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HomeMy WebLinkAbout2006 (Box 2 #46) Storage Phased Site Plan - About StorageWETLAND NOTES J PRIMARY BENCHMARK THE ON -SITE WETLANDS ASSOCIATED WITH THIS PROJECT WERE ORIGINALLY IDENTIFIED - AS PART OF A LARGER WETLAND TRAVELING WESTWARD FROM THE LOCATION SHOWN ON THE PLAN. PLAN, p.W SWALE AS NECESSARY TO DIR DIRE " TOP CM FD EXIST. DRAINAGE CONVEYANCE SOD AND RE -GRADE ROSELAND THE JURISDICTIONAL LINE WAS SURVEYED AT THE TIME OF THE PERMITTING OF THE ROAD CREATION SWALE TO BE FILLED AS PER R mVNm. 12 CMP O STAMPED "X 436, 1995" OF AIRPORT DRIVE WEST ON THE EAST SIDE OF THIS PARCEL AND THE DEVELOPMENT OF THE ADJACENT PARCEL TO EXCEPT ALL PORTIONS OF THE SWALE EX. SWALE TO EX, CROSS PIPE UNDER THE EAST. THE NAME OF THAT PROJECT WAS "T-HANGER DEVELOPMENT / ACCESS ROADS" WHICH WAS ROSELAND RD. AND NEW SWALE INSTALLED + Q� p �11� 1 y ELEVATION=13.99' DEVELOPED IN ASSOCIATION WITH THE SEBASTIAN MUNICIPAL AIRPORT. THE ROADWAY CONSTRUCTION HAS ISOLATED THE SHALL REMAIN UNDISTURBED WHERE _` -- N ENV= , �`l �� O IMMEDIATELY DOWNSTREAM OF RIP RAP HEADWALL �+ U- � �• 44 ,�'"j________ O N AD 1988 WETLANDS WITHIN THIS PARCEL BOUNDARY. THE JURISDICTIONAL LINE HAS BEEN VERIFIED BY ST. JOHNS WATER MANAGEMENT THE EX. ANAL PRIS OPOISED UPLAND JURISDICTIONAL SJN - o DISTRICT IN ASSOCIATION WITH THE ADJACENT DEVELOPMENT NOTED ABOVE IN APP. NOV. 2002. REFERENCE ST. JOHNS PERMIT EX. 36" CC �Q NO. 40-061-680172-3 FOR ADDITIONAL INFORMATION. THIS PROJECT PROPOSES NO IMPACT TO THE ON -SITE WETLANDS AND WETLANDS -_ �_ SEBASTIAN AIRPORT STORAGE LLC N.W.INV= 7.71 �� ASPHALT SIEVE PHILIPSON �� PROPOSES TO ALLOW FORA 25 FT. WIDE UPLAND BUFFER AROUND THE PERIMETER OF THE WETLANDS AS SHOWN ON THE SITE PLAN. ----- , 415 LIVE OAK DR. �° C, 00, S. E.I N V= ��(o 7722-696-5585 L. 32963 ���Q ��1N Ilk �� � °'� o OS] + Dc O DdJ\ O� N ��� ��� o KAYAK & CANOE RENTAL, SALES &TOURS `1, �co ,�O' \O' -O - REA CENTERLINE OF EX. ROADSID SWALE INSTALL RIP -RAP + \�. N 1-STORY METAL BLDG. O - sF OPEN A HEADWALL (SEE $tip + +\Q RELOCATE GROUND SIGN ASPHALT ROAD 1,200 t Q SAME DISTANCE TO PVM'T `LKAYAK STORAGE WOOD CONTROL �2) g00 GAL- �� 99 E 10- 30' F F> DETAIL) _ 1 AS PARK SIGN ACROSS STRE T ,j _ STRUCTURE S 04-4'7 02 � � U1 AGE STANDS 5.5' SEPTIC TANKS + WATER SUPPLY � CJ� �� + (SEE DETAIL) & 400 SF .•�■ ��. Cj� Oh IX' CO EQUIPMENT L/1 O N �j O FLAG POLE `'HASE 7) DRAINFIELD�cyl ,N �. \ �"�� '�� SITE CORNER O 1 HASE 2 x 12 32 O CLEAR ZONE tx �- 1<D � j�� �`L x 12.64 UIP. BLDG. ^9 +0 F.F. EL=15.4 - ti 5 �"� D�° �""' �_ � � � VEHICULAR WASH AREA + I tx d /HOSE USE ONLY) - �� 15.1 15.15 11 15. N< \ ,1 W o �Q \ _ RV -SEWER 0 O � � ,. Q DISCHARGE CON ECTION - 15.25 15? 120'\ �� x 14' � -'\ +7 �j AR WASH EQUIPMENT�i I gCARGE CON t CH. 64E-15.004. - 3 �$ �' J •7 1 �• \� ,d (PHASE 2) = SELF STORAGE /140' BLDGREBSE O 0 C)l O �s g e\ L=ti STORAGE , _ ❑ s GJ 5.25 sa O - ------ "-- FUTURE SELF STOR GE O , FI 5.4 � BLDG. "C" x > 14.9 m O 10 10' BLDG. "A' O �\ �� + 5> - �� �cb / \ �4l 14.9 N- C U NOSE d' � � (FP HASE 10) F.F 4 14,23C_+ �� __ __ _ _ _ �� / / CO +~ 1 4 \ / 1Q.\ HASE 4) O 5 O °� 5 O _;, PHASE 11 14. �PyP �16. < 14.so 4 4.so 4 �ZIIZZ114V 120' 309.33 11.80 + + '' �P5 Ds0 14.80 �� +\ �. 5.2 15.25 15.25 15.20 \ 110 1 G� C� C� 15.05 14.85 J NO </ O +\ 14.5' 80 �� CO �O/ /� D HP 14.B0: ....... O' 14.80 �� 15.15 L) 2Q' C7 Nc PHASE �O� 32 I D �� CB#4P c�.r 1a.ao `� NO�O C� oB#7 - r CB 4 Sri z E..� z C� 14.E 5 /p< 14.80�+ 14.70 14.70 H n0. ❑ O Q Z �� h0 I , cv N. TRA 1P\N �°�0 5 + PIPE +` 40 W ¢ w W o a� +��' o + x 14.57 Np,GEMEN Z\ON FOUpNSE 2i 1k. �4F + o, + O' 15.1 (1 �E" CL� E-+ + c� RMw A1ER M Ag AS1N W P\GHj KPH o 1� 1` �0 j _ 01) Cy � CJt 15.10 - „- � � � 0 a0 ,� o WET OE�ENTION E­i' 20 1k� /O1 o �45;� �� �, T 7 ❑ ❑ HP 35 a z w w H T o �' 15•ti5 4 4 2� � o o_ 40 SPACES (PHA E 1) ` �� z O r~ H 9 g0 14�0 ' F vs 50� HP / D �+ u1 15.25 MILL NG RO ND V + `� \ ' /� N1 RC , F 0 CV \ \ \ \��1 \ "� F�'CFIALCL OUTDOR4S�ORAGA SP>A ES dy ' 1.80 rJ 1� R NG�oSED t S GJ 15 2 / Lo + �i5 Q� 5.1 O 14.90 14.5 + PSE 1 pUPNT�P 0 BNGE 4 8o U �Q, f �� Q� 15.15 14.9 OD ow � cn PN PPEPGE PREP\NK FE 1 20 'j' o� 14�0 \ cT W \ \ \ \ \ \ 6 H\ONNo GOER ~tom 4 LO 0 269.77' + Q + 3 p1R1 GR 15.10 1 S 1 4 `� � �r co o H 2 4�0 (j4 iL O- 10 pEUNEP `�� N s3 r + w II t--i 25' 20 22 14.80 P1 4a" OSPPGE 1�6) (TYPE d �j 4f! b'' 25> �j� 4 � 15.3035 ® iC) 15.10 HP t\ L� I H N .So O ` GTOR GES �N \'A" #1�3 .r CB#3 i �' - - 15.25 a 15.15 �' �' V) O 15.25 �� n Y PNPSE 31g•5 O_ = REFUE G P Oj \ 9 + Cp REFLECTORS AT 48" O.C. (5'x� r�I�FROM x 1 N - PPRK\N P R FD N 5 14,75 Uj� } O 3' STORAGE AREA W/ 10' RADII 4ERS & 25' RETURNS �c� Q 15p5 + 3 t\� UPLAND 4�.� M f- ^f'a FOR TRAFFIC CONTROL \ IDm a o PUP �, p�Ro • � �• � , � � U �; `�, . Cp�� 1 �� e-1 obi a LP 0`NGN RPM oQ O 14g5 14.�5 C�LNPSE 5 1 +\� PGE TEsg6 BUFFER (TYP.) Q 1 a\ 15. P G �° o SSOR EL• 12" 7> _> O O, g Noj 1711 +� O o� �Gj• � PPRK\N 6, FENCE G`oSEG FENCE O_ EX. WETLAND 7> _> r w + t 14. 6 x 14 6 �� x o� 1 .9 o PHASE 13 O - J P �"1,N 14�5 50'X12 gE EN 1N u", / / / / / 4.90 / / / _ ' �r.,5 1OP YPR 6' N\ UE FEPj0<t- - / / / / / g k TO cNP TO REMAIN AS IS z127.9' � 1s. o 4a' W W/� OP GOGR°UND ��4 �� OJ' + W o y38 A 'ES PH AS 1 O ® 15.1 �+ 1 \ CC CC 5� �J1UU\N 15,25 15.25 0.90 ACRES 2 + �� N � - ?, r- ( ) \ 15.4 cc - �W j MI j�.1 '/GRO)JNDOV R 35' E WETLAND NOTES �' J / Cfl 14.75 5 15.3� if) � c� w co REFLECTORS AT 54" O.C. / + 'S CODsE ' GP 5. ABOVE REGARDING "' Q CB#1 �4 1540 PNP ��OAF\ � N \b 2J tt) �` w TY . FO ALL UTD OR S ORA;;< SNA S O +� -�' PERMITTING AND �� d, �' oQ �o •Q 5.25 0 / //P //0 //Q //y / / + HP / / / / / / / / ! / / / w0 30' JURISDICTIONAL ° co cn� wm ^ 1 . 55 Q 0 150 �� !' Nam' LINE VERIFICATIO-N Cif o 2 3.74' % o00 _ 2 N_ 2 0 F.. vI J 15.10 U O 15.50 3 \ M m O �� + <ru - na \GD 1 0' 1 �\ m W D C� PHASE 8 © HP t7. w li ��, cL 1 .o. i sl �`� �25 �, w �`� PIPE J CB 8 �-- PirE I ° w= 'W 0 N 15.5 , c� �N VERIFIED 4 �\ LO # CB#10 . 50,00' cn o� CIAU 14g5 15.0 `�' JURISDICTIONAL o�. n N 14.90 i5.10 a 2 C3� �J L� 15.05 o W o Q 14.90 31.9' �m WETLAND LINE � � �i o N � i a 16' �_ E� UPLAND BUFFER 255'\ PH2SE CO tn. w VARYING WIDTH TYP. � � 4 L0 w• FUTURE SELF STORAGE ! q 003 2-B' ( ) .1 w= = BLDG E,> \ O G �' + w 3 ��' 4 EX. CB + »z 3 ' 1 PHASF�12L.=15,4 S d 510' 10'- �L NnD. > ' d' s TOP= 13.64 1 .25 255 29.96 \40'( C � 15.25 � � � � Dc � 1 .� � 1 I 15.3 EX. W INV. = 7.40 N ,� 15.2 15.10 � + 15.25 10 - 1 " (�� E X. E INV. = 7.50 �� �� o G TE N N +> O O R _ o 99 + 10' SQ. DUMPSTER 13 75 \�. v, N 00 09 14 W 1036.49 D AREA W + \ / 5' HIGH + -� �4 o CD�\ �� L �O' MASONRY WALL ON THR +10.37 _ 9 SIDES W/ OPAQUE CHAT LINK GATES \O. ��' S'R o � EX. CURB 21 N�. N�`� PIPE N EX. ASPHALT ROAD �• <- �= 366.6 O MATCH EX. PIPE L 14.1813•95 AIRPORT q� \O �b EDGE OF PVM'T DRIVE WEST ASPHALT RO \o �� + ���� �� 80 13.84 100' R W `L N 132.94' `�' AIRPORT DRIVE WEST + " ^�`� / °� �� MATCH EX. oo ��' ti� EX. 19 OF 36 CC �� �� S6 \O' �`� 15" CC �1 EDGE OF PVM T 100 RAW ` EX. N.W. INV= 9.90' �� t EX. CB + + O' W.INV= 10.74' O 15 CC O + �. � 10.32 � + � W.INV= 10.51 EX. S.E. INV= 7.40' TOP= 13.55' 4 32 E.INV= 10,62 \O E.INV- 10.46' + EX. 15" CC LEGEND Q CURBRPOLE INLET W. I N V= 11.91 ' EX. 15 CC ADJ. PROPERTY � � q 1 W.INV= 10.30' EX. 15" CC �- TRAFFIC SIGN q 3�`56> �` O E.INV= 9.57' EX. 36" CC UNPLATTED HP HIGH POINT � '�'` 8� E.INV= 10,18' N .INV= 10. 71 ' 0 WATER METER , W.I N V= 7.40' SAIRPORT PROPERTY 14.2 EXISTING SPOT ELEVATION 0 PROPOSED SPOT ELEVATION '� .� � E.INV= 7.50' ZONED: Al 15.LIGHT POLE 1 Z, ��1 N ;� b (� (� +a y 1� PP EX. POWER POLE OT TELEPHONE MANHOLE 4� 204° �L r SEWER MANHOLE► EOP EDGE OF PAVEMENT WELL DRAINAGE FLOW CLEANOUT, TYPE UNKNOWN� - u ' �dV �� ter: � � TRAFFIC FLOW -- S- 24" R1-1 STOP SIGN & ZZtZ®� �'� I>< VALVE 24" WIDE WHITE STOP BAR" 99 ELECTRIC BOX C<= 400 W METAL HALOGEN ON 20' HIGH WOOD POLE DO DRAINAGE �§,,,HOLE 9 LOCATIONS 10 10/1/06 ADD PHASING INFORMATION & ADDITIONAL BUILDINGS ^ �J FIRE HYDRANT 6' HIGH CHAINED LINK FENCE 9 6/27/06 ADD FENCE ON SOUTH SIDE OF BLDG. F&G & RELOCATE INT GATE J 8 10 20 05 ADD FENCE ON NORTH PROP. LINE & AIRPORT DR. WEST 7 6 15 05 PER COMMENTS FROM ST. JOHNS 6 6/6/05 PER COMMENTS FROM CITY OF SEB. 5 5 17 05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 4 3/15/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 3 2/15/05 MODIFY NORTH VEHICULAR USE AREA 2 2/9/05 ADD ADDITIONAL SEPTIC INFORMATION 1 2/5/05 ADD SEPTIC FOR RV SEWER DISCHARGE NO. DATE DESCRIPTION REVISIONS TODD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 SEE-3ASTIAN AIRYCR`1' STORAGE, LLC PHASED SIT-IFF'l, ]PLAN F- GUY ANCHOR 6' HIGH WOOD STOCKADE FENCE NTELEPHONE BOX -�- TO BE REMOVED AFTER BUILDINGS A-C CO "Title to all documents N. which bear the copyright of Tat: N. ,n P., P.E. is vested solely in Todd N. SL�� eh P.E, these 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 disposition of these documents by anyone is expressly prohibited without consent of Todd N. Smith, P.N, pursuant to the Federal Copyright Lawn," © 2004, TODD N. SMIT'.', P.E. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ENGINEER 1 U� 1 O DRAWN TNS DESIGNED TN S CHECKED _.__.._ TN S DATE SEPT. 2006 „ , SCALE 1 = 40 SHEET 1 TODD N. SMITH, P.E. #42082 PRIMARY BENCHMARK o\ ND TOP CM FD /`r EXIST. DRAINAGE CONVEYANCE SODSWALERASGNECDESSAORYLTO DIRDECT + ---- STAMPED "X 436, 1995" SWALE TO BE FILLED AS PER PLAN, REX.WSWALE TO EX. CROSS PIPE UNDER EX 12" CMP o EXCEPT ALL PORTIONS OF THE SWALE 11.42' �`LQj ELEVATION=13.99 L REMAIN UNDISTURBED WHERE ROSELAND OW AND NEW SWALE INSTALLED N INV- o SHALL IMMEDIATELY DOWNSTREAM OF RIP RAP HEADWALL Off+ _ 11 44 O NAD 1988 THE EX. SWALE IS WITHIN JURINDCBUFFERS. EX. 36" CC WETLANDS AND PROPOSED UPLA O _ �tx00 �`b S.E. ' ���+�,�� -_ \�co`� ASPHALT R0� ``L + t \�. '�'S' + Qq V 0 o� \� �� \��GROUND SIGN AS o �� �� INSTALL RIP -RAP o �� +�o -�+� PPROVED BY CITY COUNCIL - AREA O 6�ENTERLINE OF EX_ROADSID SWALE �°' 1,200 SF OPEN��� HEAD ALL (SEE + o� oo + +\O ��+ �o �� N ASPHALT ROAD "� CONTROL (2) -- '`N , E 1005.30 �'F, ETAIL) .- NN �� �O �� �� cb STRUCTURE 900 GAL. SEPTIC TANKS S 04°47 02 -O- ,� �"D Gj O �� LE �,� __ _- \ + ---- SEE DETAIL) & 400 SF WATER SUPPLY EQUIPMENT +��j O O �� D� ,� FLAG PO _ �`L' DRAINFIELD�� SITE CORNER N�" � ��' CLEAR ZONE �, O � °�+ ,6 \�� b +�� LLB �- x 12.64 + �1 t� ' �j �o tzi VEHICULAR WASH AREA o + I `L c � HOSE USE ONLY) 15.1 14.00 15.2 Cn 0 \Q , ( RV -SEWER � _ O DISCHARGE CON ECTION 15.25 15.2 kIg 00 �O n Q to IN ACCORDANCE W/ CH. 64E-15.004.... o +\� o O j �- / \ X �3•Z� �L 14.9 14.9 m O 14- 5 J 1 �, / �5 cnC�o23 O / o 14.5 < , 14.90 4 4.90 V \ + + + 5.2 15.25 15.25 15.20 15.05 14. D ' � bcD w 309.3 14.ao '� 5 D<' �D� � 14. 5' 11.80 .80 � 14.80 + Q) .... 14.80 F' �n ♦' , + + o + ��' NOD �o; CB#4 HP C6 \O' 15.15 ' CB#7 --► , H z D� c ❑ PlP �.r 14.80 \O ❑ ❑ � Q � z o OZ �� -.20 PCT :o 9J 14�5 14.80 + 14.70 14.70 PIPE H__ �� w w w o Q +�' a o ~� �� + x 14.57 PGEMENT TR w ��� + + +: - + 15.1 Q0 N O E--~ + 12L x o a [��i !Y n W PIER N AN S1N �' o: ' r- C E � STORM TION gP ° �e � � ❑ HP 15.1a � ~ � � o (� ,1, ,� ' WE -.20 �' S cn �: 35 ; q � H � > Cif4 B #5 \ \ \ \ \ \ �� \ \/�� K \ \ \ \ \ \ Q w w ax �' `L 0 40 SPACES PHA E 1 C) 0 9 80 14�0 50� HP / + Ln 15.25 MIL�L\N G RO ND I+?���ORS o100\ \ \ \100� \ FO F ALCL OUTD OR4�ORAGAG SPAR ES N Q J LV O Q) Y ' 11 .8� .� h 15.2 / 'b + �s 4 5.1 O 14.90 CLLJ z O �" � 14.55 +1:� N+ o 0 � �7, f/ � � �� � `� QQ '� � 15.15 14,1 O� m W '1 x 14 18 U 14.a � ND t� I 0 0 0 �'' ^� 3 14.65 �4L 1 � 0 11 1510 1 T 1 Gj� iS Q pp 2 6 9.7 7 -� 4�0 N J 2 �' 4 EUNEP `S ,.y �' 0 O.r, T E ZO gE jYP •i �' Q 15.30 35' ® + + �j 0 r , 2 22 148 AS 48 C SPPC1�346i 4s 25; + �j ifs 15.10 HP ,5.25 15.30 `~ W �. v 14.80 �' SORS CES �N pEX # � CB 3 �' �N + �� r7 15.25 ♦� REFLECTORS AT 48" O.C. 5'x0 T ROM �a 15.15 C� q CIOM O_i REFIENG SPP FOOT 1N # 5� 4�5 3 STORAGE AREA W 10' RA II A ERS 8c 25' RET RNS R FOR TRAFFIC CONTROL l � RENtiOV �00 ���m` J SjRPEO PER NP 5 p5 NP \�L�� N� j a00 �> / E-iTO PHPSE 4t 14.�5 3 + UPLAND W C� U O P rr ic.. N Q W �QJ �Dc ry oao¢}F65 4 5 2 ��' CEsg6 7> BUFFER (TYP.) W a co' co' r--1 � � i F.�" �5.00 0 14 �5 p Cg # + gL. 12 I- �� �+ 14. 6 6 '� E, o �� tea+ \�. ° ��' , - RPM4 5 EX. WETLAND 4 t x o + , .9 F..., �. O`b + , J P n� 14T5 TO REMAIN AS IS �� t \. 15. o / / / / / 4.901� / // / / / / W a �. r 0.D + N z127.9 - t �i N 4 1 15.21 14.75 `j851 15.00 5' �� -> �W 8 �PA ,ES (PHASE1) `� ^�0 f� 5 r 15.4 �► r 0 2 0.90 ACRES 2 ,�� QW / / / / / / / / MILk!NGf �O�iNU A OV R % 35' 15.2 15 E WETLAND NOTES :�N 0to2}�, to L �Q TYFL FOO AL LTUTD OR S RAG SFAy;ES �� 0 � � ABOVE REGARDING / + 15z ��¢ CB#1 ��� 1540 1550 +�^�' �- PERMITTING AND No) oQ ,5.2s o HP/ / / / / / / / O �%/��� 15.4 JURISDICTIONAL NScol cn� 1 .15 ° L-Lil � cv a� k 2 3. 7 4' `' o `�' LINE VERIFICATION ^� p� �Gj4 15. /- �- m W 1 O 15.50 C� i NC, � k U U ® HP 5 .49 NN PIPE J �' P:IP:E I # ❑ ��,i N 1550 i7> -> 7 4 �`1�+ VERIFIED�� CB#8 y CB 10 c9 JURISDICTIONAL 1 `�' Ln 14.so 15.10 14.90 50.00, Ul Dc p5 U 14.95 15.0 7 W 7 _> _> _> :s WETLAND LINE g o C7 [� M � /t 15 • -0 6�, N / \Uj +\C� • 6' -03 ;�,!�� UPLAND BUFFERS I 6000' 1 2 VARYING WIDTH (TYP.) _> 4 \` ,a w �35' EX. CB �� + �� � � ('� 75�, �' � � � + � � � TOP= 13.64' � ,5.25 + �. CO C 15.25 15.10 + 15.25 15.10 �� 15.35 5 5 15.3 � EX. W INV. = 7.40 \�N� ti/� : �� a 15.2 �� 15.25 s. D a CCNI EX. E INV. = 7.50 �� G TE - 10' SQ. DUMPS ED TER i �`�' + \�l `� cs N 00°09'14" W 1036.49' �� �`�.37 � + �� 7- �h ,3.75�, AREA W '� \`L� WALL + -- o D �`� � O �THR SIDES MASONWY OPAQ �E CHAI +LIONK GATES '� �� O ��+ h�' 5'g CD ��� EX. CURB �. _ _ _ 366.E 10 N °` �'X� ASPHALT �`� x \I r D+ \�. PIPE N \tE LT ROAD �� O PIPE L 13.95 + MAi + 14.18 AIRPORT DRIVE WEST \O ASPHALT ROAD D O + `O E 19E P VM' T �o � �� �� 80 13.84 100 R W �. �� �.. 132.94' ���� o ��' AIRPORT DRIVE WEST +�\Ex. 19' OF 36" cc �'� 7 D4 0 � 15" c �� �� N MATCH EX. 100' R�W C EDGE OF PVM'T �� EX. N.W. INV= 9.90' �J +� EX. CB �3 6 +� o W.INV= 10.74' O 15 CC o + �� p�. 10.32 W. N V= 10.51 + Qo\ c EX. S.E. INV= 7. 40 TOP 13. 55 4. 32 E.I N V= 10. 6 2 �o E. I N V= 10. 46' ``\ �`-D 1CC,> LEGAL DESCRIPTION W INV=11 91' EX. 15 CC W.IN V= 10.30 CC EX. 15" CC ADJ. PROPERTY �j•-�3 A PORTION OF SECTION 28 AND 29, FLEMING GRANT, INDIAN RIVER COUNTY, FLORIDA, BEING MOIRE E.INV= 9.57' E PARTICULARLY E. I N V= 10.1 8 �, EX. 36" � N .INV= 10.71, UNPLATTED + IUD Nh � j ! DESCRIBED AS FOLLOWS: t ` W.I N V= 7.40 AIRPORT PROPERTY �s a �lF Commencing at a concrete monument found at the westerlycorner of said Section 29; thence N.45'22'53"E alon S. I N V= 1 0. 39 - {� C = the northerly line of said Section 29, a distance of 680.60 feet to the centerline of Roseland Road; thence g E.INV= 7.50 ZONED: Al S.04°47'02"E along the said centerline of Roseland Road, a distance of 526.67 feet to an intersection with the centerline of Central Airport Drive; thence S.87°08'56"E along said centerline of Central Airport Drive, a distance of 503.63 feet to an intersection with the northerly extension of the easterly right of way of said Roseland Road; thence S.04°47'02"E along said northerly extension a distance of 50.45 feet to an intersection with the southerly right of way line of said Central Airport Drive and the POINT OF BEGINNING; thence S.87'08'56"E along said southerly right of way line, a distance of 452.70 feet to an intersection with the westerly right of way line of Airport West Drive; thence S.00°09'14"E along said westerly right of way line of Airport West Drive, a distance of 1,036.49 feet to an intersection with the northerly right of way line of said Airport West Drive; thence N.81°11'44"W along said Airport West Drive, a distance of 375.53 feet to an intersection with the said easterly right of way line of Roseland Road; thence N.04°47'02"W along said easterly right of way line, a distance of 1,005.30 feet to the POINT OF BEGINNING. Said lands lying and being in Indian River County, Florida. NO.1 DATE DESCRIPTION REVISIONS TODD N. SMITH, P.E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 S EIB A S T I A N A I PL 0 PT S T 0 1-7-?, A G EPHASF_`,' I SITE FDLAN Lo o cUll Qz C 1, tn, NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS "Title to all documents which bear the ith, P.E. is vested copyright of Todd ORIGINAL RAISED SEAL O F A FLORIDALICENSED *a .:;wDESIGNED TN S LLC solely in Todd N. Smith, P.E. these ENGINEER documents are provided to the owner solely in connection with this project. Any other CHECKED TN S use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is DATE SEPT. 2 006 expressly prohibited without consent of Todd � � � U� N, Smith, P.E. pursuant to the Federal „ , Copyright Law." SCALE 1 = 40 ® 2004, TODD N. SMITd, P.E. SHEET 2 TODD N. SMITH, P.E. #42082 SITE DATA 1. ZONING: AI 2. LAND USE: COMMERCIAL FLOOD ZONE: X MAP NO: 120061CO076 DATED 5/4/89 3. AREA CALCULATIONS: A. TOTAL SITE AREA: 417,711 SF = 9.59 ACRES B. TOTAL ON -SITE WETLAND AREA = 39,285 SF = .90 ACRES C. TOTAL AREA FOR UPLAND BUFFER AROUND WETLANDS = 29,716 SF = .68,ACRES D. TOTAL PROJECT DEVELOPEMTAL = TOTAL AREA - WETLAND - UPL,�ND BUFFER TOTAL DEVELOPMENTAL AREA 348,709 SF = 8.01 ACRES = 100% 4. TAX PARCEL NUMBER - 30-39-22- 00-00000.1 5. SITE ADDRESS - 25 AIRPORT DRIVE WEST, SEBASTIAN, FL. 6. WATER TO BE PROVIDED TO THE SITE BY I.R.C. UTILITIES SEWER PROVIDED BY ON -SITE SEPTIC SYSTEM. 7. ALL BUILDING HEIGHTS LESS THAN 25 FT. PHASE is CONSTRUCTION OF OUTDOOR VEHICULAR STORAGE AT THE INTERIOR BLOCKS ON THE NORTHERN HALF OF THE PROPERTY. AREA CALCULATIONS: 1. TOTAL PROPOSED BUILDING AREA = 504 SF + .1% 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 120,359 SF = 34.5% 3. TOTAL PROPOSED IMPERVIOUS AREA = 120,863 SF = 34.7% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 206,596 SF = 59.2% ✓ PARKING CALCULATIONS: BASED ON 1 S,EACE/200 SF OF OFFICE �� A. SPACES REQ'D FOR PHASE'= 504 X 1 SPACE/200 = 3 SPACES B. SPACES PROVIDED = 16 SPACES HANDICAP SPACES = 1 COMPACT CAR SPACES = 0- REGULAR SPACES = 15 PHASE 2: CONSTRUCTION OF OUTDOOR VEHICULAR STORAGE AT THE EXTERIOR BLOCKS ON THE NORTH, SOUTH, AND EAST SIDES OF THE THE NORTHERN HALF OF THE PROPERTY. ALSO, INCLUDING 6 0 � CONSTRUCTION OF THE 14' HIGH OVERHEAD CAR WASH FRAME EQUIPMENT AND CONSTRUCTION OF 100 SF EQUIPMENT ROOM BY CAR WASH AREA. CUMMULATIVE AREA CALCULATIONS:"" 1. TOTAL PROPOSED BUILDING AREA = 604 SF = .2% 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 148,151 SF = 42.5% 3. TOTAL PROPOSED IMPERVIOUS AREA = 148,755 SF = 42.7% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 178,704 SF = 51.2% PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF OF SELF STORAGE y y t & 1 SPACE/200 SF OF OFFICE U) L" 1 A. SPACES REQ'D FOR PHASE 2 = 100 X 1 CE/3,000 SF = 1 SPACE B. CUMULATIVE SPACES REQ'D FOR PHAS 1-2 = 504 X 1 SPACE/200 + 100 X 1 SPACE/3000 = 3 SPACES C. SPACES PROVIDED = 16 SPACES HANDICAP SPACES = 1 COMPACT CAR SPACES = 0 REGULAR SPACES = 15 PHASE 3: CONSTRUCTION OF 960 SF OFFICE ON WEST SIDE ENTRANCE RD. AT THE SOUTH END OF THE PROPERTY.. CUMULATIVE AREA CALCULATIONS- 1. TOTAL PROPOSED BUILDING AREA = 1,060 S = .3% 2. TOTAL PROPOSED PAVEMENT & S/W A A - 148,362 SF = 42.6% 3. TOTAL PROPOSED IMPERVIOUS AREA = 149,422 SF = 42.9% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 178,037 SF = 51.0% PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 1 SPACE/200 SF OF OF ICE A. SPACES REQ'D FOR PHASE 3 = 960 S X SPACE/200 SF = 5 SPACES B. CUMULATIVE SPACES REQ'D FOR E 1-4 960 SF X 1 SPACE/200 + 100 SF X 1 SPACE/3000 = 5 SPACES C. SPACES PROVIDED = 16 SPACES HANDICAP SPACES = 1 COMPACT CAR SPACES = 0 REGULAR SPACES = 15 >� PHASE 4: CONSTRUCTION OF 6,600 SF SELF STORAGE BLDG. C AND INCIDENTAL PARKNG SPACE. CUMULATIVE AREA CALCULATIONS- 1 . TOTAL PROPOSED BUILDING AREA = 7,660 SF = 2.2% 2. TOTAL PROPOSED PAVEMENT & SyW A = 148,665 SF = 42.7% 3. TOTAL PROPOSED IMPERVIOUS AREA = 156,325 SF = 44.9% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 171,134 SF = 49.0% PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 1 SPACE/200 SF OF OFFICE A. SPACES REQ'D FOR PHASE 4 = 6,600 SF X 1 SPACE/3000 = 3 SPACES B. SPACES REQ'D CUMULATIVE FOR PHASE 1-4 960 SF X 1 SPACE/200 + 6,700 SF X 1 SPACE/3000 = 8 SPACES C. SPACES PROVIDED = 17 SPACES HANDICAP SPACES = 1 REGULAR SPACES = 16 COMPACT CAR SPACES = 0 PHASE 5: CONSTRUCTION OF 900 SF OFFICE & 900 SF GARAGE AND STORAGE YARD ON THE EAST SIDE OF ROAD AT THE SOUTH ENTRANCE OF THE PROPERTY AND INCIDENTAL PARKING SPACES.. CUMULATIVE AREA CALCULATIONS. , 1. TOTAL PROPOSED BUILDING AREA = 9,460 SF = 2.2% 2. TOTAL PROPOSED PAVEMENT & S/W A = 159,358 SF = 45.7% 3. TOTAL PROPOSED IMPERVIOUS AREA = 168,818 SF = 48.4% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 158,641 SF = 45.5% PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 1 SPACE/200 SF OF OFFICE + 1 SPACE/10DO SF GARAGE WAREHOUSE A. SPACES REQ'D FOR PHASE 5 = 900 SF X 1 SPACE/200 + 900 SF X 1 SPACE/1000 SF = 6 SPACES B. SPACES REQ'D CUMULATIVE FOR PHASE 1-5 = 1,860 SF X 1 SPACE/200 + 6,700 SF X 1SPACE/3000 + 900 SF X 1 SPACE/1000 = 13 SPACES C. SPACES PROVIDED = 32 SPACES HANDICAP SPACES = 2 REGULAR SPACES = 26 COMPACT CAR SPACES = 4 IbG PHASE 6: CONSTRUCTION OF 440 SF OFFICE AND LANDSCAPE STORAGE t 1 YARD ON WEST SIDE OF ENTRANCE ROAD AT APP, MIDDLE 0 OF PROPERTY. CUMULATIVE AREA CALCULATIONS: 1. TOTAL PROPOSED BUILDING AREA = 9,900 SF = 2.8% 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 168,064 SF = 48.2% 3. TOTAL PROPOSED IMPERVIOUS AREA = 177,964 SF = 51.1% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 149,495 SF = 42.8% PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 1 SPACE/200 SF OF OFFICE + 1 SPACE/1000 SF GARAGE WAREHOUSE A. SPACES REQ'D FOR PHASE 6 = 440 SF X 1 SPACE/200 SF = 3 SPACES B. SPACES REQ'D CUMULATIVE FOR PHASE 1-6 = 2,300 SF X 1 SPACE/200 + 6,700 SF X 1SPACE/3000 + 900 SF X 1 SPACE/1000 = 15 SPACES C. SPACES PROVIDED = 32 SPACES HANDICAP SPACES = 2 REGULAR SPACES = 26 COMPACT CAR SPACES = 4 NO.I DATE I DESCRIPTION REVISIONS PHASE 13: CONSTRUCTION OF 5,400 SF SELF STORAGE BUILDING D PHASE 7: CONSTRUCTION OF 960 SF AND 100 SF RETAIL KAYAK/CANOE SALES ON CUMULATIVE AREA CALCULATIONS: WEST SIDE OF ENTRANCE ROAD AT APP. MIDDLE 1. TOTAL PROPOSED BUILDING AREA = 43,460 SF = 12.5% OF PROPERTY. ALSO, INCLUDING CONSTRUCTION OF KAYAK/CANOE 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 148,796 SF = 42.7%PACT STORAGE RACKS ON WEST SIDE OF LAKE FOR RECREATIONAL USE 3. TOTAL PROPOSED IMPERVIOUS AREA = 192,256 SF = 55.2% CUMULATIVE AREA CALCULATIONS: 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% `�f I v r ' 0117 1. TOTAL PROPOSED BUILDING AREA = 10,960 SF = 3.1 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 135,203 SF = 38.7% �i 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 168,064 SF = 48.2% PARKING CALCULATIONS: BASED ON 1 SPACE/3000 5F SELF STORAGE 3 3. TOTAL PROPOSED IMPERVIOUS AREA = 179,024 SF = 51.4% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 1 SPACE/200 SF OF OFFICE + 1 SPACE/1000 SF GARAGE 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 148,435 SF = 42.5% WAREHOUSE + 1 SPACE/150 SF RETAIL PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE A. SPACES REQ'D FOR PHASE 13 = 5,400 SF X 1 SPACE/3,000 = 2 SPACES 1 SPACE/200 SF OF OFFICE + 1 SPACE/1000 SF GARAGE B. SPACES REQ'D CUMULATIVE FOR PHASE 1-13 = 3,200 SF X 1 SPACE/200 + WAREHOUSE + 1 SPACE/150 SF RETAIL 38,300 SF X 1 SPACE/3000 + 900 SF X 1 SPACE/1000 + 1,060 SF X 1 SPACE/150 = 37 SPACES A. SPACES REQ'D FOR PHASE 7 = 1,060 SF X 1 SPACE/150 SF = 8 SPACES C. SPACES PROVIDED = 39 SPACES B. SPACES REQ'D CUMULATIVE FOR PHASE 1-7 = 2,300 SF X 1 SPACE/200 + HANDICAP SPACES = 3 6,700 SF X 1SPACE/3000 + 900 SF X 1 SPACE/1000 + 1,060 SF X 1 REGULAR SPACES = 31 COMPACT SPACES = 5 15. SPACE/150 = 22 SPACES PHASE 14: CONSTRUCTION OF 5,400 SF SELF STORAGE BUILDING H C. SPACES PROVIDED = 32 SPACES HANDICAP SPACES = 3 CUMULATIVE AREA CALCULATIONS:'' REGULAR SPACES = 25 COMPACT CAR SPACES = 4 1qA0J. TOTAL PROPOSED BUILDING AREA = 48,860 , = 14.0% PHASE 8: CONSTRUCTION OF 4,400 SF BUILDING F & G SELF STORAGE TOTAL PROPOSED PAVEMENT & S/W A 118 SF = 41.6%.d1 AND INCIDENTAL PARKING 0 TOTAL PROPOSED IMPERVIOUS AREA 193,978 S = 55.6% „d 4. TOTAL PROPOSED LAKE AREA = 21,250 0 CUMULATIVE AREA CALCULATIONS: 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 133,481 S = 8.3% 12 TOTAL PROPOSED BUILDING AREA = 15,360 SF = 4.4% - PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF �LF ST RAGE TOTAL PROPOSED PAVEMENT & S/W AREA 163,924 SF 47.0% 1 SPACE/200 SF OF OFFICE + 1 SPACE/1000 SF GARAGE 3. TOTAL PROPOSED IMPERVIOUS AREA = 179,284 SF = 51.4% WAREHOUSE + 1 SPACE/150 SF RETAIL 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 148,175 SF = 42.5% A. SPACES REQ'F FOR PHASE 14 = 5,400 SF X 1 SPACE/3000 = 2 SPACES PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE B. SPACES REQ'D CUMULATIVE FOR PHASE 1-14 = 3,200 SF X 1 SPACE/200 + 1 SPACE/200 SF OF OFFICE + 1 SPACE/1000 SF GARAGE 43,700 SF X 1SPACE/3000 + 900 SF X 1 SPACE/1000 + 1,060 SF X 1 WAREHOUSE + 1 SPACE/150 SF RETAIL SPACE/150 = 39 SPACES C. SPACES PROVIDED = 39 SPACES A. SPACES REQ'D FOR PHASE 8 = 4,400 SF X 1 SPACE/3,000 SF = 2 SPACES HANDICAP SPACES = 3 B. SPACES REQ'D CUMULATIVE FOR PHASE 1-8 = 2,300 SF X 1 SPACE/200 + REGULAR SPACES = 31 COMPACT SPACES = 5 11,100 SF X 1SPACE/3000 + 900 SF X 1 SPACE/1000 + 1,060 SF X r;L / 1 SPACE/150 = 24 SPACES C,-T,) C. SPACES PROVIDED = 35 SPACES HANDICAP SPACES = 3 REGULAR SPACES = 27 COMPACT SPACES = 5 PHASE 9: CONSTRUCTION OF 900 SF OFFICE AT SOUTH END OF PROJECT. ESTIMATED PHASING TIMETABLE � ���`CUMULATIVE AREA CALCULATIONS: inn 1. TOTAL PROPOSED BUILDING AREA = 16,260 SF = 4.7% PHASE EST. COMMENCEMENT DATE EST. COMPLETION DATE 11 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 163,924 SF = 47.0% 1 UNDER CONSTRUCTION OCT. 15, 2006 3. TOTAL PROPOSED IMPERVIOUS AREA = 180,184 SF = 51.7% 2 UNDER CONSTRUCTION JAN. 1, 2007� 1� 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 3 OCT. 22, 2006 APRIL 1, 2007 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 147,275 SF = 42.2% 4 JAN. 1, 2007 APRIL 1, 2007 PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 5 JAN. 1, 2007 APRIL 1, 2007 6 JAN. 1, 2007 MAY 1, 2007 1 SPACE/200 SF OF OFFICE + 1 SPACE/1000 SF GARAGE 7 JAN. 1, 2007 MAY 1, 2007 WAREHOUSE + 1 SPACE/150 SF RETAIL 8 JAN. 1, 2007 MAY 1, 2007 9 JUNE 1, 2007 JAN. 1, 2008 A. SPACES REQ'D FOR PHASE 9 = 900 SF X 1 SPACE/200 SF = 5 SPACES 10 JAN. 1, 2008 JAN. 1, 2009 B. SPACES REQ'D CUMULATIVE FOR PHASE 1-9 = 3,200 SF X 1 SPACE/200 + 11 JAN, 1, 2009 JAN. 1, 2010 11,100 SF X 1SPACE/3000 + 900 SF X 1 SPACE/1000 + 1,060 SF X 1 12 JAN, 1, 2010 JAN. 1, 2011 SPACE/150 = 28 SPACES 13 JAN. 1, 2011 JAN. 1, 2012 C. SPACES PROVIDED = 35 SPACES 14 JAN. 1, 2012 JAN. 1, 2013 HANDICAP SPACES = 3 NOTE: THE TIME SCHEDULE FOR THE PHASING IS ESTIMATED AND IS REGULAR SPACES = 27 COMPACT SPACES = 5 SUBJECT TO CHANGE BASED ON MARKET DEMAND. THE OWNER AGREES TO PROVIDE THE CITY OF SEBASTIAN GROWTH MANAGEMENT DEPARTMENT PHASE 10: CONSTRUCTION OF 6,000 SF SELF STORAGE BUILDING B WRITTEN UPDATES TO THE PHASING SCHEDULE SHOULD TIME DEVIATIONS r BE NECESSARY DUE TO ECONOMIC FACTORS. G ( CUMULATIVE AREA CALCULATIONS: THE OWNER ALSO REQUESTS APPROVAL TO EXECUTES PHASES OUT OF 1. TOTAL PROPOSED BUILDING AREA = 22,260 SF = 6.4% SEQUENTIAL ORDER SHOULD THE MARKET DICTATE THE NECESSITY TO CONSTRUCT 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 163,924 SF = 47.0% A SPECIFIC PHASE AHEAD OF A LOWF SEQUENTIAL PHASE DUE TO MARKET DEMANDS. 3. TOTAL PROPOSED IMPERVIOUS AREA = 186,184 SF = 53.4% SHOULD THIS BE NECESSARY, THE 6AAER WILL PROVIDE THE CITY OF SEBASTIAN 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% GROWTH MANAGEMENT DEPARTMENT AN UPDATED PHASING SCHEDUI REFLECTING 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 141,275 SF = 40.5% THE CHANGES. PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 1 SPACE/200 SF OF OFFICE + 1 SPACE/1000 SF GARAGE"` 1 WAREHOUSE + 1 SPACE/150 SF RETAIL vvvF A. SPACES REQ'D FOR PHASE 10 = 6,000 SF X 1 SPACE/3,000 = 2 SPACES B. SPACES REQ'D CUMULATIVE FOR PHASE 1-10 = 3,200 SF X 1 SPACE/200 +,,m•. 17,100 SF X 1SPACE/3000 + 900 SF X 1 SPACE/1000 + 1,060 SF X 1 SPACE/150 = 30 SPACES C. SPACES PROVIDED = 35 SPACES HANDICAP SPACES = 3 REGULAR SPACES = 27 COMPACT SPACES = 5 PHASE 11: CONSTRUCTION OF 5,600 SF SELF STORAGE BUILDING A �` i3 Wl �j w SAND INCIDENTAL PARKI9G SPACES f� t' CUMULATIVE AREA CALCULATIONS: V 1. TOTAL PROPOSED - BUILDING AREA 27,860 SF = 8.0%` 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 164,869 SF = 47.3% t 3. TOTAL PROPOSED IMPERVIOUS AREA = 192,729 SF = 55.3% Oki 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA EXCLUDING LAKE) ) = 134,730 SF = 38.6% oy PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 1 SPACE/200 SF OF OFFICE + 1 SPACE/1000 SF GARAGE' WAREHOUSE + 1 SPACE/150 SF RETAIL� Zv�llk d1 A. SPACES REQ'D FOR PHASE 11 = 5,600 SF X 1 SPACE/3,000 = 2 SPACES B. SPACES REQ'D CUMULATIVE FOR PHASE 1-11 = 3,200 SF X 1 SPACE/200 + 22,700 SF X 1SPACE/3000 + 900 SF X 1 SPACE/1000 + 1,060 SF X 1 SPACE/150 = 32 SPACES C. SPACES PROVIDED = 37 SPACES HANDICAP SPACES = 3 REGULAR SPACES = 29 COMPACT SPACES = 5 PHASE 12: CONSTRUCTION OF 10,200 SF SELF STORAGE BUILDING E AND INCIDENTAL PARKING�PACES b`� 1 CUMULATIVE AREA CALCULATIONS: ^ g�TOTAL PROPOSED BUILDING AREA = 38,060 SF = 10.9% +� 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 154,478 SF = 44.3% 3. TOTAL PROPOSED IMPERVIOUS AREA = 192,538 SF = 55.2% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 134,921 SF = 38.7% PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 1 SPACE/200 SF OF OFFICE + 1 SPACE/1000 SF GARAGE WAREHOUSE + 1 SPACE/150 SF RETAIL A. SPACES REQ'D FOR PHASE 12 = 10,200 SF X 1 SPACE/3,000 SF = 3 SPACES B. SPACES REQ'D CUMULATIVE FOR PHASE 1-12 = 3,200 SF X 1 SPACE/200 + 32,900 SF X 1SPACE/3000 + 900 SF X 1 SPACE/1000 + 1,060 SF X 1 SPACE/150 = 35 SPACES C. SPACES PROVIDED = 39 SPACES HANDICAP SPACES = 3 REGULAR SPACES = 31 COMPACT SPACES = 5 TODD N. SMITH, P.E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 CC 7.40' 7.50' EX. 15" CC ,N.INV= 10.71' S.INV= 10.39' 1n' qn nI IAAPCTrTP �Q , �D � 15" CC + W. I N V= 10.74' E.INV= 10.62' ADJ. PROPERTY UNPLATTED AIRPORT PROPERTY ZONED: Al AIRPORT DRIVE WEST 15" CC W.INV= 10.51' E.INV= 10.46' E O EZ o w-�wWoa a?E, aF�a W QZ�0�W O X 44 U1 PHASE 2: ADDITIONAL OUTDOOR STORAGE LSTRIPING PLAN SCALE: 1 "= 40' AA 't r S E 13A S T I A N A I J'A'JILD 0 STO-RIAGE, SITE PLAN DETAILS "Title to all documents which bear the copyright of Todd N. Smith, P.E. is vested LLC solely in Todd N. Smith, P.E. these 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 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. SMITE, P.E. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ENGINEER DRAWN TN S DESIGNED TN S CHECKED TN S DATE SEPT. 2006 SCALE 1 = 40 SHEET 3 TODD N. SMITH, P.E. #42082 GENERAL NOTES 1. ALL CONSTRUCTION & MATERIALS SHALL COMPLY WITH CITY OF SEBASTIAN ZONING AND LAND DEVELOPMENTS REGULATIONS. 2. ALL TRAFFIC CONTROL SIGNS AND MARKING SHALL COMPLY WITH CITY OF SEBASTIAN TRAFFIC ENGINEERING DEPT, FL. DEPT. OF TRANSPORTATION REGULATIONS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 3. DENSITY TESTS WILL BE REQUIRED AS DIRECTED BY THE ENGINEER, FOR SUB -GRADE & BASE. THE TESTING LABORATORY SHALL FORWARD TWO COPIES OF ALL TEST REPORTS TO THE ENGINEER. ALL DENSITY TESTS TO BE PERFORMED PER AASHTO-180 METHOD. 4. IF ANY UNSUITABLE SOILS ARE ENCOUNTERED UNDER THE PARKING LOT, DRIVE AISLE OR STORMWATER MANAGEMENT TRACTS THEY SHALL BE REMOVED & BACKFILLED WITH CLEAN 3' SQUARE 4" DEEP 4"0 INLET DRAIN CONC. APRON SLOPED 1" W/ HINGED COVER TO DRAIN SLOPE SLOPE FIN GRADE I 19' SAND. 4" 0 PVC 5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR SLOPE 1 /8"/FT. TO DEVELOPMENT. 6. PAVING SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN ZONING ORDINANCES AND TO SEPTIC TANK FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, LATEST EDITION. 7. ALL NUISANCE EXOTIC VEGETATION AS REQUIRED BY CITY OF SEBASTIAN SHALL BE REMOVED FROM THE SITE. 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 FLORIDA DEPT. OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, SECTION 710. 9. SOD ALL DRY STORMWATER MANAGEMENT TRACTS ON SITE AND ALL OTHER GREEN AREAS 18' MIN: COVER PROPOSED SWALE SIDE BANK PROFILE BEYOND CULVERT III -III P-TRAP 1L 2 FINISH GRADE AS PER PLAN \\ TYP. RIP -RAP SOIL -CEMENT BAGS 2 10. AALIL COMPACT PARKING PACES SHALL BE MARKED "COMPACT" ON THE TIRE STOP OR NOTE: 4" DIA. DRAIN PIPE SHALL HAVE A 4" DIA. HINGED COVER. A WATER SUPPLY EL. = 8.20 PARKING SPACE. HANDICAP SPACES SHALL BE STRIPED AND SIGNED IN ACCORDANCE OUTLET FOR WASH DOWN SHALL BE PROVIDED WITH A WATER SOURCE WHICH IS _ III=III 36" A 2000 PVC 11. WITH FDOT INDEX NO. 17346, 2002 EDITION. THE CONTRACTOR SHALL INVESTIGATE SOILS AT THE PROJECT SITE PRIOR TO CONSTRUCTION PROTECTED FROM BACKFLOW AND BACK-SIPHONAGE, AND RETRACTABLE, SPRING COILED W INV. = 8.20 AND REVIEW SOILS REPORT BY KSM ENGINEERING & TESTING, INC. DATED OCT. 18, 2004. WATER DELIVERY DEVICE OR OTHER SYSTEM APPROVED BY THE LOCAL PLUMBING JURISDICTION. 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. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 64E-15.004, FL. ADMINISTRATIVE CODES 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 FOOT. SECTION 1 /� / V E 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 DUMP STATION HOOK-UP V V O R RIP RAP E N D W A � L ARE CONSTRUCTED, THE CONTRACTOR SHALL RE -GRADE THE AREAS UNDER THE BUILDING FOR A LEVEL SLAB NTS AT THE PROPOSED FIN. FL. HEIGHTS. ALSO, THE DRIVEWAYS IN FRONT OF THE BUILDINGS SHALL BE REGRADED NTS 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 OWNER RESERVES THE RIGHT TO CONVERT THE TWO SOUTHERN VEHICULAR STORAGE AREAS BACK TO LANDSCAPE MATERIAL STORAGE IN ACCORDANCE WITH APPROVED SITE PLAN ON FILE WITH THE CITY OF SEBASTIAN. IF THIS AREA IS CONVERTED BACK TO LANDSCAPE STORAGE, ALL IMPROVEMENTS ORIGINALLY APPROVED WITH THAT USE SHALL BE CONSTRUCTED BY THE OWNER, INCLUDING BUT NOT LIMITED TO MASONRY COMPARTMENTS WITH WEEP HOLES, AND 6 FT. HEIGHT RESTRICTION ON STORAGE PILES. 18. 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 OF THE STRUCTURE (2 BALLASTERS PER CORNER), IF NEEDED. 19. OWNER SHALL INSTALL "KNOX" BOX FOR FIRE DEPT. AT ALL GATES OPERATING WITH KEYPAD. GROLItVD C AS pER O�FR PLAN 3" Beveled Or Round Corners 5 4.59, -- 9,%�I�O ;�dl Ditch Grade- 10 , ':� r #4 Bar GROUND COVER AS PER PLAN / TO (� OF PIPE Concrete Slab, 3" Thick, SECTION Reinforced With WWF 6x6-WI.4xWl.4 TOP VIEW -SINGLE PIPE MITERED END SECTION NTS PLAN TYPE A' TYPE B' 5' TYPICAL TYPE ;4' JOINT JOIN TJOINT d 20' _ NO TES- EL EVA TION�r 1. SIDEWALK SHALL BE 4" THICK EXCEPT IN DR/ VEWAYS WHERE THE THICKNESS SHALL BE 6". 2. SUBGRADE BELOW SIDEWALK SHALL BE A MIN. L.B.R. 40 COMPACTED TO 989 OF MAX. DENSI TY PER A. A. S. H. T. 0. T-180. 3. CONCRETE STRENGTH SHALL BE &IN. 3000 PSI ® 28 DA YS. f 72" /8" $250 FINE 6„ FLA. STATUE 316.1957 NOTES- 1. ALL LETTERS ARE 1 " SERIES C" PER M. U. T. C. D. 2. TOP POR770N OF SIGN SHALL HA KE REFLECTOR/ZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WH17F REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HA tE A REFLECTORIZED (ENGINEERING GRADE) WH17E BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE N077FICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHI7F BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 5. ONE (7) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLA77ON HEIGHT OF SIGN SHALL BE 1N ACCORDANCE WITH SEC77ON 24-21 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M.U. TC.D.) (7' CLEARANCE) HANDICA P PARKING SIGN% GE N T.S. WASTEWATER DATA A. WASTEWATER FLOW FOR ACCESSORY ❑FFICE = 15 GAL/100 SF X 960 SF = 144 GPD ✓ & REQUIRED SEPTIC TANK = 900 GALLONS C: REQUIRED DRAINFIELD = 144 GPD / .75 GPD PER SF = 192 SF (200 SF MIN.) D. REQUIRED GREEN AREA AROUND DRAINFIELD = 2 X 200 SF = 400 SF E, GREEN AREA PR❑VIDED AROUND DRAINFIELD = 1000 SF F. WASTEWATER FLOW FOR WATCHMEN'S QUARTERS AND VEHICULAR WASH AREA = 300 GPD B. REQUIRED SEPTIC TANK = (2) 900 GALLON TANKS PER I.R.C: ENV. HEALTH DEPT. C, REQUIRED DRAINFIELD = 300 GPD / .75 GPD PER S E F = 400 SF D. REQUIRED GREEN AREA AROUND DRAINFIELD = 2 X 400 SF = 800 SF E. GREEN AREA PR❑VIDED AROUND DRAINFIELD = 1200 SF 1 4'R � =9 .d... L- 1/2" PREMOLDED EXPANSION JOINT MA TERIAL TYPE A ' JOIN T TYPE 'Y JOINT 4' CONCRETE SL OPE 118 "-114 " UNL ESS SIDEWALK OTHERWISE NOTED WHEN PA VEMENT ABUTS RAISED BY 6" SIDEWALK PROVIDE 8" DEEP GRASSSFIN GRADE WIDE THICKENED EDGE AT =I I II SIDEWALK (- EDGE NOT RE0 D WHEN S/W IS FLUSH WITH PA VEMENT) 4. 9':s ;4;. PAVEMENT.':;e': SUBGRADE I =1 SEC TION SIDEWALK DETAILS 4 3/6/06 REVISE GEN. NOTE #17 3 6/15/05 PER COMMENTS FROM I.R.C. ENVIRONMENTAL HEALTH DEPT. 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. I DATE DESCRIPTION REVISIONS TABLE OF SIDEWALK 10INTS TYPE L OCA TION 20 FEET CENTER TO CENTER ON SIDEWALKS. P. C. AND P. T. OF CURVES. A ✓UNCTION OF EXISTING AND NEW SIDEWALKS WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES. B' 5 FEET CENTER TO CENTER ON SIDEWALKS. 6 TODD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 4 /]C' ! I A C Lr YH/TE PAINT HANDICAPPED P� f/El/IEV E S I VHOL DETAIf N. T. S. 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 ❑RIFICE BLEEDER 6" WIDE ALUM, SKIMMER W/ S❑LID TOP PLATE INV, = 11.80 TOP EL, = 14.55, BOTTOM EL: = 11:5 TYP. WEIR PER 2 FACES OF STRUCTURE FOR 6° 3'1' 6" TOTAL WEIR LENGTH = 23' 6' 6' WIDE ALUM. SKIMMER Z 3/4' .. °.. T❑P EL. = 14:55 WHEELCHAIR RAMP (TYP) SIGN No. F. T.P. - 25 (TYP) W Q Q 12' 12' 5' HANDICAPPED SPA CE- S TRIPING DE TA IL N. T.S. ROAD CONSTRUCTION AHEAD 200' 200' 400' CONDITIONS VEHICLE, l •/ o ORETHEIRNACIVI ES ENCROACHONTHE WORKERS J a a PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREA LESS THAN 8 Ar 200' DOWNSTREAM FROM INTERSECTION, FOR Ip 400, 20C Le Is Than A PERIOD OF MORE THAN 60 MINUTES. 200' KaP ROAD CONSTRUCTION LEFT AHEAD ROAD CONSTRUCTION AHEAD 200' 400' CONDITIONS <�= a WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE 8 I k PAVEMENT REQUIRING THE CLOSURE OF ONE �r r� TRAFFIC LANE, FOR WORK AREA 200' OR MORE 400' 200 50' I DOWNSTREAM FROM INTERSECTION, FOR A 200' PERIOD OF MORE THAN 60 MINUTES. More Than 200 M ROA CONSTRUCTION AHEAD GENERAL NOTES 7. The ROAD CONSTRUCTION AHEAD and FLAGGER signs shall 1. Work operations shall be confined to one travel lane, leaving 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 floggers) 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 8. 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. AJl signs shall be post mounted if the closure time exceeds 8 Type - Or Type ^-^- Barricade Or Vertica! 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. Arro g denote direction of traffic onlyand do not reflect pavement May Be Used During Daylight Only. 5. If work area is confined to an outside auxiliary lane the work mar ings. area shall be barricaded and the FLAGGER signs replaced by Type - Or Type ^-- Barricade Or Vertical ROAD CONSTRUCTION AHEAD signs. Floggers 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 Zane Sign to Index No. 600. [p T' Flogger TRAFFIC CONTROL THROUGH WORK ZONES Ni11LIPSON OUTSIDE; VE STORIAGE StTE ID17h'TAILS ° U TOM EL. = 13.4 TYP: ON 2 FACES OF STRUCTURE Cu RI ti I 1.' d• .ed d • i� ' 12"0 N-12 ADS PLAN INV.=11.8 23' TOTAL WEIR LENGTH INV,=13.68 I 3'4" EX, PRECAST TYPE '1­1 CATCH BASIN TOP EL, = 14,55 • 4. EX. ALUM, SKIMMER W/ S❑LID PLATE TOP 4. 44 • EX. 12'0 N-12 ADS d. INV.=11.8 -4- Y d: . 3 1/4' BLEEDER EX. 12' SO. ❑PENING FILLED INV.=11.8 WITH 1" DRAINFIELD ROCK W/ FILTER FABRIC OVER ❑PENING t0 T� FINISH 15 1/2' 4 SECTI❑N 1-1 ❑UTRAL-L- STRUCTURE NOT TO SCALE C=4'1'j E=5'6' 6„ C=3'1'j E=4'6' 6SEE PLAN FOR PIPE SIZES AND INVERTS d d a° TRAFFIC BEARING & BICYCLE S AFE GRATE a. d. oe0000❑ :a PRECAST TYPE 'C' OR 'E' CATCH BASIN AS PER PLAN a. PIPE AS PER PLAN •' H 00 d 12' SQ, ❑PENING FILLED WITH 1" DRAINFIELD ROCK TYPE//C// & //E// CATCH BASIN NOT TO SCALE NOT VALID WITH❑UT THE SIGNATURE AND THE DRAWN TNS 'Title to all documents which P.E.Is the copyright of Todd SroE. vestedDESIGNED ORIGINAL RAISED SEAL ❑ F A FLORIDA solely n Todd N. Smith, P.E.P.E, these i s documents are provided to the owner LICENSED ENGINEER T N S CHECKED T N S solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents DATE DEC, 2004 by anyone is expressly t 1 SCALE A S SHOWN prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal Copyright Law:' 02004, TODD N. SMITH, P.E. SHEET 4 TODD N, SMITH, RE, #42082 w z J z a J Lil 3 J z 0 U A WFT DFTENTI❑N ST❑RMWATER TRACT (WIDTH VARIES) SECTI❑N A -A NOT TO SCALE DRY ST❑RMWATER TRACT WIDTH VARIES 25' 14' 8' VARIES 8' UPLAND BUFFER TO REMAIN UNDISTURBED 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 EXI R❑AD 18` UNDISTURBED z J w MATCH EX, GRADE I z MATCH EX. GRADE AT EXT. EDGE ❑ �' EX, GRADE 1- 1 , UPLAND BUFFER, FULLY FULLY / ca AT EXT, EDGE ❑ U SOD SOD J/ UPLAND BUFFER, x, ¢ SILT 5� IQS SILT 1�5 II FENCE tiN• S % I FENCE 12.55 / i 4 \ 4 MAX, 4 III j�I PROPOSED GRADE PR❑P❑SED GRADE -�1 I =III T 4 MAX. 4 N❑TE1 SEE PLAN VIEW FOR EX, GRADES IN ST❑RMWATER TRACT AREA FULLY-J S❑D SECTION B E SECTION C C NOT TO SCALE NOT TO SCALE 1 1/4" TYPE S-1 ASPHALTIC CONCRETE 6" LIMER❑CK OR C❑QUINA 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 3 6/15/05 PER. COMMENTS FROM ST. JOHNS 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 FREVISIONS W z_ J ` r' q 28' r ¢ � UPLAND BUFFER w Q 3 J z 0 100�i4 MFglllk� 12' 5' UNREINF❑RCED CONCRETE Fc = 3,000 P.S.I. W/ SAW CUTS WITHIN 24 HRS. OF PLACEMENT @ 20' ❑,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 ✓✓✓ H J ' VARIES FROM Q 23.18' TO 27,13' 12' ¢ UPLAND BUFFER 3 TO REMAIN UNDISTURBED J z R MATCH EX. GRAD Q AT EXT. EDGE OF 0 UPLAND BUFFER, LANDSCAPE MATERIAL STORAGE AREA 50' PR❑P❑SED GRADE SILT FENCE 1 � =1I1 =111 =111 4 MAX, 4 FULLY �X, GRADE SOD SECTION E-E MIN. 3' TOP MIXED WITH (N❑ MORE TI INSTALLED I REQUIREMEN- C❑MPACT TO 6' Sl OF 5( OF 91 T-18C NOT TO SCALE 15' UPLAND BUFFER TO REMAIN UNDISTURBED MATCH EX, GR AT EXT, EDGE UPLAND BUFF( 16.5' INT RNAL R❑AD 12' w z_ J CC W z w U SILT f / FENCE 1 �1L=1I1 =III _III -III 4 MAX. 4 EX, GRADE FULLY R❑P❑SED GRADE NOT TO SCALE TYP, SEMI-IMPERVI❑US PAVEMENT FOR ❑N-SITE IMPR❑VEMENTS TODD N. SMITH, P. E. 121 HINCHMAN AVE. S_BASTIAN, FL. 32958 Ph. (772) 589-8722 NOT TO SCALE 50' LANDSCAPE BUFFER BUILDING 'A" 40' MATCH EX. GRADE AT FROM BANK FULLY TO PROP. LINE SOD �} PROPOSED FIN, FL, 15,4 .�`J MA S1ra1x' '�14 jSX 0�" X, GRADE SECTION F-F NOT TO SCALE LOCATI❑N MAP NOT TO SCALE CATCH BASIN SCHEDULE MARK TYPE TOP EL. INVERTS CB1 C 14,65 N=12.00 ., CB2 C 14.65 S=11.70, W=11.70 � CB3 C 14.65 W=12.00 C134 C 14.65 N & S=9.82 CB5 C 12.55 • S=9.90 00 CB6 C 14.65 S--11.65 C137 C 14.65 N=11.35 S--11.15 CB8 C 14.65 N=11.35, S-11.15,- CB9 C 12.55 N-9.90 $ CB10 C 14.65 S=11.65 CB11 E 15,0 E & NW=8.35 SEE NOTE CB12 E 12.6 W=8.60 SEE NOTE 3 CB13 C 12,55 N INV-9.9 0- NOTE #1: FINISH PARKING LOT GRADE (MILLING SURFACE COVER) AROUND THE 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 #3: CATCH BASIN #12 SHALL HAVE 36" WIDE RECT. WEIR ON THE EAST FACE. INV. = 9.79 PIPE SCHEDULE MARK SIZE LENGTH INVERTS REMARKS PIPE A 12" 131' S=12.005 N=11.70 PIPE B 15 84' W=10.501 E-11.70 PIPE C 12" 84' W=10.50, E=12.00 PIPE D 24" 110' S=9.75, N-9.82 .» PIPE E 24" 107 N=9,905 S=9,82 PIPE F 12" 101 SE=11.80, NE-11.70 W/ MITERED END PIPE G 18" 163' N=11.65, S=11.35 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 W MITERED ENDS PIPE M 12 54' W=12.45, E=12.35 W MITERED ENDS PIPE N 12 50' S=12.35, N=12.25 W/ MITERED ENDS PIPE 0 36" 119' W=8.20, E=8.35 ti 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. PHILIPSOt=: OUTSIDE VEHICLE STORAGE 1TAtLS S I T D 71'F � NOT VALID WITH❑UT THE SIGNATURE AND THE DRAWN TNS 'Title to all documents which bear the copyright of Todd N, .Smith, P,E. Is vested ORIGINAL RAISED SEAL ❑ F- A FLORIDA DESIGNED T N S solely In Todd N. Smith, P,E, these documents are provided to the owner LICENSED ENGINEER solely in connection with this pro ect. Any other use or reuse of these CHECKED T N S documents or any reproduction, display, sale, or other disposition of these �� DATE DEC, 2004 documents by anyone is expressly 3( u prohibited without consent of Todd N. Smith, P,E. pursuant to the Federal SCALE A S SHOWN Copyright Law.' © 2004, TDDD N, SMITH, P.E. SHEET 5 TODD N, SMITH, P.E. #42082 ADE ROSELAND SOD AND ER ASGNECES SD ARY TO DIRECT R.O.W SWA CROSS PIPE UNDER ____ o EX. SWALE TO EX. —_ O ROSELAND RDOF RIPSWALAND NEWRAPHEADWALL �- O IMMEDIATELY DOWNSTREAM CIO — - --- FP 6" —� O 6 " NOON� 6,> 6„ 6„ 8„ —4- 12 8» 4„ " 1 0 " ° ASPHALT ROAD CONTROL ° `�'02" E 1005.30 12„C ° 4'6„ ° ° 0 8 4„ 8, STRUCTURE s 04 4 —� 12 C 10 ° ° 6 ° (SEE DETAIL) 12 12"C 12 C 10» ° ° 0 6„ 6» 14>, °� 6„6 ° 1 CORNER o 12 C NNOW-M + ° o ° gyp\ p 10 ° ° 16 ° SITE O ° 8" ° '�7 ° CLEAR ZONE 4>, —O— 8 ° 6„ 4» 10" ° 4 ° � - 8 14 " 8 ° 4" 8 10 4,> 0 ..� > » _ ° 9 8 - ° 12" 12 12". o ° ° \ \ \ \ \ 10'> 0 r� �_ r�� 14 �, ° , Cd% 6 �v�o » 2" ° 14 » 12" „r �` „ t1l y ° 6 � ° 10�� Q °' ------- 10 — ---- 16 — v / 6 < \ 8 O 0 I � z >. 19 fl W WWo >H P„E— 10 a !a fIL4o� ❑ lo' P" w � E- > �0U I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i 1„ Q 6„ 0 - A( 10" 1p \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 10' co - \ / 6 � 2' � I 4 4 co W \ r 10" 12" ° ° O di / j 1 \/ -)loll 8 > ° �/` TESL• ` 8„ J Q 1 J ,� 12g6 3 10„ 14 ° > �,} V d-{ EX. WETLAND 12„ ° 6, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W TO REMAIN AS IS 8 z i f � \ WW \ r cc cc , , VZ� � (0.90 ACRES Q� �► cc SEE WETLAND NO LA'S cc �C ON SH. 1 REGARDING �Q / co w PERMITTING AND I oQ 30 �� JURISDICTIONAL 4 ~� 4 LINE VERIFICATI 18 A2" cc -� 4 D El ��- 12" 1\, 6 4 _> 18" 12" -> 4„ 8 12" o,> 6 4 (90 6 4" 6 10 8 , 8„ >, ,> 4 12 �, N 00009'14" W 1036.49' Kioll 6 M-7 810" 0 \ 14,> 14 s W w ° CD EX. CURB 1:wdxox LANDSCAPING DATA �T c �+ �TT� 1. LANDSCAPING REQUIRED FOR FULL BUILDOUT OF ENTIRE SITE LANDSCAPE LEGEND NOTE: NO CREDIT IS TAKEN FOR TREES WITHIN THE WETLAND AREA AND UPLAND BUFFER AREA. LANDSCAPING AND IRRIGATION NOTES A. ROSELAND RD. R.O.W. = 50' WIDE TYPE "A" BUFFER UTILIZING NATIVE GRASS COVER THE TREES IN THOSE AREAS ARE IN ADDITION TO THE EXISTING TREES DOCUMENTED ABOVE. 1. LANDSCAPING AREA SHALL BE MAINTAINED BY AN AUTOMATIC LOW VOLUME SPRINKLER 1,005' X 8 CANOPY TREES/100' = 81 CANOPY TREES SYSTEM WITH A MOISTURE SENSOR INSTALLED. IRRIGATION SYSTEMS SHALL BE 1,005' X 4 UNDERSTORY TREES/100' = 41 UNDERSTORY TREES PINE TREE (SIZE NOTED) TO REMAIN REGULATED BY AN AUTOMATIC TIMER OR CONTROLLER. 2. ALL UNDERSTORY TREES SHALL BE 6 FT. HIGH AT PLANTING. ALL HEDGES SHALL BE 2' B. NO RTH PROPERTY LINE = 452' X 1 TREE/35' = 13 CANOPY TREES () X 24 SHRUBS/100' = 242 SHRUBS OAK TREE SIZE NOTED TO REMAIN HIGH AT PLANTING AND 30" ON CENTER. B. NO� C. SOUTH PROPERTY LINE (AIRPORT DR. WEST) = 374' X 1 TREE/25' = 15 CANOPY TREES 3. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF SEBASTIAN D. EAST PROPERTY LINE (AIRPORT DR. WEST) = 1,036' X 1 TREE/25' = 42 CANOPY TREES MAPLE TREE TO REMAIN ORDINANCES. E. INTERIOR LANDSCAPING = 39 SPACES X 15 SF = 585 SF SHRUBS EUGENIA STOPPERS OR SEAGRAPE SHRUBS (30" O.C.) 4. IRRIGATION CONTRACTOR SHALL VERIFY LOCATION OF EXISTING WATER & SEWER LINES 39 SPACES X 1 TREE/5 SPACES = 8 CANOPY TREES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL USE HEADS AND DEVICES APPROPRIATE FOR THE LANDSCAPE F. NON-VEHIC. OPEN SPACE: 154,731 SF X 1 TREE/2,000 S.F. = 78 CAN. TREES SHRUBS EQUIVALENT TO 30" O.C. MATERIAL TO BE IRRIGATED. SIMPSON STOPPERS ALONG ROSELAND RD. & AIRPORT WEST DR. (36" HEIGHT @ PLANTING, 704 TOTAL) 6. LOW TRAJECTORY HEADS OR LOW -VOLUME WATER DISTRIBUTING DEVICES 2. TOTAL LANDSCAPING REQUIRED AND PROVIDED FOR FULL BUILDOUT OF SITE CHINESE FANS ALONG NORTH PROPERTY LINE (24" HEIGHT @ PLANTING, 200 TOTAL) SHALL BE USED TO IRRIGATE CONFINED AREAS IN ORDER TO PREVENT OVERSPRAY ONTO A. TOTAL CANOPY TREES REQUIRED = 237 TREES IMPERVIOUS AREAS. NEW CANOPY TREE (OAKS (39), CABBAGE PALM (20) MIX 7. CONTRACTOR SHALL SUBMIT A SHOP DRAWING TO THE ENGINEER PRIOR TO INSTALLATION 3. EXISTING LANDSCAPING ON -SITE SHOWING PROPOSED LOW USAGE ZONES AND LOCATIONS OF ALL IRRIGATION EQUIPMENT. A. EXISTING CANOPY TREES ON -SITE = 236 TREES (59 TOTAL - 49 TREE CREDITS) 8. NO MORE THAN 25% OF ALL REQUIRED PERIMETER LANDSCAPE STRIPS SHALL BE COVERED 1. 31 (2"-4" OAKS) + 46 (5"-10" OAK) + 8 (11"-20" OAKS) = (1 X 31) + (2 X 46) + (3 X 8) 12' HEIGHT @ PLANTING IN SOD OR GRASS. 75% OF THE REQUIRED STRIPS SHALL BE COVERED IN RECYCLED OR = 137 TREE CREDITS ENVIRONMENTALLY FRIENDLY MULCH. ALL FOUNDATION LANDSCAPE STRIPS SHALL HAVE 2. 8(2"-4" PINES) + 22(5"-10" PINES) + 9(11"-20" PINES) = (1 X 8) + (2 X 22) + (3 X 9) NEW UNDERSTORY TREE 5' HGT. © PLANTING NO SOD OR GRASS AND SHALL BE COVERED 100% IN RECYCLED OR ENVIRONMENTALLY = 80 TREE CREDITS WAX MYRTLE AND ILEX (HOLLY) MIX (97 TOTAL) FRIENDLY MULCH. SHRUBS IN FOUNDATION PLANTING SHALL BE FROM APPROVED LIST IN 3. 5(11"-20" CEDARS) = 15 TREE CREDITS SEBASTIAN LAND DEVELOPMENT CODE. 9. GROUND COVER PROPOSED IN THE AREAS OF FUTURE BUILDINGS SHALL BE TEMPORARILY 4. NEW TREES 4. EES 0" MAPLES) = PROVIDED ON -SITE 4 TREE CREDITS SEEDED AND MULCHED ATOP AN 6 INCH STABILIZED SUBGRADE IN ACCORDANCE WITH A. NEW CANOPY TREES PLANTED ON -SITE = 49 TREES SUBGRADE SPECIFICATIONS FOR MILLING SURFACES ON SHEET 3, UNTIL SUCH TIME THAT B. NEW UNDERSTORY TREES PLANTED ON -SITE = 97 UNDERSTORY TREES CONCRETE FOUNDATIONS ARE PLACED FOR THE FUTURE BUILDING, 10. GROUND COVER PROPOSED IN THE AREAS OF RETAIL SALES OF LANDSCAPE MATERIAL WILL BE 5. TOTAL CANOPY TREES PROVIDED ON -SITE (NEW + EXISTING) = 285 8 10/1/06 REVISED PER PHASED SITE PLAN & AS -BUILT LANDSCAPING PHASE 1 THE SAME MATERIAL THAT IS BEING STORED IN THE RESPECTIVE LOCATIONS ATOP THE 6 8/2/05 PER SEBASTIAN CITY COUNCIL APPROVAL SAME SUBGRADE NOTED IN ITEM #9. 5 7/22/05 INCREASE ROSELAND RD. VEG. TO TYPE "A" BUFFER NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS 4 6/15/05 PER COMMENTS FROM I.R.C. FIRE DEPT. "Title to all documents which bear the ORIGINAL RAISED SEAL O F A FLORIDA LICENSED �/� E. BASTIAN A I Q ID 0 "' T STnQAGE L L C copyright of Todd N. Smith, P.E. is vested DESIGNEDTNS TODI� N. s M I. L. solely in Todd N. Smith. P.E. these ENGINEER 3 6/06/05 PER COMMENTS FROM CITY OF SEB. 9 documents are provided to the owner solely CHECKED 2 5/17/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 121 HINCHMAN AVE. in connection with this project. Any other use or reuse of these documents or any TN S reproduction, display, sale, or other 1 3/15/05 PER COMMIENTS FROM CITY OF SEB. & ST. JOHNS SEBASTIAN FL. 32958 disposition of these documents by anyone is 1 DATE DEC 2004 expressly prohibited without consent of Todd NO. DATE DESCRIPTION Ph. (7 7 2) 5 8 9— 8 7 2 2 LANDSCAPE \L\\ C smith, P.E. pursuant to the Federal SCALE 1 = 4 Q Copyright Law." © 2004, TODD N. SMITH, P.E. SHEET 6 TODD N. SMITH, P.E. #42082 370'-0" 10'x10' V.1m, iln 1—cl In © s'x5' 5'x5' 10'xl5' 10'xl5' ❑5'x5' s'xs• ❑D 10'40' 10'x10' 5'x5' IN © ❑D ❑A EJ 10'xl5' 10'x10' IN FA� 8'-6" x 8' EXTERIOR STEEL ROLL -UP © 4'-0" x 6'-8" STEEL SWING DOOR POLYURETHANE CORE © 8'-8" x 7' INTERIOR STEEL ROLL -UP FQ_1 3'-8" x 7' INTERIOR STEEL ROLL -UP 0 3'-6" x 8' EXTERIOR STEEL ROLL -UP 0 RIGHT ELEVATION BLDGS. A—C SCALE: 3/32" = 1' 0 LEFT ELEVATION BLDGS. A—C SCALE: 3/32" = 1' 1 10/6/06 REVISE BUILDING DIMENSIONS PER SITE PLAN NO, DATE DESCRIPTION 10'x70' IN J 9'4" EAVE HEIGHT 10'xl0' 10 10'x20' 10'x10' 10'x10' 10'x10' 10'x10' S'x10' S'x10'S'x10' S'x10' S'x10' In Ln L�ls 10'xl5' IN 10'x20' In 10'x20' II 10'x2o' II 10'x20' II 10'x20' II 10'x2o' II 10,x20' lo'xlo' 10'xlo' 101x10• 10'xl0' 10'xl0' 10'x10' 10'xlo' 10'40' 10'xlo' © © © © © © © El © IQ! © © © © 10'x20' 5'x5' 5'x5' © © © © © o © © ON o a o o a © a © 5'x10' 5'x10' 5'x10' 5'x10' 5'x10' 5'x10' 5'xlD' TAW 5'x5' 5'x5' S'x5' S'x5' 5'x10' 5'x10' 5'x10' 10'x10' l0'xl0' 10'40' 10'x10' 10'xl0' 10'x70' 101x10' 10'x10' 10'x10' 10, 10, 10, 10, 70' 10' x x x 10 x10 10 x10 © © © © 5x5 © © © © 175 5'x10', 5'x10' F 5'x10' 5'xl0' 5'x10' 5'x10' 30'x10' 10'x10' 5'x5' 57x5' 5'x5' 5'x5' © © © © © © © Q 5'xlo' 5'xl0' 5'xlo' 5'xl0' I Q 10'x20' 10'x20' 10'x20' 10'x20' 10'x2o' 10'x20' UI s'xs s'xs' 10'x15' 10'xl5' O 10'xl5' 10'xl5' 10'xl5' 10'x15' 10'xl5' 10'xl5' l0'xl5' 10'xl5' 10'xl5' 10'xl5' ~ J 101x10' 10'xl0' 10'xlo' 10'x10'' _ 5'x5' S'x5' U A❑ 0 ❑A © ❑A ❑A ❑A 0 0 0 ❑A o © ❑A Q \� FLOOR PLAN BUILDINGS A, B, 8c C \ e SCALE: 3/32" = 1' Is' 10'x20' 10•12o' t0•x20' 10'x20• 10'x20• 10'x20' 01 ® Al o 0 Al TO DD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 )6o' Wx20' I.,=' 10'x20• 101x20' t0'x20' AYx20' 10'x20• 7ox20• Wx20' to'x20' 10'x20' t0•x20' IWX201 10'x20' 10'x20' IN IN A❑ 0 ❑A IN IN IN IN I z, J FA-1 ® IN 01 01 STANDING SEAM METAL ROOF (TYP.) SLOPED 1/4" PER FOOT FLOOR PLAN BUILDINGS F & G SCALE: 3/32" = 1' PEAK HEIGHT AT 10'3" FRONT ELEVATION BLDG. F & G REAR ELEVATION BLDG, F & G SCALE: 3/32" = 1' S E 13AS TIAN AI'RP OIRIT S TOIR. A Gx E) L L C FLOOR, PLAN & ELEVATIONS l4u 6 A 0 s M _, �I, �M n,J ffi RIGHT ELEVATION BLDG. G SCALE: 3/32" = 1' 9'4" EAVE HEIGHT LEFT ELEVATION BLDG F SCALE: 3/32" = 1' NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS 'Title to all documents which bent the ORIGINAL RAISED SEAL OF A FLORIDA LICENSED copyright of ToddN. Smith, P.E. s vested DESIGNED TN S solely Todd N. Smith, P.E. these ENGINEER documents are provided to the owner solely in connection with this project. CHECKED TNS Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these DATE MARCH 2O05 documents by anyone Is expressly I prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal SCALE A S SHOWN @ppyright Law.' 75D 2004, TDDD N. SMITH, P,E, 11 SHEET S l t TODD N. SMITH, P.E. #42082 SCALE: 3/32" = 1' 0 Pa I P�l z FRONT ELEVATION = SCALE: 3/32" = 1' U Q REAR ELEVATION SCALE: 3/32" = 1' ------------ 9'4" EAVE HEIGHT a RIGHT ELEVATION BLDG. E SCALE: 3/32" = 1' LEFT ELEVATION BLDG. E SCALE: 3/32" = 1' 1 10/6/06 REVISE BUILDING DIMENSIONS PER SITE PLAN NO. DATE DESCRIPTION V 135'-0' p'xv VxIo' p'x10' 10'Xto' 10•110' to•x10' 1'x10' 10'xto' w3m. 1o'x10' 19Xto' Sx10' SXIO' extol Sx10' Sxio' _JI© © © © © © © © LJ © © �D �D FBI © © © © © © © © © © © © © o VIM, a'X10' extol 1011.1o• 10'xp' pxto' to'xto' extol p'xW to'xw p'xle p'x15' p•xis 10'xle extol VX20' to'x20• 10'x20' to'X15 to'xIe to'XW 1o'xle 101xv Wx10' to'xlo' VIM, to'xto' 110'x10' 5'XS 0 0 I I 0 0 0 0 0 0 0 0 o a IN a TYP. EVE HEIGHT OF INTERIOR FACE FACES A-G 9'-4" STANDING SEAM METAL ROOF (TYP.)i` f`APTA I CIfIINIC (TYP 1 17 axto p.xI0. 10'xIo' to•xp' lo'xlo' 1o'x10' p•xto' p'xto' p'x1o' S•xp' ex10' Sxto' a'X10' extol extol p'XIO' 0 0 © © © © © © © © o o a o 0 o a a © © © a ex10• Sxto• extol extol "a to'xp' pxw to'Xto• p'xIo' 10'xle p'xW p'x1a' p'xW WxW extol p'x20' p'x20' p'x20' 10'x20' to'xla' to'xW 10'xW p'xle to'XIO' 101AW 10'xto' toxp' to'xI0' Sxs o a a a ® ® o ® a a a o a a FLOOR PLAN BUILDINGS D & H SCALE: 3/32" = 1' PEAK HEIGHT AT 10'-8" FRONT ELEVATION BLDG. D & H SCALE: 3/32" = 1' REAR ELEVATION BLDG. D & H SCALE: 3/32" = 1' 1-11 FLOOR PLAN BUILDINGS E SCALE: 3/32" = 1' STANDING SEAM METAL ROOF (TYP.)---` PEAK HEIGHT AT 10'-8" FRONT ELEVATION BLDG. E KAP-TAI c Iini 1r` (TVP 1 SCALF: V32" = 1' REAR ELEVATION BLDG. E SCALE: 3/32" = 1 ' TODD N. SMITH, P.E. SEBASTIAN AIROT 0 R16T S T01"?1A U(--'E, L L C 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 FLOOR, PLAN & ELEVAT 'Title to all documents which bear the copyright of Todd N. Smith, RE, is vested solely In Todd N. Smith, P,E, these 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 disposition of these documents by anyone is expressly prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal rppyright Law.' 2004, TODD N. SMITH, P.E. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ENGINEER IN DRAWN TN S DESIGNED TN S CHECKED TINS DATE MARCH 2O05 SCALEAS SHOWN SHEET S 2 TODD N. SMITH, P.E. #42082 f 0 RIGHT ELEVATION BLDG. D SCALE: 3/32" = 1' 9'4" EAVE HEIGHT 0{ LEFT ELEVATION BLDG. D SCALE: 3/32" = 1' V 0 RIGHT ELEVATION BLDG. H SCALE: 3/32" = 1' 9'4" EAVE HEIGHT a LEFT ELEVATION BLDG. H SCALE: 3/32" = 1' I _ 9'4" EAVE HEIGHT 0 REAR EAST ELEVATION PHASE 5 SCALE: 1 /8"=1 ' 0 I 0 N 45-0" 9'X7' 9'X7' ROLL -UP ROLL -UP 3'0"X6'8" OFFICE FLOOR PLAN PHASE 9 SCALE: 1 /8" = 1' FRONT SOUTH ELEVATION PHASE 9 SCALE: 1 /8" = 1' 10'3" PEAK ROOF HEIGHT 9'4" EAVE HEIGHT WEST SIDE ELEVATION PHASE 9 SCALE: 1 /8" = 1' REAR NORTH ELEVATION PHASE 9 EAST SIDE ELEVATION PHASE 9 SCALE: 1 /8" = 1 ' SCALE: 1 /8" = 1' NORTH SIDE ELEVATION PHASE 5 SCALE: 1 /8"=1 ' 9'4" EAVE HEIGHT f$ '29'-4° ..� 3'0"X6'8" OFFICE JJJ I 9'X7' ROLL -UP ,..�} 3'0"X6'8" FLOOR PLAN PHASE 6 SCALE: 1 /8"=1 ' 9'4" EAVE HEIGHT 10'2" PEAK ROOF HEIGHT N FRONT SOUTH ELEVATION PHASE 6 SCALE: 1 /8"=1 ' REAR ELEVATION KAYAK RENTAL PHASE 7 SCALE: 1 /8" = 1' 10'6" PEAK ROOF HEIGHT TT HEIGHTE III'IIIII!IIIII II��IIII I IIII I H 0�II 0 WEST FRONT ELEVATION PHASE 5 SCALE: 1 /8°'=1 ' 1 10/6/06 REVISE BLD'G DIMENSIONS & ADDITIONAL BD'GS PER SITE PLAN NO. DATE DESCRIPTION TODD N. SMITH, Po E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 SOUTH SIDE ELEVATION PHASE 5 SCALE: 1 /8"=1 ' I= J_ S E ID'ASTIAN AIRTLOIRT STO-R.AGE, LLC FLOO]IR" T'L.N & ELEVATIONS REAR NORTH ELEVATION PHASE 6 SCALE: 1 /8 =1 ' 14' EAVE HEIGHT 9'4 " SAVE HEIGHT WEST SIDE ELEVATION PHASE 6 SCALE: 1 /8"=1 ' EAST SIDE ELEVATION PHASE 6 SCALE: 1 /8"=1 ' a 42'-0" FLOOR PLAN KAYAK RENTAL PHASE 7 SCALE: 1 /8" = 1' FRONT ELEVATION KAYAK RENTAL PH SCALE: 1 /8" = 1 ' 14' EAVE HEIGHT NORTH SIDE ELEVATION KAYAK RENTAL PHASE 7 SCALE: 1 /8" = I' 7 SOUTH SIDE ELEVATION KAYAK RENTAL PHASE 7 SCALE: 1 /8" = 1' NOT VALID WITHOUT THE SIGNATURE AND THE 'Title to all documents which bear the ORIGINAL RAISED SEAL OF A FLORIDA LICENSED copyright of Todd N. Smith, P,E, is vested 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 �� O documents or any reproduction, display, / sale, or other disposition of these ! b documents by anyone Is expressly prohibited without consent of Todd N. Smith, P,E. pursuant to the Federal eppyrlght Law,' 2004, TDDD N. SMITH, i',E, DRAWN TN S DESIGNED TN S CHECKED TN S DATE MARCH 2O05 SCALE A S SHOWN SHEET S 3 TODD N. SMITH, P.E. #42082 PRIMARY BENCHMARK SOD AND RE -GRADE ROSELAND RD TOP CM FD EXIST. DRAINAGE CONVEYANCE R. O W SWALE AS NECESSARY TO DIRECT „ SWALE TO BE FILLED AS PER PLAN, . SWALE TO EX. CROSS PIPE UNDER STAMPED X 436, 1995 / INSTALLED EXCEPT ALL PORTIONS OF THE SWALE AND NEW ROSELAND RWNSTREAM OF RIP HEADWALL �- ELEVATION=13.99' �- SHALL REMAIN UNDISTURBED WHERE NAD 1988 NAL IMMEDIATELY DO ------- Oco+ THE EX. SWALE IS WITH UPLRANDCBUOFFERS. EX 36 CC WETLANDS AND �� N.W.INV= 7.71' N�' �`L --- � O+ cot` +�� ��+ N �`I O O� �D EX. 12" CMP N INV= 11.42 S,INV= 11.44' �p�W�O ��°�� GROUND SIGN AS �Lj ��` +` INSTALL RIP -RA �- PPROVED BY CITY COUNCIL ENTERLINE OF EX. ROADSID SWALE HEADWALL (SEE + o O + �O° O �°� 1,200 SF OPEN AREA �j�O 4'� + �_ �+ o �° ASPHALT ROAD CONTROL _ ____---- - 1� 1005.30� F DETAIL) W �� O �' STRUCTURE (2) 900 GAL. S O4'4'7 02 E J_ - F' r ST SEPTIC TANKS + ° �� -- -- EQUIWATPMENT PLY ,.....� �� �� c_ Ul O +� (SEE DETAIL) & 400 SF �� ��jO� ��� FLAG POLE �`� _ p� RR INFIELD O '� SITE CORNER o x cs OA ��` ��� �� CLEAR ZONE �� �- cn ��� °...+1 W 51 �O x 12.6 4 �_ VEHICULAR WASH AREA + �� 15.1 t�l �- z � HOSE USE ONLY) - C� (r Q ( RV -SEWER 15.25 15.2 }75( 2 N� `� Ul O DISCHARGE CON ECTION -� � 0 J Q LO IN ACCORDANCE W/ CH. 64E-15.004 3 15.0 O �x - N� --------- ❑ FJ4 + o CJi L=1 ----- ------ x 2Fj rL m o O +N 5' �� 4 78 \ h / / �'�3 tk�4 4.78 � 14.75 �� . �c^ U O O O < o '\ co- 65 14. 5 4 6 O � O 4� o\ +It ---- _ O N W o bD ASPHALT Rot N C RO SEL, W tx- 15.2 +N"� x 14.00 d'i J O W W 4.60 309.33 �� ' ' �' 14.88 .81 �J + }- r _ 1 ? W 11.80 + + �\ 4 5.00 ��I 14.89 4.86 � 4.96 �'� 5.30 4.93 w +'�`1' ��� h�� 14.5' .80 �� CB#4 `�D HP 4.76� �O. 4.91 4.7 Y' CB#7 PIPE G -► CB ,w �O 32 I D p//� 88 �O_r 5.06 ❑ ❑ cr w Q2. _ T �'y� 1475 E �+ �P H, o ~ N + ��� x 14.57 - �o GEMENT TRAC _ 17 ° 4. + ��,(� P E _ = + 5.00 FJ� +CO Cn + I x o c�ia� OR�W PIER NW AS�N 4.93 1' �� �" - T-N > ❑ H, Q w \ Z a O ST T pE �E`.1T1 0 1 �O �' J �� U, � ❑ 12.5s \ \ \ \ 5.1 3� B 5 \ \ \ \ � Cr 3 W _ �, ,� �0 4.93 Za, v ,„� 40 SPACES (PHASE 1) N z a i� CO �-�-r O �J HP / D �+ � MILL NG RO ND V 1 FLE ORS T 54' O.C. J p5 9.8� 55 4 g5 0 N 5.28 \ \ \ \\ � \ "\ . FO AL OUTD OR S ORA\ SPA�ES �J 4.23 tx- txIO tx \ z �E-z UQ hr PE p H + 15.58 a �a aP,� w Q w�D off N o Q � ' 11 80 g1 N� 4' ' h� 15ti + �s QLv o4�g� �o ta, .55 �� �+ C� �� �� Q\ 5.34 5.26 5.45 15.3 0) C� wz� N �• 1 o o� ca W Q; 1 463 0 �'� / L 269.77 4.57 1 .6LLJ 32' 4.78 4.64 15.10 13.41 g /�� D `L C5� 4L SL\NEPT nJ0 N L� Q �\l� 5.34 ® + +� 15.28 C. j�P•i �5 �j '! 25> ✓•a5 �n HP 5.24 Z� 22 79 Fj 4g SPPC`17346i O 1�. + �� i� fi�5 2 5.31 REFLECTORS AT 48" O.C. 5' 0 F T lea 1 15.30 ^ o. v O 1 4.66C\ORS cES �� oEX # r CB#3 �' :� + d 3 ( x ��SS� AA x 1�° / c N �? REFEE G SPP 01 1N �� 5.35 �► STORAGE AREA W/ 10' RADII A�xOI�IERS & 25 RETURNS PPRK\ED PER NP �' I 00 na FOR TRAFFIC CONTROL � [�- 4 J�ciw T0Z pENPSE� CO >.,:;`'. �.:.�r' o' �� ] �S�R\P �/ D HP 4.79 C 4.SO 3 +\� UPLAND 4 OFFICE475 BUFFER (TYP.) / Q o� oLO Q W 4j� N� oa oQ SEMP tom` #Z 3' TES o FF E�- g14 W Cp CO H rn tom_ 15.p0 D_ 47g EL 1296 �� + 14. 6 x 4 6 �' + C� 476 4 4 EX. WETLAND 4 � t E- �� 0 602 L $ r� � TO REMAIN AS IS + �� wz127,9 s.ss 5.32 8 PA ES P AS 4- '� 15.2 ilr' 5 0.90 ACRES 25 MIL ING GR.O ND OV R 35 a 3� g 4.89 e� 15 � 5 15.60 15.25 � 5 2 o Q � 00 + � �J x� �1.5G� 1550 p���w> E WETLAND NOTES � z 1 15 REFLECTORS AT 54" O.C. / � ABOVE REGARDING 5.36 A/�RSRS/ 0p2tn + �NCB#1 o o� HP/ / 7 A7 472 JURISDICTIONAL O' co ' 4 4 o: N 2P.7 4 00 LLIO �4 150 �� ! ` LINE VERIFICATION � m o ��'+ 5.34 �"� 1510 15.10 2 U HP CD 10' 10' _> _> _> _> N �� ��. 5 5 .49 �� Ln PIPE I ❑ �w 0-- J_J+ 50 4 _>N 7 + ���+ VERIFIED �\ `r'n ��. PIPE J r� CB#8 `"' CB#10 5.17 � 15.36 N 15 465 JURISDICTIONAL Oj� N 15.57 5.45 N i i i 50.00, ��• ��° �W. 5.22 4.94 465 47W �� WETLAND LINE N CO- E� UPLAND BUFFER �, + + 1 �Q 60.00, ���� 29 VARYING WIDTH (TYP.) r� N 7S �" 1 + TOP= 13.64' 4 15.10 + 15.25 + W • CO C 15.4 ��yt � EX. W INV. = 7.40 5.73 � 5.54 15.25 `L �N EX. E INV. = 7.50 �� G TE Dc Gj O 5.21 CW\ +5.57 10' SQ. DUMPSTER O + + N 00°09'14 W 1036.49' �,� �h� + �� ®�A`D _ 13.75� �h AREA W/ 5' HIGH +10.37 +� 0 ��. �� W MASONRY WALL ON THR �O. 1, �Cb 9 SIDES W/ OPAQUE CHAT LINK GATES N 4 ��. �R" 4.9 0 �� 45 EX. CURB ��� N _ 366.E p� N �� tK• tx PIPE N 'CK. ASPHALT ROAD Nam' pQ PIPE L 13°9 +� N + cam +W E EMA�v�.6363�'' PVM"T + „�. co 14,18 AIRPORT DRIVE WEST' No ASPHALT ROAD 80 13.84 100 R W - N\ ��+�� N�� �°`� AIRPORT DRIVE WEST +� „ �.�' WS °a o `� �� 15" cc �� �� ��` �� 132.94 ��, p ,�0, c� EX. 19 OF 36 CC �, 73 6 15 CC MATCH EX. 0 100' R/W N� �TI + EX. CB �• +10.32 +� + O W.INV= 10.74; �0�� W.INV= 10.51' + O Wes+ EDGE OF PVM'T l - EX. N.W. INV= 9.90 1 EX. 15 CC EX. 15" CC W. I N V= 11.91 ' W. I N V= 10.3 0' LEGAL, DESCRIPTION E.INV= 9.57' , A PORTION OF SECTION 28 AND 29, FLEMING GRANT, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Commencing at a concrete monument found at the westerly corner of said Section 29; thence N.45°F2'53 E along the northerly line of said Section 29, a distance of 680.60 feet to the centerline of Roseland Road; thence S.04°47'02"E along the said centerline of Roseland Road, a distance of 526.67 feet to an intersection with the centerline of Central Airport Drive; thence S.87°08'56"E along said centerline of Central Airport Drive, a distance of 503.63 feet to an intersection with the northerly extension of the easterly right of way of said Roseland Road; thence S.04°47'02"E along said northerly extension a distance of 50.45 feet to an intersection with the southerly right of way line of said Central Airport Drive and the POINT OF BEGINNING; thence S.87°08'56"E along said southerly right of way line, a distance of 452.70 feet to an intersection with the westerly right of way line of Airport West Drive; thence S.00°09'14"E along said westerly right of way line of Airport West Drive, a distance of 1,036.49 feet to an intersection with the northerly right of way line of said Airport West Drive; thence N.81°11'44"W along said Airport West Drive, a distance of 375.53 feet to an intersection with the said easterly right of way line of Roseland Road; thence N.04°47'02"W along said easterly right of way line, a distance of 1,005.30 feet to the POINT OF BEGINNING. Said lands lying and being in Indian River County, Florida. 1 11 26 06 JADD AS -BUILT INFORMATION N0. DATE DESCRIPTION REVISIONS E.INV= 10.18 TODD N. SMITH, P.E. 121 HINCHMAN AVE. SEBA STIAN, FL. 32958 Ph. ('772) 589-8722 TOP= 13. 55 4.32 E.I N V= I U.62 ` E.INV= 10.46' ` �h LEGEND -4- Q POWER POLE CURB INLET EX. 15" CC ADJ. PROPERTY 01 TRAFFIC SIGN � D EX. 36 CC N. I N V= 10.71 ' UNPLATTED HP HIGH POINT +� WATER METER � W. I N V= 7.40' AIRPORT PROPERTY 14.2 EXISTING SPOT ELEVATION �0 E.INV= 7.50' S .INV= 10.39' ZONED: AI 15.0 PROPOSED SPOT ELEVATION 1' LIGHT POLE PP EX. POWER POLE WT TELEPHONE MANHOLE 0 SEWER MANHOLE EOP EDGE OF PAVEMENT WELL Q E C 0 `�'D D"AWING DRAINAGE FLOW CLEANOUT, TYPE UNKNOWN TRAFFIC FLOW S❑ 24 R1-1 STOP SIGN & VALVE 24" WIDE WHITE STOP BAR � ASE o 0� I t 2%--)) 99 ELECTRIC BOX 0< 400 W METAL HALOGEN ON 20' HIGH WOOD POLE W DRAINAGE MANHOLE 9 LOCATIONS FIRE HYDRANT 6' HIGH CHAINED LINK FENCE c- GUY ANCHOR o 6' HIGH WOOD STOCKADE FENCE aH TELEPHONE BOX TO BE REMOVED AFTER BUILDINGS A-C CO NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS "Title to all documents which bear the �j �j copyright of Todd N. Si, P. P.E. is vested ORIGINAL RAISED SEAL OF A FL0RIDA LICENSED DESIGNED TNS SEB"ASTIAN A I I�� �b 0 I��b solely a Todd N. Smith, P.E. these ENGINEER documents are provided to the owner solely 9 T STOR �_T in connection with this protect. Any other CHECKED TNS use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is DATE SEPT. 2006 PHASE Texpressly prohibited without consent of Todd"- '\\\\\fll N. Smith, P.E. pursuant to the Federal G SCALE 1 4 0 Copyright Law." © 2004, TODD N. SMITH, P.E. SHEET 2 TODD N. SMITH, P.E. #42082 GENERAL NOTES 1. ALL CONSTRUCTION & MATERIALS SHALL COMPLY WITH CITY OF SEBASTIAN ZONING AND LAND DEVELOPMENTS REGULATIONS. 2. ALL TRAFFIC CONTROL SIGNS AND MARKING SHALL COMPLY WITH CITY OF SEBASTIAN TRAFFIC ENGINEERING DEPT., FL. DEPT. OF TRANSPORTATION REGULATIONS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 3. DENSITY TESTS WILL BE REQUIRED AS DIRECTED BY THE ENGINEER, FOR SUB -GRADE & BASE. THE TESTING LABORATORY SHALL FORWARD TWO COPIES OF ALL TEST REPORTS TO THE ENGINEER. ALL DENSITY TESTS TO BE PERFORMED PER AASHTO-180 METHOD. 4. IF ANY UNSUITABLE SOILS ARE ENCOUNTERED UNDER THE PARKING LOT, DRIVE AISLE OR STORMWATER MANAGEMENT TRACTS, THEY SHALL BE REMOVED & BACKFILLED WITH CLEAN 3' SQUARE 4" DEEP 4% INLET DRAIN CONC. APRON SLOPED 1" W/ HINGED COVER TO DRAIN SLOPE SLOPE FIN GRADE SAND. 4% PVC 5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO DEVELOPMENT. SLOPE 1/8"/FT. 6. PAVING SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN ZONING ORDINANCES AND TO SEPTIC TANK FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, LATEST EDITION. 7. ALL NUISANCE EXOTIC VEGETATION AS REQUIRED BY CITY OF SEBASTIAN SHALL BE REMOVED FROM THE SITE. 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 FLORIDA DEPT. OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, SECTION 710. 9. SOD ALL DRY STORMWATER MANAGEMENT TRACTS ON SITE AND ALL OTHER GREEN AREAS ON -SITE UNLESS NOTED OTHERWISE 18" MIN. COVER ' + 2 3' ± PROPOSED SWALE SIDE BANK PROFILE BEYOND CULVERT EL. = 12.2± P-TRAP 1L N 2 FINISH GRADE AS PER PLAN �\ TYP. RIP -RAP SOIL -CEMENT BAGS 2 10. ALL COMPACT PARKING SPACES SHALL BE MARKED "COMPACT" ON THE TIRE STOP OR NOTE: 4" DIA. DRAIN PIPE SHALL HAVE A 4" DIA. HINGED COVER. A WATER SUPPLY EL. = 8.20 PARKING SPACE. HANDICAP SPACES SHALL BE STRIPED AND SIGNED IN ACCORDANCE OUTLET FOR WASH DOWN SHALL BE PROVIDED WITH A WATER SOURCE WHICH IS III=III 36 A 2000 PVC 11. WITH FDOT INDEX NO. 17346, 2002 EDITION. THE CONTRACTOR SHALL INVESTIGATE SOILS AT THE PROJECT SITE PRIOR TO CONSTRUCTION PROTECTED FROM BACKFLOW AND BACK-SIPHONAGE, AND RETRACTABLE, SPRING COILED W INV. = 8.20 12. AND REVIEW SOILS REPORT BY KSM ENGINEERING & TESTING, INC. DATED OCT. 18, 2004. REFER TO SURVEY BY TAYLOR LAND SURVEYOR CO. FOR BOUNDARY AND WATER DELIVERY DEVICE OR OTHER SYSTEM APPROVED BY THE LOCAL PLUMBING JURISDICTION. TOPOGRAPHIC INFORMATION. DRWG. 04-1063 DATED APRIL 13, 2004. 13. ALL BUILDINGS SHALL POST A MINIMUM 6" HIGH NUMERICAL ADDRESS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 64E-15.004, FL. ADMINISTRATIVE CODES 14. SPACES SHALL BE MARKED WITH STRIPING AND THE USE OF 1 1/2" DIA. FLEX POSTS ON THE 15. 4 CORNERS OF THE SPACE AS APPROVED BY FOOT. AREAS DESIGNATED FOR FUTURE BUILDINGS SHALL USED AS VEHICULAR STORAGE AS SECTION VIEW 0 F RIP -RAP E N D W A .AREAS PER PLAN UNTIL SUCH TIME THAT THE FUTURE BUILDING IS CONSTRUCTED. ALSO, WHEN FUTURE BUILDINGS DUMP STATION HOOK-UP 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 OWNER RESERVES THE RIGHT TO CONVERT THE TWO SOUTHERN VEHICULAR STORAGE AREAS BACK TO LANDSCAPE MATERIAL STORAGE IN ACCORDANCE WITH APPROVED SITE PLAN ON FILE WITH THE CITY OF SEBASTIAN. IF THIS AREA IS CONVERTED BACK TO LANDSCAPE STORAGE, ALL IMPROVEMENTS ORIGINALLY APPROVED WITH THAT USE SHALL BE CONSTRUCTED BY THE OWNER, INCLUDING BUT NOT LIMITED TO MASONRY COMPARTMENTS WITH WEEP HOLES, AND 6 FT. HEIGHT RESTRICTION ON STORAGE PILES. 18. 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 OF THE STRUCTURE (2 BALLASTERS PER CORNER), IF NEEDED. 19. OWNER SHALL INSTALL "KNOX" BOX FOR FIRE DEPT. AT ALL GATES OPERATING WITH KEYPAD. AS PE_R�- �`E PLAN SECTION ale #4 Bar eveled Or Round Corners I- I In s, \ �% CDLj N N TO _ -o O 0 Ditch Grade-, �Q In GROUND COVER AS PER PLAN * TO CL OF PIPE Concrete Slab, 3" Thick, Reinforced With WWF 6x6-WI.4xWl.4 MITERED END SECTION TOP VIEW -SINGLE PIPE NTS Q. PLAN TYPE A' TYPE B' ' TYPE A' JOINT J5TYPICAL OINT � �✓O/NT 20' - EL f-VA T/ON NO TES. 1. SIDEWALK SHALL BE 4 " THICK EXCEPT IN DRI VEWA YS WHERE THE THICKNESS SHALL BE 6 ". 2. SUBGRADE BELOW SIDEWALK SHALL BE A MIN. L.B.R. 40 COMPACTED TO 98X OF MAX. DENSITY PER A. A. S. H. T. 0. T-180. 3. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI Q 28 DA YS. N TS r 18" $250 FINE 6„ FLA. STATUE 316.1957 NOTES• 1. ALL LETTERS ARE 1" SERIES C" PER U..U.T.C.D 2. TOP PORTION OF SIGN SHALL HAVE REFLECTOR/ZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF S16N SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. RNE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. 1NSTALLA7ION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WL'I SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M. U. T.C.D.) (7' CLEARANCE) HANDICAP PARKING SIGNA GE N TS 4 nC- nI IIHITE PAINT l l,` NDICA PPED PA VEIMEV T S IvMgOL DETA 1L A TS PERMITS REQUIRED 1. ST. JOHNS RIVER WATER MGMT: DIST, ST❑RMWATER PERMIT 2: CITY OF SEBASTIAN SITE PLAN APPROVAL 3. CITY OF SEBASTIAN LAND CLEARING PERMIT 4. CITY OF SEBASTIAN TREE REMOVAL PERMIT 5: CITY ❑F SEBASTIAN C❑NCURRENCY CERTIFICATE 6, INDIAN RIVER COUNTY ENV. HEALTH DEPT, SEPTIC TANK PERMIT 7. CITY OF SEBASTIAN DEWATERING PERMIT 8. INDIAN RIVER CO, RIGHT-❑F-WAY PERMIT 3 1/4'0 ❑RIFICE BLEEDER 6' WIDE ALUM: SKIMMER W/ S❑LID TOP PLATE INV. = 11:80 TOP EL, = -1475Z- 14:60, BOTTOM EL: = 11,5 4' 1' TYP: WEIR PER 2 FACES OF STRUCTURE FOR 6" 3'1" 6' TOTAL WEIR LENGTH = 23' 6" 6" WIDE ALUM: SKIMMER °. • �. �2 3/4' .. T❑P EL. _ 14.60 WHEELCHAIR RAMP (T)') SIGN No. F. T.P. - 25 (TYP) W W 12' 12' 5' j 6" 2' 6" HANDICAPPED .S'PA CE S TfRIPI 3 DETAIL N. T. S. ROAD IW.I coNSTRUCnoN AHEAD 200' 1 200' 400' I CONDITIONS ORERE THEIRNY VEHICLE, ACTIVITIES ENCROACH TON THE WORKERS a PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREA LESS THAN I r Ar 200' DOWNSTREAM FROM INTERSECTION, FOR A PERIOD OF MORE THAN 60 MINUTES. 400' 200' Lesls Than 20V KEEP LEFT ROAD AHEAD UUU1�tll CaNRUC71gJ AHEAD 200' 400' J ,0 I ,q CONDITIONS adii `Q da.'i .. aaS a WHERE ANY VEHICLE, EQUIPMENT, WORKERS 8 LP 0- OR THEIR ACTIVITIES ENCROACH ON THE 1 4'R v 6''" n:.: 8 I ork Are b PAVEMENT REQUIRING THE CLOSURE OF ONE 1 4'f? DTRAFFIC LANE, FOR WORK AREA 200' OR MORE -4 .a ad : 400' 200 50' DOWNSTREAM FROM INTERSECTION, FOR A PERIOD OF MORE THAN 60 MINUTES. a�`il" 2. 00 More Than 20ROAD 0' CONSTRUCTION KEEa AHEAD _ LEFT GENERAL NOTES 112" PREMOLDED 7. The ROAD CONSTRUCTION AHEAD and FLAGGER signs shall 1. Work operations shall be confined to one travel lane, leaving have a 18" x 18" min. orange flog and a Type B light attached EXPANSION SYMBOLS the opposing travel lane open to traffic. and operating at all times. 9 g 9 JOINT MA TERIAL ® 2. All vehicles, equipment, workers (except faggers) and their Mesh signs may be used for (Daylight Only) operations TYPE 'A' JOINT TYPE 'B' JOINT Work Area activities are restricted at all times to one side of the Type B Lights and Orange Flags are not required. pavement. 4' CONCRETE SL OPE 1/8 "-114 " UNLESS S/D_WA LK OTHERWISE NOTED WHEN PA VEMENT ABUTS RAISED SIDEWALK PROVIDE 8" DEEP GRASS FIN. GRADE BY 6" WIDE THICKENED EDGE A T SIDEWALK EDGE (NOT REO D WHEN.:p;o, =III -III S/W /S FLUSH WITH PA VEMENTI- PAVEMENT::;o:: SUBGRADE I =1 SEC TION SIDEWAL K DE TA S N T. S 5 11 /26 /OE ADD AS-BIULT INFORMATION 4 3/6/06 REVISE GEN. NOTE #17 3 6/15/05 PER COMMENTS FROM I.R.C. ENVIRONMENTAL HEALTH DEPT. 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 WASTEWATER DATA A: WASTEWATER FLOW FOR ACCESSORY OFFICE = 15 GAL/100 SF X 960 SF = 144 GPD B. REQUIRED SEPTIC TANK = 900 GALLONS C. REQUIRED DRAINFIELD = 144 GPD / .75 GPD PER SF = 192 SF (200 SF MIN,) D: REQUIRED GREEN AREA AROUND DRAINFIELD = 2 X 200 SF = 400 SF E. GREEN AREA PR❑VIDED AROUND DRAINFIELD = 1000 SF F. WASTEWATER FLOW FOR WATCHMEN'S QUARTERS AND VEHICULAR WASH AREA 300 GPD B. REQUIRED SEPTIC TANK = (2) 900 GALLON TANKS PER I:R:C. ENV. HEALTH DEPT: C, REQUIRED DRAINFIELD = 300 GPD / .75 GPD PER SF = 400 SF D. REQUIRED GREEN AREA AROUND DRAINFIELD = 2 X 400 SF = 800 SF E: GREEN AREA PR❑VIDED AROUND DRAINFIELD = 1200 SF 11 � 11 TABLE OF SIDEWALK JOINTS TYPE L OCA TION 20 FEET CENTER TO CENTER ON SIDEWALKS. P.C. AND P.T. OF CURVES. A JUNCTION OF EXISTING AND NEW SIDEWALKS WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES B' 5 FEET CENTER TO CENTER ON SIDEWALKS. TODD N. SMITH P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 G� L ID Sign With 18" x 18" (Min.) Orange Flag And Type B Light 3. For work operations of 60 minutes or less see Index No. 607 8. The FLAGGER legend sign may be substituted for the symbol sign. B Type Or Type �� Barricade Or Vertical 4. When vehicles in a parking zone block the line of sight to TCZ 9. All signs shall be post mounted if the closure time exceeds 12 hours. Panel Or Drum (With Steady Burning Light signs or when TCZ signs encroach on a normal pedestrian 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. May Be Used During Daylight Only. 11. Arro s denote direction of traffic onlyand do not reflect pavement mar'mgs. 5. If work area is confined to an outside auxiliary lane the work ® Type - Or Type -- Barricade Or Vertical area shall be barricaded and the FLAGGER signs replaced by 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 [p Work Zone Sign to Index No. 600. Ir Flogger TRAFFIC CONTROL THROUGH WORK ZONES PHILIPSON OUTSIDE VEHICLE ST0__LH'1A(____T'E -'TAILS SlTh7 D7�' a ' BOTTOM EL: _ I3-4-13.43 rl TYP: ON 2 FACES OF STRUCTURE (u Cu r� ij f. ° D ° 12'0 N-12 ADS PLAN V. 11,86 23' TOTAL WEIR LE INV: T3',`6.8_ 13,70� 3 1/4' BLEEDER INV:=11,8 EX: PRECAST TYPE 'C' CATCH BASIN TOP EL. = -T4-5-5_ 14:60 EX: ALUM, SKIMMER W/ SOLID PLATE TOP EX. 12'0 N-12 ADS INV: 1 11.86 EX, 12' SQ, ❑PENING FILLED WITH 1" DRAINFIELD ROCK W/ FILTER FABRIC OVER ❑PENING SECTION 1-1 ❑UTEA L_ STRUCTURE NOT TO SCALE C=4'1'j E=5'6' 6„ C=3'1'j E=4'6' 6' SEE PLAN FOR PIPE SIZES AND INVERTS ° ' °: .., . ° . .. 4 ' TRAFFIC BEARING & . �. BICYCLE SAFE GRATE II W (� II o❑❑ooa❑ LU co II U p a. :a ❑ ❑ a• • Qe.: U :: ` d °. 4 ,.°. e° -INISH GRADE ML-Md PRECAST TYPE 'C' OR 'E" CATCH BASIN AS PER PLAN a a •. PIPE AS PER PLAN ° • ° ° z 8 � • Q° ° ..' 4,. 12' 4 l� 12' SQ. ❑PENING FILLED WITH 1' DRAINFIELD ROCK TYPE "C" & "E" CATCH BASIN NOT TO SCALE NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS 'Title to all documents which bear 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 documents are provided to the owner T N S solely in connection with this project. CHECKED Any other use or reuse of these documents or any reproduction, display, I,( sale, or other disposition of these z� DATE DEC,4 documents by anyone is expresslyprohibited without consent of Smith, RE. pursuant to the Federal.Todd N SCALE A S SHOWN Copyright Law,' © 2004, TDDD N. SMITH, PE, SHEET 4 TODD N, SMITH, RE, #420e2 w z J WET DETENTION STORMWATER TRACT (WIDTH VARIES) SECTI❑N A -A NOT TO SCALE 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 z H J VARIES FROM Q 23.18' TO 27,13' � UPLAND BUFFER 3 TO REMAIN UNDISTURBED J Q Z O_ ~' MATCH EX, GRADE A AT EXT, EDGE OF W UPLAND BUFFER, : \ WA LANDSCAPE MATERIAL STORAGE AREA 50' PROPOSED GRADE SILT FENCE %- -14 � I � -12 _II III =11 � 4 MAX, 4 FULLY �X, GRADE SOD SECTIEN NOT TO SCALE w DRY STORMWATER TRACT w z WIDTH VARIES J pl 25' ,I 14' UPLAND BUFFER TO REMAIN UNDISTURBED MATCH EX, GRADE AT EXT, EDGE 0 UPLAND BUFFER, FULLY FULLY SOD SOD SILT 1� FENCE 1�5 I ,x. = I 12.55 �4 4 MAX. 4 PROPOSED GRADE NOTE: SEE PLAN VIEW FOR EX. GRADES IN STORMWATER TRACT AREA SECT11IN B-B NOT TO SCALE 1 1/4" TYPE S-1 ASPHALTIC CONCRETE 6" LIMER❑CK OR C❑QUINA 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,EW, NOT TO SCALE 28' 12' EXI ROAD UPLAND BUFFER 18, TO REMAIN UNDISTURBED z J w (- MATCH EX, GRADE EX. GRADE z AT EXT, EDGE OF U UPLAND BUFFER. SILT FENCEICI 15. / - =III 1 11- PROPOSED GRADE 4 MAX, 4 FULLY �J SOD SECTI❑N C-C NOT TO SCALE 5" UNREINFORCED CONCRETE Fc = 3,000 P,S,I, W/ SAW CUTS WITHIN 24 HRS, OF PLACEMENT @ 20' O,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 AASHTO T-180 CONCRETE PAVEMENT ALTERNATE IN R,❑,W, NOT TO SCALE 15' J 16,5' UPLAND BUFFER TO REMAIN UNDISTURBED MATCH EX, GRADI AT EXT, EDGE OI UPLAND BUFFER. 1� 50' LANDSCAPE BUFFER MATCH EX. GRADE AT FROM BANK FULLY TO PROP, LINE SOD BUILDING "A" 40' - I ---- =�I� 4 Mi11 ftix� v1O1 jX tit• sX GRADE E-E_ SECTION F-F NOT TO SCALE INTF,R,NAL ROAD 12' w z J w Z w U Q Q SILT FENCE t 1 _III -111 =111 ?44 MAX, 4 �EX, GRADE FULLY ROP❑SED GRADE SOD SECTION D-D- NOT TO SCALE MIN, 3" TOP LAYER OF ASPHALT MILLINGS MIXED WITH A SAND FINE AGGREGATE (NO 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.SI„ COMPACTED TO A MIN, OF 98% OF MAX, DENSITY PER AASHT❑ T-180 TYP, SEMI-IMPERVI❑US PAVEMENT FOR ON -SITE IMPR❑VEMENTS NOT TO SCALE L❑CATI❑N MAP NOT TO SCALE CATCH BASIN SCHEDULE MARK TYPE TOP EL.- INVERTS C B 1 C 14. 7 2 N= T2-.-0-9_ 11. 9 8 C B 2 C 6-5 14. 6 7 S= _ 11. 7 4, W=11-7-9_ 11. 7 2 C B 3 C 4' -6� 14.71 W=1-2-G9-_ 12.0 4 C134 C 14163 N & S=-a 9.80 C B 5 C -+2-�-5- 12.5 4 S =__9 �. 9.9 C B 6 C �6 14.7 0 S =TT� 11. 6 7 C B 7 C -1- 14. 6 8 N= 11. 3 S 11. 2 CB8 C 1- -S - 14.74 N 11.37, S 11.15 CB9 C 12.6 N=-9 0. 9.9 CBI C 14.68 S 11.68 CBI E --57 --15.1 E & NW=- --8.4 SEE NOTE 2 CB12 E -12.64 W=-87-159 8.7 SEE NOTE 3 CBI 3 C 1-27 5-12. 7 5 N IN V= J-� 9.9 NOTE #1: FINISH PARKING LOT GRADE (MILLING SURFACE COVER) AROUND THE 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 #3: CATCH BASIN #12 SHALL HAVE 36" WIDE RECT. WEIR ON THE EAST FACE. INV. ='9:, 9.81 PIPE SCHEDULE MARK SIZE LENGTH INVERTS REMARKS PIPE A 12" 131, S= 11,98, N= 11.74 -PIPE B 15" 84' W=10.50, E=71. 7 - 11. 72 PIPE C 12 84' W=10.50, E=12-&@_12.04 PIPE D 24" 110 S=S-7-5. 9.88, N=9-82 9.85 PIPE E 24" 107 N 9.9, S=_a�. 9.8 PIPE F 12" 101' SE=\1 1T 11.85, NE=-IT-7-9- 11.70 W/ MITERED END PIPE G 18 163' N=T� 11.67, S 11.3 PIPE H 24 " 16 5' N==1-11.2 , S 9.9 PIPE 1 18 159' N- _Ili: 11.68, S 11.37 PIPE J 24" 16 2' N =fit--5-_ 11.15, 5=_ 9.9 PIPE K 36" 298' W=8. 8.4, E =_8-�8.7 PIPE L 15" 77' N= 10.42, S=1_:�10.30 W MITERED ENDS PIPE M 12" 54' W 12.49, E- L . 12.35 W MITERED ENDS PIPE N 12 50' S=T-2-� 12.42, N=T2-2-5- 12.29 W/ MITERED ENDS PIPE 0 36 119' W= 8.4, 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 WITH❑UT THE SIGNATURE AND THE DRAWN TNS 4 11 26 06 ADD AS -BUILT INFORMATION 'Title to all documents which bear the / / T 0 D D N. SMITH, P . PHILIPSON TT yp��jj yy copyright of Todd N. Smith, P.E. Is vested ORIGINAL RAISED SEAL ❑ F A FLORIDA DESIGNED TINS O U T S I D S VEHICLE STO-FAZAGE solety in Todd N, Smith, P.E. these 3 6/15/05 PER COMMENTS FROM ST. JOHNS 2 5/17/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 121 HINCHMAN AVE.documents are provided to the owner LICENSED ENGINES solety in connection with this project. CHECKED Any other use or reuse of these T N S documents or any preproduction, display, �% V ` DATE DEC, 4 1 3/15/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS SEBASTIAN, FL. 32958 4 sale, or other disposition of these documents by anyone Is expressly prohibited without consent of Todd N. SCALE Smith, P.E. pursuant to the Federal A S SHOWN 772 589-8722 Copyright Law,' N0. DATE DESCRIPTIONA I L S © 2004, TDDD N, SMITH, P.E. SHEET 5 REVISIONS S IT D 1��TEDD N, SMITH, P,E, #42082