Loading...
HomeMy WebLinkAbout2007 (Box 2 #46) Storage Phased Site Plan - About StorageIj WETLAND NOTES -SITE WETLANDS ASSOCIATED WITH SOD AND RE -GRADE ROSEL 0 DIRECT � ~� � +�� ---- P R I M A R Y BENCHMARK THE ON H THIS PROJECT WERE ORIGINALLY IDENTIFIED AS PART OF A LARGER WETLAND TRAVELING WESTWARD FROM THE LOCATION SHOWN ON THE PLAN. EXIST. DRAIN AGE CONVEYANC TOP CM FD THE JURISDICTIONAL LINE WAS SURVEYED AT THE TIME OF THE PERMITTING OF THE ROAD CREATION SWALE TO BE FILLED AS PER PLAN, R.O.W SWALE AS NECESSARY " CMP O " OF AIRPORT DRIVE WEST ON THE EAST SIDE OF THIS PARCEL AND THE DEVELOPMENT OF THE ADJACENT PARCEL TO ORTIONS OF THE SWALE EX. SWALE TO EX. CROSS PIPE UNDER EX 12 + cb STAMPED X 436, 1995 THE EAST. THE NAME OF THAT PROJECT WAS "T-HANGER DEVELOPMENT ACCESS ROADS" , WHICH WAS EXCEPT ALL P UNDISTURBED WHERE ROSELAND RD. AND NEW SWALE INSTALLED N INV- 11 42 \�' 00 o �T EVATION=13.99' DEVELOPED IN ASSOCIATION WITH THE SEBASTL4N MUNICIPAL AIRPORT. THE ROADWAY CONSTRUCTION HAS ISOLATED THE SHALL REMAIN IMMEDIATELY DOWNSTREAM OF RIP RAP HEADWALL p�D v_ 11 44' \��- o OWl � E R EL WETLANDS WITHIN THIS PARCEL BOUNDARY. THE JURISDICTIONAL LINE HAS BEEN VERIFIED BY ST. JOHNS WATER MANAGEMENT THE EX. SWALE IS WITHIN JURISDICTIONAL S.IN o NAD 1988 DISTRICT IN ASSOCIATION WITH THE ADJACENT DEVELOPMENT NOTED ABOVE IN APP. NOV. 2002. REFERENCE ST. JOHNS PERMIT WETLANDS AND PROPOSED UPLAND BUFFERS. EX. 36" CC \O �� NO. 40-061-680172-3 FOR ADDITIONAL INFORMATION. THIS PROJECT PROPOSES NO IMPACT TO THE ON -SITE WETLANDS AND ------ N,W.INV= 7.71' \rL SEBASTIAN AIRPORT STORAGE, LLC N PROPOSES TO ALLOW FOR A 25 FT. WIDE UPLAND BUFFER AROUND THE PERIMETER OF THE WETLANDS AS SHOWN ON THE SITE PLAN. S.E.INV- �c�`� ASPHALT STEVE PHILIPSON ���CD 415 LIVE OAK DR. `�� ��� 00 w C� �� E,0 S1 VERO BEACH, FL. 32963 ��O r11 ------ r +\0; Nr1 N N' .44N``' o 772-696-5585 �` o D� O SALES 8c TOURS O + \ -� __� _ OADSID SWALE INSTALL RIP -RAP + o� O O KAYAK &CANOE RENTAL, DQJ� O� I�, N - 1-STORY METAL BLDG. \p ENTERLINE OF EX_R HEADWALL (SEE L + N �- 1,200 SF OPEN AREA tij. + ND SIN D - N N- � DETAIL) .s RELOCATE GROU (2) 900 GAL. F p SAME DISTANCE TO PVM'T ASPHALT RO <, , KAYAK STORAGE WOOD CONTROL E 100E .3 + ; PARK SIGN ACROSS SIRE AGE STANDS 5.5'_ STRUCTURE SEPTIC TANKS S 04ATER 0 L b� AS W �� +S- -- - - (SEE DETAIL) 400 WATER SUPPLY -� •�� p� D O G POLE - �r(�PHASE 7) DRAINFIELD� EQUIPMENT O [x FLAG R N OHO '�� SITE CORNER O PHASE 2 x 12 cP ���+ CrJ x EQUIP. BLDG. 4`� �� �_+ ,� 6'� 5' �p1 \�` �Q, CLEAR ZONE �� �- 12.64 I F.F. EL 15. J + VEHICULAR WASH AREA ��� 15.1 1. 110' 7 � x 14. 0 �\ � +� 15.25 15.2 120'\ RV -SEWER 3 7 �5 p�O � 4 (HOSE USE ONLY) \ px• 1� 1 p Qe DISCHARGE CON ECTICH �140' FUTURE SELF STORAGE O O `� _ AR WASH EQUIPMENT IN ACCORDANCE W/ CH. 64E-15.004. - BLDG. "B" (PHASE 2) Q \ O LF STO - GE SELF STORAGE � Cp / 525 ��' FUTURE SE RAGE O F.F.F F EL 15 4 0O\ BLDG. "C o l� ----- ------ - / \ X>J•25 4L 14.9 ❑ s 14.9 N .10 10 �, BLDG. »A" \ Z ty (PHASE 4) 14-23 C F.F EL 15.4+O �� / �`� �� # PHASE F.F. EL=15.4(PHASE 10) J` -- `O / 0 y + 1 (PHASE 11) r�o 14.5 -- -- _ - - -` O °' yP�� 6 `, < �� 14.so 4 4.so 1 11 4 �120' �0110' \ 1 C 1 y■ C3� �� �' (P�� �F i SO ,gyp' �J� 14.85 , NID + - + .. + 5. 2 15.25 15.25 15. 20 15.05 a�'� ��` • 2 0 0) tK- \ r- \ D� 14.5' 11.80 .80 + e�F CO (` �0: /� L� D HP 14.80: BCD ...... O' 14.80 F�� M CB#7 , PHA SE O I Z �� � 15.15 �� � F'' Z + �� . 32 I D �� C B P 14.so - �O. \ ° C B ° N � Q E- z o C9J 14.�5 /p� 14.80 +14.7 14.70 �, P1PF H_ +�� 40 15.1 a o a +� q N `7 j TRACT T PW�� `� F + O' O E" O" + tx x 14.57 MAC �GEMEN O,PERP�\oj \� +� 15.to a a a o a Q 510RMw EON F aSIN ` w/ vGN Ago �sr c'� -rPEI - CY)a OE 1 �O �' .0��5�� �� �,� °° \ \ \ \ \ \ \\ \,O�� P 35 Q�w���W o T ,.20 S e Pe - B 5 I \\ o ff C-� oo� rLo 15�� 2�' o 40 SPACES (PHA E 1)+ `� o a w S 15' / \ U Ln I r 15.25 MILL NG RO ID V FLE ORS T 54' O.C. Ln 9 80 4�0 \\ 9s 50 NP D 47 +� N \ \ \ \ '�. F0� ALCL OUTDDOR ORAA SP ES 14.9 OHO \ ^ ' 0 lk� �s 15.2 �' 5.1 0 14.90 15.15 - \� . w Qj �DFOR ENG\OSRo C0 S L I O� js} BE �' \` 20 Q \ \ \ \ \ \ \ \ \ \ \ \ \ \ 14. w ~ + P PNDSG�ORPGEPPN �\NK FENGE 14 g0 4 + �< ��+ 1 ��+ LC7:70 A S SP�E6SHGOVER pia269.77' Q O o W { GR 10 13.41 4 t.B Lv �r �o �L N 14 + 0 R 15. Pj� 54 �5\ B w I 32' �1! •4 O, oE�\NE `3 N s IS] + + W w M I 4�0 10 BE �' \ 15.3035 iS� 15.10 HP cO- 4s" O SP PGE 1IJ6 (TYP •i 0 �� ' 25j + \fj na0 15.25 15.25 0 15.30 �"" r� G�`b 15.15 w- N 2S' s P PS NC 1�3 REFLECTORS AT 48" O.C. (5'xOFFST FROM x 1�j• •-� W FfIC N �� C F�EGTOR PCES \NOEX # /r CB#3 9¢ ��' + 3 STORAGE AREA W/ 10' RADDII A1iff ERS 8c 25' RETURNS �oz= O co Y PNPSE�5165 \ O_ ; PPRK\N� P R F00 N N' 14.�5 4 ��j� /� r� � FOR TRAFFIC CONTROL L �� ® �mwd z N F.F• �� 5�R\PE NP 505 �� S 0 �g 14�5 1 A UPLAND �: U / 3 C\2 ^d' LO CDC)o� �P N �. PE BUFFER (TYP.) Q 40' P omaoQ �A Gr RAM ` 1485 14 g2NF' 5 S +\� OR GE TEs96 3 Cp �a OPHASE 13 �D D� rn OWN r315.00 O_' ,�y 0 C RKg,= LO , ENGED SpSE� CE L. 2 Cs _> _> w 14. 6 6 t .s + �, o Gj pP 126 F ENGv \NK FEN o EX. WETLAND C + / / x 14 �� + + , o % .��` 14 �5 50 X O BE p\N L _> _ _> + 15. 0 / / 4.90 / / / / / / / / 40 it Off' + ,� k F >; �o' YPRG,TN\GN FEpT�REVER TO REMAIN AS IS �•+ \� Wz127.9 0 � 8 PA ES P AS 1 \ p . 40 8 ��' {P W / 6 QOE o Go 4 w F ( ) 14�5 4 i5'p0 + W/ GP GROUN 1 25 25 0.90 ACRES Z5 + 1� ~Q� n 5 15 c 560 \N 15 15 ) / / / / / / / / / MIL ING GRO�JND OV R / 35 LO ® 15 4 �► 'S �? CO =C a C `M E WETLAND NOTES \\ �� 0: -�; REFLECTORS AT 54" O.C. / + f GCB 1 1475 \ 1` PGE 1537 ABOVE REGARDING �Q wFJ� 7P,FO ALL UTD ORS RAG SPA ES / + \� # 15. O PSG 5 1 5 PN SE 5 �• 2J N Oz o .i Q 15.25 0 �° / 4 P RK�N E° P PERMITTING AND �� I-Q »z= C� o HP/ 7 / � � / / f Q o p w m o r\ 1 .15 JURISDICTIONAL co: N k > o: 2 3.74' o c w �^� \ 22 `�' LINE VERIFICATION 20' + �' 15.10 3° 15.0 �, a m o e.r in. w u = O ��J cy �N(��' 2 N_ i�, m U PHASE 8 © HP w w I Uw �� 1O' 10 �° o -� �` \`1 5 5 .49' �N 1n PIPE I w=�^ <-c� 2 \ PIPE J # �- CB#10 w� Q w + \ + + � w �. CB 8 0 . �W _� o• 155 �� �N 4 4 �� VERIFIED u� ago �oz= w 14.90 15.10 �� 31.9' JURISDICTIONAL C 1 �mwa 5� cn p5 14g5 15.0 �`�',, + �� WETLAND LINE N o�'=- N 255' I 00 C� Uj ^j 15• v CO Ja. p \ \ PHASE ti ' E� UPLAND BUFFER �(� � Wi�w \ ' FUTURE SELF STORAGE \ 12 O� 16 VARYING WIDTH (TYP.) �_ ,, ° o\ BLDG. "E» ss„ , FIN. FL. EL.=15.4 d- �' 2� \� + �o, 1 PHAS 12 5 10- �� EX. CB 1�' �mz 35'255 29.96 N 40' + +7s 4 + _ -) TOP= 13.64' 15.25 1.10 4 - ��- 15.2 15.10 + 15.25 C 4 15.25 EX. W INV. = 7.40 �J 153 � + � � � '\• -� � 41 N N 15•35 5 4 4 C� EX. E INV. = 7.50 `� + \� o o GATE + 10 SQ. DUMPSTER \ > >> > Dr CO ®� �13`75.: �� AREA W/ 5 HIGH c,, N 00009 14 W 1036.49 �� L S" MASONRY WALL ON THR +10.37 Nr1 + 14g0 C 9 - _ SIDES W/ OPAQUE CHAI LINK GATES -- \'x EX. CURB 366.E \� EX. ASPHALT ROAD PIPE L 13'95 ASPHALT RO ��' PIPE N MATCH EX. 14.18 AIRPORT DRIVE WEST q� EDGE OF PVM'T �O \O �p �' 1 .80 13.84 100' R W `b� �` � �' \ Ilk 132.94' +h�' AIRPORT DRIVE WEST +�``EX. 19' OF 36" CC o,� � ��'� � 3S6 � \O�� �`� 15" CC 15" CC MATCH EX. �� 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 ' TOP- 13.55' ��` E.INV= 10.62' \p ' \\. EX. S.E. INV= 7.40 � 4.32 - E. I N V= 10.46 � EX. 15" CC -� POWER POLE EX. 15" CC LEGEND Q CURB INLET 1 W.INV= 11.91 , EX. 15" CC ADJ. PROPERTY TRAFFIC SIGN /D E. I N V= 9.57' W. I N V= 10.30 \ EX. 36 CC UNPLATTED HP HIGH POINT E. I N V= 10.18' W. I N V= 7.40' N .INV= 10.71 ' AIRPORT PROPERTY 14.2 EXISTING SPOT ELEVATION 0 WATER METER + E.INV= 7.50' S.INV= 10.39' ZONED: Al LIGHT POLE 15.0 PROPOSED SPOT ELEVATION PP EX. POWER POLE � TELEPHONE MANHOLE EOP EDGE OF PAVEMENT � SEWER MANHOLE WELL DRAINAGE FLOW CLEANOUT, TYPE UNKNOWN TRAFFIC FLOW SL 24" R1-1 STOP SIGN & 24" WIDE WHITE STOP BAR � VALVE 9 ELECTRIC BOX �= 400 W METAL HALOGEN ON 20' HIGH WOOD POLE 0 DRAINAGE MANHOLE 9 LOCATIONS 20 FIRE HYDRANT 6' HIGH CHAINED LINK FENCE 10 10/1/06 ADD PHASING INFORMATION & ADDITIONAL BUILDINGS 9 6/27/06 ADD FENCE ON SOUTH SIDE OF BLDG. F&G & RELOCATE INT. F- GUY ANCHOR JB TELEPHONE BOX �� 6' HIGH WOOD STOCKADE FENCE 8 10 20 05 ADD FENCE ON NORTH PROP. LINE & AIRPORT DR. WEST TO BE REMOVED AFTER BUILDINGS A-C CO 7 6 15 05 PER COMMENTS FROM ST. JOHNS l ��� 121 - SEBAC Ph. 11 E. S�Tlly P. I CH M AN AVE. \N EL. 32958 2) 589-8722 �L V �� T��� ���� �� STnQAGEi LLC S PLAN "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 o these documents se anyone is expressly prohibited without consent of Todd N. smith, P.E. pursuant P.E.the Federal Copyright Law." © 2004, TODD N. SMITH, P. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA ENGINEER f V THE LICENSED �` j q \ DRAWN TN S 6 6/6/05 PER COMMENTS FROM CITY OF SEB. DESIGNED TNS 5 5 17/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS 4 3/15/05 PER COMMENTS FROM CITY OF SEB. & ST. JOHNS CHECKED TN S 3 2/15/05 MODIFY NORTH VEHICULAR USE AREA DATE SEPT. 2006 2 2/9/05 ADOITIONAL SEPTIC INFORMATION ADDPHASED SCALE 1 = 40' 1 2/5/05 ADD SEPTIC FOR RV SEWER DISCHARGE N0. DATE DESCRIPTION SHEET 1 TODD N. SMITH P.E. #42082 REVISIONS 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 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 1: 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 SPACE/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 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 & 1 SPACE/200 SF OF OFFICE A. SPACES REQ'D FOR PHASE 2 = 100 X 1 SPACE/3,000 SF = 1 SPACE B. CUMULATIVE SPACES REQ'D FOR PHASE 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 OF ENTRANCE RD. AT THE SOUTH END OF THE PROPERTY.. CUMULATIVE AREA CALCULATIONS: 1. TOTAL PROPOSED BUILDING AREA = 1,060 SF = .3% 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 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 OFFICE A. SPACES REQ'D FOR PHASE 3 = 960 SF X 1 SPACE/200 SF = 5 SPACES B. CUMULATIVE SPACES REQ'D FOR PHASES 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 & S/W AREA = 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 1SPACE/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 AREA = 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/1000 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 PHASE 6: CONSTRUCTION OF 440 SF OFFICE AND LANDSCAPE STORAGE 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. DATE I DESCRIPTION I 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% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% CUMULATIVE AREA CALCULATIONS: 1. TOTAL PROPOSED BUILDING AREA = 10,960 SF = 3.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 135,203 SF = 38.7% 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 168,064 SF = 48.2% PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 3. TOTAL PROPOSED IMPERVIOUS AREA = 179,024 SF = 51.4% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 1 SPACE j200 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 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 1. TOTAL PROPOSED BUILDING AREA = 48,860 SF = 14.0% 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 145,118 SF = 41.6% PHASE 8: CONSTRUCTION OF 4,400 SF BUILDING F & G SELF STORAGE 3. TOTAL PROPOSED IMPERVIOUS AREA = 193,978 SF = 55.6% AND INCIDENTAL PARKING 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% CUMULATIVE AREA CALCULATIONS: 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 133,481 SF = 38.3% 1. TOTAL PROPOSED BUILDING AREA = 15,360 SF = 4.4% PARKING CALCULATIONS: BASED ON 1 SPACE/3000 SF SELF STORAGE 2. 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 SPACEFICE 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 1 SPACE/150 = 24 SPACES 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: 1. TOTAL PROPOSED BUILDING AREA = 16,260 SF = 4.7% PHASE EST. COMMENCEMENT DATE EST. COMPLETION DATE 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 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 BE NECESSARY DUE TO ECONOMIC FACTORS. 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 LOWER SEQUENTIAL PHASE DUE TO MARKET DEMANDS. 3. TOTAL PROPOSED IMPERVIOUS AREA = 186,184 SF = 53.4% SHOULD THIS BE NECESSARY, THE OWNER WILL PROVIDE THE CITY OF SEBASTIAN 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% GROWTH MANAGEMENT DEPARTMENT AN UPDATED PHASING SCHEDULE 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 WAREHOUSE + 1 SPACE/150 SF RETAIL 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 + 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 AND INCIDENTAL PARKING SPACES CUMULATIVE AREA CALCULATIONS: 1. TOTAL PROPOSED BUILDING AREA = 27,860 SF = 8.0% 2. TOTAL PROPOSED PAVEMENT & S/W AREA = 164,869 SF = 47.3% 3. TOTAL PROPOSED IMPERVIOUS AREA = 192,729 SF = 55.3% 4. TOTAL PROPOSED LAKE AREA = 21,250 SF = 6.1% 5. TOTAL PROPOSED OPEN AREA (EXCLUDING LAKE) = 134,730 SF = 38.6% 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 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 -ASE 12: CONSTRUCTION OF 10,200 SF SELF STORAGE BUILDING E AND INCIDENTAL PARKING SPACES CUMULATIVE AREA CALCULATIONS: 1. 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 3 0' EX. CB 13.55' 5" CC 7.40' 7.50' EX. 15" CC N.INV= 10.71' S.INV= 10.39' in' Qo r)I 1AADCTCr_) ADJ. PROPERTY UNPLATTED AIRPORT PROPERTY ZONED: Al �Q `\Q \Q . 15" CC W. I N V= 10.74' E. I N V= 10.6 2' 15" CC W.INV= 10.51' E. I N V= 10.46' PHASE 2e ADD T ONAL OUTDOOR STORAGE (STRRNG PLAN SCALE: 1 "=40' S E -B`-`I'i-1Ai A111LD\,_PL nU1' S IT 0 IA C;E. 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. SMITH, P.E. Z y �O �Q A4ZU, W �W C) 0, O > E" O W Z�D OEE--E- O Q.�DUI NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ENGINEER ,�) 11 Q. 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 CONC. APRON SLOPED 1" TC^r1 A iA 1 SAND. 4 0 5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO DEVELOPMENT. SLOE 6. PAVING SHALL BE IN ACCORDANCE WITH CITY OF SEBASTIAN ZONING ORDINANCES AND TO C 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 SE 4"0 INLET DRAIN W/ HINGED COVER ' + 23' ± PROPOSED SWALE SIDE BANK EL. = 12.2± PROFILE BEYOND CULVERT flI-III � 1 L /%\\ 2 /// FINISH GRADE AS PER PLAN \\ TYP. RIP -RAP SOIL -CEMENT BAGS 2 10. TE UNLESS NOTED O ALL CIOMPACT PARKING SPACESSHALLBE 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 BE USED AS VEHICULAR STORAGE AREAS AS SECTION VIEW O E RIP -RAP E N D W A PER PLAN UNTIL SUCH TIME THAT THE FUTURE BUILDING IS CONSTRUCTED. ALSO, WHEN FUTURE BUILDINGS /j DUI V P S TA T 0 H 0 O I� - U P ARE CONSTRUCTED, THE CONTRACTOR SHALL RE -GRADE THE AREAS UNDER THE BUILDING FOR A LEVEL SLAB N TS AT THE PROPOSED FIN. FL. HEIGHTS. ALSO, THE DRIVEWAYS IN FRONT OF THE BUILDINGS SHALL BE REGRADED N TS 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 --iAT 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 pER CO DER p�AN _3r IIUIY 4 59, Beveled Or Round Corners -- (C,6,J N > O Ln ;\ PLAN Concrete Slob, 3" Thick, Reinforced With WWF 6x6-WI.4xWl.4 MITERED END SECTION TOP VIEW -SINGLE PIPE N TS TYPE A' TYPE B' TYPE '4 ' JOINT JOINT JOINT Yv 71 PLAN TYPE A' TYPE B' 5' TYP/CAL TYPE :4 ' JOINT JOINT � �✓O/NT 20' - ELEVA TION NOTES• 1. SIDEWALK SHALL SE 4 ° THICK EXCEPT //V DR/Vf`HA YS WHERE THE THICKNESS SHALL BE 6" 2. SUBGRADE BELOW SIDEWALK SHALL BE A MIN. L.B.R. 40 COMPACTED TO 989 OF MAX. DENSITY PER A. A. S. H. T.O. T-180. 3. CONCRETE STRENGTH SHALL BE MIN. 3000 PSI ® 28 DA YS. WASTEWATER DATA A. WASTEWATER FLOW FOR ACCESSORY ❑FFICE 12" 18" $250 FINE 6„ FLA. STATUE 316.1957 NOTES.• 1. ALL LETTERS ARE 1" SERIES C" PER M.U.T.C.D 2. TOP POR77ON OF SIGN SHALL HA tE REFLECTOR/ZED (ENGINEERING GRADE) BLUE BACKGROUND WITH W117E REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF S16YV SHALL HA lE A REFLECTORIZED (ENGINEERING GRADE) WH17E BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. A RNE NOnRCATOW SIGN SHALL HA VE A REFLECTORIZED (ENGINEERING GRADE) WH17F BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 5 ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLA77ON HEIGHT OF SIGN SHALL BE /N ACCORDANCE W77H SEC77CN 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M.U.T.C.D.) (7' CLEARANCE) HANDICAP PARKING SIGMA GE = 15 GAL/100 SF X 960 SF = 144 GPD B: REQUIRED SEPTIC TANK = 900 GALLONS 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: [h 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 ROAD CONSTRUCTION AHEAD 11 � 11 J ad n ea:. S: `,if •::: 1/HI TEE PAIN T HA lVDICA PPED PA VEMEV T S KUHOL DE TA l� 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 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 TYP: WEIR PER 2 FACES OF STRUCTURE FOR TOTAL WEIR LENGTH = 23' I ,D WHEELCHAIR RAMP (TYP) SIGN No. F. T.P. - 25 (TYP) W Q 12' 12' HANDICAPPED SPA CE S TRIPINC DE TA IL_ N. T. S. ROAD CONSTRUCTION AHEAD 200' 200' 400' CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS J OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREA LESS THAN 200' DOWNSTREAM FROM INTERSECTION, FOR l A PERIOD OF MORE THAN 60 MINUTES. ROAD CONSTRUCTION AHEAD 200' 400' D ) CONDITIONS c� WHERE ANY VEHICLE, EQUIPMENT, WORKERS a ♦. a- - .. :�..., a... dl�d ��THEIR ACTIVITIES ENCROACH ON THE ' /¢'%� D' �`` °''` 1 4'R e''` 8 I or Are PAVEMENT REQUIRING THE CLOSURE OF ONE I TRAFFIC LANE, FOR WORK AREA 200' ORMORE 4 a: off.:a 400' 200 50' DOWNSTREAM FROM INTERSECTION, FOR A PERIOD OF MORE THAN 60 MINUTES. 200 4 V ca;E More Than 200' `. ROAD 1 2" PREMOLDED EXPANSION .VA(T MA TERIAL -YPE '4 ' JOIN T 4' CONCRETF SL OPE 1/8' _ 1/4 " UNLESS SIDEWALK OTHERWSE NOTED WHEN PA VEMENT ABUT' RAISED SIDEWALK PRO14DE 8" DEEP GRASS FIN. GRADE BY 6" WIDE THICKENED EDGE A r SIDEWALK EDGE (NOT RED AWHEN ¢ = S/W IS FLUSH WITH PAVEMENT)?-.'"''' -I I F- PA t/EMENT :: e:: SUBGRADE I =1 SECTION SIDEWALK DETAILS 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 DEP- 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 TYPE 'B' JOINT TABLE OF SIDEWALK JOINTS T =T L OCA TION 20 FEET CENTER TO CENTER ON SIDEWALKS. P. C AND P. T OF CUR DES. - ✓UNCTION OF EXISTING AND NEW SIDEWALKS WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS. AND SIMILAR STRUCTURES. _= 5 FEET CENTER TO CENTER ON SIDEWALKS. TODD N. SMITH, P. E. 121 HINCHMAN AVE. Si=BASTIAN, FL. 32958 ='h. (772) 589-8722 CONSTHRUCTION AEAD LEFT GENERAL NOTES 1. Work operations shall be confined to one travel lane, leaving 7. The ROAD CONSTRUCTION AHEAD and FLAGGER signs shall have a 18" x 18" (min.) orange flag and a Type B light attached the opposing travel lane open to traffic. and operating Aerating at all times. ® Work Area 2. All vehicles, equipment, workers (except faggers) and their Mesh signs may be used for (Daylight Only) operations activities are restricted at all times to one side of the pavement. Type B Lights and Orange Flags are not required. 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. 8 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 mar ings. pavement 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. TRAFFIC CONTROL THROUGH WORK ZONES TT" Flogger P"HILIPSON OUTSIDE VEHIC'LE S T 0 IrR, A G _F__'T A t L S SITE D P ' n1 iu ti � TOP EL, = 14� 14.60, BOTTOM EL. = 11.5 r4'1' 6" 3'1' 6' 6' WIDE ALUM, SKIMMER • �2 3/4' a TO EL: = \14 S� 14,60 BOTTOM EL, = i313:43 TYP, ❑N 2 FACES OF A. STRUCTURE iu °.. ° . 12"0 N-12 ADS PLAN INV. 1 11.86 23' TOTAL WEIR LENGTH INV, T3:6$ 13.70-� 3 1/4' BLEEDER INV:=11.8 EX: PRECAST TYPE 'C" CATCH BASIN TOP EL.=-1'4;5-5_14,60 EX: ALUM. SKIMMER W/ S❑LID PLATE TOP EX, 12'0 N-12 ADS INV:i $ 11,86 EX. 12' SQ: ❑PENING FILLED WITH 1' DRAINFIELD ROCK W/ FILTER FABRIC OVER ❑PENING SECTI❑N 1-1 ❑UTEAUU STRUCTURE -INISH GRADE NOT TO SCALE C=4'1'; E=5'6' 6" C=3'1"; E=4'6' 6" SEE PLAN FOR PIPE SIZES AND INVERTS ° ' TRAFFIC BEARING & BICYCLE SAFE .e E GRATE 4. 4 .. . - a 4 •° PRECAST TYPE 'C' OR 'E' CATCH BASIN AS PER PLAN PIPE AS PER PLAN ' 12' SQ: ❑PENING FILLED WITH V 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 copyright of Todd N. Smith, P.E. Is vested ORIGINAL RAISED SEAL O F A FLORIDA DESIGNED T N S solely TodP.E. d N. Smith, these documents are provided to the owner LICENSED ENGINEER solely In connection with this project, Any other use or reuse of these T� CHECKED I I V ' documents or any reproduction, disptay, sate, or other disposition of these documents by anyone is expresslyprohibited DATE DEC, 2004 SCALE A S SHOWN without consent of Tod Smith, RE pursuant to the Federadl N Copyright Law.' © 2004, TDDD N, SMITH, P.E. SHEET 4 TODD N, SMITH, P.E. #42082 25' UPLAND BUFFER TO REMAIN UNDISTURBED .-- - --T-. irr I^ MnAA\-/ATCD TPArT (G/TTITH VARIES) SECTI❑N A -A NOT TO SCALE DRY ST❑RMWATER TRACT WIDTH VARIES z J 14' VARIES �, 8' z MATCH EX. GRADE AT EXT. EDGE OF FULLY FULLY UPLAND BUFFER. SOD SOD SILT g 14 FENCE 11 & _ I _ 12.55 =111 _III -J1 1�IIi =111 �4 4 MAX, 4 PROPOSED GRADE NOTE; SEE PLAN VIEW FOR EX, GRADES IN STERMWATER TRACT AREA SECTI❑N 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.O.W. NOT TO SCALE 4 11 /26/06 ADD AS -BUILT INFORMATION 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 [- REVISIONS 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 28' J 12' UPLAND BUFFER TO REMAIN EXI ROAD \ 18' LJ UNDISTURBED z J w MATCH EX. GRADE Ld z AT EXT, EDGE OF EX. GRADE U UPLAND BUFFER. �1x SILT Ng. I� FENCE 14. _ I - � _II i =11 t 4 MAX, 1 PROPOSED GRADE 4 FULLY SOD SECTI❑N C-C- NOT TO SCALE 5' I14WINF❑RCED CONCRETE Q = 3,000 P.S.I. W/ SAW CUTS WITHIN 24 HRS. OF PLACEMENT e 20' O.C. EACH WAY 6' SUB -GRADE STABILIZED TO F,B,V, OF 50 P.S.I„ COMPACTED TO A MIN. OF 98Z OF MAX. DENSITY PER AASHT❑ T-180 CONCRETE PAVEMENT ALTERNATE IN R;❑,W, NOT TO SCALE W z H J J VARIES FROM z 23,18' TO 27.13' z UPLAND BUFFER TO REMAIN 3 UNDISTURBED J z ❑ MATCH EX. GRADI Q AT EXT. EDGE 01 v, UPLAND BUFFER. 12' LANDSCAPE MATERIAL STORAGE AREA 50 PROPOSED GRADE SILT FENCE fix. _III _II i =11 I 4 MAX. 4 �X, GRADE MIN. 3' TOP MIXED WITH (N❑ MORE TI INSTALLED REQUIREMEN COMPACT TE 6' Sl OF 5 OF 9 T-18( FULLY SOD SECTION E-E- NOT TO SCALE 15' UPLAND BUFFER TO REMAIN UNDISTURBED MATCH EX. GRADI AT EXT, EDGE 01 UPLAND BUFFER. 16,5' INT RNAL RDAD 12' W J W I- z W U Q SILT FENCE ti��0 NNgO 2's 1 11L-Ill =III 4 MAX. 4 EX. GRADE FULLY R❑P❑SED GRADE SOD SECTI❑N D-D- NOT TO SCALE TYP, SEMI-IMPCRVI❑US PAVEMENT FOR ❑N-SITE IMPROVEMENTS. NOT TO SCALE 4 W z ry W CL 0 50' LANDSCAPE BUFFER BUILDING \ 'A' 40' MATCH EX, GRADE AT FROM BANK FULLY TO PROP. LINE SOD PROPOSED FIN, FL. = 15,4 5� O 1h ----- _jl-� 4 MAX. tix� �10 : X. GRADE ,1!o Isx SECTION F F TO SCALE LECATIEN MAP NOT TO SCALE CATCH BASIN SCHEDULE MARK TYPE TOP EL. INVERTS C B 1 C 'F4­14.7 2 N =1-27�11.98 C B 2 C -1#-6- 14.6 7 S 11.7 4, W 11.7 2 C B 3 C 14. 71 W=1-2-7G _ 12.0 4 C B 4 C -1-4 6. 14.6 3 N& S =-19-. 9.8 0 C B 5 C -12-55- 12.54 S =9�� 9.9 CB6 C 14.70 S 11.67 C B 7 C 14.6 8 N= 11.3 S=1-�11.2 C B 8 C 44. 6r5-14.74 N= 11. 3 7, S 11.15 C B 9 C 12.6 N =-9 9- 9.9 CB10 C 4.68 S 11.68 CB11 E -1-57G-15.1 E & NW=1� 8.4 SEE NOTE 2 C B 12 E -12. 6 4 W= 8-6-0- 8.7 SEE NOTE 3 C B 13 C T2-5-5-12.7 5 N I N V 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 =-f2:-9�11.98) N= 11.74 B 15 " 8 4' W=10.5 0, E =T1- 7-9- 11. 7 2 -PIPE PIPE C 12 84' W=10.50, E=19_12.04 PIPE D 24" 110' S=S-7-5- 9.88, N=` $z2 9.85 PIPE E 24" 10 7' N9A` 9.9 , S 9.8 PIPE F 127' 101' SE=1 11.85, NE=-TT� 11.70 W/ MITERED END PIPE C 187, 163' N=11-&,`-,- 11.67, S=�T �.11.3 PIPE H 24 165' N=t+-.4-5_11.2, S=J'-q-�9.9 PIPE 1 18" 159' N 11.68, S-11 --3-5--11.37 PIPE J 24" 16 2' N =T-�- 11.15, S=-9� 9.9 PIPE K 36" 298' W=8. 8.4, E=8�. 8.7 PIPE L 15 77' N=ItO-�10.42, S=M-.�10.30 W MITERED ENDS PIPE M 12 54' W=-Z---5-12.49, E= 12.35 W MITERED ENDS PIPE N 12" 50' 5=1-2 12.42, N=T2--2-5L- 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. TODD N. SMITH, P.E. � PHILIPSON OUTSIDE VEHIC"LE STO-`�'A"E 121 HWCHMAN AVE. SEBASTIAN, FL. 32958 T � D � T A I L S Ph. (772) 589-8722 1 NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS 'Title to all documents which bear the ORIGINAL RAISED SEAL E F A FLORIDA T N S copyright of Todd N, Smith, P.E. is vested DESIGNED 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, t' J DATE DEC. 2004 sale, or other disposition of these documents by anyone is expressly prohibited without consent of Todd N. SCALE A S SHOWN Smith, P.E. pursuant to the Federal Copyright Law,' OC 2004, TODD N. SMITH, P.E. SHEET 5 TODD N, SMITH, P,E, #42082 I>< )0' q 0 SOD AND RE -GRADE ROSELAND RD R.O.W SWALE AS NECESSARY TO DIRECT EX. SWALE TO EX. CROSS PIPE UNDER ROSELAND OWNSTRE M OF RIP AND NEW EINSTALLED RAP HEADW IMMEDIATELY D O i 12„ ASPHALT ROAD CONTROL STRUCTURE s 04°4702" E J005.30' 12"C (SEE DETAIL) „ CD12"C 12"C 12 C 10" ° SITE CORNERO LL CLEAR ZONE 8" ` o ° �o 8 14»_J 8 ° �4 8 8" ..... __j_� t . ° 0 t ;17't� 14 'i`� 12 12 12' „ 1 �„ 14 6 ' 2" ! ° 8 ° �� _ ------ - ------ ❑ i W r f.r D � M nl Q - A( / 10 10' � 10 „ � A 14" 10"-> w \ L \AOO 101, 12„ ° o ->10„ 8' J -+ TEs9b 0 14" 8" Q EX. WETLAND 12„ ` i C0 C — J� TO REMAIN AS IS 8" �z W cc cc cc — ` ;Z1 AOO (0.90 ACRES _> ~� cc , 4 SEE WETLAND NO LS �W ON SH. I REGARDING �a \CA PERMITTING AND I oQ \ \ JURISDICTIONAL 7> ' \ LINE VERIFICATI o8 \ i 4 4 4 _> V 7) 14„ 12 j" \ 4 6„ 2„ 7> _> _> 18" 12" 8" 4„ 8 12" 0„ 6" G TE ° 16" _> " Z ° „ 12 cn N 00°09'14" W 1030.49' V� 12�' 6 lo" CD -- - y 14 `T 1� 6 8„ L10„O - - -- - 14C 1 7 «1 W _ 10„ o ° I 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 8 10/1/06 REVISED PER PHASED SITE 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 DESCRIPTION LANDSCAPE LEGEND C� 0 6„ 6„ _ - 6,> 6,> 8„ 11 ° Vv 8" , - Iv � 10 ° ° 6' ° 12" 4 t� 16" ° ° 10" 0 4 �;u a 0 N 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. <ry - 10 6" 4» I I_ (0 8 0 8 ' 8" PINE TREE (SIZE NOTED) TO REMAIN OAK TREE (SIZE NOTED) TO REMAIN MAPLE TREE TO REMAIN SHRUBS EUGENIA STOPPERS OR SEAGRAPE SHRUBS (30" O.C.) SHRUBS EQUIVALENT TO 30" O.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. Q PLANTING WAX MYRTLE AND ILEX (HOLLY) MIX (97 TOTAL) TODD N. SMITH, P.E. SEL")ASTIAN AI]A7']P01--�"T ST0J1LR',A(___T'E, LLC 721 HWCHMAN AVE. SEBASTIAN, FL. 32958 L A N D SC APE PLAN Ph. (772) 589-8722 101, �v 10" I 10" 8,> Z �o0O �cil Uq r4 W 0 0. o E- oa~ f14 10' z Hew Q�D o�> oQ. \ N w� d 6" \I LO w LO O 0 \ cc a �I C/) 40' 10" 6 "M --Nl- 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. "Title NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS to all documents which bear the of Todd N. Smith, P.E. is vested ORIGINALcopyright RAISED SEAL OF A FLORIDA LICENSED solely in Todd N. Smith, P.E. these documents are provided to the owner solely DESIGNED TN SENGINEER CHECKED TN S in connection with this project. .Any other use or reuse of these documents or any reproduction, display, sale, or other DATE DEC 2004 disposition these documents anyone is expressly �Q prohibited without consent nt of Todd N. Smith, P.E. pursuant to the Federal Copyright Law." \ , SCALE = 40 © 2004, TODD N. SMITH, P.E. SHEET 6 TODD N. SMITH, P.E. #42082 140'-0' 10'x2o' II 10'x20' W'x10' 10'x10' 10'x10' 10'x10' 30'40' 10'x10' 10'x10' 10'x10' 10'x10' 10'x10' LEO N LEO xt0' Ex QD ❑DEM LM 5'x5'FQ 5'x5' 10'x15' 10'x15' 10'x15' ® 'x5' © © © 0 © 5 x5 50 50 10'x10' WAD, 10'x10' 10'x10' UNIT 5'x5' 0 5'X5' 0 10'45' 10'x15' lo'xls' 10'x15' 10'x1o' 10'x10' 10'x1o' laxla 1ax10' 5'xs' a ©° o 0 o W 91 o 0 0 W 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 FD 3'-8" x 7' INTERIOR STEEL ROLL —UP DE 3'-6" x 8' EXTERIOR STEEL ROLL —UP RIGHT ELEVATION BLDGS. A-C SCALE: 3/32" = 1' 9'4' EAVE HEIGHT LEFT ELEVATION BLDGS. A—C SCALE: 3/32" = 1' 10'x2o' I 10'x2o' 11 10'x20' 11 lo'x2o' 11 lo'x2o' 11 10'x20' 10'x10' 10'40' 101x1a 10'x10' 10'x10' M•xa' 10'x10' 10'x10' 10'x10' © © © © © © © © © © © © © 0 1o•x2o' 5'xs' 5'xs' 0 0 © © © © © © ❑D ® ❑D 0 ❑❑D 5'x10' S'xlo' TxIO' TxIO' 5'x10' 5'x10' 5'x10' 5'x10' S'x5' S'x5' S'x5' 5'xS' S'x5' S'x5' S'x10' 5'x10' 5'x10' C _ 10'x10' 10'x10' 1o'x10' 10'x10' 10'x10' 10'x10' 10'x10' 1o'x10' 10'x10' to, to, 10'x10' 10'x10' 10'x10' SO'x10' 0 0 0 5'x10' 5'x10' TAW 5'x10' ® © © © © © © © ❑ 10'x20' W 10'x20' o 5'x5' 5'x5' 0 © 10'x20' o 10'x20' IN 1 [_sxa 1(rxW 10'x20' 101x20' 10'x20' 1ax201 10112o' W W 11 o W IN 0 5'x5' ❑D ©0 ©oFC] ©o Go 0 0 s'xs' 10'x20' 10'x20' 5'x5' 10'x15' 10'x15' 10'x15' 10'xl5' 10'45' 10'x15' 10'45' © 10'x15' 10'x15' 10'45' l0'x1o' 10'x10' 10'x10' 1o'x10' 5'x5' o W W ® o W ® IN Loi ®© o 0 0 0 FLOOR PLAN BUILDINGS A, B, & C SCALE: 3/32" = 1' VIM, VxW 1o."M. 10'x20' 1ax2o' W'x20' 10'x2a 10112o• 1ox2a VX20' I 10•x2a 10•x2a 1o•x20' 1ax20' 10'x20• 10'x2a o W W o W o 0 o W o o W W o 0 0 STANDING SEAM METAL ROOF (TYP.) SLOPED 1/4" PER FOOT AACTAI CMIKI(' (T'VD l FLOOR PLAN BUILDINGS F & G SCALE: 3/32" = 1' jwmwilwei:e����I�e1�� FRONT ELEVATION BLDG. F & G SCALF: 3/32" = 1' REAR ELEVATION BLDG. F & G SCALE: 3/32" = 1' q W _4 J U Q RIGHT ELEVATION BLDG. G SCALE: 3/32" = 1' 9'4" EAVE HEIGHT LEFT ELEVATION BLDG F SCALE: 3/32" NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS SEBASTIAN AIRPORT STORAGE, LLC 'Title tc all documents which bear theORIGINAL RAISED SEAL OF A FLORIDA LICENSED�T SMITH, p �j copyright of Todd N. Smith, P.E. Is vested DESIGNED TN S T ®� 1 . 1 JJ o solely n Todd N. Smith, P.E. these ENGINEER 1� documents are provided to the owner solely In connection with this project. CHECKED TN S 121 H I N C H M A N AVE. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these 1 DATE MARCH 2O05 1 10/6/06 REVISE BUILDING DIMENSIONS PER SITE PLAN SEBASTIAN, FL. 32958 j "� documents by anyone Is expressly V NO. DATE DESCRIPTION P h . (7 7 2) 5 8 9 — 8 7 2 2 PLAN Q /o \ / prohibited without consent of Todd N.sCmEAS SHOWN FLOOR (V�/� \`// Smith, P.E. pursuant to the Federal �2004, t LawN SHEET S 1 2004, TDDD N. SMITH, P.E. J I TODD N. SMITH, P.E. #42082 SCALE: 3/32" = 1' O as 4 FRONT ELEVATION J = SCALE: 3/32" = 1' U Q REAR ELEVATION SCALE: 3/32" = 1' ------------ 9'4" EAVE HEIGHT 0 RIGHT ELEVATION BLDG. E SCALE: 3/32" -------------- 0 LEFT ELEVATION BLDG. E SCALE: 3/32" = 1' 1 10/6/06 1 REVISE BUILDING DIMENSIONS PER SITE PLAN NO. I DATE I DESCRIPTION 135-0' W'xp' W MI W'XIO• 10'X10• W'XIO' Wxta W'Xp' 101Xxr W'x10' 10'X1a taxW SxW' SXp' SXp' SXp' Sx101 © © © ® SXp' 6x1a SXV 101X1o' 10'xv W'XW' W'X1a &Xb• W'xl6' 10'XIS W'x16' 10•x16 101KW 101xv SX10' 0 W'x2o' 101W 10'x20' W'xW W'x1s W'x16' 101x1S 1axV W'x10' 70'x1 1axW' JWX10, W xia sxs a 11 ® 11 o 1a a 11 a 110 a o a a o o a TYP. EVE HEIGHT OF INTERIOR FACE FACES A—G 9'-4" STANDING SEAM METAL ROOF (TYP.)-----` AdFTAI Clnimr, (TvD 10'-0' sx10' W'x1a W'x1o' 101x1o• W'xW W'xto' laxly W'xw' 101=1 101X101 SxW SX101 SX10' Sxw• SXIO' S'x10' 101XI01 o a © © © © © © © © ®EJ a a ® o a a ® ® © 6XI0' S'x10' Sxa' SXIO' Sx1o' 1axW' 101X10' 10 Xto' 101X101 10•X16 WXW Wx1S 11,.E Wes, Sx10' 10'X20' 10'X20' 10•X20' 10`x20' WxW W'XI& 101xi6' W X16' 10'xt0' W'x10' 101x10' W'xl0' 10'X10' s•xs 0 0 0 0 ® a o a a a o ® o 0 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' rLUUr-\ I-'LHIN LJUIWIINy�) L SCALE: 3/32" = 1 STANDING SEAM METAL ROOF (TYP.)--` PFAK HFIf;HT AT 1 n'—S2" FRONT ELEVATION BLDG. E AAFTAI CInINr (TYD) CrAI F• 7 /77" — 1' REAR ELEVATION BLDG. E SCALE: 3/32" = 1' NOT VALID WITHOUT THE SIGNATURE AND THE DRAWN TNS oplyrighte to aolf Todd N. Smith, the ORIGINAL RAISED SEAL OF A FLORIDA LICENSED T 0 D D N. SMITH, P . E. solely In Todd N. Smith, P.E. these ENGINEER DESIGNED TN S SEBASTIA.N. AIRPORT STORAGP __J LLC . lelyeIn are provided to the owner solely In connection with this project. CHECKED TN S 121 H I N C H M A N AVE. ' Any other use or reuse of these documents or any reproduction, display, -- SEBASTIAN, FL. 32958 -- DATE sale, or other disposition of these 1 documents by anyone Is expressly \ P (7 7 2) 5 8 9- 8 7 2 2 MARCH 2O05 prohibited without consent of Todd N. ` Smith, P.E. pursuant to the Federal I SCALEAS S FLOOR POppyright LAN SHOWN ELEVATIONS 2004, TDDD N. SMITH, P.E. TODD N. SMITH, P.E. #42082 SHEET S 2 a RIGHT ELEVATION BLDG. D SCALE: 3/32" = 1' 10 LEFT ELEVATION BLDG. D SCALE: 3/32" = 1' RIGHT ELEVATION BLDG. H SCALE: 3/32" = 1' I O LEFT ELEVATION BLDG. H SCALE: 3/32" = 1' 9'4 EAVE HEIGHT 4" EAVE HEIGHT 1'4" EAVE HEIGHT 9'4" EAVE HEIGHT _REAR EAST ELEVATION PHASE 5 SCALE: 1 /8"=1 ' WEST FRONT ELI SCALE: 1 /8"=1 ' 1 10/6/06 I REVISE BLD'G DIMENSIONS & ADDITIONAL BD'GS PER SITE PLAN I NO. DATE DESCRIPTION 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 REAR NORTH ELEVATION PHASE 9 SCALE: 1 /8" = 1' 10'6" PEAK ROOF HEIGHT N PHASE 5 TODD N. SMITH, P. E. 121 HINCHMAN AVE. SEBASTIAN, FL. 32958 Ph. (772) 589-8722 9'4" EAVE HEIGHT WEST SIDE ELEVATION PHASE 9 SCALE: 1 /8" = 1' EAST SIDE ELEVATION PHASE 9 SCALE: 1 /8" = 1' 9'4" EAVE HEIGHT NORTH SIDE ELEVATION PHASE 5 SCALE: 1/8"=1' SOUTH SIDE ELEVATION PHASE 5 SCALE: 1 /8"=1 ' -4" 3'0"X6'8" OFFICE in 9'X7' ROLL -UP 3'0"X6'8" FLOOR PLAN PHASE 6 SCALE: 9'4" EAVE HEIGHT REAR ELEVATION KAYAK RENTAL PHASE 7 SCALE: 1/8" 1' SEBASTIAN AIRPORT STORAGE, LLC FLOOR PLAN & ELEVATIONS 10'2" PEAK ROOF HEIGHT FRONT SOUTH ELEVATION PHAS SCALE: 1 /8"=1 ' 9'4" EAVE HEIGHT 6 WEST SIDE ELEVATION PHASE 6 SCALE: 1 8 =1 REAR NORTH ELEVATION PHASE 6 EAST SIDE ELEVATION PHASE 6 SCALE: 1 /8"=1 ' SCALE: 1 /8"=1 ' 14' EAVE HEIGHT 42'-0" FLOOR PLAN KAYAK RENTAL PHASE 7 SCALE: 1 /8" = 1' ■ FRONT ELEVATION KAYAK RENTAL PHASE 7 SCALE: 1 /8" = 1' NORTH SIDE ELEVATION KAYAK RENTAL PHASE 7 SCALE: 1 /8" = 1' '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 pro ect. Any other use or reuse of these documents or any reproduction, display, sate, or other disposition of these documents by anyone Is expressly prohibited without consent of Todd N. Smith, P.E. pursuant to the Federal Oppyright Law.' 2004, TODD N. SMITH, P.E. 14' EAVE HEIGHT ROOF PEAK HEIGHT 20'8" SOUTH SIDE ELEVATION KAYAK RENTAL PHASE 7 SCALE: 1 /8" = 1' NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ENGINEER 6 Ln 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