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HomeMy WebLinkAbout751 Central Park Dr (2)CITY OF SANFORD . FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 (407) 302-1022 (407) 330-5677 FAX Plans Review Sheet Date: 5/3/00 Business Address: 751 Central Park Dr. Oce. Ch. 29 Business Name: Orlando Team Sports Contractor: Canterbury Concepts Ph. (407) 767-8326 Ph. (407) 330-3238 Reviewed [ J Reviewed with comment [ X J Rejected [ J Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: Reviewed as a storage warehouse, shell only. Plans For interior bUildoUt or renovations must be submitted before permitting. If change of use is evident, FD reserves the right to review as per the change of use. Building will be requiring sprinkler / alarm systems, which must be permitted by certified contractors. BFD and FDC are noted on site plan, but no mention of systems is in notes. If underground fire line is to be done by separate contractor, separate permit and certification will be required. Engineer of record must submit letter of design criteria for approval. 1.1 Application — New Building, Type IV, Shell Only, 12000 sf 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Storage Warehouse 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verify 2.10 Marking of Means of Egress — O.K. 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "B" 3.4 Detection, Alarm and Communications Systems — as per NFPA 72 3.5 Extinguishing Requirements — as per NFPA 10 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code — Chapter 9 Fire Sprinklers: Required; also see 3.5 above Monitoring: Required by a U.L. listed Central Station for all mandated fire sprinidered properties Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — Required; will field verify 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify • ADJOINING SLOPE SHALL PARCEL I . D . # 28 -19 - 30 - 5NR - 0000 - 0320 & 0330 SEE DETAIL FOR FTO-25 Iti'a �•-0' NOT EXCEED 1:20 j�"'� 1 RESERVED PARKING SIGNAGE NOTE: (HANDICAP SIGN ONLY) I MAX SLOPE SPECIFICATIONS f 1. ALL LETTERS SHALL BE BLACK AND 1' IN 1 2 RADIUS HEIGHT, LETTERS ARE TO BE SERIES 1 "®" OR 'C'. PER MUTCD. WALU i M9T I/�' /rr 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZE O (ENGINEERING GRADE) BWE BACKGROUND WITH 1 g" WHITE REFLECTORIZED LEGEND AND BORDER. Fig If (FACBC) 35 -4 3. BOT70M PORTION OF SIGN SHALL HAVE A 6• Measurement o f Curb U , PARKING BY REFLECTORIZED (ENGINEERING GRADE) WHITE PRO" IHlaYENED EDGE z o� � DISABLED j BACKGROUND WITH BLACK BORDER. Ramp. Slopes m P SEE DETAIL ONLYPERMI4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. FLARED SIDE PLANTING OR 0 HE� CENTRAL PARK DRIVE FOR DISABLED SrrMBOL 7 (CLASS I, 2500 PSI CONC.) jj t SPECIFICATIONS - ^ • NON-WALKIirCy Sl�tfAg � � ` � ' . ' . * . ` o I, DICAP ACCESS NOTES $250.00 FINE � CONCRET CURB AND SIDEWAL�.K COM .. 44 - - 44 n 29 34 DIAGONAL STRIPING TO BE wHriE CITY ORD. 7 1/2' NOT TO SCALE . . . . . . . . , 1. THE MOUNTING OF THE ACCESSIBLE SIGNS (HANDICAP 5. THERMOPLASTIC SPECIFICA "s. 321 1 • • • • • • . . • _ 30 31 SIGNS SHAM BE 84- TO THE BOTTOM OF THE SIGN 2. THE AMOUNTING HEOff OF THE PENALTY SIGN SHALL 2"(TYP BE 84' TO THE TOP OF THE SIGN. --I 4"(TYP) s' 1 12 (A) FLARED SIDES 12 1 (B) RETURNED CURB 16 3. CURB WHIPS SHALL COMPLY MOTH "FACBC' 4.7. i�i`11�./ICA ��T DETAL � 12(a) FLARED SIDES. H the landing depth at the top of a curb KQIiS; 4. PARKING SPACE SURFACE SHALL BE EVEN WiIM THE '' W W /Joint Seal ACCESS AISLE SURFACE AND CROSS SLOPED MAY NOT z a _ i NOT TO SCALE - romp Is less than 48'(1220mm), then the slope of the flared side RAMPS MUST COMPLY WITH NATIONAL AND LOCAL CODES EXCEED A OF 1:50 IN EITHER AREA. ; m 3 shall not be steeper than 1:12. ALL "ACCESSIBLE ROUTE" SIDEWALKS FROM PARK SPACE 15 13 12 S. ANY PART 1: AN ACCESSIBLE ROUTE MTTN A P. - TQ RAMP TO THE PATIO AREA OR RESTROOMS SHALL COMPLY 17 CREATT7t T►iAN 1:20 SFWl BE CONSIDERED A RAMP. �' WITH A.D.A.A.G. STANDARDS FOR WIDTH, SIDE SLOPE (1:50 e. SURFACES ALONG THE ACCESSIBLE ROUTES SHALL BE Conc. Pav't. Fig 12 (FACBC) OR LESS), AND RUNNING SLOPE (LESS THAN 1:20) SUP RESISTANT AND SHALL COMPLY wrrH 'FACBC' 4.3. 7, AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH Pref12 ormed ed Jof. JoInt �Flller Sides of Curb Ramps 'FACBC' 4.3 SHALL BE PROVIDED WTTHIN THE BOUNDARY (FACBC) Is the abbreviation of :Florida LOCATION MAP OF THE SITE FROM PUAND TRANSPORTATION STOPS, ACoes>MIbIINy Cods for Bullding CMNININc11an �•y ��s .e� C� (FACBC) h the abbreviation of :Florida ACCESSIBLE PARKING, AND PUBLIC STREET OR SIOEViAIXS, Accessibility Code for Building Consirurifon TO ACCESSIBLE BUILDLNG ENTRANCES. ��L� NOT TO SCALE I YTYP) - -1 2' - 0 "-� ` OWNER: GENERAL NOTES 5' COVCW717 4. 'MCWEENEY-SMITH REAL ESTATE PARTNERSHIP SITEWOEiK: n• 1B'DffP I (3"P-9a-ASS1) ` • C/O CANTERBURY CONCEPTS INC. r 2`fRCW EaP. �--jl (F.D.ar. VfG) Bollard (2 j 10 -0 P.O. BOX 470262 f 1 . THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING ls• e -'I ) D • •J UTILITIES BEFORE CONSTRUCTION COMMENCES. If LAKE MONROE, FL 32747 2. THE SOIL SHALL COMPACTED OF 98% OF MODIFIED PROCTOR MAXIMUM TOP 1T TO IC BE'COMPACTED TO A MINIMUM OF 95 DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. �pn x OF THE SOIL'S MAXIMUM PROCTOR DENSITY I I r 1lSPE srMeol TO BE WNIIF ItiERMOPLASlIC VALUE (AASHTO T-Leo 3. ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN sPEclFicA nolvs. )• B U I L D I E R t + t TYACAL PAVEA,�EKSYMBOL FOR CANTERBURY CONCEPTS, INC. MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS PAVED `� "O�D�/ `�`�'� � P.O. BOX 470262 ( NOIE• WiM SAS° TO 8E aWIER£n AV PARKING STRIPE �AP�D PAf>DKIIK� ' PAS �%•i4�. AREAS) AND 2,500 P.S.I. AT 28 DAYS (SIDEWALKS/CURB). XTMEENPAWWGSPAa''S � 1: J, DBL. Gates LAKE MONROE, FL 32747 4. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN n�M-19M NOT To SCALE DUMPSTER ENCLOSURE DETAIL ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE CITY. '=T SURVEYOR : 5. BOT-rOMS OF ALL RETENTION AREAS TO BE SODDED. 6' Chain Link Fence with P.V.C. Slats ROBERTS SURVEYING AND MAPPING 6. ALL LANDSCAPE AREAS TO BE SODDED. "SOLID WASTE SERVICES BY CITY OF SANFORD" 185 NORTH COUNTRY CLUB ROAD 7. ALL LANDSCAPE AREAS TO BE IRRIGATED BY UNDERGROUND IRRIGATION SYSTEM. LAKE MARY, FL 32746 8. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC RATED PAINT. R 9. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED 1 ENGINEER: AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL CONC. SIDEWALK L01 34, SANFORD I_EII iRAL PARi•l i' ri%�'3L_ ii : i� ,i dl.'L_:) I .2.4 32.4 CENTRAL FLORIDA LAND DESIGN CORPORATION DEVICES AND LOCATED AS SHOW ON SITE PLAN. \ PLAT MUCK �4, PACF 6. - 10 ? 31.46 '` INVilif OF SSMH -- 24.6e ,> S, h' 550 NORTH BUMBY AVENUE 10. STOP BAR SHALL BE 24 WIDE, WHITE PAINT, AND LOCATED ��ASN,I LT �'�' + �AS :SHOWN ON SITE PLAN. CASPHALP y • 30.50 SUITE 145 '��� - --- _. 11. HANDICAP SYMBOL SHALL BE WHITE PAINT. %�S 89 02 lilt6*3), N.R -- ___ _ _ _ _ 306.67 ORLANDO, FL 32803 T Sides to be sodded. 12. ALL ADDRESS NUMBERSSHALLBEVISIBLEAND READABLE FROM THE STREET. 2.35 . S ORMWATER POND SECTION 13. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS INSTALL 1" `° 0. 0 30 SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. �. r WATEf METER 0 IHC. 3144 32.30 ' W/B ery ° �. r. ;/ ' > �. x '. •1 l' ♦i ;,'� 14. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF '� Y�" 3z• + �� z�' x s �11 '¢p :X h {'X< ,ti �?h �Aa LANDSCAPE LEGEND: SITE AREA TABULATION THE BUILDING PERMIT. cO:�r.. cuRa-------- d yyyy���t---L�.,: - < >" ,� �{ / 15. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12: 1) . POINT OF SERVICE�y� 1'` P. WATER SER ��. r ?c/\ �. �: �;( , �,�,� �CX : 11-1 ��� W h. \ iL{ i \ h`,• r� I I./ './< \��." <, ' Z � 16. DEVELOPER WILL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. INSTALL 4" R.P. 50• I ,� ;I ,( n ..., _ .. x,`. ter. y LIVE OAK DESCRIPTION SF ACRES PERC. OF SITE �. � 17. 6" P.V.C. CHASE UNDER DRIVEWAY. B.F.P. w/FDC per \ / %r \, ,/\ ''{.1�,/�„ .�. / „ .{ ,>\ O _ i:; O ( H T . - 2" CAL.) AT 4.5 FT FROM BASE BUILDING AREA 19 999 0.46 28 .s�\ 10 i` �'{.y>`'<. _ ' 1� ni. ED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. i City `� �• •• •'• o \ '�` •-\ ' ~�,',?� i +.�.I I LUGUSTRUM OR VIBURNUMS 24 HT. PLANTED 30 O/C . PAVEMENT AREA 30 022 0.69 43 R n Existing --- �' - r ��,\Fv ��� .� •-�;t `~ri/..�"fin ; `, -P ( ) ' 19. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 WOtar Service '' `° ^-'f __a✓\_..�, �G�•.i�t \� 0 2' ' Ui d INDICATES EXISTING TREES TO REMAIN. IMPERVIOUS AREA 50, 021 1 . 15 71 • 2a • 24.. 20 4 /' , isting - 3I ��!CO LJ PARAGRAPH 6.7 SUB. 6.7 OF THE L.D.R. 6------ ^ ,� a r� INDICATES EXISTING TREES TO BE REMOVED. LANDSCAPE AREA 20,111 0.46 29 FI Service \ {.C)T'fie, S N*IRAL PARK Pi-Ir`15r II AtiiLNDtI) ,- � i\ � `L - 20. SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE. 60' Rpuo •�.i - M M g ♦s rL THE CONTRACTOR SHALL PROVIDE A RATIO OF 1 :10 FOR SITE AREA 70C"I, 132 1.61 100 21 Exisi 2" Rrclalmi "� ' • i00K 54 F�'Ai:;E'. i5 -10� _ `'' �\ r\/�•� `� < N M THERE ARE NO WETLANDS ON THIS SITE. SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. Water ervfce INSTA 1.," �L,� :•• j %'*�,� M `'� ALL LANDSCAPING SHALL BE FLORIDA #1 QUALITY. 22. SECONDARY POWER TO BE PROVIDED OVERHEAD. I/t.h �` 23. LIGHTING FOR PARKING LOT TO BE PROVIDED ON BUILDING A IRR. MET€R > <f �.•4 .. �� / \ ^,(� 'In �'� G S SHOWN. W/R.P.Z. F:P. �,`� 5 '•. -. ... �' p ,� / �;., �n o o n 24. EXISTING ZONING, RI-1. C.O. -� PARKING REQUIREMENTS: 25. EXISTING SOIL TYPE AS PER SOIL SURVEY OF SEMINOLE COUNTY IS BASINGER. • r rr s ` L1 �, ` • ' 0 _ 7 50 56 . •. I'�•,. • I - �--- •. I 0 U < 26. CITY SIDEWALK TO HAVE EXPANSION JOINTS EVERY' 30 AND CONTROL JOINTS R - 0.00 t N•, i •'. I ; 2 SPACES FOR THE FIRST 4,000 S.F. @ 5' INTERVALS. - \ ��' ti,- L ' '� ..} `A0 • � s � � � 1 SPACE FOR EACH 1,000 S.F. OF WHOLESALE AND STORAGE. L = 171 . 4' .� , ' • `� I DUMPSTER t 1 SPACE FOR EACH 200 S.F. OF OFFICE AREA. °'��' ° 'I y LOCATI N LEGAL DESCRIPTION 1 BUILDING 1 (7 ) \ t N �. ��\ .\ Q 999s . f BUILDING 2 (7,999s.f.) CONSTRUCT, /' C •P i '" • •. ' "' ti Ery©' r CONCRETE �� t %> 1,400 S.F. OF OFFICE AREA = 7 SPCS 3,000 S.F. OF OFFICE AREA = 15 SPCS LOT 32, SANFORD CENTRAL PARK PHASE II, AMENDED, NOTE • 5 SIDEWALK CONIC Er O, "�j ; Q ..�:. : ,,� •_•'�,•• .�-'STOR�IWATER' `: < ���,� 4,000 S.F. OF WAREHOUSE AREA = 2 SPCS 4,000 S.F. OF WAREHOUSE AREA = 2 SPCS AS RECORDED IN PLAT BOOK 54, PAGES 8 THROUGH 10, • SIDEWALK v \, 1 Y.4 • • • FLUME' r ji' e . rest X1 • With Ener ;>.' ►- 2,599 S.F. OF WAREHOUSE AREA = 3 SPCS - IN THE EVENT LOTS ARE EVER SOLD CONC. CURB _ ht "� . • • 9Y •. ! O5, 000 S.F. OF WAREHOUSE AREA = 5 SPCS OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA _ Dissapntoi s ,�' SUB -TOTAL TOTAL = _ - 4�� ' . ' • .,'_'• • •• ,.�._.;V�I,I :. ��' 12 SPCS SUB -TOTAL 22 SPCS SEPARATELY,ACROSSACCESSEASEMENT \ _• �; o�a '"�).,y`.j�.rlr;" �,�v _ _____ _____ __ __-__ TOTAL PARKING SPACES REQUIRED = 12 spaces + 22 Spaces = 34 Spaces AND 1 0: __v. P PLOT 33 SANFORD CENTRAL PARK PHASE II AMENDED FOR THE TRUCK MANEUVERING AREA IS TO BE STALL 2' S 7 Y- �N . ' : • -Y �• _ .� _ter_ _ I _ > r - �• •---,.-�••----- ----�---•- 'C ACTUAL PARKING SPACES 39 �� RECORDED IN THE SEMINOLE COUNTY OP CURB S• �'' .• • -_ .j� P r AS RECORDED IN PLAT BOOK 54, PAGES 8 THROUGH 10, A DRIVEWAY \ .+� • 24.. STOP'•. s. a OF THE rUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA OFFICIAL RECORDS.. ,. .v;ic 0 INSTALL 1 1 • • . ? ' B,AR CT P.). WATER METER •• ' :. • O . , • •. , ` TAKE BACK CALCS FOR IRRIGATION SYSTEM W/B.F.P. o` p• • �9.ON ELE1Q` I.` o f• < > SANFc�ND 3viLO1NG DEPT. ' '` DUMPSTER LOCATIONS LOT 32 ( South) T ISSUED SHALL BE •...t 1 El �• • �� IRRIGATED ACREAGE = 9,000 S.F. (0.21 AC.) THESE PLANS ARE REVIEWED AND CONDITIONALLY = 16 00 04 , `• Av 3i 2• • ' `' = DONS RUED TO BEACCEPTED FOR MATLICENSEITO PROCEED WITH - O tl� POTABLE WATER USAGE 300 G.P.D. 1 •. '" . + • y , THE WORK AND NOT AS AUTHORITY TO VIOLATE, R - 550.00' "� N "' '� "` "ri'LL C11d1~OTI:d� TO WATER AND CANCEL. ALTER. OR SET ASIDE ANY OF THE ,1 �.. 6` ',` ��r<.x%X,�/(, <t RECLAIMED WATER USAGE = 16 HDS., @ 2 G.P•M. = 32 G.P.M.GPM* 10 M.P.D. = 320 G.P.D. �^. +r �cl� �y� p� PROVISIONS OF THE TECHNICAL CODES. NOR SHALL X ,♦ l r y0�' + - "SAN. ,� ��' /\`.• ♦, ya . ;4 I .7ETtlIER i•"•Y�elr'1d1` S Re�QUIR1 I H ISSUANCE OF A PERMIT PP,E`JENT l riE BUILDING �� r " LQt , ; , �( = `, WASTEWATER GENERATION 300 G.P.D. q ter T 77. 30 jCITY STAFF B_ PRESENT. DEPT FROM THEREAFTER RECUIRCn A CORREC- T -OR OT14F7 ' C STRUCT 1 3 / PC'LY.►y TER .S <�, I too �, "� LOT 33 (Mouth • • • L - 153.60 , t 79.99x100=7,999 SF I • TION OF ERROR ON THE PI_P.NS. C?�.STRUCTION 5 ONCRETE C O n i IRRIGATED ACREAGE = 11 , 111 S.F. (0.26 AC.) DENOTES IRRIGATION SYSTEM ZE SID ALK } , *..0. K, NI '. Q- I POTABLE WATER USAGE = 300 G.P.D. �I RECLAIMED WATER USAGE = 19 HDS., @ 2 G.P.M. = 32 G.P.M. * 10 M.P.D. = 380 G.P.D. \ Exisltin£I +�� X CI (1 /�l1i�f Water Sarvice w 0° 24' 20' 4 '{'J' ��\ };; �. WASTEWATER GENERATION 300 G . P . D. Existing 6" � F.F.E. 33.10 , `�` <: 1 �v £I K ) , c x` 'tl _"- 0 L t. "'� C,RD CEN NAL f !' ICI♦ P[iASE 11 41',i��/I ' a� Fire Service' Y `ti 4, < -r 2 < R .L ." i ... a V 1 • , o �' AND f t Lodi i�9. L/iJ " • • ' � it `ji`.' l,'\ � H..•< `r �"< .l { � LJ r r. �, 1 Existing 2 Reclall T - -c3 , , \. �� . /\ , Water Sarvlce c :.�• • •.•y ; h '`�'' O �� 1 . THE CONTRACTOR SHALL GALL 407) 33 n� o r, 0 %\ S L LAY THE WATER LINE AND SERVICES 0-5B71 I %� /� \ n �\c a �< . U �.. S C S A MINIMUM INSTALL 1 9. O 5 r%\i \ / ♦/� ; �_ o „� SITE AREA TABULATION IRR. ME R hK \�/C�y, ; 3 0 BELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL W/R.P.Z. F.P. 1� LF - 15 RC e �: B ,(� /\ ;� x f` ^i'C. ' `n?;, �> M I O P.V.C. PIPE SHALL BE WRAPPED WITH #14 INSULATED SOLID COPPER o k �� is ,, Lot 33 \,X ? �. �. < �.. I LL U L3 s E ..., • ..• ,d R' 32` r.,;� ,C•� �% z WIRE AS REQUIRED BY THE CITY OF SANFORD. DESCRIPTION SF ACRES / 4 - 0 Y,. �' %'��. �` %\ ♦,?�/'. n/r. i,, o 0 2. WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1" COPPER WATER SERVICES 9 1I' M. � , •., 0'S't�'� 1 2 i u:'• , .. .." � a'{ ,'•..i ;: �� •�o BUILDING AREA 12,000 0.28 { I VERT 0.70 �S 32 O r1 FROM WATER METER BOX TO BLDG. SHALL BE POLYETHYLENE. ` PAVEMENT AREA 15,795 0.36 30.50 `' 3. ALL PIPE SHALL BE DISINFECTED AND TESTED. THE TESTING RESULTS CALL(40') IMPERVIOUS AREA 27,795 0.64 40_ _ 32.35 -- �� SHALL_. BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE NO. 60 REQu11%N4* LANDSCAPE AREA 11,343 0.26 Q " - z� N 89.45 02 E 7 194.65 �° w*° s N Psi N� MATERIALS AND TESTING. ! 1� SITE AREA 39,138 0.90 EXISTING TiNG "}' LEGEND 4. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, GREATER THAN 4" , � QMaNA O� �4 � � UTILITY IMPACT FEES � 1No�P1` Lot 32 ; C SICIEW I SHALL BE PROVIDED WITH TRUST BLOCKS. _ T F� 1 END' X LOT 31, 5,"AiVF0t2D +:EHTRAL P ARK i�li; St- ii i,IV1Ei'JUf_D CER GTVA ZNE53 DESCRIPTION SF ACRES I RECG'V'ERED 1 LOT 5. THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSURE TUBING $ S �`�� Sj EMENZO� N PLAT ES -vC)K 54, PAGE 3- i) p DENOTES PARKING LOT LIGHT p►p' Q � w/ {/3:Sb2. cAP BUILDING AREA 7,999 0.18 �' a I j� ELEV.= 31.62' TYPE '9' GRATED INLET LOCATIONS CONFORMING TO AWWA C 901 78, 200 PSI, DR-9. PAVEMENT AREA 14,227 0.33 ; I �� o T.B.M.# 1 6. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE l CONTROL STRUCTURE Existinl loric. Drive A = 10'15'31" !IMPERVIOUS AREA 22,226 0.51TOP EL. 31.46 WATER LINES SHALL BE LOWERED DURING CONSTRUCTION. R = oao•°o' DENOTES SURFACE LANDSCAPE AREA 8,768 0.20 T = 49.,D 4' WEIR EL. 30.96 7. ALL UTILITY CONNECTION LOCATIONS ARE TO BE VERIFIED IN THE FIELD. L >= 98.47' INVERT (15r) 30.80 FLOW DIRECTION 8. ALL SANITARY SEWER PIPE SHALL BE P.V.C. SEWER PIPE CONFORMING SITE AREA 30,994 0.71 �." , TO ASTM D-3034, AND BE INSTALLED IN ACCORDANCE Central Florida land Design Corp. EROSION CONTROL Exist. Grotk in e I DENOTES PROPOSED WITH ASTM D-2321 . Engineering Business No. 8185 Top= 30.4 GRADE ELEVATION 9. SINGLE RECLAIM METER BOXES SHALL BE IDENTIFIED AS RECLAIMED WATER METER + 550 N. Bumby Avenue CONTRACTOR TO INSTALL EROSION CONTROL •®� - 1 BOXES LOCATED IN RIGHT OF WAY. Sulte145 FENCING ON CENTRAL PARK DRIVE, AND �`i DENOTES EXISTING GRADE 10. ALL UTILITY STUB OUTS HAVE BEEN LOCATED BY THE SURVEYOR. APPROXIMATELY TO THE MID POINT OF THE o "� I �t �_ RAC. "l�C; ; ,;; ELEVAdION Orlando, Florida 32803 EASTERLY AND THE WESTERLY PROPERTY LINE. (407) 898-7005 Montje S. Plank, P.E. -License W. 36149 00 Cd L (W C CO Co sC � Cd N c p CD J IY 0 C 4-4 U Ma Cr� o C:) WOO r-Icy)ll 0 M 00 I ' 0 v`r o, Tom- a: e Q) D a> > E my z =3 o, �o So L V F-+-4 .---I QJ U � c 0 M v �+ i I 0 0 DRAWN BY: DESIGNED BY: RCM APPROVED BY: MONTJE S. PLANK, P.1 JOB NUMBER: 2000.300. I FILENAME: 2000JO01 site plan SCALE: 1 30' DATE: February 2.3 2000 SHEET NUMBEF I - n � w- t"_ 4: 2 f e e N� PLAN o� 5je, Gram e Y' Cl. 1 _f' Eye Bold I \ Y 2 See rrdeX 2Q' \ I " + —• •, Bars e Ir Ms. SECTION TYPE C RamTrva dW IkAl"ml Pipe $/I* 2'•cr wall-er Pipe Jv Wall -z r Pipe TYPE C Approx. Wolphf P-T5 W. _ 1 16 W i PLAN k PLAN k C —s r Crti1e 4 CL -Eye Boll \ See Irxfax All t�f Eye Boll, Sao mdax 201 d ., " e IY' Ctrs. t °,ens w l Cln. SECTKN SECTION TYPE D TYPE E RSmwurdml AIIZlm P/pe Slxas Rewmnankd Lau/ev,A Pipe Slsa. Wull-IW Plpe ,'•r Wall-J6' Pipe J'-Ir wall-2f Pips 4'•6e Wa/i•42 Pip* 1'-2 � B,-r 1,-2�• 4t I Oruta 1 tw �a�yl�� PLY e Cl. di INLETS 1'•5' .• CAST IRON G4ATf Ant -I— P£RmIrrED atINL£r rrpe D tv� I �c Of 01uni 1� i HALF SECTION CAST IRON CRATES TYPE E App.ox. Walght 465 Lb. CAST IRON GRATES 4�I :p, a atk 0 TYPE D TYPE E SImlU11 Bur, ex Simlpht Burr em R*dwllne Bon 14 x }' Relkulini can try x j' Bads I "4 tkmda II Aj� Appm,(. W'elphf XV Lba. Appox. W. 26 Lbe. AUTICE, Steel Grutes Are Required On Inters With Traversable Slots And On Inlets where Bicycle Traffio is Antlolpoled. STEEL GRATES O Typo C 21.01 u Typo D 3'-r Type € 3'-De B 1 6'-1)' dY G B"I 3'-W I I g, - Unless otherwise °j Unless Otherwise Shown Drt Plans t Shown on Plans e4 Bwx NUPEI Alt. H ShwiLife 80110m On - Sao ilxlax No. YW 0 le Ctrs, STRUCTURE BOTTOkI FOR INLET TY SECTION S PEC10&E TYPE H Recwawrerded Yaxlanm Plpe Slse J'-lY wau-kw• Plp* GENERAL NOTES 1' B Wall2--W plot p 1. Thane Inlets are sulheble for bkyole and pedestrian ureus and are to be Laid in ditches, reed/an and olhor avas "Jacl to Infrequent truffk toaAnue td on not to be pkAd In orem wblecl to my loavy wheal bAk 2. /noels "Jost to adninul debris should be conslnctud without slats. When debris /a a problem Inlets ihouki be c"Il hod with ibis. Sbtied Inlets /owned within n'a'de% and olwr 'Mal and In Draw moesslb/e to pedestrians Stull lave traversable ,toll. Tho tnwarwble medtlkullon is riot adgoluble to inial Type H, Skis hey k muftwisd d1 either at both mb us Shown on pknS, �I t I --{ J. Steel prates ore to Used on ail lnlelt whore btcye/a truffle IS anlbrpated, Steel unites a t 10 be need m al/ lnlals with trmarsobte slots. Either ant Iron or ,tail Votes avy be used on Inlets without soli whirr bloyul* truffle 1S nut milolpatad. Either ant Iron or Steal grotto my be wd on all trials with non-tfaversublo slots. Stxti*al to the seloollan d.scv/bd obove, whoa Alieindle 0 Vole Is Spsc/flod In the pima, either the Stool gruta, tut dlppad Lahamtr•d after fubriaallan, or the out Iran puts soy be used, unless the plans stWilato the partku)v type. It 4. Ra orwrAod Austrian pipe Sires shown ore fof aanb'ete pipe. Pipe ,tact Awpaf than - II—• rtase racaen,adad null ba rhactad Pot (H, 7i N— — a � 'j IX S. All i i w&j Wfuii aril 4-dx of uifilielu urd 1d b4 a+i+l jjd 6. ttrvemonl to De used an Inlets without ,tots Drift InHts with nan•rrwvSsrbH ,tots any TYPE H when called for In the platy bit required on all traversable Slot inlets. cost to be Apprwn. Weight U5 lbs. Ina Wd In wnlrwl unit prkt (of Infsfs, tdmIltlai ttllnm arl fV tn(prmet!9n enty. I. Prurirwllo slots baishtulsd In exl,tlyd inhols Stull be laid for as Inlets portkl, ad Slut/ hmksk the rest for Sol openl,ps, paving ad any r.qulrad r►pkcenant prnhee. s g. B. Sakllnp to M used on ell Inlets not lomfed In pad awe ad pats/ fur udu cmfnnf 31 Spaova Ver unit prkv for SpWing SY. J2 dra o for 9, uC,momen fury details Soo bdex Na gd', Y h TYPE H B°' DITCH BOTTOM INLETS sNalull e a lox TYPES C & RetlarlfiBQrs Iy x} , D, E H (kxxb 1 k'x jj Approx. W.lpht Jl5 W. I of 4--- 2,32 Sad Lowe Sol/ Plcrad B!' Shovel Ara Ltlihty PLAN � «dAlong Upstream ' Anchor Bola* with 2- e x ex 4' Stokes Pef Bx.. RoII Poet f min. Rownnwndo d ELEVATION ! S 1 Buis burtlefe for pcc rp lava dlhxre* .Aa/d be stairs! In aanrutms with Chart 1. Sheol I of J. ladox Ab. A2 BARRIER FAR PAVED DITCH Woven filter fubrk In AAearce Of Eslumished Gram (Apprw. he' x let. Sacur. Edpm Ey £nlrmv hrng And Extend Under L).mw and Adm. Fabrk Shull moot The Rowlremaots Of Sad _ Scatter 965 Of Th. Standard ' SpeaffIwIk . Cwt Of Fabrb To Be 5' Yln. Imiuld In The Conttwr Unit Prke For Odd BW Or Strum. TW. . . . .. . • two* Solt Plaid Liy Shiva! And Iji"Ify Lowe.11 Pkced 1 SAwd And Uphiy Cb w r.0 Akry The Upafrcom Edo* CoaVaoaled Aknp The Upatfeae Edge Of Odes. PLAN DI Bxm. PLAN Rail Pa,r r _ - Y Yln. Raoo+nmerdd I y 13' 7Yol f Yln. Raoamerrd Achor Lowor Balm With 2 - e x e x 4' Stakes Par Ms. Arrhr Top Ram To tower Swim With 2 - e x e x 4' State, Per Buis. Amfar Balsa With 2 - e x e x r Stoke, Per Bda ELEVATION ELEVATION Aplilwtton ad Spoolro The use of 7ypm I 67T bolo barriers Should be Ilmiltd to Iho oadithax outfllnod In Churl b Sheol I of J, Index W. AZ TYPE Z TYPE I BARRIER FAIL UNPAVED DITCHES BALED HAY OR STRAW BARRIE AND SILT FENCES 102 15, RCP FIMVkw Sklmr tars Sklmwr &I Salted weir r'95 cotter Sk.,'wW 30.45 RCP LUtfalt Pipe overt E6X Skyybd F.D.O.T. '1`qe 101 Grnted inlet w /grate Sidewalk �— opa . O — — Lr — Ap. arch curb 6 Gofer curb i Grttsr — PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Arrlar Balm With 2 - e x 2' x 4'Sfukm Per Bate. PROTECTION AROUND INLETS OR SIlNILAR STRWTURES - Type A Or B Force *toe Btdw to be aided of the _ dlr.otbn of the Erpirwr. Laos* Sort Plaid B/ Shovel And Llphtty Lbaprwted Akvq UlwJrm fuco Of 0.Jm. BALES BACKED BY FENCE +} L/nlla Of QYw)ruotran I p W On Centers I Typ. 1 I�I Sold At Required di "wm-ax. �Sl/I Barrier so wx• A%&r Balsa With 2 - e x r x 4' PLAN Siafm Per Bals. Ovefk) Ends fill Skps Sod Dlkh a tlam Inlet f mdkn Ditch ELEVATION aip— - - TO BE USED AT SELECTEdl SITES WHERE THE NATURAL SIN Barrlor CfiOUND SLOPES TOWARD THE TOE OF SLOPE Dlkh _ -- ---sue Crass Drain777 - e•6 W max. ".A' Lhx. Flow —_ —Efgwl SIN Barrier BWm To Butt Sod� � LIXM* Soil NEW By Shovel Xlrwtko Ardor 0dos with �� And Wlb Loff�tad Aktg ie x e x 4' Shxtm Th, Ups/foam Edge Of was. Per ads. FIH Sk{w DITCH INSTALLATIONS AT DRAINAGE sTRX7VREs ELEVATION TO BE USED AT SELECTED SITEs %HEftE rllE NATURAL 0/iLx/ND SLOPES' TRYARO THE TDE DF SLOPE BAMERS FOR FILL SLDPES a a. 10 146 j4p, 0 cd cf)e» cm a z 0 0 .Tj cl S L0 00 e--4 00 •O' f 0 am 00 tom' 1-. _00 U of j -D d• •�i Cy cr3`E E -0 v m -0 Z � a .0 c z Vi C) o o �c 7j ` LOG -a� o o CAS m `ee✓ C N 0 -a d U1c DRAWN BY: DESIGNED BY: RCM APPROVED BY: MONTJE S. PLANK, P.E. JOB NUMBER: 2000. JOO.1 FILENAME: 2000JO01 site plan SCALE: NONE DATE: February 23, - 2000 SHEET NUMBER 2 of 2' d V N I 6X(o 10-10 W.WM. all r � i• `, ._� �'" '� '' • .�' � � � :: ,, .� .... � 'o: • • 1=III=� I I=� I i=l I I-�-.mm6 12" ".. , • • _ _ _ v15QUEEEN �1=I 1 ' ' � •• � � ' � ' `�� i I I —I LI=1 I I I I � I- 6 3" MIN. COVE 5 -0 COMPACTED 25 0 P.5F. FILL TYPICAL MAIN FRAME FOOTING TYPE "A" (OX& 10-10 W.WM. -=-----------------=-------- ,----=----------=__.a------`-'--=- -1=1 I I I=1 Imo�---=i I I=I I I=I I 10o6 11 1 1III1 1 11 1 a. �� I I I I I1 1 d I II I II 1 11 1 vlsauEEN 5 - 05 BARS EACH WAY 31, MIN, COVER COMPACTED 2500 P.SF. FILL TYPICAL INTERIOR COL. FOOTING TYPE "B". 13ct A (OX6 10-10 w_wm. (oXb 10-10 W.W.1"I• •I . . : &�=—� I I-11 � .Om6 QUEEN Jam!• _ _ = VISQUEEN • r • �-• 4• . • •� I —I I —I �—III--I • '' III—III—III—III-1.L1— -1 5 "AHA ECWY _-_ 3' MIN. N. COVER \�� COMPACTED 2500 P.S.P. FILL TYPICAL MAIN FRAME FOOTING TYPE "B" �_ • , •• ' I=1I1=III—III—I I —I • •' � 111.=III=1 I I=1 I I�11 I- 3-055 EACH WAY �\ 3" MIN. COVER COMPACTED 2500 P.S.P. FILL TYPICAL MAIN FRAME FOOTING TYPE "C" I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2-4% AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT RATIO OF 058. 2. FOUNDATION DESIGN 18 BASED ON AN ALLOWABLE SOIL PRESSURE OF 2AOO PSF. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL. MINIMUM 9596 OF MODIFIED PROCTOR. SOIL COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER. 4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF THE LATEST EDITION OF ACI 315. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 6, WELDED WIRE FABRIC SHALL CONFORM TO A5TM-185, lU•IF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 811. i. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301, 8. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). S. PROVIDE 4" THICK CONCRETE SLAB WITH 6 X 6 10/10 WWM. ON CLEAN COMPACTED FILL. TERMITE TREATED. BARRIER BENEATH FLOOR SHALL BE 6-MIL. V15QUEEN. 10. PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR SLAB AREAS. 11. PROVIDE 1/8" WIDE X 1" DEEP TYPICAL SAW -CUT CONTROL JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF 12. PROVIDE FILLED CELLS WITH ONE CONTINUOUS NO. 5 VERT. REBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE, MAX. SPACING AT V-0" O.C. AND ON BOTH SIDES OF OPENINGS. MINIMUM 25" LAP SPLICE (SEE FLOOR PLANS FOR LOCATIONS). 13. ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH ACI 530/95 AND ACI 530.1-95. 14, THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 15. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIF- ICATION? FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 16. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.I. 11. ANCHOR BOLTS SHALL CONFORM TO ASTM-301, 18. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. n. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS, 6X6 10-10 W.W.M. all ••1' '. ,t�`,• ' � I=1 11=1 I ICI I I I. 1211 •: '-:: I-11I-11I-11I-1II-� -� � I I L_I I I—III=1'♦ 1—III_ 2 155 CONT. 3 MIN. COVER COMPACTED 2500 P.SF. FILL FOOTI iv .006 VISQUEEN FOUNDATION PLAN NOTES, SCALE REVISIONBd DRAUN BY: STEVE TITLE Bl-.OGC FOUNDATION PLAN SHEET NO. 2 11 1 APRIL 18, 2000 CANTERBWRY CONCEPTS, INC. 511 CENTRAL f ,4RK DRIVE 5,4NF0RD, FL0RID,4 321-11 (401) 330-3238 SMITWMcUJE Y 151 CENTRAL PARK DRIVE 2 OF � 2 3 4 5 6 ONO. 1518MITHMcUJEE:NFYITID F145CADE BY O'1'NERS O 10 C�tUTTEF TYF'. FRONT WALL a�iCTION TYP. MT[-. E31-DG. SECTION PURLIN 5' C)/C R-15 INSULATION DROP CEILING M FRAME BY OT14ER5 �l" G.M.U. SAVE PURLIN "Z" PURLIN 5' O/C 'T' GIRT5 5' O/C MTL. SIDEWALL MAIN FRAME BY OTHERS 5EE FOUNDATION PLAN SHEET *I) I, 2�D'_rpu SOUtN ELEVATION 41 NORTIN ELEVATION 001-011 EAST ELEVATION WEST ELEVATION 12 1N 8'-�u O.-mu 11 1 M. d � `t 8� 9 V ` 4 / C� jI C) -�v C�i1 �`'• 75 0) ; - ice• — C'j A C r• u10 G o �C) �y vo 5 < >, .0 __^ J O Cif LU cc o 0 _ N -Z:�� 0 OU<LL ED z U? L- LL �cTtltLLIJ0 O J J Q ¢J3J ta4f- G '° 4=w-0¢= PMW> OMU %�.� r� 000OZZLj<U) Z w O F T Z <T-00,6 ir p O QFO00-Uz5ZO r-zz-. x�....�.� "-+., x'.'e. f7 aZWI<J>LLI CS�Ji. irN E- ¢ Q w w . w w z� �— g� m u 1 J �dwQwZELX w~ wQ��(nS�wSil u Q ) WFQaawiw � O Ln ..... � O w� SOP w Qzz W ww o w w w o o LL w af�i N ZLL OQ_QdNO��O .. QwY ZwOww L wY0mNZw07 QF F sws��wtrys'V� wuzwZOm(LzO i` :C Er 1-- tlk-Vac.-0P0 0 i iJ J ,c �Cc: Lil Q 0o L0 s� Lu u 11J D G uj z �C.) QLU V � v