Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2008 (Box 2 #46) Storage Phased Site Plan - About Storage
H WETLAND NOTES RE -GRADE t�US>=LARD RD °--�-z� /�`��`�==-`----- SWALE AS NECESSARY TO DIRECT � + PRIMARY BENCHMARK THE ON -SITE WETLANDS ASSOCIATED WITH THIS PROJECT WERE ORIGINALLY IDENTIFIED SOD AND AS PART OF A LARGER WETLAND TRAVELING WESTWARD FROM THE LOCATION SHOWN ON THE PLAN. EXIST. DRAINAGE CONVEYANCE CMP TOP CM FD THE JURISDICTIONAL LINE WAS SURVEYED AT THE TIME OF THE PERMITTING OF THE ROAD CREATION SWALE TO BE FITIONDS Ao P HE SWALE REX WSWALE TO EX. CROSS PIPE UNDER ALL N V 2 11.42, '`�'�`b�' OF AIRPORT DRIVE WEST ON THE EAST SIDE OF THIS PARCEL AND THE DEVELOPMENT OF THE ADJACENT PARCEL TO ALL POR DISTURBED WHERE ROSELAND RD. AND N OF RAPE I P INSTALLED _____--- -- STAMPED '°X 436, 1995 EXCEPT THE EAST. THE NAME OF THAT PROJECT WAS "T-HANGER DEVELOPMENT /ACCESS ROADS" ,WHICH WAS SHALL REMAIN UN IMMEDIATELY DOWNS ------ S.INV= 11.44 '`�-- -_=- �j ELEVATION=13.99 DEVELOPED IN ASSOCIATION WITH THE SEBASTIAN MUNICIPAL AIRPORT. THE ROADWAY CONSTRUCTION HAS ISOLATED THE SWALE IS "WITHIN JURISDICTIONAL o°o+ L OWNERWETLANDS WITHIN THIS PARCEL BOUNDARY. THE JURISDICTIONAL LINE HAS BEEN VERIFIED BY ST. JOHNS WATER MANAGEMENT TIE EX.NAD 1988 DISTRICT IN ASSOCIATION WITH THE ADJACENT DEVELOPMENT NOTED ABOVE IN APP. NOV. 2002. REFERENCE ST. JOHNS PERMIT -AND PROPOSED UPLAND BUFFERS. EX 36 CC - �O ��-, � �_, WETLANDS` � 0,' ,N0. 40=777 -061-680172-3 FOR ADDITIONAL INFORMATION. THIS PROJECT PROPOSES NO IMPACT TO THE ON -SITE WETLANDS AND N . W.INV= 7.71, O`er�: SEBASTIAN AIRPORT STORAGE, LLC PROPOSES TO ALLOW FOR A 25 FT. WIDE UPLAND BUFFER AROUND THE PERIMETER OF THE WETLANDS AS SHOWN ON TH SITE PLANSTEVE PHILIPSON415 LIVE OAK DR. VERO BEACH, F.L. 32963 O �, 772-696-5585 ���`ti+ �--- �� + O �o� >x� '�� �� © KAYAK &CANOE SALES & TOURS INSTALL RIP -RAP -� ENTERLINE OF EX. ROADSID SWALE HEADWALL (SEE 0 + �.. pQJ'� 40`�� - 1-STORY METAL BLDG• - IL �p�• ,\tx N �-- 1,200 SF OPEN AREA 5�0+ �` --�'" RELOCATE GROUND SI HALT ROAD CONTROL - - A - '�, 005.30� j�F, DETA ) �. REL ASP CONTR (2) 90Ei 1 �_ + TO PVM'T rn SAME DISTANCE h STRUCTURE SEPTIC TANKS s 04�4� 02 tz1 z cn o .� O. AS PARK SIGN ACROSS SIRE =- _ WATER SUPPLY r O ��• + (SEE DETAIL) & 4OO SF EQUIPMENT c.r d CP N OLE `L' DR AINFIELD�� n TYP. PHASE 18.10' `LSO ,,�°� O �� • FLAG P - ""� PHASE 5 * �2' ,�'�� SITE CORNER o �- Ex. 1 o so. o o ° LINE TYP PHASE LINE +� �A �� �O _ CLEAR ZONE �� EouIP. BLDG. o �.- A ti..•• = cn E I P c A of LINE H ARE INSTALL 5 CONCRETE APRON TYP. 11O' x 1 4 WAS F.F. E=mom � � REMOVET PM � �� � � VEHICULAR _ __ � ��\ X 14�� �v \ + � tj �CQ �+ Q`V (HOSE USE ONLY) CONNECTION IN 15.2 120' 7Sl RV- DISCHARGE 15.25 p p cF ��� ® ® \ \ 3 EXISTING J 7 �� �� / Q\ PH SE CAR WASH-EQUIPTME�N_T ~ G��64EAN5.004� /140 - " STORAGE O TYP. PHASE 13 -- _ BLDG. B _ Q\ O F.F. EL=15 FUTURE 4 STORAGE \ \ BLDG. " FUTURE SELF STORAGE0 _ - LINE Gj I ' � �'�'� OO F.F. EL=�'f.,>�15.31 00 � � \ti o o / tom] _\---- -- \ ; 5 - G I U 10 10' �' - - BFGELA,5.4 \ (PHASE 8) � \ (PHASE 4) 14-23 2 5 Ut �°► 4.75 I` PP 1 I A S E- 9 \ P ' + 5, - �� 47$ - - �y 0 // �,% 0 4.78 PHASE ) o� 14.95 1 �G< 0 4 �t„ cb• N 12 4 \120' rr�� O c5 4,5 CS SQ��P\�6i�6 i Rro.. . r + . t f •n . t ;f �: D� v ! ' tz' [�4.6 U+ �� ,� 11.80 + �QF-' �5 i�15.25 - 15.25 ❑ ❑ PHASE' Nj OEZ \ �- 4.76 4.93 I Z 14• 8p ;r> 0,' D HP �� 4.91 15.2 4.72 489 4•a6 CB 7 4.96 PIPE G s.3o �- # 4 U �-' Z +� tx S' �� �� C B #4 - # � C B 6 cv in H H ti ho � 2 32 I D ``= :� �. c P�p� as _I 5.os 5-00 H '�' ��• - 40 W w o_ a +��' w w O W Q -.�0 ACT 1� �U'` "-�� �� 57� 14.%5 `� 4.73 + ' P'pE + 5`.00 f J Q+ > Q' E • -4 O •3 A '� N pc 10 1R TPIN O k ,.. 14 + _ T �� t. 5.5 Off 0 a o `-' a+ x 14.57 O NAGEMEN oN FOUNSE,2� r.. g MP 'O PERPTI �P"P `1 P AS 1:X. VEHI ULA OUTDOOR STORAG ^ ILL) a a a o Q (Y TE �N El EL �,WA gAs w/ UGH 4.93 o P ,�_��'` �- r © M X. CA AC TY: 40 SP CE �iP 35 z w c x rn �, Q _ STOR ZENTION _ /, �:. 'o ��� �o°o 4 �+-T- y .+ + U p 5.1 '¢ = A w W W 0 o ' rn WET DE . _o PSE �� , 1 Q�P��� o ���� s� - CB#5 �� X. CA A TY: 2 PA E�Ljp\ a z o E, H x " ,~ �.�p PN ® �O �- 4g3 Qe F �5�0 2 o MILLING ROy)N COVE + L1J o a, O p, rn ENE ® s• ✓alp FLE ORS T 54' O.C_ W �y r-I 0 O- �P p j + + 15.28� f� O Q N 1-U. z a Cp w 05 9.8 I/�, �P + + D + \ \ \ _ \ \ \ \ "C. FOP AL�oUTD1OR SSORAGG SPA�ES r r l 5On- 0= I-- Q J W O O 1 �/� �� 198 q 5 4.9 15?O + + N _ 6 �� FOR PNP C� f :� 5.34 \ 5.26 5.3 Oj �o Y d' 4.55 PSE PREP NIGN Sz,JI r 20 5.45 - - �zw �w u �. �. W z 8 + PH PCION w 6 PCEs f : \ \ \ \ ��� \ \ _ \ \ + Of- a 00 w rt 14 • t}, S1R 5E0 G 0 0 0 HpSE 1 c�, I E,�Ko NG� 4.63 W ,c� 269.77 go o - a_ + 13. �: - x N � wu Gr ' 15.10 E�'v L3 4 ' 5.34 + +^. 5.28 w� t - J \\ d+ C D .32' 4. ,4 5 o n o�olgE Pl�g5 �0 N s�. c N ;4 © �, HP ® �¢ N= `" I * ~ Q .t t '� 2 5> ' �� 8r- wp 15.30 •,y 2 22 �` c (NC X ��► - i� W0�; 35 �` 5.31 REFLECTORS AT 48" O.C. (5'x0 �S TAFROM x 1�J w O r , 25 E o Q C /,G�- INOE r CB 3 4 + + + STORAGE AREA W 10' RADII Ax ERS & 25 RETURNS 5.24 �z :, sow X. O Fl u N o o ` `-� REF K1N FCCj (j� O 3' (�r: rv> 5.35 ► FOR TRAFFIC CONTROL fi. joz E A PI 3,1 bra O i P PR `PE` P r/� N + �+ 000 <C �O. _ ® w m C\2 �c P EL 5 \Z v� NP �� �, J N LO U? �� W �_ cod Ap�6! S - - 4.50 - UPLAND + U \ _ `. - - r 40' ' I ::' i- ® o �~)° 4.79 zVE 3 - _ BUFFER (TYP:) Q � Lz41 96 \ C/1 O^ Q� - t PHASE 11 EL• + + + �' Q 6 6 y �\ {r. I- z 1 4.O��" t? ,5.p0 0. 4? 4.�, EX. WETLAND + " _/ / / / / X 1� ,�X / 5.3 * Q - 1 40 10 Z E-° ~ + k p �' + TO REMAIN AS IS z127.9' _ o f '�I �555 5.32 f . E-� f� �, O o �' + W �, z p , '� ,era J �i84 1515 4.80 rt �,4 25 25' 0.90 ACRES} 25` '-� f-' �-' ` / / °°ASC 1 EV�HI TOO� S/ R�GE +'`� a g ".'�,= ,560 15. 15 E WETLAND NOTES + C'1 I ' �' N J I- X. A A Y: 3 `� S 3 5� k. �(0 � z cx © '''� � - 12 �'` 15.37 ABOVE. REGARDING � �. � � - w F HPSE 1 + + ,r, ,�, �Q z- i 5.3s MA AP CIT SPAC S��ER LI y +._ 2 tf� / 1 z �;/l ! M LI N GF U N C ERC�r ./5•a$ 4 CB 1 ,4 I�ID + + PERMITTING AND o - oQF_ ,� I..- XOHP FLE ORS T .C. `� W 1 .1 - TYP. FOR ALL OUT --':,OR STORAGE SPACES CO 4•,2 JURISDICTIONAL m k __ 2 3.74 R�-t I U �`� wry = 4. w 15.10 w ,g CO '� 00 SQ• OUMPNGN OiZEE GAr s s' N LINE VERIFICATION r = O 34j ® 10 E P w 6w P� E GN p 1N LINK 15 -� + + + + + + + + 2 0' D '� + 5.10 :r: w w C\► W (/ C J UW O OPSONW OPPOV 15 + + + ,� + G+ + a +� �D + �, v 5 .49 o PIPE CB 382.93' PIPE I CB#10 Q _ . - t/) "' W �`�Ln 10 0 51DE5 _ + + + + + + L- o + rL + + 2`� in na. E, # W = - CL + 0 + _ + +'� + ���� + + �3 + + to N 15.17 382.54 5.45 5.36 ��iz �w _ j 155 4.65 F C 2 1 VERIFIED \ N w '`.-► 31. m a N N + A p P F �� P•i 4 -> �c + 4 4 JURISDICTIONAL 4 4 �n Q� 50.00' U1CY) �°� ij�` `�' 4 ��v 4.�0?0 +UPS' "Ow, \N\Q � �� �. WETLAND LINE o� 255'� PHASE CL h S22 4.9 PH I�SE Cp �PR EI 'C��i >�L N_ w I FUTURE SELF STORAGE \ 10 7 +� +'\, 1 TLI E + , 4_ + ���� + + 4 4 � C�l + � NLf) LC �_J , � o\ s� PHASE 1 0 BLDG. NGFLEEL.=15.4 60• 00 00> 2� + :� � 5 0 10 -- -- o� +� 4 4 EX. CB + : Wm :f 35' 10 `1 �, \ �, + + w 0 1 �' F 5 \255 29.96 40 ��,• " • 8 5.21 + � •� +� � TO P i 13.6 4 + ILI TYP. PHASE �� C + + + EX. W INV, = 7.40 � REMOVE EEC. 15.1NGS TO + 15.25 LINE 5.54 15.25 to + 5.4 1 � O 5.73 � 5 + + + + N INSTALL 5 CONCRETE APRON T'P. N + C� EX. E INV. = 7.50 ��++ .i o N 5.57 T ®.._ ��, v . R 10' SO. DUMPSTER O + STOP & DO NO O 4 ® AREA W 6' HIGH O +4OENTER SIGN ® ��j FJ� U N 00009 14 W 1036.49 - + �� -i-�� -1375 �� MASONRY WALL ON THR +10.37 �09`1 - C cb n g s . - - SIDES W/ OPAQUE CHAT LINK GATES + T 4g4 0 1, EX. CURB � ,R 361 PIPE N EX. ASPHALT ROAD MATCH EX. PIPE L 14.18 13 95 AIRPORT DRIVE WEST ASPHALT ROAD EDGE OF PVM T (o h°` h ��O \��o ��� ^� �°3 g0 13. 84 100 R W ��w� ``D1 �`D' A + - + ° +�� AIRPORT DRIVE WEST +tk\EX. 1-9-1--OF 36" CC...,--! 0) .,^�� 77 s6 D4 ,off' �� 15" CC 15" CC.91 o^�� + °` 132.94' MATCH EX. o �� 100' R/W '`� EX• N.W. INV= 9,90' `' + EX. CB +10.32 + + O W.INV= 10.74 �`° W:INV= 10.51' EDGE OF PVM T EX. S.E. INV= 7.40' TOP= 13.55' �° °° E.INV= 10.62 `O E.INV= 10.46' � 4.32 LEGEND ° EX. 15" cc S 24 ' R1-1 STOP SIGN & A '!V= 11.91' EX. 15 CC EX. 15" CC ADJ. PROPERTY -o- POWER POLE **24" WIDE WHITE STOP BAR** �Q) W.INV= 10.30 EX. 36 CC UNPLATTED Q CURB INLET (PROVIDE 24" WIDE CONC. STRIP IN MILLING AREA 'IV= 9.57' E.INV= 10.18' N.INV= 10,71 -o- TRAFFIC SIGN W.INV= 7.40' AIRPORT PROPERTY HP HIGH POINT E.INV= 7.50' S.INV= 10.39 ZONED: AI WATER METER _ 14.2 EXISTING SPOT ELEVATION - -� _- LIGHT POLE Fl-K-01 PROPOSED SPOT ELEVATION OT TELEPHONE MANHOLE _ PP EX. POWER -POLE r_TE' ALL DRAINAGE INFRASTRUCTURE; & STORAGE BASIN FOR FULL BUILD -OUT OF` EOP EDGE OF PAVEMENT Qs SEWER MANHOLE I- - \ OF SITE ( PHASES 1-15), HAS BEEN _INSTALLED WITH PHASE 1 CONSTRUCTION - - WELL _ DRAINAGE FLOW-- -0 CLEANOUT, TYPE UNKNOWN �� - _ ♦ TRAFFIC FLOW 20 TWO WAY TRAFFIC STREET SIGN U1 cr'► ct� �a VALVE -° i0C_� o N ELECTRIC BOX DRAINAGE - 400 W METAL HALOGEN ON 20 HIGH WOOD POLE 10 FIREHYDRANT HOLE �� O 12 5 09 08 PER COMMENTS FFOM CITY OF SEBASTIAN I 0 6' LHIGHCHAINED LINK FENCE 11 8 13 07 PER COMMENTS FROM CITY OF SEBASTIAN E - GUY ANCHOR 6' HIGH WOOD STOCKADE FENCE 10 10 1 06 ADD PHASING INFORMATION & ADDITIONAL BUILDINGS - ATELEPHONE BOX �--=--- 9 6/27/06 ADD FENCE ON SOUTH SIDE OF BLDG. F&G & RELOCATE INT. GATE TO BE REMOVED AFTER BUILDINGS A-C CO 8 10/20/05 ADD FENCE ON NORTH PROP. LINE & AIRPORT DR. WEST Title to all documents which bear the NOT VALID WITHOUT THE SIGNATURE AND THE DRAM TN S 7 6 15 05 PER COMMENTS FROM ST. JOHNScopyright of Todd N. Smith, P.E. is vested ORIGINAL RAISED SEAL OF A FLORIDA LICENSED DESIGNED TNS SEBASTIAN AIQPOr�,T PTO"AGE LLC6/6/05 PER COMMENTS FROM CITY OF SEB. TODDY . SMITH, P. E. -ENGINEER solely in Todd N. Smith, P.E. these 5- 17 05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 9 documents are provided to the owner solely in connection with this project. Any other - CHECKED TN S 121 HINCHMAN AVE. 4 3/15/05; - PER COMMENTS FROM CITY OF SEB. & ST. JOHNS use or reuse of these documents or any reproduction, display, sale, or other q disposition of these documents by anyone is DAB SEPT. 2006 expressly prohibited without consent of Todd „ , SEBASTIH��1 FL. 32958 1 3 2/15/05 MODIFY NORTH VEHICULAR USE AREA ( )' PHASED SIT TL AN C smith, P.E. pursuant to the Federal SCALE 1 - 40 Copyright Law." 2 2/9/05 ADD ADDITIONAL SEPTIC INFORMATION Ph. 772 589-8722 ©2D04, TODD N. SNIM3, P.E. SHEET 1 1 2/5/05 ADD SEPTIC FOR RV SEWER DISCHARGE _ N0. DATE REVISION DESCRIPTION- TODD N. SMITH, P.E. #42082 1"A e w- SITE DATA 1. ZONING: IN 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 AREA = TOTAL AREA - WETLAND - UPLAND BUFFER TOTAL DEVELOPMENTAL AREA = 348,709 SF = 8.01 ACRES = 100% 4. TAX PARCEL NUMBER - 30-39-22-00001-0000-00000.1 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 AREA QUANTITIES PER PHASE AND CUMULATIVE TOTALS PHASE 1: AS -BUILT (NOTE: PHASE 1 INCLUDES DRAINAGE SYSTEM INFRASTRUCTURE & LANDSCAPING IMPROVEMENTS FOR ENTIRE SITE) EXISTING BUILDING AREA 0 SF = 0 AC = 0% OUTSIDE VEHICULAR STORAGE AREA (MILLINGS) 42,916 SF = .985 AC DRIVEWAYS, PARKING AREAS (MILLINGS) 77,103 SF = 1.770 AC DRIVEWAYS, PARKING AREAS (CONCRETE) 340 SF = 0.008 AC OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 0 SF = 0 AC TOTAL IMPERVIOUS THIS PHASE 120,435 SF = 2.765 AC = 34.5% LAKE AREA (ENTIRE SITE) 21,250 SF = .488 AC = 6.1% TOTAL OPEN AREA (ENTIRE SITE, INCLUDING LAKE 228,274 SF = 5.240 AC PARKING CALCULATIONS FOR THIS PHASE: BUILDING 0 SF TOTAL SPACES NEEDED FOR THIS PHASE = 0 TOTAL SPACES PROVIDED IN THIS PHASE = 0 PHASE 2: AS -BUILT EXISTING BUILDING "F" AND "G" AREA -- 1,'OOSF- = .101 AC DRIVEWAYS, PARKING AREAS (MILLINGS) 870 SF = .020 AC MILLING TO BE REMOVED FOR NEW CONC. BLDG. APRON 1,150 SF = .026 AC OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 1,150 SF = .026 AC TOTAL IMPERVIOUS THIS PHASE 5,270 SF = .121 AC = 1.5% PARKING CALCULA11ONS FOR THIS PHASE: MINI STORAGE BUILDING 4,400 SF @ 1/3000 = 2 SPACES TOTAL SPACES NEEDED FOR THIS PHASE = 2 SPACES TOTAL SPACES PROVIDED IN THIS PHASE = 3 SPACES PHASE 3: AS --BUILT EXISTING OFFICE BUILDING AREA 9605F = .022 AC = .3% OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 132 SF = 003 AC TOTAL IMPERVIOUS THIS PHASE 1,092 SF = .025 AC = .3% PARKING CALCULATONS FOR THIS PHASE: OFFICE BUILDING 960 SF = 1/200 = 5 TOTAL SPACES NEEDED FOR THIS PHASE = 5 TOTAL SPACES PROVIDED IN THIS PHASE = 0 PHASE 4: AS -BUILT EXISTING BUILDING "C" AREA 6,60OSF = .152 AC = 1.9% DRIVEWAYS, PARKING AREAS (MILLINGS) 801 SF = .018 AC MILLING TO BE REMOVED FOR NEW CONC. BLDG. APRON 550, SF = .013 AC OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 550 SF = .013 AC TOTAL IMPERVIOUS THIS PHASE 7,401 SF = .170 AC = 2.1% PARKING CALCULATIONS FOR THIS PHASE: MINI STORAGE BUILDING 6,600 SF = 1/3000 = 3 SPACES TOTAL SPACES NEEDED FOR THIS PHASE - = 3 SPACES TOTAL SPACES PROVIDED IN THIS PHASE = 1 SPACES PHASE 5: AS -BUILT EXISTING EQUIP. BUILDING AREA 100 SF = .002 AC = .03% TOTAL IMPERVIOS THIS PHASE 190 SF = .002 AC - .03% PARKING CALCULATION$ FOR THIS PHASE: EQUIP. STORAGE BUDDING 100 SF = 1/300 = 1 TOTAL SPACES NEEDED FOR THIS PHASE = 1 SPACE TOTAL SPACES PROVIDED IN THIS PHASE = 0 SPACE CUMULATIVE AREA AS -BUILT TOTALS FOR PHASE 1-5 TOTAL EXISTING BUILDING AREA 12,060 SF = .277 ADC = 3.5% TOTAL OUTSIDE VEHICULAR STORAGE AREA (MILLINGS) 42,916 SF = .985 AC _ TOTAL DRIVEWAYS, PARKING AREAS (MILLINGS) 77,150 SF = 1.771 AC TOTAL DRIVEWAYS, PARKING AREAS (CONCRETE) 340 SF = .008 AC -'OTOTAL OTHER CONCRETE AREA (S/W, BUILDING APRONS, ETC.) 1,832 SF = .042 AC TOTAL IMPERVIOUS AREA 134,298 SF = 3.083 AC = 38.5% TOTAL OPEN AREA (INCLUDE LAKE) 214.411 SF = 4.92-2 AC = 61.5% CUMULATIVE AS -BUILT PARKING CALCULATIONS FOR PHASE 1-5: OFFICE I 960 SF 0 1/300 = 5 SPACES MINI_ STORAGE &_EQUIP. STORAGE 11.100 @ 1/3000 = 4 SPACES TOTAL SPACES NEEDED = 9 SPACES TOTAL SPACES PROVIDED = 20 SPACES PHASE 6: PROPOSED TOTAL PROPOSED RETAIL BUILDING & GAZEBO AREA 1,060 SF = .024 AC = .3% DRIVEWAYS, PARKING AREAS (CONCRETE) 340 SF = 008 AC MILLING TO BE REMOVED FOR NEW CONC. AREAS 380 SF = 009 AC OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 254 SF = .006 AC STABILIZED IMP. DEMONSTRATION YARD 9,161 SF = .210 AC TOTAL NET NEW IMPERVIOUS THIS PHASE 10,435 SF = .240 AC = 3.0% PARKING CALCULATIONS FOR THIS PHASE: SPECIALTY RETAIL BUILDINGS 1,060 SF = 1/150 = 8 TOTAL SPACES NEEDED FOR THIS PHASE = 8 TOTAL SPACES PROVIDED IN THIS PHASE = 0 CUMULATIVE AREA AS -BUILT TOTALS FOR PHASE 1-6 TOTAL PROPOSED BUILDING AREA 13,120 SF = .301 ADC = 3.8% TOTAL OUTSIDE VEHICULAR STORAGE AREA (MILLINGS) 42,916 SF = .985 AC TOTAL DRIVEWAYS, PARKING AREAS (MILLINGS) 76.770 SF = 1.762 AC TOTAL DRIVEWAYS, PARKING AREAS (CONCRETE) 680 SF - .016 AC TOTAL OTHER CONCRETE AREA (S/W, BUILDING APRONS, ETC.) 2,086 SF = .048 AC STABILIZED IMP. DEMONSTRATION YARD 9,161 SF = .210 AC TOTAL IMPERVIOUS AREA 14-4,733 SF = 3.323 AC = 41.5� TOTAL OPEN AREA (INCLUDE LAKE) 203,976 SF = 4.683 AC = 58.5'` CUMULATIVE PROPOSED PARKING CALCULATIONS FOR PHASE 1-6: SPECIALTY, RETAIL 1.060 SF ® 1/150 = 8 SPACES OFFICE - 960 SF A 1/300 = 5 SPACES MINI STORAGE -& EQUIP. STORAGE r" 11,100 ® 1/3000 = 4 SPACES TOTAL SPACES NEEDED = 17 SPACES TOTAL SPACES PROVIDED = 20 SPACES 2 5/09/08 PER COMMENTS FROM CITY OF SEBASTIAN 1 1 8 13 07 PER COMMENTS FROM CITY OF SEBASTIAN N0. DATE DESCRIPTION REVISIONS PHASE 7: PROPOSED TOTAL PROPOSED BUILDING AREA 0 SF = 0 AC = 0% PHASE 11: PROPOSED - OUTSIDE VEHICULAR STORAGE AREA (STABILIZED GRASS) 21,606 SF = .496 AC TOTAL IMPERVIOUS THIS PHASE - = 21,606 SF - .496 AC 6.2% TOTAL PROPOSED BUILDING " D" AREA 5,400 SF = .124 AC = 1.5% _ PARKING CALCULATIONS FOR THIS PHASE: DRIVEWAYS, PARKING AREAS (MILLINGS) 400 SF = .009 AC MILLING TO BE REMOVED FOR NEW CONC. AREAS 725 SF = .017 AC BUILDING 0 SF OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 725 SF = .017CAC TOTAL SPACES NEEDED FOR THIS PHASE = 0 OUTSIDE VEHICULAR STORAGE REMOVED FOR BLDG. CONSTRUCTION 6,097 SF = .140 AC TOTAL SPACES PROVIDED IN THIS PHASE = 0 TOTAL NET NEW IMPERVIOS THIS PHASE -297 SF = -.007 AC = -.09% CUMULATIVE AREA AS -BUILT TOTALS FOR PHASE 1-7 PARKING CALCULATIONS FOR THIS PHASE: TOTAL--P-ROPOSED BUILDING AREA 13,120 SF = .301 ADC = 3.8% MINI SOTRAGE BUILDING 5,400 SF = 1/3000 = 2 - TOTAL OUTSIDE VEHICULAR STORAGE AREA (MILLINGS) 64,522 SF = 1.481 AC TOTAL SPACES NEEDED FOR THIS PHASE = 2 SPACES TOTAL DRIVEWAYS, PARKING AREAS (MILLINGS) 76,770 SF = 1.762 AC TOTAL SPACES PROVIDED IN THIS PHASE = 4 SPACES TOTAL DRIVEWAYS, PARKING AREAS (CONCRETE) 680 SF = .016 AC CUMULATIVE AREA AS -BUILT TOTALS FOR PHASE 1-11 TOTAL OTHER CONCRETE AREA (S/W, BUILDING APRONS, ETC.) 2,086 SF = .048 AC - STABILIZED IMP. DEMONSTRATION YARD 9,161 SF = .210 AC - - TOTAL PROPOSED BUILDING AREA _ - 40,320 SF = .926 ADC = 11.6% TOTAL IMPERVIOUS AREA 166,339-SF = 3.819 AC = 47.7% - TOTAL OUTSIDE VEHICULAR STORAGE AREA (MILLINGS) 46,825 SF = 1.075 AC TOTAL OPEN AREA (INCLUDE LAKE) 182,370 SF = 4.187 AC = 52.3% TOTAL DRIVEWAYS, PARKING AREAS (MILLINGS) ' 76,767 SF = 1.762 AC _- - CUMULATIVE PROPOSED PARKING CALCULATIONS FOR PHASE 1-7: TOTAL DRIVEWAYS, PARKING AREAS (CONCRETE)- 680 SF = .016 AC - TOTAL OTHER CONCRETE AREA (S/W, BUILDING APRONS, ETC.) 5,386 SF = .124 AC - SPECIALTY RETAIL 1,060 SF @ 1/150 - 8 SPACES_ _ STABILIZED IMP. DEMONSTRATION YARD 9,161 SF = .210 AC _ OFFICE 960 SF @ 1/300 = 5 SPACES - TOTAL IMPERVIOUS AREA 179,139 SF = 4.112 AC = 51.4% MINI STORAGE & EQUIP. -STORAGE 11,100 @ 1/3000 = 4 SPACES- - TOTAL OPEN AREA (INCLUDE LAKE) 169,570 SF = 3.893 AC = 48.6% TOTAL SPACES NEEDED = 17 SPACES CUMULATIVE PROPOSED PARKING- CALCULATIONS FOR- PHASE 1-11: TOTAL SPACES PROVIDED 20 SPACES PHASE 8: PROPOSED SPECIALTY RETAIL - 1,060 SF @ 1/150 = 8 SPACES OFFICE 960 SF @ 1/300 = 5 SPACES "B" MINI STORAGE & EQUIP. STORAGE 38,300 @ 1/3000 = 13 SPACES TOTAL PROPOSED BUILDING AREA 6,000 SF = .138 AC = 1.7% ' TOTAL SPACES NEEDED = 26 SPACES MILLING TO BE REMOVED FOR NEW CONC. BLDG. APRON 600 SF = .014 AC TOTAL SPACES PROVIDED = 28 SPACES OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 600 SF = .014 AC TOTAL NET NEW IMPERVIOUS THIS PHASE 6,000 SF = .138 AC = 1.7% PHASE 12: PROPOSED PARKING CALCULATIONS FOR THIS PHASE: TOTAL PROPOSED BUILDING "H" AREA 5,400 SF = .124 AC = 1.5% MINI STORAGE 6,000 SF @ 1/3000 = 2 DRIVEWAYS, PARKING AREAS (MILLINGS) 470 SF = .011 AC TOTAL SPACES NEEDED FOR THIS PHASE = 2 SPACES MILLING TO BE REMOVED FOR NEW CONC. AREAS 675 SF = .015 AC TOTAL SPACES PROVIDED IN THIS PHASE = 0 SPACES OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 675 SF = .015 AC OUTSIDE VEHICULAR STORAGE REMOVED FOR BLDG. CONSTRUCTION 3,909 SF = .090 AC CUMULATIVE AREA AS -BUILT TOTALS FOR PHASE 1-8 TOTAL IMPERVIOUS THIS PHASE 1,961 SF = .045 AC = .6% TOTAL PROPOSED BUILDING AREA 19,120 SF = .439 ADC = 5.5% PARKING CALCULATIONS FOR THIS PHASE: TOTAL OUTSIDE VEHICULAR STORAGE AREA (MILLINGS) 64,522 SF = 1.481 AC TOTAL DRIVEWAYS, PARKING AREAS (MILLINGS) 76,170 SF = 1.749 AC MINI STORAGE BUILDING 5,400 SF = 1/3000 = 2 TOTAL DRIVEWAYS, PARKING AREAS (CONCRETE) 680 SF = .016 AC TOTAL SPACES NEEDED FOR THIS PHASE = 2 SPACES TOTAL OTHER CONCRETE AREA (S/W, BUILDING APRONS, ETC.) 2,686 SF = .062 AC TOTAL SPACES PROVIDED IN THIS PHASE = 0 SPACES STABILIZED IMP. DEMONSTRATION YARD 9,161 SF = .210 AC CUMULATIVE AREA AS -BUILT TOTALS FOR PHASE 1-12 TOTAL IMPERVIOUS AREA 172,339 SF = 3.956 AC = 49.4% TOTAL OPEN AREA (INCLUDE LAKE) 176,370 SF = 4.045 AC = 50.6% TOTAL PROPOSED BUILDING AREA 45,720 SF = 1.050 ADC = 13.1% TOTAL OUTSIDE VEHICULAR STORAGE AREA (MILLINGS) 42,916 SF = .985 AC UMULATIVE PROPOSED PARKING CALCULATIONS FOR PHASE 1-8: TOTAL DRIVEWAYS, PARKING AREAS (MILLINGS) 76,562 SF = 1.758 AC SPECIALTY RETAIL 1,060 SF @ 1/150 = 8 SPACES TOTAL DRIVEWAYS, PARKING AREAS (CONCRETE) 680 SF = .016 AC OFFICE _ 960 SF @ 1/300 = 5 SPACES TOTAL OTHER CONCRETE AREA (S/W, BUILDING APRONS, ETC.) 6,061 SF = .139 AC MINI STORAGE &EQUIP. STORAGE 17,100 @ a f3000 = 6 SPACES STABILIZED IMP_ DEMONSTRATION YARD 9,161 SF = .210 AC TOTAL IMPERVIOUS AREA 181,100 SF = 4.157 AC = 51.9% TOTAL SPACES NEEDED = 19 SPACES TOTAL OPEN AREA (INCLUDE LAKE) 167,609 SF = 3.845 AC = 48.1% TOTAL SPACES PROVIDED = 20 SPACES CUMULATIVE PROPOSED PARKING CALCULATIONS FOR PHASE 1-12: PHASE' 9: PROPOSED SPECIALTY RETAIL 1,060 SF @ 1/150 = 8 SPACES TOTAL PROPOSED BUILDING "A" AREA 5,600 SF = .129 AC = 1.6% OFFICE 960 SF @ 1/300 = 5 SPACES DRIVEWAYS, PARKING AREAS (MILLINGS) 955 SF = .022 AC MINI STORAGE & EQUIP. STORAGE 43,700 @ 1/3000 = 15 SPACES MILLING TO BE REMOVED FOR NEW CONC. BLDG. APRON 700 SF = .016 AC TOTAL SPACES NEEDED = 28 SPACES OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 700 SF = .016 AC TOTAL SPACES PROVIDED = 28 SPACES TOTAL NET NEW IMPERVIOUS THIS PHASE 6,555 SF = .150 AC = 1.9% PHASE 13 PROPOSED PARKING CALCULATIONS FOR THIS PHASE: - - CUMULATIVE AREA AND PARKING CALCULATIONS ARE THE SAME AS FOR PHASE 12. PHASE 13 PROPOSES TO MINI STORAGE BUILDING 5,600 SF = 1/3000 = 2 INSTALL A NEW PIECE OF CAR WASH EQUIPMENT ONLY. NO BUILDINGS, DRIVE AISLES, PARKING AND OTHER TOTAL SPACES NEEDED FOR THIS PHASE -- - = 2 SPACES IMPERVIOUS AREAS ARE PROPOSED. - - - - TOTAL SPACES PROVIDED IN THIS PHASE -- = 2 SPACES CUMULATIVE AREA AS -BUILT TOTALS FOR PHASE 1-9 TOTAL PROPOSED BUILDING AREA 24,720 SF = .567 ADC = 7.1% TOTAL OUTSIDE VEHICULAR STORAGE AREA (MILLINGS) 64,522 SF = 1.481 AC TOTAL DRIVEWAYS, PARKING AREAS (MILLINGS) 76,425 SF = 1.754 AC TOTAL DRIVEWAYS, PARKING AREAS (CONCRETE) 680 SF = .016 AC TOTAL OTHER CONCRETE AREA (S/W, BUILDING APRONS, ETC.) 3,386 SF = .078 AC STABILIZED IMP. DEMONSTRATION YARD 9,161; SF = .210 AC TOTAL IMPERVIOUS AREA 1 178,89,4 SF = 4.107 AC = 51.3% TOTAL OPEN AREA (INCLUDE LAKE) 169,815 SF = 3.898 AC = 48.7% PHASING TIMETABLE CUMULATIVE PROPOSED PARKING CALCULATIONS FOR PHASE 1-9: SPECIALTY RETAIL 1,060 SF @ 1/150 = 8 SPACES PHASE EST. COMMENCEMENT DATE EST. COMPLETION DATE OFFICE 960 SF @ 1/300 = 5 SPACES _- 1 2 COMPLETED COMPLETED MINI STORAGE & EQUIP. STORAGE 22,700 @ 1/3000 = 8 SPACES 3 COMPLETED TOTAL SPACES NEEDED _ E = 21 SPACES 4 COMPLETED TOTAL SPACES PROVIDED I (. = 22 SPACES 5 COMPLETED PHASE 10: PROPOSED 6 AUG. 1, 2008 7 MARCH 1, 2009 MARCH 1, 2009 SEPT. 1, 2009 8 SEPT. 1, 2009 SEPT. 1, 2010 TOTAL PROPOSED BUILDING "E" AREA 10,200 SF = .234 AC = 2.9% 9 SEPT. 1, 2010 SEPT. 1, 2011 DRIVEWAYS, PARKING AREAS (MILLINGS) 1,942 SF = .645 AC 10 SEPT. 1, 2011 SEPT. 1, 2012 MILLING TO BE REMOVED FOR NEW CONC. BLDG. APRON 1,275 SF = .029 AC- 11 SEPT. 1, 2012 SEPT. 1, 2013 - OTHER CONCRETE AREA (SIDEWALKS, BUILDING APRONS, ETC.) 1,275 SF = .029 AC 12 SEPT. 1, 2013 SEPT. 1, 2014 OUTSIDE VEHICULAR STORAGE REMOVED FOR BLDG. CONSTRUCTION 11,600 SF = .266 AC 13 SEPT. 1, 2014 DEC. 31, 2014 TOTAL NET NEW IMPERVIOUS THIS PHASE 542 SF = .012 AC = .2% PARKING CALCULATIONS FOR THIS PHASE: MINI STORAGE BUILDING 10,200 SF = 1/3000 = 4 TOTAL SPACES NEEDED FOR THIS PHASE = 4 SPACES TOTAL SPACES PROVIDED IN THIS PHASE = 2 SPACES SUMMARY OF CHANGES WITH NOV. '2006 CUMULATIVE AREA AS -BUILT TOTALS FOR PHASE 1-10 A SITE PLAN MODIFICATIONS - -' TOTAL PROPOSED BUILDING AREA 34,920 SF = .802 ADC = 1`8:0% __: `-' TOTAL OUTSIDE VEHICULAR STORAGE AREA (MILLINGS) 52,922 SF = l.215 AC TOTAL DRIVEWAYS, PARKING AREAS (MILLINGS) 77,092 SF = 1.770 AC TOTAL DRIVEWAYS, PARKING AREAS (CONCRETE) 680 SF = .016 AC 1. SPLIT SITE PLAN INTO MULTIPLE PHASES_ TOTAL OTHER CONCRETE AREA (S/W, BUILDING APRONS, ETC.) 4,661 SF = .107 AC 2. CHANGE OF USE TO PREVIOUSLY APPROVED WATCHMANS QUARTERS IN PHASE 8 STABILIZED IMP. DEMONSTRATION YARD 9,161 SF = .210 AC TO SPECIALTY RETAIL BUILDING. _ TOTAL IMPERVIOUS AREA 179,436 SF = 4.119 AC = 51.5% 3. NEW PHASE 6 TRADES BUILDING THAT WILL BE A MIX OF OFFICE & OUTSIDE TOTAL OPEN AREA (INCLUDE LAKE) 169,273 SF = 3.886 AC = 48.5% STORAGE YARD - 4. NEW PHASE 7 TO REQUEST APPROVAL TO USE PHASE 10, 11, & 12 AREAS AS CUMULATIVE PROPOSED PARKING CALCULATIONS FOR PHASE 1-10: VEHICULAR OUTSIDE STORAGE YARDS UNTIL RESPECTIVE BUILDINGS ARE CONSTRUCTED, 5. NEW PHASE 8, 9 10, 11 & '12 TO PROPOSE INDIVIDUAL PHASING TO PREVIOUSLY SPECIALTY RETAIL 1,060 SF @ 1/150 = 8 SPACES APPROVED BUILDINGS SO INDIVIDUAL CERTIFICATE OF OCCUPANCIES CAN BE ISSUED. OFFICE 960 SF @ 1/300 = 5 SPACES 6. NEW PHASE 13 TO REQUEST APPROVAL FOR CAR WASH EQUIPMENT STRUCTURAL FRAME MINI STORAGE &EQUIP. STORAGE 32,900 @ 1/3000 = 11 SPACES OVER CAR WASH AREA. CAR WASH USE WAS PREVIOUSLY APPROVED, TOTAL SPACES NEEDED = 24 SPACES TOTAL SPACES PROVIDED = 24 SPACES TODD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 SEBASTtAN :; ITS PLAN A I R U ]F-Z T S- TGR AG E LLC PIIASI71{T DETAILS I i "Title to all documents which bear the copyright of Todd N. Smith, P.E. 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 Copyright Law." © 2004, TODD N. smrm, P-E. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL O F A FLORIDA LICENSED E N G I' N E E R a v DRAWN TNS DESIGNED TN S CHECKED TN S DATE SEPT. 2006 SCALE 4 Q SHEET 2 TODD N. SMITH, P.E. #42082 URM N Lit N Wkm lw4m H PRIMARY BENCHMARK EXIST. DRAINAGE CONVEYANCE SOD AND RE -GRADE ROSELAND RD N, R.OW SWALE AS NECESSARY To DIRECT TOP CM FD �E FILLED AS PER PLAN, X' SWALE To EX. COSWALPEINNDERSWALE TO E NS OF THE SWALE E RD. AND NESTALLED ALL STAMPED "X 436, 1995" EXCEPT ALL PORTIONS DICTIONAL ROSELAND IMMEDIATELY DOWNSTREAM OF RIP RAP HEADWELEVATION=1 3.99SHALL REMAIN JURIS SWALE IS WITHIN , NAD 1988 THE EX. PROPOSED UPLAND BUFFERS. ----- -EX. 36 CC WETLANDS AND N.W.INV== 7,71' ;.EJN Q) ------ 1 C__A ------ (0 + + /\ + CD :5+- + P q� Q) INSTALL RIP -RAP + SID COUNCIL WALL (SEE QENTERLINE OF EX. ROAD GROU HEAD ><I�) A ty, - P ROVED I OPEN ARE AD t-\ 1\ (UNDER CONSTRUCTION) 1,200 SF + DETAIL) + <, Q) ASPHALT ROAD coNTRn-L --T2)--- 1) E io05.30 F F 900 GAL S 0404r7'02 STRUCTURE SEPTIC TANKS WATER SUPPLY A _T EQUIPMENT (SEE DF AIL) & 400 SF LIU 11 - - D - 1��, ') �?_ - /I-% r�D 1\� DRAINFIt.LU C31 EX. CMP 11.42_ N.IN\J;; S.INV== 11.44' + O CD . 6 75 1b ASPHALT Rot , CIO ROSEL, <\0 0' OD 0 ro 18.101 ry + �- --- A I \ * P (Y - (0 �N /0 SITE CORNER EX 10' SO- 0 d �a d) 11\ EQUIP. BLDG. 0 CY I CLEAR ZONE (Y A Q) tX 12.64 F. F. EL= 15.4 C� N�' 0 REMOVE EK. MILLINGS TO 110' 1<, VEHICULAR WASH AREA Q0 INSTALL 5 CONCRETE APRON TY X 4\0A - �D SEWER DISCHARGE F1 5 -2-1 RV -SEWER C� X/ (HOSE -USE ONLY) CON CTION IN F5 25 CHCtj�N EXISTING IS% W 131 1 CAR WASH EQUIPTMENT LO 04/ SELF STORAGE 0 0 PHASE 13 BLDG., O�. Q0 I � �,p- 1'�) I'?- ! r. r. L I J.13 I 1 70-0 1 - 11 Z44-z + 01 t3� X V_ M (PHASE 4) 4,23 U, 7B 4.75 + 5 14.95' 4 110 1-40 0 4.5 --- I Q0rf. �N\ �1,b C/) 4U 7 3 ------- 8 �O 0 FZQ - F =25 E_ LJ ------- F15_2_5 E_ i <-] D I t,� HASE CD z z HP 4.86 C13#6 C\J i C) C 14.5' CB 4 ffg��PIPE G 4 + L41, P4 7. U) 5.30 89 n CB#7 + ]5.2 ff57- r14 72 U N�6F88) .0'. H�l . 'IT79 El �IPF �,pF I + E i10 -4- - 11 � _P 1 5.00 _77- , 0. tx* P, I P4 0 I— + 14.57 GERP+ P AS� 1\: EX. VEHI��ULAR OUTDOOR STO a4 �<_ "t pst4 I ',W � __,_ , (� E7 V HP ,QLC G1 M \CAF�AC�TY: \40\SPA, C") �j U E_ �D �D S OVA X cr 10- E- \t_%, - I 0) :4� 'FACNTY:\ 2 \S P AC E Wrn �A XN �L, P\ 6 _13#5 C� t- E-A IC4 - Z La L 0 --r\_& W. MILLING (�ROUND COVE 0 N f4 r=4 0 F15� � \ + N 5.28 I \ \ \ \ \ \ \ _q 0 FLE�CRS T O.C.00 'T�. F� ALL OU T�DOR5 �SORAG SP N�ES Li - _J 0 A. q5 + D<] .11 _00 4 C15 5) �b s: LtI D 4 4 34� 5.3 0) Q _-_ -,It + 20 Q C-) + 4, Of tP D_ ds, 4 4 M0 L ro4 . .... ;� 5.34 f 401- + + .32'Opp\CID 4 LO H F15_3 0- 1 I Arc) 0 0 'L. 35' 15-31 REFLECTORS AT 48" O.C.�PNb E. C B - 4 1 ,1- tiIORAGE AREA W/ 10'1A1'-0AV%1-2R'S"& 25' RET R 2 _2 �4 0 # 3' cn- E3 5) CO 4 6 FOR TRAFFIC CONTROL 1k __\1' C� 1) 00 < 0 9 VA �, 50 + LO E-r. \JV - I'll di -L\ _T 4 M7 J A UPLAND '1/ 7 .75 BUFFER (TYP.) di iz- (5 71 CO - (b* V EX. WETLAND 4 N�x 14.�6 W pi + 4 t 0 + -k TO REMAIN AS IS z I Z1 0 (5:555& 1 .32 -S) Z E-1 61) 6 C�. + _7'!� R V) �\Ix 1:1� � 4 8B LU EJ 89 A*0 A 5 4 < __2�! 11 Ck L47 + ot� gj5 15.? 1�_ ��89 A 5.,2t� 0.90 ACRES) 4 3:LLJ P EA Aft( '96 ToOF sy6R�CG E Q. E- E WETLAND NOTES 4 4 Y� 10 VAXS C A (__� T Y: 3 8/ S P/A C CD > vow 35' < e. C5 36) A P/ A Cf SIE R Lc) 0-) \5�0 :�F L7 jL- .. CIV� S 4 LO \Z �0 ABOVE REGARDING 2t' C'� �D 0 LK L I NrqU N 0J Q-4 U) FEE Ry 0< L OF T 0 CB#1 von PERMITTING AND N�b -> _J:i I HP 'MA FLE ORS T 5 0. C. /R//S 04 1— US M E 5 TYP, FOR ALL OUTDOO!"" STORAGE 5.35 4:12 4 4 4 4 JURISDICTIONAL + M h, 2 50. 7 SPACES Go aL 4 4 4 z 0 LL1 00 NiG LINE VERIFICATIO-N 0� 0 IREE t�K Go"�S 21:1 DO LL_ Q0 6- �Jp, - C�APAN - 4 4 4 4 4 64 4 4 4 4 0 4 4 M PE 562.93' PIPE I Hu CP Ag4 ��QUF �� �0 IC - CB38 #10- C) 0 01 M 14 / OVA tx 5z-.49 CB 0 - LO I + LO + + C-A 4 4 __4 VERIFIED -40. 4T::E�5 3 6� N6 C14 U-) LJW' g030�F (A-�q 4 JURISDICTIONAL 4 4 Ln V) A> 7 50.0(), WETLAND LINE Q0 00- E tE 0) 49 1�1`rl 1; + U) ,\D /7 1�+ _f\A 16 _J1 Li ? rr ID 60 nn, ng 4 4 4 4- + 'b. ------ ----EX. CB 1,1, : + I N UJM_ f -z -1\ (0 7S + TOP= 13.64" _71) 4 + 4 4 4 4 F15 10 + 15.25 + Ix 5,4 EX. W INV. = 7.40 -C �, 1�_ '?" C + 11-D - `�• 5.73 'RINTTOAVLEL F-CMMI TA$RON TYP, N <D EX. E INV. = 7.50 GAT + -- 10 SO. DUMPSTER STOP & DO NO TI AREA W/ 6�_HIGH 10.37 D5 + J + �D L_�-- �.'-1 317 /�PENTER SIGN N 00009'14" W 1036.49' L, r --- I MASONRY WALL ON THR L i tx- C _(0 , �\�p R�D SIDES W/ OPAQUE CHAI LINK GATES C tx 361.1' 4.94 00 + -.z EX. CURB ty 7 \�X- ASPHALT ROAD Q) �PIPE L 13.9!D ASPHALT ROAD PIPE N M A 14.18 AIRPORT DRIVE WEST + -10 J + El E,�FP) PVM'T f (�s C� 0 13.8 too R/W 13.8 -A' 4 N I>�+ >I /�� - N CD 15 CC N AIRPORT DRIVE WEST EX. 19' OF 36 CC C� 7 S6 15" CC �D+ N 132.94' + 1� + - D\Q) W.INV= 10.74-- D\1zr MATCH EX E X. N. W. INV= 9.90 W.INV= 10.51' + CD 100' R/W N EX. CB 679+10.32 + q3� EDGE OF PVM'T M I N�\ EX. S. E. INV= 7.40', TOP=-, 13.5 5' _1�1 4.32 E.INV 10.62 LEGEND E.INV= 10.46' f EX. 15" CC EX. 15" CC TWO WAY TRAFFIC STREET SIGN POWER POLE ,',.INV= 11.91' ADJ. PROPERTY CURB INLET (3 W.INV= 10.30' EX. 15" CC HP HIGH POINT TRAFFIC SIGN LEGAL DESCRIPTION E,INV= 9.57' E.INV= 10,18' EX. 36" CC N.INV= 10.71' UNPLATTED 14.2 EXISTING SPOT ELEVATION WATER METER + W.INV- 7.40'AIRPORT PROPERTY FI-570 PROPOSED SPOT ELEVATION A PORTION OF SECTION 28 AND 29, FLELUNG GRANT, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICUIARLY S.INV= 10.39' LIGHT POLE E-INV= 7.50' ZONED: AI DESCRIBED AS FOLLOWS: Pp EX. POWER POLE TELEPHONE MANHOLE Commencing at a concrete monument found at the westerly corner of said Section 29; thence N45*22'53'E along the northerly line of said Section 29, a distance of 680.60 feet to the centerline of Roseland Road; thence EOP EDGE OF PAVEMENT SEWER MANHOLE S.04*47'02"E along the said centerline of Roseland Road, a distance of 526.67 feet to an intersection with the DRAINAGE FLOW (9 WELL centerline of Central Airport Drive; thence S.87*08'56"E along said centerline of Central Airport Drive, a distance of TRAFFIC FLOW CLEANOUT, TYPE UNKNOWN -section with the southerly H A S E 1 5 VALVE 503.63 feet to an intersection with the northerly extension of the easterly right of way of said Roseland Roai; ID thence S.04'47'02"E along said northerly extension a distance of 50.45 feet to an inter ECUnD DRAWINU P 24" R1-1 STOP SIGN & right of way line of said Central Airport Drive and the POINT OF BEGINNING; thence S.8'rO8'56'E along said 9 ELECTRIC BOX 24" WIDE WHITE STOP BAR** southerly right of way 0) DRAINAGE MANHOLE **(PROVIDE 24 WIDE CONIC. STRIP IN MILLING AREAS) line, a distance of 452.70 feet to an intersection with the westerly right of way line of _TFICE Airport West Drive; thence S.00*09'14"E along said westerly right of way line of Airport West Drive, a distance of G. C F G & 1,036.49 feet to an intersection with the northerly right of way line of said Air -port West Drive; thence N.81*11'44"W '-,-BLTJ 10 FIRE HYDRANT 400 W META4 HALOGEN ON 20' HIGH WOOD POLE - along said Airport West Drive, a distance of 375.53 feet to an intersection with the said easterly right of way line GUY ANCHOR 0<7 Z- 9 LOCATIONS 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 & N , PAII[�ZKING 1 --4-00 FjEi TELEPHONE BOX 6' HIGH CHAINED LINK FENCE POINT OF BEGINNING. Said lands lying and being in Indian River County, Florida. 8"0 WOOD POLE 18"± HIGH W/ (2) 110V ELECTRIC 6' HIGH WOOD STOCKADE FENCE OUTLETS TO BE REMOVED AFTER BUILDINGS A-C CO NOT VALID WITHOUT 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 OF A FLORIDA LICENSED DESIGNED TN solely in Todd N. Smith. P.E. these ENGINEER TODD I\- SMITH, P. E. SEBASTIAN A 1_RP0`RT STOIRIAGE L L C documents are provided to the owner solely 4 5/09/08 PER COMMENTS FROM CITY OF SEBASTIAN in connection with this project. Any other CHECKED TNS use or reuse of these documents or any 3 1/4/08 ADD AS -BUILT INFORMATION BLDG. C,F,G & OFFICE 121 - 'ICHMAN AVE. reproduction, display, sale, or other DATE disposition of these documents by anyone is SEPT. 2006 1 2 8/13/07 PER COMMENTS FROM THE CITY OF SEBASTIAN SEBASTIAN, FL. 32958 expressly prohibited without consent of Todd ]E' )LDG. C FIG & 0 FFIC E N. Smith, P.E. pursuant to the Federal SCALE1 "= 40' Copyright Law." 1 111/26/06 ADD AS -BUILT INFORMATION RV PARKING Ph. (772) 589-8722 @ 2004, TODD N. SMTrH, P.E. SHEET 3 IAI TODD N. SMITH, P.E. #42082 REVISIONS 'D NO.1 DATE DESCRIPTION SITE ��� 'D E C 0 1[- ���NG im VEHICULAR HOSE USE NOTE: PHASE 6 SPECIALTY RETAIL BUILDING IS FOR KAYAK RENTALS AND INCIDENTAL RETAIL SALES. - A '' 1 2 5/09/08 PER COMMENTS FROM CITY OF SEBASiIAN I _1 8/13/07 PER COMMENTS FROM CITY OF SEB. NO.1 DATE I DESCRIPTION _ REVISIONS 3�a PHASE SCALE: 1" = 40' i. SWALE INSTALL RIP —RAP / —a— HEADWALL (SEE DETAIL) -- c9 o ,fib 0 tl 4 0 I� yF F IU� ❑ Trp E N o\ \ \ PIPE � G\ z =zw az a oC7 Q r,4r4 PAS1: EX. VEHIULAOTDOOR STORAG M Cn < aA ACTY: 40 SP CE XQz a E Ew-, oNAXCACPA TY:\ 2_ PACE PP SLIP\ MILLINGGROUND- COVER�FLAEL�ORS�T5SOLT�.OUOORA_\ R SP\ES O \ \ I \t-< 'r— \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ U W B cn 40' n o v 35 ~ REFLECTORS AT 48" O.C. (5' OFFSET FROMSTORAGX O FOR THE ARECON 10' RADII AT CORNERS & 25' RETURNS 50,�C I :�E C� © LO It AS CA�AC'1TY: 3�' SPACES TOOS_ R GE w M MA . AP CIT SPAC S ER LI / 35 - MLINGfUNCER Co-LO FLEX ORS T 5 ' O.C. W m w TYP. FOR ALL OUTDOOR STORAGE SPACES ' Cn Z CO :_J_ O = Q PIPE J _ PIPE I CB#10 ® Q� W I Q CB 8 � o ® .�. � ®'ice � � • � � Q J CAPACITY: 21 SPAC S ( H _)_ MAX. CA � ry F-- \ \`\ \ST�IL{ED %RAS�S OVER\ \ \ \\ \ \ �I\OUN� 3 5' _ \ � \ cn � \ \ � I � TYP. PHASE 3 GAT LINE 10' SO. DUMPSTER AREA Wi 6' HIGH MASONRY WALL ON THR SIDES W/ OPAQUE CHAT LINK GATES 361.1' PIPE L AIRPORT DRIVE WEST + 100' R W D4 15" CC 15" CC CB W.INV= 10.74;EX. W.INV= 10.51; 13.55 12 E.INV= 10.62 E.INV= 10.46 EX. 15" CC ADJ. PROPERTY UNPLATTED 7.40' N.INV= 10.71' AIRPORT PROPERTY 50' S.INV= 10.39 ZONED: Al PHASE 7: ADDITIONAL OUTDOOR VEHICULAR STORAGE (STRIPING PLAN) SCALE: 1 "-40' NOTE: PHASE 7 REQUESTS SITE PLAN APPROVAL TO UTILIZE THE AREAS SHOWN ON THIS PLAN, ALSO KNOWN AS PHASE 10, 11, & 12 BUILDINGS, FOR OUTSIDE VEHICULAR STORAGE UNTIL THE TIME THAT THE BUILDINGS IN THOSE RESPECTIVE PHASES ARE BUILT. - _ - THE SPACES FOR VEHICULAR STORAGE IN THESE AREAS WILL BE SHOWN AS PER PLAN ABOVE.- ALSO, WHEN FUTURE BUILDINGS-W- - --- -- --- -- - ARE CONSTRUCTED, THE CONTRACTOR SHALL RE -GRADE THE AREAS UNDER THE BUILDING FOR A LEVEL SLAB AT TIE PROPOSED FIN. FL. HEIGHTS. ALSO, THE DRIVEWAYS IN FRONT OF THE BUILDINGS SHALL BE REGRADED - - -TO- PROVIDE POSITIVE -DRAINAGE TO THE CAS BASINS AND ALLOW FOR NO MOR THAN 1/2" STEP AT ANY _ --EXIT POINT FROM THE BUILDINGS. TODD N. SMITH, P.E. P I S EB AS TIAN 121 — NCHMAN' AVE. SEE -7—IAN, FL. 32958 P- —72) 589-8722 A 111v URT STODAGE IF-W"T-11 I 11 NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS "Title to all documents which bear the ORIGINAL RAISED SEAL OF A FLORIDA LICENSED copyright of Todd N. Smith, P.E. is vested DESIGNED 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 S i DATE AUG. 2007 expressly prohibited without consent of Todd 111 N. Smith, P.E. pursuant to the Federal SCALE 1 " _ qQ ' Copyright Law." © 2007, TODD N. SUrTH, P.E. SHEET 4 1777TODD N. SMITH, P.E. #42082 W 0 TYF I a PI_P q 14.93 - ASE 8 SCALE: 1 " = 20' PHASE 9 SCALE: 1" = 20' Ln 5.382.54' - 15.17 , 1 15. 45 ...� 15. 3 57 6 31.9 255' I PHASE:' FUTURE SELF STORAGE \ 10 1 -- PHASE 0 BLDG. E — \ III ! FIN. FL. EL.=15.4 5�1 0' 1 0 10 3 29 96 c�1 255 15.10 + 15.2 5 —� - C�� TYP , PHASE A S E 15.73 Ln REMOVE EEC. MILLINGS TO 15.54 N INSTALL 5 CONCRETE APRON TYP. LINE PHASE 10 SCALE: 1" _ ,20' ' -' NQT `VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS Q --1 Q copyright opyrig t of Touments which bear theO GIN AL RAISED SEAL OF A FLORIDA LICENSED NEoqp Ej SEBL �S AI�0 T ST0� L � LLC documents 8 Todd N. Smith. these 0 i V . SMITH, 1 1J . co i ht of Todd N. Smith, P.E.P. P.E. is vested DESIGNED TN,S 9 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 1 L - I I N C H M A N AVE. __ _ __t — reproduction, display, sale, or other _ __ 2 5/09/08 PER COMMENTS FROM CITY OF SEBASTIAN SEE,:- _ I AN,- FL. - 329 5H I SCALE 1 — 40 _- disposition of these documents by anyone is DAB AUG. 2007 expressly prohibited without consent of Todd _ PHASING D ETAMS 1 8/13/07 PER COMMENTS FROM CITY OF SEB. Pf-. 172) 589-8722 N. smith, P.E. pursuant to the Federal "_ ' Copyright Law." E N0. DATE DESCRIPTION ©zoov, TODD N. SMITH, P.E. SHEET REVISIONS ( TODD N. SMITH, P.E. #42082 I \4-0 ) - DOO 5.5 35 < n 0 n r1l on Ln n Ld \LJ + 10' + ::1- 0 < 0 "t 0 LLJ LC) < -J LLJ LLJ Cn - 0< 0 15.30 LJJ -- LL- fyz af CD - 40'\ 2D,3 0 PHASE 1-1 0 40 to PHASE 11 SCALE: 1" = 20' 2 15/09/08 1 PER COMMENTS FROM CITY OF SEBASTIAN 1 18/13/07 PER COMMENTS FROM CITY OF SEB. NO.1 DATE DESCRIPTION REVISIONS TODD N. .SMITH, P.E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 SCALE: 1" = 20' Q > O 01E ---- --- WATER S E SUPPLY 400 SF EQUIPMENT RM iW00011110 D 32 PHASE 5 EX. 10' SO - EQUIP. BLDG. CYI 5 F.F. EL==15.4 WASH 0 H AREA VEHICULAR (HOSE USE ONLIY) RV -SEWER DISCHARGE CONNECTION IN : =Now% ACCORDANCE W/ CAR WASH-EQUPTMENT LO 64E-1 5.004 CH. 7- PHASE 13 7-- `D 4.78 U1 4.75 0 -1 00 4 OEF - C-0 4. (JI - 4.81 9C4.82 --H P PHASE 3: ADDITIONAL CAR WASH 'EQUIPMENT SCALE: 1 = 20' SEBASTIAN STOR:aGF9 PHASING DETAILS LT_,C NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN -TNS 'Title to all documents which bear the ORIGINAL RAISED SEAL OF A FLORIDA LICENSED copyright of Todd N. Smith, P.E. is vested DESIGNED TN solely in Todd N. Smith, P.E. these s ENGINEER CHECKED TINS documents cuments are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any DATE AUG. 2007 reproduction, display, sale, or other disposition of these documents by anyone is SCALEJ "= 40' expressly prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal Copyright Law." SHEET 6 2007, TODD N. SUM, P.E. F- 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 MARRING 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 SAND. 5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO DEVELOPMENT. 6. PAVING SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN ZONING ORDINANCES AND 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. 10. ALL COMPACT PARKING SPACES SHALL BE MARKED "COMPACT" ON THE TIRE STOP OR PARKING SPACE. HANDICAP SPACES SHALL BE STRIPED AND SIGNED IN ACCORDANCE WITH FDOT INDEX NO. 17346, 2002 EDITION. 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. 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. 15. OWNER SHALL INSTALL "KNOX" BOX FOR FIRE DEPT:,AT ALL GATES OPERATING WITH KEYPAD. CO AS p _R v PLAN RECORD BLDG,& N,PC)F J L_V I IIj14 4.5g , DRAWINu PHA\-E F)G 9.OFFICE I!ING 1-4-08 3' SOUAREi 4"�DEEP 4"0 INLET DRAIN CONC. APRON SLOPED 1" W/ HINGED COVET TO DRAIN SL_ OP_E SLOPE FIN GRADE 18" "0 PVC MIN. COVER P 8" FT i ' + 23' PROPOSED SWALE SIDE BANK SLO E 1 / / EL. = 12.2± PROFILE BEYOND CULVERT FINISH GRADE AS PER PLAN TO SEPTIC TANK ►�I-��► �� ���-���' P-TRAP , - ��\ TYP. RIP -RAP 1(_ ��\�� ����i 1 SOIL -CEMENT BAGS 2 2 NOTE: 4" DIA. DRAIN PIPE SHALL HAVE A 4" DIA. HINGED COVER: A WATER SUPPLY EL. = 8.20 _ 36" A 2000 PVC OUTLET FOR WASH DOWN SHALL BE PROVIDED WITH A WATER SOURCE WHICH IS III -III 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 C❑NCURRENCY CERTIFICATE 6, INDIAN RIVER COUNTY ENV, HEALTH DEPT, SEPTIC TANK PERMIT 7, CITY_DF SEBASTIAN DEWATERING PERMIT 8, INDIAN RIVER CO, RIGHT-❑F-WAY PERMIT PROTECTED FROM BACKFLOW AND BACK-SIPHONAGE, AND RETRACTABLE, SPRING COILED W INV. = 8.20 I V 4=�1.80IFICE BLEEDER 6" WIDE ALUM, SKIMMER W/ SOLID TOP PLATE TOP EL, BOTTOM EL. = 11,5 WATER DELIVERY DEVICE OR OTHER SYSTEM APPROVED BY THE LOCAL PLUMBING JURISDICTION. F4'1 - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 64E-15.004, FL. ADMINISTRATIVE CODES OFPs STRUCTURE F❑R. WEIR PER 2ACES 6" 3'1' 6" TOTAL WEIR LENGTH = 23' SECTION V EW OF RIP -RAP ENDWALL n 6 = DUMP STATION HOOK-UP 6' WIDE ALUM. SKIMMER a c,2 3/4" TOP EL. 1�� 14.60 a ,-::; ;�:.':'.: - B❑TT❑M EL.=-PA-13,43 • . NTS STRUCTURE.ON 2 FACES OF .ate' a NTS Cu CU 12„ of - m .�.• A. : d .r .-. . 4 17-5 1.25' DIA. WHEELCHAIR RAMP (TYP) SIGN No. F. T.P. - 25 (TYP) �12'0 N-12 ADS PLAN INV,=1ih2 11,86 23' TOTAL WEIR LENG H INV,=T3-6$ 13,70 3'4' PARKING BY DISABLED PERMIT ONLY 4 „ 0AL f� 1''r' Beveled Or Round CornersLO _- I/� %> NOTES t ALL LETTERS ARE 1' SERIES C' PER M.U. TC.D. 15 1/2' ,I EX. PRECAST TYPE a..•, . 'C' CATCH BASIN TOP EL. ='r45-14.60 .'1 4. EX, ALUM, SKIMMER A d. $250 FINE 14�I 5' W/ S❑LID PLATE T❑P 6.. WHITE- PAINT C, 4. FLA. STATUE 316.1957 u7� 2 TOP POR77ON OF SIGN SHALL HAVE REFLECTORIZ£D (ENGINEERING GRADE) N t j BLUE BACKGROUND IW7H WHIT£ REFLECTORIZ£D LEGEND AND BORDER. Q 3. BOTTOM POR77ON OF SIGN SHALL HAVE A REFZ£CTORIZED (ENGINEERING GRADE) WH/7F BACKGROUND Wi1H BLACK OPAQUE LEGEND AND BORDER. H� �DI CA PP�D 4. FIN£ NO77F7CA77ON SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) PLAN 1 WH17F BACKGROUND IMTH SLACK OPAQUE LEGEND & BORDER. -� 5. ONE (1) SIGN REOUIRED FOR EACH PARKING SPACE. /-'""�A VIE - Concrete Slab, 3" Thick, 6. INSTALLA77ON HEIGHT OF SIGN -.SHALL BE /N ACCORDANCE W17H SEC77ON 24-23 Reinforced With NWF 6x6-WI.4xWI.4 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (MUTC..0.) (7' CL�EA/RANCE) N T S. TOP VIEW -SINGLE PIPE H,gND�CAP PARKfNG S/I" /AGE W 12' 12' m EX. 12'0 N-12 ADS . INV, =�1 11.86 3 1/4' BLEEDER EX, 12' SR. ❑PENING FILLED INV,=11,8 WITH V DRAINFIELD R❑CK Hal ND/CA PPED SPA SECTION 1-1 SPACE W/ FILTER FABRIC OVER ❑PENING STRIPING DETAIL - N.TS ❑UTFALL STRUCTURE MITERED END SECTION - N TS Al. T. S. - WASTEWATER DATA A, WASTEWATER FLOW FOR ACCESSORY ❑FFICE _ - coNsmuDcTloN - 15 GAL/100 SF X 960 SF = 144 GPD WWW ""FAD/ R EPTIC TANK = 00 G LL❑NS TYPE A' TYPE B' TYPE A' B, REQL_ ED S - 9 A 200' 200' 400' CONDITIONS JOINT JOINT JOINT C. REQUIRED DRAINFIELD = 144 GPD / .75 GPD PER SF = 192 SF (200 SF MIN.) I - I �- T �� WHERE ANY VEHICLE, EQUIPMENT, WORKERS D, REQUIRED GREEN AREA AROUND DRAINFIELD = 2 X 200 SF = 400 SF J J '0 '0 OR THEIR ACTIVITIES ENCROACH ON THE E, GREEN AREA PR❑VIDED AROUND DRAINFIELD 1000 SF a a PAVEMENT REQUIRING THE CLOSURE OF ONE n o - - - - TRAFFIC LANE, FOR WORK AREA LESS THAN 6 a > o 4 < F, WASTEWATER FLOW FOR SPECIALTY RETAAIL AND VEHICULAR WASH AREA q •. A :'47 q ° qo, a4 q ' 4a = 3UU GPD G� - A .work. Are [� _ 200' DOWNSTREAM FROM INTERSECTION, FOR a a e ad ° f A PERIOD OF MORE THAN 60 MINUTES. B REQUIRED SEPTIC TANK = (2) 900 GALLON TANKS PER I.R.C. ENV, HEALTH DEPT, 400' 200' Less Than C. REQUIRED DRAINFIELD = 300 GPD / ,75 GPD PER SF = 400 SF 200' a°<^ ° p q °; 4 ;• D REQUIRED GREEN AREA AROUND DRAINFIELD = 2 X 400 SF = 800 SF o ad; e� Q. ,9.: A• • "q E GREEN AREA PR❑VIDED AROUND DRAINFIELD = 1200 SF ROAD a 4 q a: CONSTRUCTION E �T ROAD C A Q _ - AHEAD CONSTRUCTION AHEAD PLAN 1/' = '/8' - � � 200' 400' TYPE A' TYPE B' S' TYPICAL TYPE A ' 1-112" J ) ,0 CONDITIONS JOINT JOINT✓DINT a, 0 � �° A ° d�. <° � -�- � ORETNVEHICLE, EQUIPMENT, HE RACTIITIESENCROACHWORKERS ON THE • ° e a �' ® I ok Are PAVEMENT REQUIRING THE CLOSURE OF ONE a da a _da a° a as a ,'4e' a <a ' 1 4 R 4 A 1 4 R o ° TRAFFIC LANE, FOR WORK AREA 200' OR MORE G 4 a° q 400' 200 5(Y DOWNSTREAM FROM INTERSECTION, FOR A •' d° 200' PERIOD OF MORE THAN 60 MINUTES. 20' eO .� A° ° i. �� ° More Than 200' i 4'- 4• Q C. CONSTRUCTION ELEVA TION AHEAD M GENERAL NOTES NOTES: 1. SIDEWALK SHALL BE' 4" THICK EXCEPT /N DRIVEWAYS WHERE THE THICKNESS SHALL BE o 2, SUBGRADE BELOW SIDEWALK SHALL BE A MIN. L.B.R. 40 COMPACTED TO 98,' OF MAX. DENS/TY PER A. A.S.H. T.O. 7--180. 3. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI ® 28 DA Y5 4' CONCRETE SLOPE 1/8'=1/4" UNLESS SIDEWALK OTHERWISE (VOTED WHEN PA VEMENT ABUTS RAISED SIDEWALK PROVIDE 8" DEL- GRASS FIN. GRADE BY 6" WIDE THICKENED EDGE A T SIDEWALK EDGE (NOT REO D ;WHEN G a. e 4; -I -1 I 1I SAW /S FLUSH WITH PAVEMENT) I I- PA VEMENT 4 e SUBGRADE I =1 SECTION 57DE-WALK DETAILS N. T. S 8 5/9/08 PER COMMENTS FROM CITY OF SEBASTIAN 7 1/4/08 ADD AS-BUUILT INFO BLDG. C,F,G & OFFICE 6 8/13/07 PER COMMENTS FROM CITY OF SEBASTIAN 5 11/26/06 ADD AS -BUILT 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 1 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS __ I r>rnncnKi nCC!1DIDTI0KI 112' PREMOLDED EXPANSION .OA(r MA TER/AL TYPE '-a ' JOINT TYPE Y JOINT TABLE OF SIDEWALK JOINTS - - L OCA TION 20 FEET CENTER TO CENTER ON SIDEWALKS. P. C. AND P. T. OF CURVES. ' ✓UNC7701V OF EXISTING AND NEW SIDEWALKS WHERE SIDEWALK ABUTS CONCRE7F CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES. 3' 5 FEET CEN7FR TO CENTER ON SIDEWALKS operations shall be confined to one travel lane, leaving 1. Work o p g 7• The ROAD CONSTRUCTION AHEAD and FLAGGER signs shall have a 18" x 18' (min.) orange flag and a Type B light attached SYMBOLS the opposing travel lone 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 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. All signs shall be post mounted if the closure time exceeds 12 hours. ® Type - Or Type -- Barricade Or Vertical 4. When vehicles in a parking zone block the line of sight to TCZ 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 On) y gy 11. Arro s denote direction of traffic only and do not reflect pavement marts 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 12. field - ROAD CONSTRUCTION AHEAD signs. Flaggers are not required. Longitudinal dimensions are to be adjusted to fit conditions Panel Or Drum (with Flashing Light At See Index No. 600. Night Only) 9 y) 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 to Index No. 600. (}' Work Zone Sign - _- TRAFFIC CONTROL THROUGH WORK ZONES El' Flogger - - -- ----_ _ -- TODD N. SMITH, P. E. PIIILIPSON OUTSIDE �TEH�CLE STO'DIAGE ��1 HINCHMAN AVE SEBASTIAN, FL. 32958 SITE D � T Al L SPh. (772) 589-8722 NOT TO SCALE C=4'1'j E=5'6' - 6" C=3'1°; E=4'6' 6' SEE PLAN FOR PIPE SIZES AND INVERTS •` '' TRAFFIC BEARING & BICYCLE SAFE GRATE II (Yl :a:::::o❑oo❑o❑-:.:�a • . 4. a ;. • A. FINISH GRADE PRECAST TYPE 'C' OR 'E' CATCH BASIN AS PER PLAN PIPE AS PER PLAN L� 12' SO, ❑PENING FILLED WITH 1' DRAINFIELD ROCK TYPE "C" & "E" --CATCH--BASIN---- N❑T VALID WITH❑UT THE SIGNATURE AND THE DRAWN TNS 'Title to all documents which bear the ❑ R I G I N A L RAISED SEAL ❑ F A F L ❑RID A copyright of Todd N. Smith, P.E. is vested DESIGNED T N S solely In Todd N. Smith, P.E. these LICENSED ENGINEER documents are provided to the owner solely In connection with this project. CHECKED T N S Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these r G DATE DEC, 4 documents by anyone Is expressly prohibited without consent of Todd N. - SCALE A S SHOWN Smith, P.E. pursuant to the Federal Copyright Law.' © 2004, TODD N, SMITH, P.E. SHEET 7 TFIDD NI SMITH) PIE, #42082 �lt' UFT nI-TF'I.ITTnN 'UmmdATFR TRACT (WIDTH VARIES) _III =�Il -III =III -III SECTI❑N A -A t N❑T TO SCALE '/i i 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 = 121696 SF w z J VARIES FROM LANDSCAPE MATERIAL 50' BUILDING 23,18' TO 27,13' 12' STORAGE AREA �A„ UPLAND BUFFER S0 LANDSCAPE 40' w TO REMAIN w BUFFER 3 UNDISTURBED z - Q - - Z } O f- ~ MATCH EX. GRADE MATCH EX. GRAD AT FROM BANK FULLY ~ AT EXT, EDGE ❑ - - o- -- Q ___ TO PROP, LINE SOD -- UPLAND BUFFER, PROPOSED GRADE w PROPOSED FIN. FL. = 15.4 0 :D SILT gx FENCE 1�px� YN �5Q I 4 MAy 4 MAX, 4 �zo Io FULLY �X. GRADE 1ti��X/ ISx �X X, GRADE SOD \ SECTI❑N E-E- SECTION F-F- NOTN TO SCALE ❑T TO SCALE w w DRY ST❑RMWATER TRACT w z H WIDTH VARIES z -� J J z 25' 14' 8' VARIES 8° z 29' 12' EXI ROAD Q 15' 16,5' INT RNAL R❑AD UPLAND BUFFER Q UPLAND BUFFER 18, w UPLAND BUFFER 12' I- TO REMAIN w TO REMAIN w TO REMAIN 3 w 3 UNDISTURBED 3 UNDISTURBED z UNDISTURBED J ~ Q Q Q Z Ld Z z O o_ w ~ MATCH EX, GRAD MATCH EX. GRAD z �- MATCH EX. GRADE w AT EXT, EDGE ❑ �' EX, GRADE AT EXT, EDGE ❑ A UPLAND BUFFER, FULLY FULLY A AT EXT. EDGE ❑ l UPLAND BUFFER. Q SOD SOD N UPLAND BUFFER. x F, ~ `L SILT SILT Ig ZD SILT FENCE -' FENC y�c�5 \ FENCE 17, NI 118c'�X = I -III 12,55 _! 1 I I-1 1I _ � \ 1 I, I _' �11 =III _Ill J 1 1 L- -III �4 L- 4 MAX, 4 - =I l =11 4 MAX 1 4 PROPOSED GRADE =1Il =�1I -�Il 4 MAX, 4 ED GRADE PR❑P❑SED GRADE =11 f - I J FULLY R❑P❑SED GRADE FULLY SOD NOTE, SEE PLAN VIEW FOR EX. GRADES IN ST❑RMWATER TRACT AREA SOD SECTI❑N D-:B- SECTI❑N C-C- SECTION D-D- NOT TO SCALE 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❑ 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. RECORD 5' UNREINF❑RCED CONCRETE F6 = 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 I CONCRETE PAVEMENT ALTERNATE IN R.D.W. NOT TO SCALE DP.A\,/ING PHASE 1-5 BLDG, C)F,G MIFFICE NI PARKIN❑ 1-4-08 8 5/9/08 PER,CbMMENTS FROM CITY OF SEBASTIAN 7 1/4/08 ! ADD AS -BUILT INFO BLDG. C,F,G & _OFFICE _ 6 8/13/07 PER COMMENTS FROM CITY OF SEBASTIAN 4 11 /26/OE ADD AS -BUILT INFORMATION RV PARKING & DRAINAGE 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 r.ATC REVISION DESCRIPTION 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 ASPH&TIBASE C❑URSES 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. SE ASTIAN, FL. 32958 Ph. (772) 589-87, 22 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 GRASS PARKING FOR ❑N-SITE IMPROVEMENTS NOT TO SCALE LOCATION MAP NOT TO SCALE 1 CATCH BASIN SCHEDULE MARK TYPE TOP EL. INVERTS C B I C .- 14,7 2 N- 1-27Gg-11. 9 8 C132 C 14.67 S= 1-7-9-11.74, W=11-7-0_11.72 CB 3 C 14. 71 W= _12.04 CB4 C 1-7 14.63 N & S=-9-.- 9.80 C135 C - 2-55 12.54 S=9-9-0, 9.9 C136 C -1-4. 14.70 S=Tt:�11.67 C B 7 C +*-- " 14.6 8 N= 11. 3 S= i-145-11. 2 C138 C -I 4 .fx5--14.74 N= 11.37, S 11.15 C B 9 C 12.6 N= 9-- 9.9 C1310 C 14.68 S 11.68 C1311 E -15.1 E & NW=8-. - 8.4 SEE NOTE 2 C B 12 E ---2-6--12.6 4 8.7 SEE NOTE 3 CB13 C 12,75 N INV= 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= 11.981 N= 11,74 PIPE B 15" 84' W=10.50, E=Tt-7-9- 11.72 PIPE C 12" 84' W=10.50, E=11 12.04 PIPE D 24" 110' S- -7-5- 9.88, N=_9�. 9.85 PIPE E 24" 107' N=9- Q 9.9, S=ate 9.8 _ PIIPE F 12" 101' SE=11'-�11.85, NE=--1 11.70 W/ MITERED END PIPE G 18 163' N=1T-6-5 11.67, S= 11.3 - P I P E H 24" 16 5' N=-1--_11.2 , S 9.9 PIPE 1 18 " 15 9' N = 11.6 8, S 3 7 PIPE J 24 16 2' N =TI -1-5_ 11.15, S - 9.9 PIPE K 36 298' W=8. 8. 4, E=8.�8.7 PIPE L 15" ,_, 7 7' N=1-0-3-5-- 10.4 2 , S =� 10.3 0 W MITERED ENDS PIPE M 12" 54' W= 12.49, E-1-2-3-5,12.35 W MITERED ENDS.. PIPE N 12 50' S= 12.42 N=T2-2-5f.- 12.29 W/ MITERED _ENDS PIPE 0 36" 119' W= 8.4, E=8.35 PZlIi,IPSON OU'T'SIDE VEI-11C LE 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 1S A-2000 PVC STORM SEWER PIPE AS MANUFACTURED BY CONTECH CONSTRUCTION PROODUCTS, INC. NOTVALID WITHOUT THE SIGNATURE AND THE DRAWNr TNS 'Title to all documents which bear the ORIGINAL RAISED SEAL ❑ F A FLORIDA F E copyright of Todd N, Smith, P.E. is vested DESIGNED T N S solely in Todd N: Smith, P:E. these LICENSED ENGINEER A G documents are provided to the owner S L �, I solely In connection with. this project. CHECKED TNS D E TA- S S I T Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these j q ATE DEC. 2004 documents by anyone is expressly prohibited without consent of Todd N. SCALE A S SHOWN Smith, P.E. pursuant to the Federat Copyright Law.' © 2004, TODD N, SMITH, P.E. SHEET O TODD N. SMITH, P,E, #42082 AAA,. I SOD AND RE -GRADE ROSELAND RD S NECESSARY TO DIRECT P R.O.W SWALE A CROSS PIPE UNDER p LANDSCAPING FOR FULL BUILD -OUT OF SITE, INCLUDING PHASES 1-13 SWALE TO EX. ---- o� NOTE: ALL LAN EX. _----------_-_-- v ROSELAND RD. NOF RIP HEADWALL HAS BEEN INSTALLED WITH PHASE 1 CONSTRUCTION IMMEDIATELY DOWNSTREAM c� � 6„ 6" —Q- 6» 8„� 4„ -cr 0 12„ 6" 6" 8» 4„ 10„ ° 8 � ° _ ° ASPHALT ROAD CONTROL 4047' 02 E 10�5 20 12"C 10 4'6„ ° 6 ° 12 4» 8, So , STRUCTURE ° Ui (SEE DETAIL) `C.v 6„ 12"C 10„ ° ° 6 ° ° » >, 6„ 14„ p 12 "C 12 CCo ., z t� .�.�3 10" 10'L� � V � 16„ SITE CORNER p ` 1 " ��° 11__ ° W ° 8 °4 „ —� j 6„ ° CLEAR ZONE° 8„ � 8„ , ° � ° 4„ 8 � .4„ ° 14 � � �•� 0 1 2 0 6 >, —.4. ° ° 12" 11 * * -) 1/(., — 2 16" 14 10 h 6 , p c/ ~ E' z rr f - �-�1 % ® -- C�� ►E=u r a F a O a ca F 10" \ O oax rz o 10' W w \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ z 0E,E 4 4 10" 10' 0 10" ° - 15 W 10' 14" 10". \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CY), j 6 I o � - r /10„ 12" S > JCID L0 CIO It w LO co 0 O ° coo `t ❑ ❑ Q T 2 9s » 14ry o ° � EX. WETLAND 12" ° ° 6"\ / I- N C N ` 4 TO REMAIN AS IS e" �z r - cc cc 4 (0.90 ACRES Q� .+ SEE WETLAND NO IDS - � ON SH. 1 REGARDING �`i /4 4 4 4 PERMITTING' AND 4 4 oQ JURISDICTIONAL Cnn� LINE VERIFICATI 18 A2" 4 4 4 4 4 4 4 4 4 4 4 4 4 14" �.► ° 12 10" 6 1 " . 60 00, 4 8» 4 6„ 4 ° 2„ 12 fs" 4 4 18" 6 \ \ 0 — — ' � � �- 40 ° G TE I 6" 16 ° ° 4 6„ 4„ 4" 8 8 _t 10 ° ►� 12 cn N 00009'14" IV 1036.49' ° 14" 12 10 6" 8'-- - 10" - 1® 14 10 E,211". CURB LANDSCAPING DATA 1. LANDSCAPING REQUIRED FOR FULL BUILDOUT OF ENTIRE SITE A. ROSELAND RD. R.O.W. = 50' WIDE TYPE "A" BUFFER UTILIZING NATIVE GRASS COVER 1,005' X 8 CANOPY TREES/100' = 81 CANOPY TREES 1,005' X 4 UNDERSTORY TREES/100' = 41 UNDERSTORY TREES 1,005' X 24 SHRUBS/100' = 242 SHRUBS B. NORTH PROPERTY LINE = 452' X 1 TREE/35' = 13 CANOPY TREES C. SOUTH PROPERTY LINE (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 = 39 SPACES X 15 SF = 585 SF 39 SPACES X 1 TREE/5 SPACES = 8 CANOPY TREES F. NON-VEHIC. OPEN SPACE: 154,731 SF X 1 TREE/2,000 S.F. = 78 CAN. TREES 2. TOTAL LANDSCAPING REQUIRED AND PROVIDED FOR FULL BUILDOUT OF SITE A. TOTAL CANOPY TREES REQUIRED = 237 TREES 3. EXISTING LANDSCAPING ON -SITE A, EXISTING CANOPY TREES ON -SITE = 236 TREES 1. 31 (2"-4" OAKS) + 46 (5"-10" OAK) + 8 (11 "-20" OAKS) = (1 X 31) + (2 X 46) + (3 X 8) = 137 TREE CREDITS 2. 8(2"-4" PINES) + 22(5"-10" PINES) + 9(11"-20" PINES) = (1 X 8) + (2 X 22) + (3 X 9) = 80 TREE CREDITS 3. 5(11"-20" CEDARS) = 15 TREE CREDITS 4. 2 5"-10" MAPLES) = 4 TREE CREDITS 4. NEW TREES PROVIDED ON -SITE A. NEW CANOPY TREES PLANTED ON -SITE = 49 TREES B. NEW UNDERSTORY TREES PLANTED ON -SITE = 97 UNDERSTORY TREES 5. TOTAL CANOPY TREES PROVIDED ON -SITE (NEW + EXISTING) = 285 9 5 9 08 PER COMMENTS FROM CITY OF SEBASTIAN 8 8/13/07 PER COMMENTS FROM CITY OF SEBASTIAN 7 10/1/06 REV. PER PHASED PLAN & AS -BUILT LANDSCAPING PHASE 1 6 8/2/05 PER SEBASTIAN CITY COUNCIL APPROVAL 5 7/22/05 INCREASE ROSELAND RD. VEG. TO TYPE "A" BUFFER 4 6/15/05 PER COMMENTS FROM I.R.C. FIRE DEPT. 3 6/06/05 PER COMMENTS FROM CITY OF SEB. 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 REVISION 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 Ak MAPLE TREE TO REMAIN SHRUBS EUGENIA STOPPERS OR SEAGRAPE SHRUBS (30" O.C.) SHRUBS EQUIVALENT TO 30" 0. C. SIMPSON STOPPERS ALONG ROSELAND RD. & AIRPORT WEST DR. (36" HEIGHT @ PLANTING, 704 TOTAL) CHINESE FANS ALONG NORTH PROPERTY LINE (24" HEIGHT ® PLANTING, 200 TOTAL) NEW CANOPY TREE (OAKS (39), CABBAGE PALM (20) MIX (59 TOTAL - 49 TREE CREDITS) 12' HEIGHT PLANTING NEW UNDERSTORY TREE 5' HGT. ® PLANTING WAX MYRTLE AND ILEX (HOLLY) MIX (97 TOTAL) TODD N. SMITH, P. E. SEBAS TI LT A1111R, _1FDT_- STUn__1`?.1-AGE, LLC 1—` HINCHMAN AVE. SE- =- TIAN, FL. 32958 - %� = (772) 589-8722 LANDSCAPE PLAN l 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 copyright of Todd N. Smith, P.E. is vested solely in Todd N. Smith, P.E. these documents are provided to the owner solely in connection with this project. Any other ORIGINAL RAISED SEAL O F A FLORIDA LICENSED � ENGINEER - DESIGNED -� TN S - ' — CHECKED TN S use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is _ DATE DEC 2004 expressly prohibited without consent of Todd N. Smith. P.E. pursuant to the Federal l „ , SCALE = 40 Copyright Law." © 2004, TODD N. SMrM, P.E. SHEET 9 TODD N. SMITH, P.E. #42082