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HomeMy WebLinkAbout8889 Astronaut Blvd. - CAB Meeting (2004) Conceptual Plans - Information CenterCITY OF CAPE CANAVERAL DOCUMENT COVER SHEET BOX #: 5 Item 415 — 8889 Astronaut Blvd. 4 large format plan - CAB meeting (2004) Conceptual Plans — Information Center UPON 1tETURN OF PAPER ORIGINALS FROM MCCI, add to rile name: A 1 1 7 1 1 1 1 303.58' BUILDING TIE 303.58' BUILDING TIE EX. GRASS OWNER OF RECORD: ofCEVESCO"_ PROPOSED WET DETENTION AREA CONST. 6' HIGH CHAIN LINK FENCE AT T.O.B. OF RETENTION AREA (TYP.) 7 ZONED C--1 5 TYP. FUTURE DEVELOPMENT 1' ATE SITE PLAN REQUIRED) TYP (SEPAR J 0- (3 _U L zO O t - U (n w n oe LO 3v Joe oeQ N W z OQ U (n 5' WIDE CONCRETE R, SIDEWALK `n 330.00' 3S• 0 •_ - - c • � ENT C)M 2 u7 INGRESS/EGRESS EASEMENT o S53.1531"W © C° (TO BE PROVIDED BY DEVELOPER) N VVV LJ_ 553'15'31"W 38.00' w� 0 25.50' 5• z P'VM TYP 00 w 0 ® v _J 0 PAVEMENT - N Requited Fronk (24th St) E © —► 12' i 75' PVM T P'VM TYP 00 w 12' ® v _J CONC PAVEMENT - LU Requited Fronk (24th St) E © —► 0 i 75' PVM T J F•F•E do 9,;> (TYP{CAL) � J O OD 7.08 U) � a- X N J.� r -- o DUMPSTER ENCLOSURE 8.8`3 14.92' 'SQ diL Q J� SEE DETAIL 40.00' �A SHEET 7 40.00' _.------T 10. 0' 13.42 0 ��Q�' PROPOSED LANDSCAPE O 6" CONCRETE CURB C� J 10.00': ISLAND `r (TYPICAL) 5.00' 188.00' M 0 N O N K I � z z w 5000, N w L 6" CONCRETE - 4.5' a Q a- ------ CURB (TYPICAL) - � J F °w (.)L °- o_ Li - o YP rn U v . z TYP. o0 F_ n "� n N 0 0 U w TYP. _ U DO E TYP. - 158.42' N CK' n Y _ WED iU J 38.00' �°-of BLDG. `n TIE z W bi a O Fa U 2140 N F N W 0 14.92' 19.50' ,)-,o v J 0 iOn N 5' O ` TYP TYP , {ID 0 ° ,I HaZCq TYP. O o -� O O z 5. _ 20' 40' x � Q0 TYP. TYP TYP o CU In� a_ ri CO *' �. O v , nW F- 4 - ao `Lo (n v 8 Q to I w CANOPY O ° F - p0-) 64.42' 0_ cL� • 24.50' 15.00' Q 9 CO F H Q v=i o 00C3� aro r ON o I N v a -0U a0 o a �tcn 3' Q O .J (� i w Q o a Q1 0.5' ..- oo' 6 G D � � v `� TYP 5• W 1 Q:OQ': ;n !A 0- 0 ry 64.42' 0— Lr �• c w CANOPY00 M O cn N 38.00' 158.42' L_ � - ` �- TAPER (9 BLDG. TIE b £+}RB---- V) N 20 _ I 40' 10. Do, - TYP TYP ° 0 — 014.92' 19.50' o^ M 00 5 TYP TYP - a J U Q TYP. `0U NO GATE 0.5'- CL TYP o o N z W Q E z U U 5' :' Vn J i- v z p °� a w 00 Ld W 0 0 o w 0— [m I, S53°15'31 "W— -i w w a Q o 25 50' —� C7 w0 '. 0' w 0_ U rn i zo 9 ~ � 44.00' 50.00' U � m w w Q m z o a E '0' ~� �3 F O ❑ ❑ ❑ 'n � cn $ Q U LO N o m PAY TELEPHONES 17.51' •' N z a n / 1 1 S53 31 "W 88.00' 1 . g LTJ z T, 0 Ld 0 X Li //--)0 00 w 12' IVE57: C-1 Building coverage. 159 SF*. 0.0038 AC. LU Requited Fronk (24th St) 25' Z 0 i 75' PVM T J ADIUS 9,;> � J O U) � X t z_ n M I— LLJ U� Ld 0 _ W U) U) W OW 0- V) O ()!� V) 0 z fy 0 O Q U 0 0 z:�i �1 L>_J z_ J z I-- J 0 U Q J � O V) X X LTJ Ld M_ J w VICINITY MAP I v wt,UH UtP\u" SURM oR'S OESO'RIPTJON: A PARCEL OF LAND LYING IN SECTION 15, TOWNSHIP 24 SOUTH, RANGE 37 EAST, BREVARD COUNTY, FLORIDA AND BEING MORE FULLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH 3318.80 FEET OF SAID SECTION 15 WITH THE WESTERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 401, A 100.00 FOOT WIDE RIGHT-OF-WAY PER FLORIDA S.R.D. RIGHT-OF-WAY MAP SECTION 70080-2202; THENCE S.36'44'29wF_, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 819.62 FEET TO A POINT LYING 438.60 FEET NORTHWESTERLY, AS MEASURED ALONG SAID RIGHT-OF-WAY LINE, OF THE NORTHEAST CORNER OF THOSE LANDS AS RECORDED IN O.R. BOOK 3084, PAGE 2883 OF THE BREVARD COUNTY PUBLIC RECORDS, SAID POINT BEING THE POINT -OF -BEGINNING OF THE LANDS HEREIN DESCRIBED; THENCE CONTINUE S.38'44'290E., ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 435.60 FEE r TO SAID NORTHEAST CORNER OF SAID LANDS PER O.R. BOOK 3064, PAGE 2886; THENCE DEPARTING SAID RIGHT -Or -WAY LINE, S.6Y15'31*W., ALONG THE NORTH LINE OF SAID LANDS, A DISTANCE OF 500.00 FEET; THENCE DEPAR11NO SAID NORTH LINE. N. W+V29"W., PARALLEL WITH SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 435.60 FEEL; THENCE N.63'15'311., A DISTANCE OF 600.00 FEET TO THE POINT--OF-BEGINNING. CONTAINING 6.00 ACRES (217.800.00 SQUARE FEET). MORE OR LESS AND BEING SUBJECT TO ANY EASEMENTS AND/OR RIGHTS-OF-WAY OF RECORD. GENERAL STATEMENT.• The proposed developpment for the project aite shall be the construction of 8.83' X 18' Information Center Ratall SITE INFORMA770N. rawwn�a�Really, Ina Al, anyy/nearing, Inc. 1600 N. Atlantic Ave., Ste. 201 106 Dlxla Lone Cocoa Beach, FL. 32931 Cocoa Beach, FL. 32931 Telephone: (800) 946-4450 Telephone: 321)/83-7443 raw(414) 274-2728 Fox: (321)83-5902 Toning: C-1 Adjacent zoning: North: C-1 South: C-1 IVE57: C-1 Building coverage. 159 SF*. 0.0038 AC. Setbockx Requited Fronk (24th St) 25' lntarfor Size: 0 Rear: 26' *Maximum building height: 45' PARKIN _ T SUTAA Parking required: 10 (Racetroc) + 2 (Ratall-Inform. Canter) - 12 spaces Parking provided: 19 spaces 6MmmiiiIII -m-m-19 0 ! 0 EO 40 GRAPHIC SCALE ABeREVIA77ONS. WV WATER VALVE OHW OVERHEAD WIRE WPP WOOD POWER POLE 0.L CHAIN LINK MH MANHOLE INV. INVERT SS SANITARY SEWER UNE CONC. CONCRETE MB MAIL BOX CPP CONCRETE POWER POLE GV GAS VALVE WY WATER METER F. F. FINISHED FLOOR a- 8"ATTON PLS PROFMIOAAL LAND SURVEYOR SQ SQUARE COL COLUMN GA GUY ANCHOR NPS NO PARKING SIGN FGP FENCE GATE POST C.B. CONCRETE BLOCK NGVD NA170ML GEODETIC VERTICAL DATUM WP WOOD POST C.B.S. CONCRETE BLOCK STRUCTURE EO ELECTRIC OUTLET USE, HOUSE HB HOSE BIB DX DGWMETER MLP METAL LIGHT POLE GL GROUND LIGHT PL PLANTER NIP NORFOLK ISLAND PINE CO CLEANOUT VCP VIMInED CLAY PIPE MEL. MEIALEUC,A PVC POLYVINYL CHLORIDE EM ELECTRIC METER CL CLUSTER TW. TWIN TR. TRIPLE OHE OVERHEAD ELECTRIC LB LAND SURVEYING BUSINESS SLS SPEED LIMIT SIGN BLDG. BUILDING SH SPRINKLER HEAD p EX. GRASS n\/C0AI I FIITrl11 AF) A /nAi i`iT r-\ A/ A A- - - i - AREA TO REMAIN UNDISTURBED PROPOSE 1/2-N PORTABLE WATER CONNECTION z - VICINITY MAP BANANA RIVER NS. R. 401 NORTH N.T.S. PORT C AVE r L S.R. 520 MULLET RD. GLEN CHEEK DR. TO MERRITT ISLAND GEORGE KING BLVD. EBERWEIN RD. 1 SITE BANANA RIVER PROJECT J � Z ci v Q Q TO COCOA BEACH LEGEND —SS — SANITARY SEWER LINE 6"W remL WATERLINE & SIZE UTILITY POLE & LIGHT UTILITY POLE & GUY ANCHOR OVERHEAD UTILITY LINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING GROUND CONTOUR 7.2 PROPOSED GROUND CONTOUR DRAINAGE SCHEDULE REFERENCE NUMBER 13 UTILITIES SCHEDULE REFERENCE NUMBER 98' 0 0.41% INVERTED CROWN DISTANCE AND SLOPE DIRECTION EXISTING WETLAND IMPACT AREA EXISTING DITCH TO BE FILLED LITIES S 1. CONNECT TO EXISTING 8" WATERLINE W/ 8"x6" REDUCER; CONTRACTOR TO VERIFY LOCATION OF EXISTING WATERMAIN END PRIOR TO CONSTRUCTION. PROVIDE BUSSEN--MAYER ENGINEERING GROUP WITH LOCATION INFORMATION SO APPROPRIATE PLAN REVISIONS CAN BE MADE, IF NECESSARY. U Q LO 0 Ob d' 0 0 N LO N r0 V� 3 U O In J U O C U a� Q U U 0 K) 0 0 0 N i J Li U Cr C aJ U), C Ia.J i* I 0 0 10 EO 40 GRAPHIC SCALE RANDY STEVENSON, ASLA LANDSCAPE PLAN REPRODUC710N /N PART OR WHOLE /S PROH181 TED tumour 7HE EXPLICIT W7?I TIEN PERMISSION FROM ALLEN ENGINEERING, INC. NO.I DA 7E REVISIONS PLANTING NOTES 1. Plant material shalt be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Plants, State Plant Board of Florida, unless otherwise noted. Z, Sot used for planting (planting nix) shalt consist of 60% pent humus, 3OX wood chips (Pine bark passing through 3/4' screen) and sawdust, LOX sand, and 8 lb. starter fertilizer per cubic yard. Solt mixture used to back fill planting pits shalt consist of two parts existing topsot from on-site and one partpre &red antlng mix (see above). Dolomite shalt be used as needed to correct sol pH to 6,04's. 3. Plants shalt be arranged In beds using triangular spacing. Plant fertilizer shall be Agrlform 21 ggram tablets, slow release, 20-10-3 an&lysis or approved equaL Rates of application shall be as recommended by manufacturer. 4. Starter fertilizer shall be 6-6-6, 100X organic, with minor elements. This fertilizer shalt have 40 -SOX of Its total nitrogen In a water -Insoluble form. 3, Lawn areas shall be treated with fertlUzer applied at a rate of twenty (20) pounds per 1000 square feet. 6. All plant beds shall be top dressed with 8-3' shredded Melaleuca bark. 7, Methods of tree staking indicated on the drawings are suggestions only. The landscape contractor shalt use whatever method he deems fit, however, he will be held Liable for any damages caused to trees by Improper staking methods, (or absence of staking) and Is responsible for uprighling and replanting trees which are blown over. a In the event of a discrepancy between drawings and plant schedule, the drawings shall prevalL g. Any trees that are to remain that are located In areas where construction Is to occur shalt be protected In the following monnew A barricade shalt be constructed at the drip line of the tree. If this Is not possible due to site constraints the barricade shalt be placed a minimum of one (1) foot away from the tree for every Inch of caliper. The barricade shall consist of a minimum 21x4' posts with two (2) 1'X8' rats. The barricade shalt be a minimum of 4' In height. J0, All buffer, plantings shall be maintained at a height of 4', exce t near driveways, where those plantings shalt be malntofned at a height of 31. IL All areas disturbed by construction and not scheduled for trees, shrubs, or groundcover Installation shalt be sodded unless otherwise noted. St. Augustine sod to be used on this project. Contractor to determine final quantities. t2. The constractor shalt Inspect the site prior to bidding and shall notify the landscape architect/engineer of any discrepancies. nE WITH WRAP TREE AT HEAP CORD APPROX. 1/3 HEIGHT W 5 LAYERS OF BURLAP WIRE 3 WOOD CLEATS TO TRUNK FOR SUPPORT FOR 3-2"X4" WOOD WOOD BRACES STAKES —� STAKE PADJ `- FINISH G, E c- 3" M CH / 0 0 PLANTING MIXTURE -3" MULCHA��� EARTH SAUCER FINISH GRADE BALL OF EARTH AND DA 7E COCOA BRACH MARKETING, INC. 12--8--03 INFORMATION CENTER -RETAIL SCALE CAPE CANAVERAL, FLORIDA 1'---20- LANDSCAPE '---20'LANDSCAPE PLAN roe No. ALLEN ENGINEERING, INC. 030136 FLORIDA CERTIFICATE OF AUTHORIZATION No. LB 266 DRAWN P.O. BOX 321321 COCOA BEACHo FLORIDA 32932--1321 TELEPHONE: (321)783--744,3 FAX: (321)783-5902 E-�IAmulnl fasolleneng.net DSL --- --- - --= SH T. N0. CHK'D --- JOHN M. ALIEN, P.E. 9423 ++f DONALD F ROBERTS, P.E. 9131 UIPU M a Al I ra a C kok"M •N .n4M N_ WILT P.E 53233