, �t 3 / w - *- THIS AREA OF VEH. STORAGE -► �• _ U w J �F CE 5 14g0 p\ V\-OpTA N .�`� �J� 147 /�j 4 } / TO BE COVERED IN FUTURE FOR TRAFFIC CONTRO AND PROTECTION OF $TRUCTURES�� ® w.p00 ►� Q4a > F.F. 61-01 ' 1 ►� ` 4.75 HP 15.05 P 3 +'�� UPLAND + + `�'+ b v N !� / r °° >'o�� -Q- d" 40 •4 , �. Qy x/ / / / / / N LLJ LO r -- F- �'LL a =o ,L)0 Qo � W 50.00' 071 �Q IV f +tK h p�+ r, `� o_ YET BUFFER (TYP .) Q ;/ o. C� V O Mp VP � o a oQ 5�Np1NG 7p 15 00 0' 14-tB5 14.75 CB#2 '�� �29s ND �� ? +`� U� 14.6 x 14 6 '_-I ` � N 15 001 1• .9 co• •-� ,g, D� #� EX. WETLA �' -'� 1s o 4.90 / '.vo `'� Y P ,IIx 14 /5 R1P1. GFS TO REMAIN AS IS '�a'�. rrZ127.9 /w n- / ,t qD + J k 8 0, Ppb MP PREP 56E , : Q• + . L� IW �_ (/) 5 4 00 ",� �ANDSSTORPG6 N o 5 0.90 ACRES 25 * h �� w 383/,S P C +'`°� i 2 152 4 14.7 r �- NP SPS ,50 15.2 > ; , � aw ��;� � /. / / / /� / /o� / / / / 4 / / / 11 LO ® E E WETLAND NOTES �� Roy / 1X* Co 4 X4.75 5 + ABOVE REGARDING ,n / 0 0 15. U, 25 ,5• ` .. N LO �z C�im� 15.25 p / 4,-/ / •COD CB 1 Zo DG. o ��/�+ PERMITTING AND y,'. �+ oQ „ HP • �`\ �y4 10 ORPG6 815.4 1 + �+ + + + + + O (% / .15 * / S F.F. E� JURISDICTIONAL '. (0: N rn .,,,, k �,� i i i i / 2153.7 i / i / , (i7 1 0 �. + �, + ;, LINE VERIFICATION + o � of ,�.. t , max' ,5.10 5 i� + 4 � + + + -> : m U 2 - r,�, ® ,� HP 00 DJ 113 \ ., + + + Ix°' �, x U 5� . 49' E r- in PIPE P E '\h Q' 10 00 i' + + + + '� + + + + + rjt + +'��'• + �� + irk PIPE J ro C B #8 . �- C B #10 + 15 +� +N + + + + + + + '�`1' + VERIFIED + + `n a / �` "'► W ' 1 O 15-1 14.90 5.10 14.90 31.9' \ CL - n + + + + + + + + 4. + + + JURISDICTIONAL + °J n /+ I� O 1505 ,4g5 J,5.p5 + + LA + + +; + + + + + WETLAND LINE \ "' �If � \ \ \ \ \ \ \ \ \ ..2 5• o , cp E UPLAND BUFFER + + + : 'i' :� i; �i _�w '�' \ Fu E s SRAG o tet, per' + 16 + VARYING WIDTH TYP. + '� + `,. d ``? "'�' + \ \ \�\ \ \ `kir°. EL. 15.4 \ \ \ \ `t 5' 0'��' 60.0 8' ( ) �. 3 /�o �, , J 1 + 0 +2 + 10' SQ.. DUMPSTER �,5� + EX. CB + ,1�' 35 �`I' 1 SP CE 29.96:` ' } \ \ \ . \ \ \ \ ��• \26�\ \ \ \ �\ AREA W 6 HIGH + + + + _ �� 15.25 1 •1 I --. ,r 1 / S TOP 13.64 15.10 + 15.25 (9 WOD FENCE ON THREE + + - tK �Q- 2 to tK 1 I 25 + EX. W INV. = 7.40 y �h 0 N C 1535 54' 15 153 SIDES W/ GATES (TYP.) + EX. E INV. = 7.50 �� '�� + �hI o •� �<< GATE N h• o -ir- ,� ' 10 SQ. DUMPSTER OQ O • .4�..,` •4i•h / AREA W 6' HIGH + `L tK +tai CO ®T •.13.75 / (L '� h� rs N 00009'14"W 1036.49 �` + '` �?'� WOOD FENCE ON THRE O �h. �. + 0 _ O ,\ cb �h '\Q• y ._ 0 SIDES W/ GATES (Trh 1Q - _- ��_: :�. N.5. 366.6' D• w N 5•g EX CURB h - f �e'' ti.. PIPE N EX. ASPHALT ROAD I MATCH EX. •PIP L tK AIRPORT DRIVE WEST � I Q O p� I EDGE OF P VM' T oJ 100' R /W hoh ��•� o �� +�`� AIRPORT DRIVE WEST +�., �� ��`� Opti N0�� �h 15"_ CC 15" CC Opo 132.94 ► p ►�`L + `L N + \QW.INV= 10.74 �`° E MATCH EX. 0 100 R W D '��'� EX. 19 OF 36 CC EX. CB �� + E71+ - �O. W.INV= 10.51, + EDGE OF PVM'T �� - N E.INV= 10.62 EX. N.W. INV= 9.90 TOP= 13.55 � E.INV= .10.46 C)(. S.C. INV- 740' EX. 15" CCEX. 15" CC TO BE REMOVED „& ADJ. PROPERTY LEGEND ROSI 0 +•1�T •y �o + ',�• ASPHALT RO �h tK N�l �O a W.iNV= 11.91 REPLACED WITH 308 OF 36 W EX. 15 CC LEGAL DESCRIPTION w.INv= 10.30' - EX. 36 CC UNPLATTED HP HIGH POINT -o- .POWER POLE + E.INV= 9.57 A-2000 PVC STORM SEWER PIPE N.INV= 10.71 CURB INLET A PORTION OF SECTION 28 AND 29, PEENING GRANT, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY E.INV= 10.18 NEW N.E.INV. = 8.60 W. N V= 7.40' - AIRPORT PROPERTY 14.2 EXISTING SPOT ELEVATION DESCRIBED AS FOLLOWS: SITE DATA S.INV= 10.39' ZONED: Al 15.0 PROPOSED SPOT ELEVATION �- TRAFFIC SIGN t found at the westerly corner of said Section 29; thence N.45.22'53'E along E.INV= 7.50' Commencing at a concrete monumen f y 1. ZONING: Al the northerly line of said Section 29, a distance of 680.60 feet to the centerline of Roseland Road; thence 5. PARKING CALCULATION: BASED ON 1 SPACE / 3000 SF SELF -STORAGE PP EX. POWER POLE �° WATER METER S.Oe47.02"E alongthe said centerline of Roseland Road, a distance of 526.67 feet to an intersection with the 2. LAND USE: COMMERCIAL FLOOD ZONE: X MAP N0: 120061C0076 DATED 5/4/89 S. AREA CALCULATIONS: EOP EDGE 'OF PAVEMENT 3� �� + 2 SPACES/ WATCHMEN'S QUARTERS + 1 SPACE/175 SF OF OFFICE � LIGHT POLE 1�. �� IP A. TOTAL SITE AREA: 417,711 SF 9.59 ACRES �9,..;. centerline of Central Airport Drive; thence S.87.08'S6"E along said centerline of Central Airport Drive, a distance of = A. SPACES REQ'D = (46,920 - 960 SF) X 1 SPACE/3000 SF + 2 SPACES Q TELEPHONE MANHOLE �� /��� 503.63 feet to an intersection with the northerly extension of the easterly right of way of said Roseland Road; B. TOTAL ON-SITE WETLAND AREA = 39,285 SF = .90 ACRES + 980 SFX 1 SPACE/175 SF = 22 SPACES ., S MANHOLE N ` B. SPACES PROVIDED = D! SPACES:u DRAINAGE FLOW SEWER. thence S.Oe47'02"E along said northerly extension a distance of 50.45 feet to an intersection with the southerly C. TOTAL AREA FOR UPLAND BUFFER AROUND WETLANDS = 29,716 SF = .68 ACRES �/ .. right of way line of said Central Airport Drive and the POINT OF BEGINNING; thence S.87108'56"E along said' D. TOTAL PROJECT DEVELOPEMTAL AREA = TOTAL AREA - WETLAND - UPLAND BUFFER HANDICAP SPACES = 1 ��/y► W southerlyright of way line, a distance of 452.70 feet to an intersection with the westerly right of way line of TOTAL DEVELOPMENTAL AREA = 348,709 SF = 6.01 ACRES = 100% COMPACT CAR SPACES - 0 TRAFFIC FLOW ® WELL � "/�1/I� a+ <-* g y REGULAR SPACES = 21 1 Airport West Drive; thence S.00.09'14"E along said westerly right of way line of Airport West Drive, a distance of E. TOTAL PROPOSED BUILDING AREA = 89,601 SF = 25.7% 6. _ TAX PARCEL NUMBER - 30-39-22-00001-0000-00000.1 D4 VALVE;' 0 6.49 feet to an intersection with the northerly right of way line of said Airport West Drive; thence N.81'1144"W F. TOTAL PROPOSED PAVED AREA (INCLUDING VEHICULAR USE AREA, & S/W) 7. SITE ADDRESS - AIRPORT DRIVE WEST, SEBASTIAN, FL. ® ELECTRIC BOX CLEANOUT, TYPE UNKNOWN��,{r along said Airport West Drive, a distance of 375.53 feet to an intersection with the said easterly right of way line = 104,377 SF = 29.97 Roseland Road-, thence N.0e47'02"W along said easterly right of way line, a distance of 1,005.30 feet to the G. TOTAL PROPOSED IMPERVIOUS AREA = 193,978 SF = 55.6 B. WATER TO VI PROVIDED SI THE SITE BY I.R.C. UTII.TTIES „ of R g SEWER PROVIDED BY ON -STYE SEPTIC -SYSTEM. OD DRAINAGE MANHOLE S 24 RI -1 STOP SIGN & ` C POINT OF BEGINNING. H. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 9. TOTAL PROPOSED AVERAGE DAILY TRIPS "I FIRE HYDRANT 24" WIDE WHITE STOP BAR,, Said lands lying and being in Indian River County, Florida. I. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 133,481 SF = 38.3%1 45 960 SF SELF STORAGE X 2.6 TRIPS/1000 SF + 6.1 TRIPS/WATCHMEN'S E- GUY ANCHOR 4. PROPOSED BUILDINGS USE: OUTDOOR VEHICULAR STORAGE, SELF STORAGE & ACCESSORY OFFICE QUARTERS + 1.47 ACRES X 51.803 TRIPS/ACRE OF OUTSIDE STORAGE = 202 TRIPS ® TELEPHONE BOX - 6' HIGH WOOD STOCKADE FENCE 6 6 6 05 PER COMMENTS FROM CITY OF SEB. 10. ALL BUILDING HEIGHTS LESS THAN 25 FT. / / TO BE REMOVED AFTER BUILDINGS A -C CO 5 5/17/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS 4 3/15/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS -Tale to all documents N. which bear the ORIGINAL RAISED SEAL OF A FLORIDA LICENSED TODD N. SMITH P. E. PHILIPS ON. OUTSIDE VEHICLE STORAGE copyright o! Todd N. Smith, P.E. is vested DESIGNED TNS 3 2/15/05 MODIFY NORTH VEHICULAR USE AREA solely in Todd N. Smith, P.E. these ENGINEER - 1 in connection newiith�this project. owner Any other y TNS CHECKED 2 2/9/05 ADD ADDITIONAL SEPTIC INFORMATION 21 HINCHMAN AVE. use or reuse repdisplay. ythese documents or any .• _ reproduction, is 1a ,sale, or other � � Q disposition of these dccuments by anyone is U DAA DEC. 2004 expressly prohibited without consent of Todd „ , 1 2/5/05 ADD SEPTIC FOR RV SEWER DUSCHARGE SEBASTIAN, FL. 3295PLAN N. smith, P.E. pursuant to the Federal SCALE = 40 P h . 77 89 - 8722 SITE Cop=fht Law. - N0. DATE DESCRIPTION � 2) 5 ©zoos, TODD N_ SMITH, P.E. , . SHEET 1 Of 5 TODD N. SMITH, P.E. #42082 0 GENERAL NOTES 1 ALL CONSTRUCTION & MATERIALS SHALL COMPLY WITH CITY OF SEBASTIAN ZONING AND 11. THE CONTRACTOR SHALL INVESTIGATE SOILS AT THE PROJECT SITE PRIOR TO CONSTRUCTION AND REVIEW SOILS REPORT BY KSM ENGINEERING & TESTING, INC. DATED OCT. 18, 2004. 12. REFER TO SURVEY BY TAYLOR LAND SURVEYOR CO. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION. DRWG. 04-1063 DATED APRIL 13, 2004. 13. ALL BUILDINGS SHALL POST A MINIMUM 6" HIGH NUMERICAL ADDRESS. 14. SPACES SHALL BE MARKED WITH STRIPING AND THE USE OF 1 1/2" DIA. FLEX POSTS ON THE 4 CORNERS OF THE SPACE AS APPROVED BY FDOT. 15. AREAS DESIGNATED FOR FUTURE BUILDINGS SHALL BE USED AS VEHICULAR STORAGE AREAS AS PER PLAN UNTIL SUCH TIME THAT THE FUTURE BUILDING IS CONSTRUCTED. ALSO, WHEN FUTURE BUILDINGS ARE CONSTRUCTED, THE CONTRACTOR SHALL RE -GRADE THE AREAS UNDER THE BUILDING FOR A LEVEL SLAB AT THE PROPOSED FIN. FL. HEIGHTS. ALSO, THE DRIVEWAYS IN FRONT OF THE BUILDINGS SHALL BE REGRADED TO PROVIDE POSITIVE DRAINAGE TO THE CATCH BASINS AND ALLOW FOR NO MORE THAN 1/2" STEP AT ANY EXIT POINT FROM THE BUILDINGS. 16. THE OWNER AGREES TO POST SIGNS INDICATING THAT THE WETLAND AND UPLAND BUFFER AREA IS A NATURAL CONSERVATION AREA TO REMAIN UNDISTURBED AT EVERY CHANGE IN DIRECTION OF THE UPLAND BUFFER. 17. THE PROPOSED LANDSCAPE MATERIAL STORAGE AREAS SHALL BE SEGMENTED INTO CONTAINMENT AREAS OF APP. 25' X 25' AREAS. THE CONTAINMENT AREAS SHALL HAVE 6 FT. HIGH MASON Y WALLS ON 3 SIDES, ONLY THE LOADING SIDE SHALL BE OPEN. FLOATABLE MATERIAL (SUCH AS SAND, MULC ETC.) SHALL BE STORED ON THE AREA WESTWARD OF THE MAIN DRIVE AISLE. THE WESTERN REAR WALL OF THE CONTAINMENT AREAS ON THIS SIDE SHALL HAVE 3"0 WEEP HOLES ® 10' O.C. AT THE BASE OF THE WALL . WEE' HOLES SHALL BE FILLED WITH PERMEABLE CLOTH SACS FILLED WITH DRAINFIELD ROCK. THIS WILL ALLOW DRAINAGE OF RUNOFF FROM THIS AREA INTO THE LAKE WHILE KEEPING MATERIAL CONTAINED. EAST SIDE STORAGE AREAS SHALL STORE NON-FLOATABLE MATERIAL ONLY, SUCH AS STONE, RIVER ROCK, LAVA ROCK, ETC. THIS AREA SHALL DRAIN RUNOFF WESTWARD AWAY FROM REAR OF CONTAINMENT AREAS AND UPLAND BUFFERS, WITH STOCKPILE MATERIAL STAYING IN THE CONTAINMENT AREA. OWNER RESERVES THE RIGHT TO COVERT THESE TWO AREAS INTO ANGULAR '�HICULAR STORAGE AREAS SIMILIAR IN DESIGN TO THOSE AREAS ON THE NORTH SIDE OF THE PROJECT, IN LIEU OF CONSTRUCTION THE AREAS FOR LANDSCAPE MATERIAL SALES. PILE HEIGHTS SHALL BE LIMITED TO 6' HIGH WITHIN CONTAINMENT AREAS. 1 17. THE OWNER RESERVES THE OPTION OF INSTALLING PERMANENT FIXED CONCRETE BALLASTERS TO PROTECT THE CORNER OF THE COVERED VEHICULAR STORAGE AREAS IF A MAIN SUPPORT POST IS ON THE PERIMETER IIOF THE STRUCTURE (2 BALLASTERS PER CORNER), IF NEEDED. 18. OWNER SHALL INSTALL "KNOX" BOX FOR FIRE DEPT. AT ALL GATES OPERATING WITH KEYPAD. ASopND COVER ER PLAN 1' `Beveled Or Round Corners 2.5 4.59 • 2 Oin 9 3" 4 r r IIIII �I -� 10 0 > �N O S PI � � `Ditch Grades a• � �Q addle .,,�. �„ y V #4 Bar Ig' ROUND COVERIAS PER PLAN _ Varies 24\ r/� TO CL OF PIPE Concrete Slab, 3" Thick, SECTION Reinforced With WWF 6x6-WI.4xW1.4 TOP VIEW -SINGLE PIPE MITERED END SECTION NTS TYPE A' TYPE B' TYPE A' JOINT JOINT JOINT J. .14 PLAN TYPE ' A' TYPE B' 5' TYP/CAL TYPE A" JOINT JOINT '{I --JOINT :Q _'��E I •4..1eaE .Q r±a:E :Q„ejSE .. .4:,1as• II I Q:•�d• 20' ELEVA TION NOTES.• 1. SIDEWALK SHALL BE 4' THICK EXCEPT IN DRIVEWA YS WHERE THE THICKNESS SHALL BE 6' 2. SUBGRADE BELOW SIDEWALK SHALL BE A M/N. L.B.R. 40 COMPACTED TO 98.7 OF MAX. DENSITY PER A. A. S. H. T•O. T-180. 3. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI ® 28 DA YS. SECTION VIEW OF RIP -RAP ENDWALL NTS 12 - IVO 7= 2" PARKING BY DISABLED PERMIT ONLY 18" $250 FINE 6" FLA. STATUE 316.1957 NOTES 1. ALL LET7ERS ARE I" SER/ES G" PER M. U T-C.D. 2 rOP POR7701V OF SIGN SHALL HAVE REFZEC7OR/2E0 (ENGINEERING GRADE) FLUE BACKGROUND W17H HN/TE REf7ECTOR/ZED LEGEND AND BORDER. 3. BOTTOM POR770M OF S/GN SHALL HA A REnECTORIZED (EUMVEERING GRADE) WH/7E BACK6ROUND WITH BLACK OPAQUE LEGEND AND BORDER. •R f7NE N07If7CA770N SIGN SHALL HAVE A R=CTOR/ZED (ENGINEER/NG GRADE) WHITE BACKGROUND W17H BLACK OPAQUE LEGEND & BORDER. 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE: 6. tNS7,ALLA770N mxHT OF SIGN SHALL BE /N ACCORDANCE WITH SE0770M 24-23 OF THE MANUAL ON UNIFORM 7RAF77C CONTROL (M. U. T.C.D.) (7' CLEARANCE) HANDICAP PARKING SIGMA GE N. T. S 1/� 1/� 1-1 2" i!'•.OSE `' ��?: '•• - ' a•• 4 Z�"R 4l' 112 - PREMOLDED EXPANSION JOINT MA TER/AL TYPE A` JOINT 4' CONCRETE >. SLOPE 1/8 1/4" UNLESS SIDEWALK OTHERWISE NOTED WHEN PA VEMENT ABUTS RA/SED SIDEWALK PROVIDE 8" DEE GRASS FIN GRADE BY 6" WDE THICKENED EDGE AT SIDEWALK EDGE (NOT REO D WHEN;,p =III -III S/W /S FLUSH W17H PAVEMENT)SA'=E `;='p`':E '1.'•,. -III_ PA VEMENT;. p: SUBGRADE I -I i sECTION SIDEWALK DETAILS N. T, S. 2 5/17/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 1 3/15/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS NO. DATE DESCRIPTION REVISIONS TYPE Y JOINT TABLE OF SIDEWALK ✓O/NTS TYPE LOCATION 20 FEET CENTER TO CENTER ON SIDEWALKS. P.C. AND P. T. OF CURVES. A ✓UNC7701V OF EXIS77NG AND NEW SIDEWALKS WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURESS, B' 5 FEET CENTER TO CEN7FR ON SIDEWALKS. TODD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 a b PERMITS REQUIRED 1, ST, JOHNS RIVER WATER MGMT. DIST, STORMWATER PERMIT 2, CITY OF SEBASTIAN SITE PLAN APPROVAL 3. CITY OF SEBASTIAN LAND CLEARING PERMIT 4. CITY OF SEBASTIAN TREE REMOVAL PERMIT 5. CITY OF SEBASTIAN CONCURRENCY CERTIFICATE 6. INDIAN RIVER COUNTY ENV. HEALTH DEPT. SEPTIC TANK PERMIT 7. CITY OF SEBASTIAN DEWATERING PERMIT 8, INDIAN RIVER CO. RIGHT-OF-WAY PERMIT 3 1/4'0 ORIFICE BLEEDER 6' WIDE ALUM. SKIMMER W/ SOLID TOP PLATE INV. = 11,80 TOP EL. = 14.55, BOTTOM EL. = 11.5 r4'1' TYP. WEIR PER 2 FACES OF STRUCTURE F❑Ri Al r` . , F TOTAL WEIR LENGTH = 23' 16 t ••:.i, 2 3/4'-•';��..•''• ` TOP EL ALUM. 1455 SKIMMER B❑TT❑M EL. = 13.4 TYP. ON 2 FACES OF -� - STRUCTURE N (u (S (u ., ZD 1.25' DIA. WHEELCHAIR RAMP (TYP) r SIGN No. F.T•P. - 25 (TYP) �� 12'0 N-12 ADS 1' LAN INV: 11.8 23' TOTAL WEIR LENG H INV: 13.68 3'4' W J 15 1/2' .1 ` EX. PRECAST TYPE 4" I FI 8n WHITE PAINT HANDICAPPED PA l/EMEN T S yMBOL DETAIL N. Ts. 400' )l q �a Bea ke 200' �Lesls Thanl III I 200' 'C' CATCH BASIN K3 M 0 93 TOP EL. = 14.55 , - 12' O ' _ EX. ALUM. SKIMMER / 5, \12 L - W/ SOLID PLATE TOP S. HA NDI CA PPED SPA CE S TRIP/NG DE TA IL N. TS. ROAD P400, ONSTRUCTIONAHEAD 200' 200' -0 1( l� TIEP ROAD aNCONEa ROAD caNsrnucnoN AHEAD 200' 400' CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREA LESS THAN 200' DOWNSTREAM FROM INTERSECTION, FOR A PERIOD OF MORE THAN 60 MINUTES. -0 CONDITIONS a a WHERE ANY VEHICLE. EQUIPMENT, WORKERS b 99 8 tll1 tl r b PATHEIR AENCROACHCMATIES VEMENTREQU RINGTHEE CLOSURE OF ONE I I _ _ r l r TRAFFIC LAN E, FOR WORK AREA 200' OR MORE 400' 200f 50' DOWNSTREAM FROM INTERSECTION, FOR A 200'PERIOD OF MORE THAN 60 MINUTES. I More Than 200 ROAD CONT INION KEc? GENERAL NOTES operations shall be confined to one travel lane, leaving 7. The ROAD CONSTRUCTION AHEAD and FLAGGER signs shall 1. Work o p g have a 18" x 18" (min.) orange flag and a Type B light attached SYMBOLS the opposing travel lane open to traffic. and operating at all times. 2. All vehicles, equipment, workers (except flaggers) and their Mesh signs may be used for (Daylight Only) operations ® Work Area activities are restricted at all times to one side of the Type B Lights and Orange Flags are not required. pavement. Sign With 18" x 18" (Min.) Orange S. The FLAGGER legend sign may be substituted for the symbol sign. Flag And Type B Light 3. For work operations of 60 minutes or less see Index No. 607 9.I signs shall be post mounted if the closure time exceeds 9 Type - Or Type -- Barricade Or Vertical 4. When vehicles in a parking zone block the line of sight to TCZ 1 hours. signs or when TCZ signs encroach on a normal pedestrian Panel Or Drum (With Steady Burning Light walkway, the signs shall be post mounted and located in 10. The maximum spacing between devices shall be not greater than 25'. At Night Only). Tubular Markers accordance with Index No. 17302. 11. Arra s denote direction of traffic only and do not reflect pavement May Be Used During Daylight Only. 5. If work area is confined to an outside auxiliary lane the work morn area shall be barricaded and the FLAGGER signs replaced by ® Type r-' Or Type -- Barricade Or Vertical ROAD CONSTRUCTION AHEAD signs. Flaggers are not required. 12. Longitudinal dimensions are to be adjusted to fit field conditions Panel Or Drum (with Flashing Light At See Index No. 600. Night Only) 6. Flaggers shall be in sight of each other or in direct communication at all times. 13. For general TCZ requirements and additional information refer Work Zone Sign to Index No. 600. [p n-- Flogger TRAFFIC CONTROL THROUGH WORK ZONES PHILIPSON OUTSIDE VEHICLE STORAGE __D17TA_1LS S ITE )l s. M a y •a EX. 12'0 N-12 ADS INV.=11.8 , 1 m 3 1/4' BLEEDER •EX. 12' SQ. OPENING FILLED INV,=11.8 WITH 1' DRAINFIELD ROCK W/ FILTER FABRIC OVER OPENING SECTION 1-1 F]UTF-ALL STRUCTURE NOT TO SCALE C=4'1' j E=5'6' LAND DEVELOPMENTS REGULATIONS. WASTEWATER DATA ` : •�0 © ® �'. PRECAST TYPE 2. ALL TRAFFIC CONTROL SIGNS.r.AND MARKING SHALL COMPLY WITH CITY OF SEBASTIAN 6' C=3'1' j E=4'6' 6 SEE PLAN FOR PIPE TRAFFIC ENGINEERING DEPT., 'FL. DEPT. OF TRANSPORTATION REGULATIONS AND THE MANUAL , .I w ; ~ •:" :' : �� PIPE AS PER PLAN � OF UNIFORM TRAFFIC CONTROL DEVICES. A. WASTEWATER FLOW FOR ACCESSORY OFFICE 3. DENSITY TESTS WILL BE REQUIRED AS DIRECTED BY THE ENGINEER, FOR SUB -GRADE & BASE. SIZES AND INVERTS = 15 GAL/100 SF X 960 SF = 144 GPD 19' +_ OD _ THE TESTING LABORATORY SHALL FORWARD TWO COPIES OF ALL TEST REPORTS TO THE D. REQUIRED SEPTIC TANK = 900 GALLONS ::ate •�• \ ENGINEER. ALL DENSITY TESTS TO BE PERFORMED PER AASHTO-180 METHOD. C. REQUIRED DRAINFIELD = 144 GPD / .75 GPD PER SF = 192 SF (200 SF MIN,) \ ' ` 4. IF ANY UNSUITABLE SOILS ARE ENCOUNTERED UNDER THE PARKING LOT, DRIVE AISLE OR D. REQUIRED GREEN AREA AROUND DRAINFIELD = 2 X 200 SF = 400 SF "E" CATCH DASIN STORMWATER MANAGEMENT TRACTS, THEY SHALL BE REMOVED & BACKFILLED WITH CLEAN E. GREEN AREA PROVIDED AROUND DRAINFIELD = 1000 SF TRAFFIC BEARING & SAND. F. WASTEWATER FLOW FOR WATCHMEN'S QUARTERS AND VEHICULAR WASH AREA PROPOSED SWALE SIDE BANK W 5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR = 300 GPD/ PROFILE BEYOND CULVERT TO DEVELOPMENT. B. REQUIRED SEPTIC TANK = (2) 900 GALLON TANKS PER I.R.C. ENV, HEALTH DEPT, EL. = 12.2f_ FINISH GRADE AS PER PLAN 6. PAVING SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN ZONING ORDINANCES AND C. REQUIRED DRAINFIELD = 300 GPD / .75 GPD PER SF = 400 SF : ••:: . FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, LATEST EDITION. D. REQUIRED GREEN AREA AROUND DRAINFIELD = 2 X 400 SF = 800 SF 7. ALL NUISANCE EXOTIC VEGETATION AS REQUIRED BY CITY OF SEBASTIAN SHALL BE E. GREEN AREA PROVIDED AROUND DRAINFIELD = 1200 SF REMOVED FROM THE SITE. / / \� I /�\� I �� 8. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE WHITE, RETRO -REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH THE \I I I I I \ I \ TYP. RIP -RAP FLORIDA DEPT. OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, SECTION 710. 1 \�� 1 SOIL -CEMENT BAGS ��% 9. SOD ALL DRY STORMWATER MANAGEMENT TRACTS ON SITE AND ALL OTHER GREEN AREAS 2 2 ON-SITE UNLESS NOTED OTHERWISE. 10. ALL COMPACT PARKING SPACES SHALL BE MARKED "COMPACT" ON THE TIRE STOP OR EL. = 8-20 PARKING SPACE. HANDICAP SPACES SHALL BE STRIPED AND SIGNED IN ACCORDANCE _ III -III 36 A 2000 PVC WITH FDOT INDEX NO. 17346, 2002 EDITION. W INV. = 8.20 11. THE CONTRACTOR SHALL INVESTIGATE SOILS AT THE PROJECT SITE PRIOR TO CONSTRUCTION AND REVIEW SOILS REPORT BY KSM ENGINEERING & TESTING, INC. DATED OCT. 18, 2004. 12. REFER TO SURVEY BY TAYLOR LAND SURVEYOR CO. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION. DRWG. 04-1063 DATED APRIL 13, 2004. 13. ALL BUILDINGS SHALL POST A MINIMUM 6" HIGH NUMERICAL ADDRESS. 14. SPACES SHALL BE MARKED WITH STRIPING AND THE USE OF 1 1/2" DIA. FLEX POSTS ON THE 4 CORNERS OF THE SPACE AS APPROVED BY FDOT. 15. AREAS DESIGNATED FOR FUTURE BUILDINGS SHALL BE USED AS VEHICULAR STORAGE AREAS AS PER PLAN UNTIL SUCH TIME THAT THE FUTURE BUILDING IS CONSTRUCTED. ALSO, WHEN FUTURE BUILDINGS ARE CONSTRUCTED, THE CONTRACTOR SHALL RE -GRADE THE AREAS UNDER THE BUILDING FOR A LEVEL SLAB AT THE PROPOSED FIN. FL. HEIGHTS. ALSO, THE DRIVEWAYS IN FRONT OF THE BUILDINGS SHALL BE REGRADED TO PROVIDE POSITIVE DRAINAGE TO THE CATCH BASINS AND ALLOW FOR NO MORE THAN 1/2" STEP AT ANY EXIT POINT FROM THE BUILDINGS. 16. THE OWNER AGREES TO POST SIGNS INDICATING THAT THE WETLAND AND UPLAND BUFFER AREA IS A NATURAL CONSERVATION AREA TO REMAIN UNDISTURBED AT EVERY CHANGE IN DIRECTION OF THE UPLAND BUFFER. 17. THE PROPOSED LANDSCAPE MATERIAL STORAGE AREAS SHALL BE SEGMENTED INTO CONTAINMENT AREAS OF APP. 25' X 25' AREAS. THE CONTAINMENT AREAS SHALL HAVE 6 FT. HIGH MASON Y WALLS ON 3 SIDES, ONLY THE LOADING SIDE SHALL BE OPEN. FLOATABLE MATERIAL (SUCH AS SAND, MULC ETC.) SHALL BE STORED ON THE AREA WESTWARD OF THE MAIN DRIVE AISLE. THE WESTERN REAR WALL OF THE CONTAINMENT AREAS ON THIS SIDE SHALL HAVE 3"0 WEEP HOLES ® 10' O.C. AT THE BASE OF THE WALL . WEE' HOLES SHALL BE FILLED WITH PERMEABLE CLOTH SACS FILLED WITH DRAINFIELD ROCK. THIS WILL ALLOW DRAINAGE OF RUNOFF FROM THIS AREA INTO THE LAKE WHILE KEEPING MATERIAL CONTAINED. EAST SIDE STORAGE AREAS SHALL STORE NON-FLOATABLE MATERIAL ONLY, SUCH AS STONE, RIVER ROCK, LAVA ROCK, ETC. THIS AREA SHALL DRAIN RUNOFF WESTWARD AWAY FROM REAR OF CONTAINMENT AREAS AND UPLAND BUFFERS, WITH STOCKPILE MATERIAL STAYING IN THE CONTAINMENT AREA. OWNER RESERVES THE RIGHT TO COVERT THESE TWO AREAS INTO ANGULAR '�HICULAR STORAGE AREAS SIMILIAR IN DESIGN TO THOSE AREAS ON THE NORTH SIDE OF THE PROJECT, IN LIEU OF CONSTRUCTION THE AREAS FOR LANDSCAPE MATERIAL SALES. PILE HEIGHTS SHALL BE LIMITED TO 6' HIGH WITHIN CONTAINMENT AREAS. 1 17. THE OWNER RESERVES THE OPTION OF INSTALLING PERMANENT FIXED CONCRETE BALLASTERS TO PROTECT THE CORNER OF THE COVERED VEHICULAR STORAGE AREAS IF A MAIN SUPPORT POST IS ON THE PERIMETER IIOF THE STRUCTURE (2 BALLASTERS PER CORNER), IF NEEDED. 18. OWNER SHALL INSTALL "KNOX" BOX FOR FIRE DEPT. AT ALL GATES OPERATING WITH KEYPAD. ASopND COVER ER PLAN 1' `Beveled Or Round Corners 2.5 4.59 • 2 Oin 9 3" 4 r r IIIII �I -� 10 0 > �N O S PI � � `Ditch Grades a• � �Q addle .,,�. �„ y V #4 Bar Ig' ROUND COVERIAS PER PLAN _ Varies 24\ r/� TO CL OF PIPE Concrete Slab, 3" Thick, SECTION Reinforced With WWF 6x6-WI.4xW1.4 TOP VIEW -SINGLE PIPE MITERED END SECTION NTS TYPE A' TYPE B' TYPE A' JOINT JOINT JOINT J. .14 PLAN TYPE ' A' TYPE B' 5' TYP/CAL TYPE A" JOINT JOINT '{I --JOINT :Q _'��E I •4..1eaE .Q r±a:E :Q„ejSE .. .4:,1as• II I Q:•�d• 20' ELEVA TION NOTES.• 1. SIDEWALK SHALL BE 4' THICK EXCEPT IN DRIVEWA YS WHERE THE THICKNESS SHALL BE 6' 2. SUBGRADE BELOW SIDEWALK SHALL BE A M/N. L.B.R. 40 COMPACTED TO 98.7 OF MAX. DENSITY PER A. A. S. H. T•O. T-180. 3. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI ® 28 DA YS. SECTION VIEW OF RIP -RAP ENDWALL NTS 12 - IVO 7= 2" PARKING BY DISABLED PERMIT ONLY 18" $250 FINE 6" FLA. STATUE 316.1957 NOTES 1. ALL LET7ERS ARE I" SER/ES G" PER M. U T-C.D. 2 rOP POR7701V OF SIGN SHALL HAVE REFZEC7OR/2E0 (ENGINEERING GRADE) FLUE BACKGROUND W17H HN/TE REf7ECTOR/ZED LEGEND AND BORDER. 3. BOTTOM POR770M OF S/GN SHALL HA A REnECTORIZED (EUMVEERING GRADE) WH/7E BACK6ROUND WITH BLACK OPAQUE LEGEND AND BORDER. •R f7NE N07If7CA770N SIGN SHALL HAVE A R=CTOR/ZED (ENGINEER/NG GRADE) WHITE BACKGROUND W17H BLACK OPAQUE LEGEND & BORDER. 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE: 6. tNS7,ALLA770N mxHT OF SIGN SHALL BE /N ACCORDANCE WITH SE0770M 24-23 OF THE MANUAL ON UNIFORM 7RAF77C CONTROL (M. U. T.C.D.) (7' CLEARANCE) HANDICAP PARKING SIGMA GE N. T. S 1/� 1/� 1-1 2" i!'•.OSE `' ��?: '•• - ' a•• 4 Z�"R 4l' 112 - PREMOLDED EXPANSION JOINT MA TER/AL TYPE A` JOINT 4' CONCRETE >. SLOPE 1/8 1/4" UNLESS SIDEWALK OTHERWISE NOTED WHEN PA VEMENT ABUTS RA/SED SIDEWALK PROVIDE 8" DEE GRASS FIN GRADE BY 6" WDE THICKENED EDGE AT SIDEWALK EDGE (NOT REO D WHEN;,p =III -III S/W /S FLUSH W17H PAVEMENT)SA'=E `;='p`':E '1.'•,. -III_ PA VEMENT;. p: SUBGRADE I -I i sECTION SIDEWALK DETAILS N. T, S. 2 5/17/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 1 3/15/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS NO. DATE DESCRIPTION REVISIONS TYPE Y JOINT TABLE OF SIDEWALK ✓O/NTS TYPE LOCATION 20 FEET CENTER TO CENTER ON SIDEWALKS. P.C. AND P. T. OF CURVES. A ✓UNC7701V OF EXIS77NG AND NEW SIDEWALKS WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURESS, B' 5 FEET CENTER TO CEN7FR ON SIDEWALKS. TODD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 a b PERMITS REQUIRED 1, ST, JOHNS RIVER WATER MGMT. DIST, STORMWATER PERMIT 2, CITY OF SEBASTIAN SITE PLAN APPROVAL 3. CITY OF SEBASTIAN LAND CLEARING PERMIT 4. CITY OF SEBASTIAN TREE REMOVAL PERMIT 5. CITY OF SEBASTIAN CONCURRENCY CERTIFICATE 6. INDIAN RIVER COUNTY ENV. HEALTH DEPT. SEPTIC TANK PERMIT 7. CITY OF SEBASTIAN DEWATERING PERMIT 8, INDIAN RIVER CO. RIGHT-OF-WAY PERMIT 3 1/4'0 ORIFICE BLEEDER 6' WIDE ALUM. SKIMMER W/ SOLID TOP PLATE INV. = 11,80 TOP EL. = 14.55, BOTTOM EL. = 11.5 r4'1' TYP. WEIR PER 2 FACES OF STRUCTURE F❑Ri Al r` . , F TOTAL WEIR LENGTH = 23' 16 t ••:.i, 2 3/4'-•';��..•''• ` TOP EL ALUM. 1455 SKIMMER B❑TT❑M EL. = 13.4 TYP. ON 2 FACES OF -� - STRUCTURE N (u (S (u ., ZD 1.25' DIA. WHEELCHAIR RAMP (TYP) r SIGN No. F.T•P. - 25 (TYP) �� 12'0 N-12 ADS 1' LAN INV: 11.8 23' TOTAL WEIR LENG H INV: 13.68 3'4' W J 15 1/2' .1 ` EX. PRECAST TYPE 4" I FI 8n WHITE PAINT HANDICAPPED PA l/EMEN T S yMBOL DETAIL N. Ts. 400' )l q �a Bea ke 200' �Lesls Thanl III I 200' 'C' CATCH BASIN K3 M 0 93 TOP EL. = 14.55 , - 12' O ' _ EX. ALUM. SKIMMER / 5, \12 L - W/ SOLID PLATE TOP S. HA NDI CA PPED SPA CE S TRIP/NG DE TA IL N. TS. ROAD P400, ONSTRUCTIONAHEAD 200' 200' -0 1( l� TIEP ROAD aNCONEa ROAD caNsrnucnoN AHEAD 200' 400' CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREA LESS THAN 200' DOWNSTREAM FROM INTERSECTION, FOR A PERIOD OF MORE THAN 60 MINUTES. -0 CONDITIONS a a WHERE ANY VEHICLE. EQUIPMENT, WORKERS b 99 8 tll1 tl r b PATHEIR AENCROACHCMATIES VEMENTREQU RINGTHEE CLOSURE OF ONE I I _ _ r l r TRAFFIC LAN E, FOR WORK AREA 200' OR MORE 400' 200f 50' DOWNSTREAM FROM INTERSECTION, FOR A 200'PERIOD OF MORE THAN 60 MINUTES. I More Than 200 ROAD CONT INION KEc? GENERAL NOTES operations shall be confined to one travel lane, leaving 7. The ROAD CONSTRUCTION AHEAD and FLAGGER signs shall 1. Work o p g have a 18" x 18" (min.) orange flag and a Type B light attached SYMBOLS the opposing travel lane open to traffic. and operating at all times. 2. All vehicles, equipment, workers (except flaggers) and their Mesh signs may be used for (Daylight Only) operations ® Work Area activities are restricted at all times to one side of the Type B Lights and Orange Flags are not required. pavement. Sign With 18" x 18" (Min.) Orange S. The FLAGGER legend sign may be substituted for the symbol sign. Flag And Type B Light 3. For work operations of 60 minutes or less see Index No. 607 9.I signs shall be post mounted if the closure time exceeds 9 Type - Or Type -- Barricade Or Vertical 4. When vehicles in a parking zone block the line of sight to TCZ 1 hours. signs or when TCZ signs encroach on a normal pedestrian Panel Or Drum (With Steady Burning Light walkway, the signs shall be post mounted and located in 10. The maximum spacing between devices shall be not greater than 25'. At Night Only). Tubular Markers accordance with Index No. 17302. 11. Arra s denote direction of traffic only and do not reflect pavement May Be Used During Daylight Only. 5. If work area is confined to an outside auxiliary lane the work morn area shall be barricaded and the FLAGGER signs replaced by ® Type r-' Or Type -- Barricade Or Vertical ROAD CONSTRUCTION AHEAD signs. Flaggers are not required. 12. Longitudinal dimensions are to be adjusted to fit field conditions Panel Or Drum (with Flashing Light At See Index No. 600. Night Only) 6. Flaggers shall be in sight of each other or in direct communication at all times. 13. For general TCZ requirements and additional information refer Work Zone Sign to Index No. 600. [p n-- Flogger TRAFFIC CONTROL THROUGH WORK ZONES PHILIPSON OUTSIDE VEHICLE STORAGE __D17TA_1LS S ITE )l s. M a y •a EX. 12'0 N-12 ADS INV.=11.8 , 1 m 3 1/4' BLEEDER •EX. 12' SQ. OPENING FILLED INV,=11.8 WITH 1' DRAINFIELD ROCK W/ FILTER FABRIC OVER OPENING SECTION 1-1 F]UTF-ALL STRUCTURE NOT TO SCALE C=4'1' j E=5'6' FINISH GRADE \� ` : •�0 © ® �'. PRECAST TYPE 6' C=3'1' j E=4'6' 6 SEE PLAN FOR PIPE , .I w ; ~ •:" :' : �� PIPE AS PER PLAN � • .. Z SIZES AND INVERTS OD _ ':.: .`' •d, j _:__ _ ::ate •�• 12' SQ. OPENING FILLED ' ` • '' DRAINFIELD ROCK `• TYPE "C" & "E" CATCH DASIN NOT TO SCALE TRAFFIC BEARING & BICYCLE SAFE GRATE W m .� (h ii (.1 N �•�oaaaaao.. 3.• : ••:: . a• • FINISH GRADE \� ` : •�0 © ® �'. PRECAST TYPE 'C' OR 'E' CATCH BASIN AS PER PLAN w ; ~ •:" :' : �� PIPE AS PER PLAN Q • .. Z OD _ ':.: .`' •d, j _:__ �1. ::ate •�• 12' SQ. OPENING FILLED WITH V DRAINFIELD ROCK TYPE "C" & "E" CATCH DASIN NOT TO SCALE NOT VALID WITHOUT,THE SIGNATURE AND THE DRAWN TNS 'Title all documents which bent the ORIGINAL RAISED SEAL ❑F A FLORIDA copyright of Todd N. Smith, P.E, Is vested DESIGNED T N S solely Todd N. Smith, P.E. these LICENSED ENGINEER documenn ts are provided to the owner solely In connection with this project, CHECKED TNS Any other use or reuse of these documents he any reproduction, display, \ ¢ J \ sale, or other disposition of these DATE DEC, 2004 (j --v d rohIbIted w1tout consent of documents by anyone Is expressly Sml h, RE pursuant tote Federadl N SCALE A S SHOWN Copyright Law.' r @2004, TDDD N. SMITH, P.E. SHEET 2 0 T 5 TODD N, SMITH, RE, #42082 I \� 5.58 \ ' 11' \ WET DETENTI❑N STORMWATER TRACT (WIDTH VARIES) 15' VARIES 7 CONTROL WATER ELEVATI❑N=11.8 1� 1.50 \ BOTTOM ELEVATION= -.20 -111 =11' -111 -111 -lI1 SECTI❑N A -A NOT TO SCALE w FULLY 1 SOD PVM'T�111111= O� J J \ ¢� \ 4 25' 14' 8' \ 1� , 8' \ \ 4 WET DETENTI❑N STORMWATER TRACT (WIDTH VARIES) 15' VARIES 7 CONTROL WATER ELEVATI❑N=11.8 1� 1.50 \ BOTTOM ELEVATION= -.20 -111 =11' -111 -111 -lI1 SECTI❑N A -A NOT TO SCALE w DRY ST❑RMWATER TRACT z_ Z WIDTH VARIES J J \ ¢� \ T 25' 14' 8' \ VARIES , 8' \ \ TO REMAIN UPLAND BUFFER 4 UNDISTURBED Z w TO REMAIN 4 z 14.65 3 UNDISTURBED CB5 C 12.55 MATCH EX. GRADE EX. GRADE C136 50 14.65 a ///� CB7 I C SILT Z -' FENCE ,Lc� 14.65 N=11.35, S=11.15 CB9 � MATCH EX, GRADE N=9.90 =111 =1114 MAX. A AT EXT. EDGE OF =III S=11.65 UPLAND BUFFER. FULLY FULLY 15.0 SECTIFIN SOD SOD NOT TO SCALE 12.6 SILT (SEE NOTE #3) Ig C FENC �rk5 N INV=9.9 NOTE #1: J SURFACE COVER) AROUND THEA PERIMETER 12.55 OF THE CATCH BASIN SHALL BE 3/4" BELOW THE TOP ELEVATION OF THE STRUCTURE 1 i 111 =111 THE MILLINGS IN THE 4 MAX, ,} NOTE #2: �4 SHALL HAVE SOLID GRATE NOTE #2: PR❑POSED GRADE SHALL HAVE 36" WIDE RECT. WEIR ON THE WEST FACE. INV. = 9.79 NOTE, SEE PLAN VIEW FOR EX. GRADES IN ST❑RMWATER TRACT AREA SECTI❑N B -B SIZE LENGTH NOT TO SCALE PIPE A 12 1 1/4' TYPE S-1 ASPHALTIC CONCRETE 6' LIMERE CK OR COQUINA ROCK COMPACTED TO A MIN. OF 98% OF MAX. DENSITY PER AASHT❑ - T-180 8' SUB -GRADE STABILIZED TO F.B.V. OF 50 P.S.I., COMPACTED TO A MIN. OF 98% OF MAX. DENSITY PER AASHT❑ T-180 ASPHALT PAVEMENT ALTERNATE IN R,❑,W, NOT TO SCALE 2 5/17/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 1 3/15/05 PER COMMENTS FROM CITY OF SEB. & . ST. JOHNS NO. DATE DESCRIPTION PREVISIONS 15' 11' EX. SURFACE WATER CONVEYANCE SWALE AREA QUANTITIES 1. AREA OF SWALE UNDISTURBED IN JURISDICTIONAL WETLANDS = 413 SF 2. AREA OF SWALE TO REMAIN UNDISTURBED IN PROPOSED UPLAND BUFFERS = 2,101 SF 3. AREA OF SWALE IN UPLANDS PROPOSED TO BE FILLED = 10,182 SF 4. TOTAL AREA OF SWALE = 12,696 SF w CATCH BASIN SCHEDULE FULLY z_ TYPE SOD J C131 JgS ¢� J1� UPLAND BUFFER lg w TO REMAIN W=11.70 4 UNDISTURBED Z J Q / 4 z 14.65 _J w & S=9.82 CB5 C 12.55 MATCH EX. GRADE EX. GRADE C136 50 14.65 S=11.65 ///� CB7 I C EX. SURFACE WATER CONVEYANCE SWALE AREA QUANTITIES 1. AREA OF SWALE UNDISTURBED IN JURISDICTIONAL WETLANDS = 413 SF 2. AREA OF SWALE TO REMAIN UNDISTURBED IN PROPOSED UPLAND BUFFERS = 2,101 SF 3. AREA OF SWALE IN UPLANDS PROPOSED TO BE FILLED = 10,182 SF 4. TOTAL AREA OF SWALE = 12,696 SF w CATCH BASIN SCHEDULE z_ TYPE TOP EL. J C131 C ¢� 28' 12' EXIROAD UPLAND BUFFER lg w TO REMAIN W=11.70 3 UNDISTURBED Z J Q J z 14.65 _J w & S=9.82 CB5 C 12.55 MATCH EX. GRADE EX. GRADE C136 AT EXT. EDGE OF 14.65 S=11.65 UPLAND BUF ER. CB7 I C SILT tib' o -' FENCE ,Lc� 14.65 N=11.35, S=11.15 CB9 � 111 N=9.90 =111 =1114 MAX. iPR❑P❑SED GRADE C =III S=11.65 FULLY SOD E 15.0 SECTIFIN C -C C131 NOT TO SCALE 12.6 5' UNREINFORCED CONCRETE Fc = 3,000 P.S.I. W/ SAW _ CUTS WITHIN 24 HRS. OF PLACEMENT @ 20' D.C. EACH WAY 6' SUB -GRADE STABILIZED TO F.B.V. OF 50 P.S.I., COMPACTED TO A MIN. OF 98% OF MAX. DENSITY PER AASHT❑ T-180 CONCRETE PAVEMENT ALTERNATE IN R,❑,W, NOT TO SCALE w z_ VARIES FR❑MBUILDING LANDSCAPE MATERIAL 50' \23.18' TO 27.13' \ 12' \ STORAGE AREA �\ ,A� F UPLAND BUFFER 50' LANDSCAPE 40' w TO REMAIN w BUFFER 3 UNDISTURBED -J Q } z � O MATCH EX. GRADE MATCH EX. GRADE AT EXT. EDGE ❑F o AT FROM BANK FULLY A UPLAND BUFFER. � TO PROP. LINE SOD o, PROPOSED GRADE PROPOSED FIN. FL. = 15.4 SILT FENCE 1 -ice ----- _I ��I -111 -111 =11 I 4 MAX. 4 I 4 MA I FULLY �X. GRADE v101S.% GRADE SOD SECTI❑N E -E SECTI❑N F -F NOT TO SCALE N❑T TO SCALE w z n 15' 16.5' INTF�PNAL ROAD UPLAND BUFFER\ 12' TO REMAIN 3 UNDISTURBED z _ J Q Z w MATCH EX. GRADE w AT EXT, EDGE OF UPLAND BUF ER. ca Q SILT II FENCE rMAX4 EX. GRADE FULLY R❑P❑SED GRADE SOD SECTI❑N D -D NOT TO SCALE sssss�s�s�s�s�s�s�sss ••sus••••••• MIN. 3' TOP LAYER OF ASPHALT MILLINGS MIXED WITH A SAND FINE AGGREGATE (N❑ MORE THAN 7% BY WEIGHT OF CLAY) INSTALLED IN ACCORDANCE WITH FD❑T - REQUIREMENTS FOR ASPHALT BASE COURSES COMPACT TO A MIN. LBR OF 100. 6' SUB -GRADE STABILIZED TO F.B.V. OF 50 P.S,I., COMPACTED TO A MIN, _ OF 98% OF MAX. DENSITY PER AASHT❑ T-180 TYP, SEMI-IMPERVI❑US PAVEMENT FOR ❑N -SITE IMPROVEMENTS NOT TO SCALE TODD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 L❑CATION MAP NOT TO SCALE NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS •Title gh all documents ith, E. Is theORIGINAL RAISED SEAL ❑F A FLORIDA PHI I SO 0UTsIDE �EECICLE STORAGE copyright of Todd i Snith, P,E, Is vested DESIGNED TNS solely in Todd N. Smith, P.E. these LICENSED ENGINEER documents are provided to the owner T N S solely In connection with this protect. CHECKED Any other use or reuse of these > documents or any reproduction, display, DEC. 2004 sate, or other disposition of these rS DATE documents by anyone is expressly prohibited without consent of Todd N. SCALE A S SHOWN S ITE DETAILS Smith, P.E. pursuant to the Federal Copyright Law.' © 2004, TDDD N. SMITH, P.E. SHAT 3 of 5 TCDD N, SMITH, P,E, #42082 CATCH BASIN SCHEDULE MARK TYPE TOP EL. INVERTS C131 C 14.65 N=12.00 CB2 C 14.65 S=11.702 W=11.70 CB3 C 14.65 W=12.00 CB4 C 14.65 N & S=9.82 CB5 C 12.55 S=9.90 C136 C 14.65 S=11.65 CB7 I C 14.65 N=11.35 S=11.15 C138 C 14.65 N=11.35, S=11.15 CB9 ( C 12.55 N=9.90 C131 C 14.65 S=11.65 C131 E 15.0 i E& N W=8.35 (SEE NOTE #2) C131 E 12.6 W=8.60 (SEE NOTE #3) C131 C 12.55 N INV=9.9 NOTE #1: FINISH PARKING LOT GRADE (MILLING SURFACE COVER) AROUND THEA PERIMETER OF THE CATCH BASIN SHALL BE 3/4" BELOW THE TOP ELEVATION OF THE STRUCTURE IN ORDER TO CONTAIN THE MILLINGS IN THE PARKING LOT AREA. NOTE #2: CATCH BASIN #11 SHALL HAVE SOLID GRATE NOTE #2: CATCH BASIN #12 SHALL HAVE 36" WIDE RECT. WEIR ON THE WEST FACE. INV. = 9.79 PIPE SCHEDULE MARK SIZE LENGTH INVERTS REMARKS PIPE A 12 131' S=12.00, N=11.70 PIPE B 15 84' W=10.50, E=11.70 PIPE C 12 84' W=10.50, E=12.00 PPE D 24 110' S=9.75, N=9.82 PIPE E 24 107' N=9.90, S=9.82 PIPE F 12 101' SE=11.80, NE -11.70 JW/ MITERED END PIPE G 18 163' N-11.65, S=11.35 I PIPE H 24 165' N=11.15, S=9.90 PIPE 1 18 159' N=11.65, S=11.35 PIPE J 24 162' N=11.15, S=9.90 PIPE K 36 298' W=8.35, E=8.60 PIPE L 15" 77' N=10.35, S=10.25 J W/ MITERED ENDS PIPE M 12 54' W=12.45, E=12.35 JW/ MITERED ENDS PIPE N 12 50' S=12.35, N=12.25 JW/ MITERED ENDS PIPE 0 36 119' W=8.20, E=8.35 NOTE: ALL PIPE IS N-12 ADS POLYETHYLENE SMOOTH WALL STORM SEWER PIPE, UNLESS NOTED OTHERWISE. ALL PIPE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. PIPE K & 0 IS A-2000 PVC STORM SEWER PIPE AS MANUFACTURED BY CONTECH CONSTRUCTION PROODUCTS, INC. NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS •Title gh all documents ith, E. Is theORIGINAL RAISED SEAL ❑F A FLORIDA PHI I SO 0UTsIDE �EECICLE STORAGE copyright of Todd i Snith, P,E, Is vested DESIGNED TNS solely in Todd N. Smith, P.E. these LICENSED ENGINEER documents are provided to the owner T N S solely In connection with this protect. CHECKED Any other use or reuse of these > documents or any reproduction, display, DEC. 2004 sate, or other disposition of these rS DATE documents by anyone is expressly prohibited without consent of Todd N. SCALE A S SHOWN S ITE DETAILS Smith, P.E. pursuant to the Federal Copyright Law.' © 2004, TDDD N. SMITH, P.E. SHAT 3 of 5 TCDD N, SMITH, P,E, #42082 , 60.00, i!t SOD AND RE-ADE ALE AS NECESS RYLTO DIRECT AND RD R.o.w SW ALE SWALETO ND NEW SWALEEINSTDALLED ROSELAND RD IMMEDIATELY DOWNSTREAM OF RIP RAP HEADW 6" 6 It O » O 4" I 12" „ 8N „ . » 10" .� " •- � 4 , ASPHALT ROAD CONTROL o 1005.30' ° -10. :_� " ° » 10 ° ° » E 8' STRUCTURE S 04 47 02 --o-- '._.' z lo" 6 4 *�, sN ° o s, a 12„ SEE TAIL ( DE ) e 10„ V IO" �t ;:.' st, » 4„ m ° „6" °° G' O�� 0 1 ,t SITE CORNER O • W,- :.: 14 t� ° » • 10 e o e 16" ZONE _ • CLEAR —a- ° 6N ° 4' 14" ° {,_�:.,- .= , _ 4" " 14" 1 „ _ •�•■ optYzyl 8 i 2» 12 12 : ° r. E;.�.::: : r N 10 pt 14 „ ;� : $iI^ '8 - 10 6so so 12 >. n is 6 10 » _. . » »•, ,;` ' // :. _ 0 ii :' 0 8 r •�� N . '4 O O O t f• •M' j•i• - . Jl/ . �6 v:=. I - : 1.8 - 6 10 - ° �. 10 "1 „ 10 i =� , �j 8 `�., r� A , S • t..• j. - 10 c' ,S'is �,�1 10 '4 =4 1 7� 16 :0 10 •1 14 ,• N - „ „ , it 8 •12 o - •6 12 `- •:4' -t' +"ti• _ N 4 Q `4 10 .:y . .i. Q - �•12 - , i6 14 f 4 �. 8 N o N i /. LL► f: _ _ 8 cn 1'lX g0 2 �°' _ w 14 :;" 6 8 14 ~-K .� o 1'0 8 `g 14 ` » 4 F `8 G7 16 - > `r 4 -► H z • '6 -14":r _ m a - a H i - 12 - a ~1 '\ 1s N 6 � o••�-:i s.y:=• '�. � N 12 c 10 14 804 0 f. N :8 �- 8 s» - a - �8 a 1 oss a .:Y: •i•0. 1• 10: r + N" 6 1 x 14 0 `10 10" 10. 4 i 6„ \':\ \6\t\*4;�4:; \ \ \ \ \ \ \6 \ \: + = 1Q„ \ \ N 1-4 a Ae • __ Q► w ' �, )/ 10.1 '14'= .: - .; .s„ 10 8„ ,9 \ \ `� \ i \ s„ to CO '. .10 14" 10% .� 0,f 12„ 14 1 ` „ s \ " to CID 6 '4' 2 12": \ + + islool ° YAC• (+ ° 10 J ,. ° 14» U BPI 10' / 12" t -r 2seLO to „ 14 e ;:::. „ '>� ' r s -> 8 12 i EX. WETLAND 12"6"r/ ~ 14 6 rn co C .1� 8 TO REMAIN AS IS g Wz 16"; / , • / / �.:. _ •ii`• CIO 4N' -- \ L' r x0.90 ACRES �w / ', '"t'' �6»,"4" _ $„ �► SEE WETLAND NO LS _ �I' j / -:;. Xo ./ / �__ ! �s;;.. :. :c� 1:_LO P 1 �' + N ON SH. 1 REGARDING �Q s . t.: » fi.:, _r~' /� _� 12 •':; 12--• _ C 4 O PERMIT - TING AND l 8 Q 6 / V_1 ,•:'• JURISDICTIONAL s_ .,;� ,. - -,,' t N-\ 3 12 / =6 4: .8 » 8 '"l0" '' , \ _/ ., 12 I 6 LINE VERIFICATI �2 Q:•::y �:`co + + ° L \ f / ' N_ : »g „f •:.:f- ; :• y •_=�`_•1:. . 4 + + r4 . r"+r"f ' ii• tt ' :s �:•` » y:t \\ rn ••l0+ + + + + + + + + + i4" 6 10" 12N 10 e+ + � „ i;;_ its + + + + + 16� + 10" �10,t , ',+::t.12 / \ ..... � ••'_.•{"'•_• „ / \ \ \•'•lam•' \ • ':R ��` �'' 8' \ `•..,: \ •�., 1\-•,; N llwy 14 +s== 12r" :a, :;- / 24 d, _$'' 8 „"• :4 :4„ + \ :,. s,. a„ �6N ° + 2= - 10 .1 N / \ ,,\:=:a �•`�:r 8„ 4\� 18 12 ;. 1i + `�` ., .. : t. // / 6 _:7:� :` _:=: =.� X1,6 3.- \ \ : g ,. 40; + - + + +14" 18 61' " ,;,'.._ 0 10"l ' \ ��... '. R :..•=-. ''� 10: ,. so 1A lots it 2 1G ._ 12, o g 119 609 6+ + + - oil +00" +�v TE,� 8 Is 1, s6d F-112 �, N 00009'14" 6.49' 10„ s.. a„ 10" Io 4 • o • 14" 12" • ,� D WN � 14" � 10" 10 � o!�� t o EX. CURB LANDSCAPING DATA 1. LANDSCAPING REQUIRED FOR FULL BUILDOUT OF ENTIRE SITE A. ROSELAND RD. R.O.W. = 1,005' X 1 TREE/25' = 41 CANOPY TREES B. NORTH PROPERTY LINE = 452' X 1 TREE/35' = 13 CANOPY TREES C. SOUTH PROPERTY UNE (AIRPORT DR. WEST) = 374' X 1 TREE/25' = 15 CANOPY TREES D. EAST PROPERTY LINE (AIRPORT DR. WEST) = 1,036' X 1 TREE/25' = 42 CANOPY TREES E. INTERIOR LANDSCAPING = 22 SPACES X 15 SF = 330 SF 22 SPACES X 1 TREE/5 SPACES = 5 CANOPY TREES F. NON—VEHIC. OPEN SPACE: 154,731 SF X 1 TREE/2,000 S.F. = 78 CAN. TREES 3. TOTAL LANDSCAPING REQUIRED AND PROVIDED FOR FULL BUILDOUT OF SITE A. TOTAL CANOPY TREES REQUIRED = 194 TREES 4. EXISTING LANDSCAPING ON—SITE A. EXISTING CANOPY TREES ON—SITE = 254 TREES 1. 31 (2"-4" OAKS) + 51 (5"-10" OAK) + 9 (11"-20" OAKS) = (1 X 31) + (2 X 51) + (3 X 9) = 150 TREE CREDITS 2. 10 (2"-4" PINES) + 23 (5"-10" PINES) + 16 (11--20- PINES) = (1 X 10) + (2 X 23) + (3 X 16) = 104 TREE CREDITS 5. NEW TREES PROVIDED ON—SITE A. NEW CANOPY TREES PLANTED ON—SITE = 5 TREES B. NEW UNDERSTORY TREES PLANTED ON—SITE = 15 UNDERSTORY TREES 6. TOTAL CANOPY TREES PROVIDED ON-SITE (NEW + EXISTING) = 259 3 6/06/05 PER COMMENTS FROM CITY OF SEB. 2 5/17/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 1 13/15/05 I PER COMMENTS FROM CITY OF SEB. & ST. JOHNS NO. I DATE I DESCRIPTION LANDSCAPE LEGEND NOTE: NO CREDIT IS TAKEN FOR TREES WITHIN THE WETLAND AREA AND UPLAND BUFFER AREA. THE TREES IN THOSE AREAS ARE IN ADDITION TO THE EXISTING TREES DOCUMENTED ABOVE. �• PINE TREE (SIZE NOTED) TO REMAIN OAK TREE (SIZE NOTED) TO REMAIN MAPLE TREE TO REMAIN PINE TREE (SIZE NOTED) TO BE REMOVED '* OAK TREE (SIZE NOTED) TO BE REMOVED LIGUSTRUM OR SEAGRAPE SHRUBS (30" O.C.) 24" HEIGHT ® PLANTING (36" HEIGHT ALONG ROSELAND RD.) NEW CANOPY TREE (OAK, RED MAPLE, DAHUNE HOLLY OR ANY TREE APPROVED BY CITY OF SEB. (5 TOTAL) 12' HEIGHT ® PLANTING NEW WAX MYRTLE, CREPE MYRTLE OR BOTTLEBRUSH 5' HGT. ® PLANTING UNDERSTORY TREE (15 TOTAL) Q= 250 W METAL HALLIDE ON 20' HIGH CONCRETE POLE 6 LOCATIONS TODD N. SMITH, P. E. PHILIPSON OUTSIDE VEHICLE STOJDL%,AGE 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 LAND • �� E ]PLAN i LANDSCAPING AND IRRIGATION NOTES 1. LANDSCAPING AREA SHALL BE MAINTAINED BY AN AUTOMATIC LOW VOLUME SPRINKLER SYSTEM WITH A MOISTURE SENSOR INSTALLED. IRRIGATION SYSTEMS SHALL BE REGULATED BY AN AUTOMATIC TIMER OR CONTROLLER. 2. ALL UNDERSTORY TREES SHALL BE 6 FT. HIGH AT PLANTING. ALL HEDGES SHALL BE 2' `HIGH AT PLANTING AND 30" ON CENTER. 3. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF SEBASTIAN ORDINANCES. 4. IRRIGATION CONTRACTOR SHALL VERIFY LOCATION OF EXISTING WATER & SEWER LINES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL USE HEADS AND DEVICES APPROPRIATE FOR THE LANDSCAPE MATERIAL TO BE IRRIGATED. 6. LOW TRAJECTORY HEADS OR LOW—VOLUME WATER DISTRIBUTING DEVICES SHALL BE USED TO IRRIGATE CONFINED AREAS IN ORDER TO PREVENT OVERSPRAY ONTO IMPERVIOUS AREAS. 7. CONTRACTOR SHALL SUBMIT A SHOP DRAWING TO THE ENGINEER PRIOR TO INSTALLATION SHOWING PROPOSED LOW USAGE ZONES AND LOCATIONS OF ALL IRRIGATION EQUIPMENT. 8. NO MORE THAN 25% OF ALL REQUIRED PERIMETER LANDSCAPE STRIPS SHALL BE COVERED IN SOD OR GRASS. 75% OF THE REQUIRED STRIPS SHALL BE COVERED IN RECYCLED OR ENVIRONMENTALLY FRIENDLY MULCH. ALL FOUNDATION LANDSCAPE STRIPS SHALL HAVE NO SOD OR GRASS AND SHALL BE COVERED 100% IN RECYCLED OR ENVIRONMENTALLY FRIENDLY MULCH. SHRUBS IN FOUNDATION PLANTING SHALL BE FROM APPROVED LIST IN SEBASTIAN LAND DEVELOPMENT CODE. 9. GROUND COVER PROPOSED IN THE AREAS OF FUTURE BUILDINGS SHALL BE TEMPORARILY SEEDED AND MULCHED ATOP AN 6 INCH STABILIZED SUBGRADE IN ACCORDANCE WITH SUBGRADE SPECIFICATIONS FOR MILLING SURFACES ON SHEET 3, UNTIL SUCH TIME THAT CONCRETE FOUNDATIONS ARE PLACED FOR THE FUTURE BUILDING. 10. GROUND COVER PROPOSED IN THE AREAS OF RETAIL SALES OF LANDSCAPE MATERIAL WILL BE THE SAME MATERIAL THAT IS BEING STORED IN THE RESPECTIVE LOCATIONS ATOP THE SAME SUBGRADE NOTED IN ITEM #9. NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS Title to all documents which bear the ORIGINAL RAISED SEAL OF A FLORIDA LICENSED TNS copyright of Todd N. Smith, P.E. is vested DESIGNED solely in Todd N. Smith, P.E. these ENGINEERdocuments are provided to the owner solely TNS In connection with this project. Any other �� CHECKED use or reuse of these documents or any reproduction, display, rile, or other DATE DEC 2004 disposition of these documents by anyone is expressly prohibited without.consent of Todd �� N. Smith, P.E. pursuant to the Federal SCALE 1 = 40 Copyright Law.' © 2004, TODD N. SIi= P.E. SHEET 4 OF 5 TODD N. SMITH, P.E. #42082 H A W E -'FO d E, v ¢aE-+ 'tea 0 EXIST. DRAINAGE CONVEYANCE SOD ALL AREAS DISTURBED IMMEDIATELY DOWNSTREAM +,y- �� �� '� PRIMARY BENCHMARK SWALE TO BE FILLED AS PER PLAN OF THE PROPOSED RIP RAP HEADWALL EX. 12" CMP __ p i TOP CM FD EXCEPT ALL PORTIONS OF THE SEE SHEET 1 FOR HEADWALL LOCATION. fd INV- 7 STAMPED "X 436, 1995" SWALE SHALL REMAIN UNDISTURBED WHERE = �`L�00'S EX. 36" CC S.INV= 11.44' ELEVATION=13.99' THE EX. SWALE IS WITHIN JURISDICTIONAL WETLANDS 'S NAD 1988 AND PORPOSED UPLAND BUFFERS Iv.vv.INV= 7.71' app -b `° k� S.E.INV= 8.08' '` '� ► O+ k `lam- . . '. •�`L�+��k0 'S� �."� ° 413. 61,, 01 �� +phi' 6" &) kp`L�k �'� o ` ! ,�v+k61 „\'S .�`L ��. gyp. hp '� N 1._� 4" 6"— \+�.°` o °I',t,- ALT ROAD !�� �� '.'� " 1005.30 10" — 6" ° ° $,. _l!� k�, v . �7 ASPHALT E .\ c _ S 04°47 02 -� 1.10" 4 6" 4• ° ° 66" ° °. 12" 4" $ _ 6,. 1 4" m ° 6„ k�, +1.5�^� ,\kph p K61 o �k .\ o �ti `off 10 10"10" rO`�+ p 0� 6" 4., ° ! ° n -0-10" _ �`t '� 6" W4" 4" 14" ° 8 ��o� ,\ ,�� 4.. 4" 3S 4 W " 16" ° ° " k� `L �h �k 4" 0`L 4$" 8' $.. �h+ 0" �h ° $" 0 36' �S .. .....8-. o .._. .4.h J .1`�. ° W kro 0" t 14" 12" 12"12 S 10=6 _ �'. .. ra + .$ $" `n -o-- +JK -mak - 1 x'10" 6P ,� 0 10" _ _- 35 3S 12 8 . 6" C - " 12" � 6.. 3S 18" 7•' • Gj 12 14 10 10" �� ° " 3S- -.. _ + �p b ° 4,.• 4. :� I4 4» _ 4^ 0" r + 8 " " -10" 3S - 35 1; 4 8 4rz + �� ° 10" • 14" 6" �� **4 "0.4"' 4P :16" 10„ 6 4 3S --ham 6"•10"14' o10 3S 3S =�.. �-- ° 12" .. ", t 4 ............ •-- .........., 0� $" : k2': =g 16" 0 412 . 10• _ 0 8" 8" �... 4 _ ^ i>,,» .'.. �j�. tx. ° — ,�4 .. 14 d .... 8 P4 t1�6" 8„ 14 12" ° Q... '• ... •8 ,��i ° 6•• 14 �4•, = F o 8" `� . V�1- + .�h' "7 ' 8 4 r __.r... Sa- ._•. -•-•--•-- 8" 10'x- 10 ,\p- 8 ° 6 n ° " •. 8" 8 4 ^ A 6 `F ------------ -- ... 14 ° + 6 • .. _ ... - � .. , .. w w w o a ° 0" ¢ - -- -- 12" S» 6 `L 10" r, 22"' s - o o a. x o:+.� ° x 1Q• 12" ,�'� o' W-._..° 2" Vy_ g^' 10" a���0a x J 14' Lam_ as, -Js-10",8 •. �,�rz� "a � a, E. o : 6„ 10" 8 s: - �� -^- 10P 12 24 4" 6" © V g" t % 10" 0 ti A �' a E- -4 1 E--, �, 10" 6 10" 6' - . I a la-- 10" s 10" ,�� 16" 12° �k. �„ w o w ra4" Iik 10" •' ti• -1 6». 6" 10" � `ya 1` Q{ �' , y� / 0"14 g'• 10" 8" 00 + Hca 101"8" ��. � 6 CP - ,'b. / 14„ 0.. IO" 6" 12" 14 $ 6"' 6" 10- 14" '.� ` rl 18' + 35. � 6" ....... >..._.......'.....:.....,..,tD................... ....... 4,r _.. t .4't------------ + 6 10" 12 ° 10" 8„ 8" R7 ° " ° ° 12 : 10 4» 1 101 = +•.`Lh 8 �q�`5 8P 6„ 4P 8rr C\2 14 �' 10" �� 14" 1Q" ° .. ... .. .. ...61y. ... ... 6 d' lx" E _ POST - 2" x 2" x 6' HIGH PRINCIPLE POST WOOD OR T -BAR STEEL POSITION (20' TOWARD FLOW) 6" FABRIC EMBED 20•f BELOW GRADE WITH A 10' MAX OPTIONAL POST MIN. 4" RER.RN AT 90' www POSITION - D- vvvvvvvvvv� vvv o � Jv 7vvvvvvvvvI vvvv FILTER FABRIC - v v v v v v v v v vv v v (IN CONFORMANCE FILTER SILT FLOW 7vvvvvvvvvI vvvv)WITH SEC 985 F.D.O.T. FABRIC SPECIFICATIONS)ton L� SILT FLOW 6„ ELEVATION FABRIC EMBED (TYP.) 4 MIN. TRENCH DETAIL NOTE: SILT FENCING SHOWN OFFSET FROM PROPERTY LINE FOR CLARITY. CONTRACTOR SHALL PLACE FENCING AS CLOSE TO PROPERTY LINE AS PRACTICAL. ALL SILT FENCES TO BE INSTALLED BY HAND. PRIOR TO THE COMMENCEMENT OF LAND CLEARING AFTER REMOVAL OF BRAZILIAN PEPPERS ON WEST PROP. LINE. ALL OTHER SILT FENCES AS PER PLAN SHALL BE INSTALLED PRIOR TO ANY LAND CLEARING AND/OR LAKE CONSTRUCTION. TYPICAL SILT FENCE N.T.S. crn,LlENT CONTROL DETAIL SILT FENCE PER DETAIL FILTER FABRIC f k . - $" .' �' - ° o� 12" TYPICAL SILT PROTECTION 10„ !4" j 14 14" d 4" D<C�ll�- 10" '� �„ 8" :��. �� 6" $ 8� 4. o + aroo `l • a 1 12" 14 + + 6" : + �DAT DITCH BOTTOM INLET �. p 0CC)8„ ,12" 8„ 10 �j �.�. 10 ° o ' ° g^ "GQ 1rO . g4 +:.`k 0 + 16., ° ° 4P 6„ 4,,. 8 ' '� CO NTS _ EX. WETLAND 6.." ! to"" 5„ : o� 4 ° 4 .°Lo ' 3� TO REMAIN AS IS 6" y` " .fin 6" 6" 4;; ° .4» ° 6„ ° + CC ,. rte` 12" 0.90 ACRES i la 4„ 6 ° d-. ° �4„ . ° SLS } •.°� : lN- �O g' 4" . ' °° : 6'; 8 g" 4 ' Z` 3S'co � 18 • 6 8 12" +'�'� ° 8" + 4^•, g 8" 4„ 8 10' 127: .len" ;. t. R '••, ,••" .3Si g 8" 8 4,• 8„ 14"� I •.;�� .3S .�`L� a ,�8,° •.pro. 6, g" 8.. �•'� g^ U + :..., _ ••• •/ �1 + 14P 1� ,� ,� 6" 8„ 8" 1:1 ° 10 ° 10" 10- s. 12" 10" 8" ° Ix k ....� 4 18 10" "w 1 0„ 12" 6" 6" ° $" g.. °-............... 5 0 < e" • 19" ° . ° s + h 12" 10" IO' ro •�`�0.0(`}' 14" 14" 6„ prt, 24" 8" 8 4, 4 4" g" �� �� g 12' �� 12' 10" + 6T 8" 8" 14•' ° I '� Sl k + •.�' i8" EX. CB 6 ° ° 6' + 6" + 14" 8„ » TOP= 13.64' 6' 6 4a" 10" •lA"... .................... 66:8." �_ �, 12^ 4„ ° + `h6k til 4" 8 EX. W INV. = 7.40 2" kk 0" 1: i8°.... 12 ° 6„ 6" 6" ...10 + EX. E INV. = 7.50 12" �� V�'...14^.. __ 8" s 6" ° ° 8„.,, 6., ,`iii• ^ , Vr a y-_ _ ” ' of O eF cr SE rt`1 N 12" cn N 00°09'14" W 1036.49' �' » 12" la" �o s" $ kh + '�� 6 la" 4" + ° + 1_11 ,��,' 0 0�O '� 14 0 14 �k� 10 '` �p 0 99 h p?� `� �� ' `► 1 a' �h� �h� ,`'�• ,°`- t o �->�.%EX. CURB sky ,`Ek. ASPHALT ROAD ,�k who .,k`� �k�k AIRPORT DRIVE WEST hk i �p ( �•5. �h^h' k �h. 100 R/W k pry. oh qAM cn kh '1�� +k'. EX. 19' OF 36" CC� o, '\''h,�� .,�`L pa p?kh 15" CC 132.94' �k�� b o ,�k�,.`� AIRPORT DRIVE WEST I ❑ �r EX. N.W. INV= 9.90' [kI +Q' '� 4,. 1p +'� ❑gyp' W.INV= 10.74' 100 R/W EX. S.E. INV= 7.40' EX, CB ' + + TOP= 13 55' Nk. �Nk• ® E.INV= 10.62' LEGEND SF SILT FENCING PER DETAIL BALED HAY BARRIER ®A 24' SQUARE CRUSHED STONE PAD (57 ROCK) LOCATED AT THE CONSTRUCTION SITE NIT TO PROVIDE A PLACE FOR REMOVING MUD FROM TIRES THEREBY PROTECTING PUBLIC STREETS. 2 6/06/05 PER COMMENTS FROM CITY OF SEB. 1 3/15/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS NO. DATE DESCRIPTION EX. 15" CC EX. 15" CC W.INV= 11.91' W INV - 10 30' EX 1 " C E.INV= 9.57' E.INV= 10.18' EX. 36" CC N.I /\. 0.71' ADJ. PROPERTY W.INV= 10.33' S.INV= 10.39' UNPLATTED E.INV= 10.01' AIRPORT PROPERTY ziwww 1. THE CONSTRUCTION ENTRANCE SHALL HAVE A CRUSHED STONE PAD LOCATED AT THE CONST. SITE EXIT TO PROVIDE A PLACE FOR REMOVING MUD FROM TIRES THEREBY PROTECTING PUBLIC STREETS. 2. SEDIMENT & EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION IS COMPLETE AND A PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 3. ALL GREEN AREAS AND DRAINAGE SWALES SHALL HAVE SOD INSTALLED WITHIN 72 HOURS OF FINISH GRADING. 4. DURING CONSTRUCTION & AFTER CONST. IS COMPLETE, DETENTION BASINS AND CATCH BASINS SHALL BE CLEAMED OF ALL DEBRIS AND EXCESS SEDIMENT. 5. THE PRIMARY CONTRACTOR SHALL REMOVE ANY DIRT AND MUD CARRIED BY VEHICLES BEYOND THE GRAVEL DRIVE EROSION CONTROL PAD ON A DAILY BASIS. 6. THE PRIMARY CONTRACTOR SHALL INSPECT THE SILT BARRIER ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT FOR ANY BREACHES OF THE SILT BARRIER. 7. ALL EQUIPMENT, FILL PILES, AND SETTLING BASINS FOR LAKE EXCAVATION SHALL BE A MIN. OF 100 FEET FROM ALL UPLAND BUFFERS. 8. CONTRACTOR SHALL CONSTRUCT A TEMPORARY SETTLING BASIN AND RECHARGE ON THE NORTHERN SIDE OF THE PROPERTY MORE THAN 100 FT. FROM UPLAND BUFFER FOR USE DURING THE DEWATERING STAGE OF THE LAKE CONSTRUCTION. CONTRACTOR SHALL NOT USE LARGER THAN A 4" DIA. PUMP FOR DEWATERING AND SHALL NOT PUMP MORE THAN 100,000 AVG. GPD ON AN ANNUAL BASIS OR MORE THAN 1,000,000 GPD UNDER PEAK CONDITIONS, UNLESS CONTRACTOR SECURES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. CONTRACTOR SHALL SUBMITA DETAILED DEWATERING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO THE CONSTRUCTION OF THE LAKE. TODD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 ZONED: AI kh �k1 15" CC ❑\� W.INV= 10.51' + E.INV= 10.46' w PROPOSED STORM DRAIN c Y (n Y m w Q z to 0 LL_0 0 °- o a O J p BALED HAY BARRIER SILT BARRIER AT DRAINAGE SWALE N.T.S. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. PHILIPSON OUTSIDE VEHICLE STORAGE EXISTING CONDITIONS & EROSION CONTROL EROSION CONTROL STAKED HAY BALE • 6" (TYP.) • GRATE • PLAN VIEW GRATE FILTER FABRIC SECTION SEDIMENT CONTROL DETAIL NTS ,f. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT! fj, f CONTROL DURING CONSTRUCTION USING THE LATEST FDOT STANDARDS. ? -' BALED HAY, STRAW AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- OF -WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL ' GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS, OR WATERWAYS. _ 2 STAKES PER BALE BALES TO FLOW ABUT - • SECTION PLAN BALED HAY BARRIER N.T.S. NOT VALID WITHOUT THE SIGNATURE AND THE 'Title to all documents which bear the copyright of Todd N. Smith, P.E. is vested ORIGINAL RAISED SEAL OF A FLORIDA LICENSED solely in Todd N. Smith, P.E. these ENGINEER documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other t disposition of these documents by anyone is expressly prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal Copyright law." © 2004, TODD N. SMITH, P.E. TODD N. SMITH, P.E. #42082 LIGHTLY COMPACTED SOIL ALONG UPSTREAM EDGE OF BALES FLOW DRAWN TNS DESIGNED TNS CHECKED TNS DATE AUG 2004 SCALE l "=50' SHEET 5 OF 5 pry. oh qAM cn kh '1�� +k'. EX. 19' OF 36" CC� o, '\''h,�� .,�`L pa p?kh 15" CC 132.94' �k�� b o ,�k�,.`� AIRPORT DRIVE WEST I ❑ �r EX. N.W. INV= 9.90' [kI +Q' '� 4,. 1p +'� ❑gyp' W.INV= 10.74' 100 R/W EX. S.E. INV= 7.40' EX, CB ' + + TOP= 13 55' Nk. �Nk• ® E.INV= 10.62' LEGEND SF SILT FENCING PER DETAIL BALED HAY BARRIER ®A 24' SQUARE CRUSHED STONE PAD (57 ROCK) LOCATED AT THE CONSTRUCTION SITE NIT TO PROVIDE A PLACE FOR REMOVING MUD FROM TIRES THEREBY PROTECTING PUBLIC STREETS. 2 6/06/05 PER COMMENTS FROM CITY OF SEB. 1 3/15/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS NO. DATE DESCRIPTION EX. 15" CC EX. 15" CC W.INV= 11.91' W INV - 10 30' EX 1 " C E.INV= 9.57' E.INV= 10.18' EX. 36" CC N.I /\. 0.71' ADJ. PROPERTY W.INV= 10.33' S.INV= 10.39' UNPLATTED E.INV= 10.01' AIRPORT PROPERTY ziwww 1. THE CONSTRUCTION ENTRANCE SHALL HAVE A CRUSHED STONE PAD LOCATED AT THE CONST. SITE EXIT TO PROVIDE A PLACE FOR REMOVING MUD FROM TIRES THEREBY PROTECTING PUBLIC STREETS. 2. SEDIMENT & EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION IS COMPLETE AND A PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 3. ALL GREEN AREAS AND DRAINAGE SWALES SHALL HAVE SOD INSTALLED WITHIN 72 HOURS OF FINISH GRADING. 4. DURING CONSTRUCTION & AFTER CONST. IS COMPLETE, DETENTION BASINS AND CATCH BASINS SHALL BE CLEAMED OF ALL DEBRIS AND EXCESS SEDIMENT. 5. THE PRIMARY CONTRACTOR SHALL REMOVE ANY DIRT AND MUD CARRIED BY VEHICLES BEYOND THE GRAVEL DRIVE EROSION CONTROL PAD ON A DAILY BASIS. 6. THE PRIMARY CONTRACTOR SHALL INSPECT THE SILT BARRIER ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT FOR ANY BREACHES OF THE SILT BARRIER. 7. ALL EQUIPMENT, FILL PILES, AND SETTLING BASINS FOR LAKE EXCAVATION SHALL BE A MIN. OF 100 FEET FROM ALL UPLAND BUFFERS. 8. CONTRACTOR SHALL CONSTRUCT A TEMPORARY SETTLING BASIN AND RECHARGE ON THE NORTHERN SIDE OF THE PROPERTY MORE THAN 100 FT. FROM UPLAND BUFFER FOR USE DURING THE DEWATERING STAGE OF THE LAKE CONSTRUCTION. CONTRACTOR SHALL NOT USE LARGER THAN A 4" DIA. PUMP FOR DEWATERING AND SHALL NOT PUMP MORE THAN 100,000 AVG. GPD ON AN ANNUAL BASIS OR MORE THAN 1,000,000 GPD UNDER PEAK CONDITIONS, UNLESS CONTRACTOR SECURES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. CONTRACTOR SHALL SUBMITA DETAILED DEWATERING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO THE CONSTRUCTION OF THE LAKE. TODD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 ZONED: AI kh �k1 15" CC ❑\� W.INV= 10.51' + E.INV= 10.46' w PROPOSED STORM DRAIN c Y (n Y m w Q z to 0 LL_0 0 °- o a O J p BALED HAY BARRIER SILT BARRIER AT DRAINAGE SWALE N.T.S. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. PHILIPSON OUTSIDE VEHICLE STORAGE EXISTING CONDITIONS & EROSION CONTROL EROSION CONTROL STAKED HAY BALE • 6" (TYP.) • GRATE • PLAN VIEW GRATE FILTER FABRIC SECTION SEDIMENT CONTROL DETAIL NTS ,f. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT! fj, f CONTROL DURING CONSTRUCTION USING THE LATEST FDOT STANDARDS. ? -' BALED HAY, STRAW AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- OF -WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL ' GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS, OR WATERWAYS. _ 2 STAKES PER BALE BALES TO FLOW ABUT - • SECTION PLAN BALED HAY BARRIER N.T.S. NOT VALID WITHOUT THE SIGNATURE AND THE 'Title to all documents which bear the copyright of Todd N. Smith, P.E. is vested ORIGINAL RAISED SEAL OF A FLORIDA LICENSED solely in Todd N. Smith, P.E. these ENGINEER documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other t disposition of these documents by anyone is expressly prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal Copyright law." © 2004, TODD N. SMITH, P.E. TODD N. SMITH, P.E. #42082 LIGHTLY COMPACTED SOIL ALONG UPSTREAM EDGE OF BALES FLOW DRAWN TNS DESIGNED TNS CHECKED TNS DATE AUG 2004 SCALE l "=50' SHEET 5 OF 5 SILT BARRIER AT DRAINAGE SWALE N.T.S. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. PHILIPSON OUTSIDE VEHICLE STORAGE EXISTING CONDITIONS & EROSION CONTROL EROSION CONTROL STAKED HAY BALE • 6" (TYP.) • GRATE • PLAN VIEW GRATE FILTER FABRIC SECTION SEDIMENT CONTROL DETAIL NTS ,f. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT! fj, f CONTROL DURING CONSTRUCTION USING THE LATEST FDOT STANDARDS. ? -' BALED HAY, STRAW AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- OF -WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL ' GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS, OR WATERWAYS. _ 2 STAKES PER BALE BALES TO FLOW ABUT - • SECTION PLAN BALED HAY BARRIER N.T.S. NOT VALID WITHOUT THE SIGNATURE AND THE 'Title to all documents which bear the copyright of Todd N. Smith, P.E. is vested ORIGINAL RAISED SEAL OF A FLORIDA LICENSED solely in Todd N. Smith, P.E. these ENGINEER documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other t disposition of these documents by anyone is expressly prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal Copyright law." © 2004, TODD N. SMITH, P.E. TODD N. SMITH, P.E. #42082 LIGHTLY COMPACTED SOIL ALONG UPSTREAM EDGE OF BALES FLOW DRAWN TNS DESIGNED TNS CHECKED TNS DATE AUG 2004 SCALE l "=50' SHEET 5 OF 5 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT! fj, f CONTROL DURING CONSTRUCTION USING THE LATEST FDOT STANDARDS. ? -' BALED HAY, STRAW AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- OF -WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL ' GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS, OR WATERWAYS. _ 2 STAKES PER BALE BALES TO FLOW ABUT - • SECTION PLAN BALED HAY BARRIER N.T.S. NOT VALID WITHOUT THE SIGNATURE AND THE 'Title to all documents which bear the copyright of Todd N. Smith, P.E. is vested ORIGINAL RAISED SEAL OF A FLORIDA LICENSED solely in Todd N. Smith, P.E. these ENGINEER documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other t disposition of these documents by anyone is expressly prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal Copyright law." © 2004, TODD N. SMITH, P.E. TODD N. SMITH, P.E. #42082 LIGHTLY COMPACTED SOIL ALONG UPSTREAM EDGE OF BALES FLOW DRAWN TNS DESIGNED TNS CHECKED TNS DATE AUG 2004 SCALE l "=50' SHEET 5 OF 5