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HomeMy WebLinkAbout110 N French St 05-161 New monument signGENERAL NOTES: 1. All design, fabrication, installation and construction shall conform to the following specifications, unless specifically noted otherwise on the drawing: • The Florida Building Code 2001 • American Concrete Institute Building Code Requirements for Reinforced Concrete (318-99). • American Institute of Steel Construction, Inc Manual of Steel Construction (9th Edition). • American Welding Society ANSI/AWS D1.1-2002 Structural Welding Code — Steel 2. All steel components shall be as listed below, unless noted otherwise: • All rolled shapes, plates and bars shall be ASTM A36, or equal. All pipe shall meet the requirements of ASTM A53, Type S or E, Grade B, or shall meet the requirements of ASTM A252, Grade 2 or better, with a minimum yield stress and wall thickness that meets or exceeds the minimum values specified for that pipe on this drawing (ASTM A252 thickness tolerances are not allowed). • All structural tubing shall be ASTM A500, Grade B, or equal. • All bolted connections shall be made with ASTM A325 Bolts, or equal. • All anchor bolts shall be ASTM A307, or equal. • All welds shall be made with E70XX electrode, or equal. All exposed materials shall be properly protected from weathering and/or corrosion. 3. All field welds shall be made by a welder certified in the specified position. 4. All concrete shall have a minimum compressive strength at 28 days of 3000 psi. Sign age may be installed on the structure after a minimum curing time of 7 days, provided the curing process has been PProperly maintenanced in accordance with ACI 318-99. 5. All reinforcement steel shall have a minimum yyield strength of 60,000 psi and shall conform to ASTM A615. All reinforcement steel shall be placed in accordance with ACI 318-99. All reinforcement steel shall be provided with a minimum concrete cover of 3" when concrete is cast against earth. Reinforcement steel shall not be 'tack' welded at crossing points. 6. The structure has been designed to withstand 130 mph (3—sec gust) design wind speed with a maximum design pressure of 43.2 psf according to ASCE 7-98. Exposure C) • This design is not valid for areas with special wind requirements in excess of those listed above. • If the proposed structure is located in the proximity of a bluff, the top or base of a steep hill, or any other geographical feature that may affect the wind flow around the sign, the installer shall contact Cornerstone for potential redesign or re—evaluation. 7. The foundation has been designed assuming the following average soil conditions: • Allowable Vertical Bearing Pressure of 1500 psf (This value is used for spread type footings.) • If soil conditions other than those assumed are encountered (including soft soils, unstable or collapsing soils, expansive soils, organic materials, groundwater, adjacent utilities or any other condition of potential concem5 cease excavation immediately and contact Cornerstone so that the foundation design can be re—evaluated. • If the structure is to be located in the proximity i of a building or any other structure, Cornerstone shall be contacted prior to installation to evaluate any potential impact on the adjacent footings. • If the structure is located on the side or top of a slope in excess of 3: 1, the installer shall contact Cornerstone for re—evaluation. The foundation shall not be placed in or near a fill slope without Cornerstone's approval. • All concrete shall be placed in direct contact with undisturbed soil. There shall be no backfilled soil placed in or around the foundation without written approval from Cornerstone. 8. Cornerstone is in no way responsible for the safety of the work site during installation. The installer shall take appropriate measures to make sure that the installation of the foundation and the erection of the structure is performed using methods in compliance with applicable OSHA regulations. 9. If existing and proposed conditions are not as detailed in this design drawing the installer shall cease work and notify Cornerstone immediately. • Cornerstone will not be performing on —site inspections or verification of conditions. It is the responsibility of the installer, the structure owner, and the property owner to identify the on —site conditions (as per the limitations of notes 6 & 7) and to contact Cornerstone with any discrepancies or concerns. 10. Any deviation from these plans or non—compliance with the general notes without written approval from Cornerstone will render the entire design certification to be void. O i� 1 /8" 5'-1 1 /4" 1 /8" 4" 4" A A --III I —I -III�p 4 — 5 BAR CONCRETE FOOTING ® 12" C/C 3" -ELEVATION _VIEW A TS8X4X1/4 OR EQUIVALENT (2 3/4"0 ANCHOR BOLTS SEE DETAIL 8 - 5 BAR A ® 12" C/C 1 GROUND II , 4 #5 BAR I- ®r12"C/C 8- 15BAR ® 12" C/C 81 Q„ 5'-5 1 /2" 4 — 5 BAR ® 12" C C TOP TO 4 — #5 BAR 0 12 C/C BOT ° ° 8— 5BAR ®12"C C (TOF L® 12 C/C BOT p R 4 u u a.. 4 A 4 — - -1— .— ° SIGN FACE 3 4"0 ANCHOR BOLTS SEE DETAIL CONCRETE FOOTING N 0 n . v ,, •r /jI v H O� P! OFFICE— �y U � � W ON � NOTICE I °' �' Lio CORNERSTONE ENGINEERS, INC. IS CITY' A F � v 0 o w RESPONSIBLE FOR COLUMN AND FOOTING a� rn w n DESIGN ONLY. SIGN CABINET COMPONENTS �, a� LCD AND ATTACHMENT ARE THE RESPONSIBILITY w c o ®) ' P" OF THE SIGN MANUFACTURER q'vw Lam° `CIO ... a a� iu ° •� .L U -1•+ L O 0 0 � 0 z U n.ULJ o (n 2 1 /2" BASE PLATE cp 0 z W L0 o r W D� w Cr •O D co > �i O 12" .., O r 7" 3 4" PLATE b I o 00-0 W � •L 0 O TS8X4 �v (D �W� :o a� ee (� o O p SIGN FACE c° U O (n %C) 7 8"0 HOLES FOR X 3/4"0 A307 BOLTS (4) (D SEE A.B. DETAIL 5EGTION A --A � r W \ 4-- 0 m V_ c +• 3+ai, W v v � c 00 O 00 (V r tV 00 III O � U NON -SHRINK : GROUT ANDREW K. LEWTS r TOP OF FOOTING :a CONCRETE FOOTING LEVELING NUT 3 4"0 A307 ANCHOR BOLT 4» 2 -1 LONGW 7" THREAD ® TOP ,® �----� (3) NUTS & (2) WASHERS PER BOLT /� • I ANCC. CR BOLT DETAIL N.T.S. FL P.E. # 56418 TITLE DESCRIPTION THE WEST 117 FEET OF THE NORTH 1 /2 OF BLOCK 2, TIER 9 AND THE NORTH 1 /2 OF BLOCK 2, TIER 9, LESS THE WEST 117 FEET, E.R. TRAFFORDS MAP OF THE CITY OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. The Title Description and Schedule B items hereon are from Fidelity National Title Insurance Company of New York, commitment # 03-PHI-0498G/M. Dated 03/06/2003 r�z 1� 0 5 10 15 20 SCALE, 1'��20' COMMERCIAL STREET P Of I ROAD BASIS OF BEARING BEARING ARE BASED ON COMMERCIAL STREET RIGHT OF WAY, BEING NORTHERLY, AND AN ASSUMED BEARING N 90'00'00" E. 12 �(fAFRZKING STAL9STALL MARKED HANDICAP MARKED STANDARD F29,314 1 ARE FEET �!6 e� 0 z w n z s r .r 0 iE M YKINITY MAE NO SCALE ZONING INFORMATION SITE RESTRICTIONS: SETBACKS: FRONT: TWENTY FIVE FEET (25') SIDE: TEN FEET (10') REAR: TWENTY FEET (20') HEIGHT: FIFTY FEET (50.OV) BULK: 35% ZONE: GC2 (GENERAL COMMERCIAL) PARKING: 1 SPACE FOR EVERY 200 SQUARE FEET ALL SiTE RESTRICTIONS WERE OBTAINED PER (CITY OF SANFORD ZONNiNG, FLORIDA) L CONTACT: 407-330-5600 SCHEDULE "B" ITEMS u c C ASPHALT PAVEMENT (WIDTH VARIES) NOTES CORRESPONDING TO SCHEDULE "B": no IP. R� b mow LEGEND No W. SS000'OO"E 247.90' (M) 248.OV (P) rr oa+alstr sites" I'-%— GRANT EASEMENT OF THE CITY OF SANFORD RECORDED MARCH 8, 1960 IN O.R. BOOK 287, PAGE 282. APPLIES AND � •-•"'~ AFFECTS AS SHOHM. � x C t X � 116.95' (M) 117.00' (P} 14.OQ' 11$.95' (M) 117.00' (P) 8. f t FND t'OUND I. R. IRON ROD x �0b 7( { voo1 PAD AIR ,+, .'o ,� 1. P. VENT PIPES I Tt q ( { { ASPHALT �• •-v •� R/H RIGHT OF WAY RS. R PAVING a + n K u• ALLY M PU►t � •, ``+J � CONC. CONCRETE vACAtm APttY se.1077- ---•� � + t." D SANITARY SEWER MANHOLE olro esi _ _-- - ---- - --- JIM .-..-� r------------------�tlaied`c11t1E«.....«.__�._.._.....----- -_ - -7lDa-- g:..___......r. °�:�-gyp- •�".VALVIE'ROc,.1. � � "Z?J UTILITY POLE x 1 _�,. `� �...� _ °`°� tom: .;�' ' M , , p .•. 1 B i s . Q 4 t7: ; D R PROPERTY l I NE i lei --•• 10.fY •--•••-•-� 7 � - • , . . •. a r • �. SURVEYORS CERTIFICATE w �••� x •. 1 ORM EASMENT r" ..../ Q 1 a.R.8 287, PG 282 , ti : `, y • , C NY MEASURED' 4 Y .. r P4A _ r?i 1' '• i 4 _ 1 NtN I fit... '0 O� t�OI ••1)E w•t F. tiattOnilhl ti ' c Y' I7.p �pta]i�. itliwe F�•-7 •mot.•. R I Y�4 T.3:C, of - ITile. i�sy oco 2 to Stm � t7 .. cam. Masatr apt 1 Ih dasacl r \'•' ti t Titter , .� >,� A/ rant amxlil �.s.: •d' � 4 .:Liar sYo '. • Ne © O tbet by 1 ') grad 1>�� V13�t) and ��Y � . oar , rYrccesa le ... � � and tlueir ti:� visit the > all 1 egi8 r rtfrir 6ury Y PAY ._. C .I and lien ONCRETE •• d ' , e��•,������ Ilad eY �Y tile `a' a t I 1 8ro i,i SEA' HUS fa�dvmat I:ICEN INESS �'eY �� N IDado •c• • was W .. Do e), by L %• � a Venn and oking auras tllereUOn• _ s w+. i -} ~ WV• K ...... ..�,,,�. b structures, P UJ -� I CoNCl�E7E ,• PAVING i n OVERHEAD UTI Y ui]dfngrn, & , H x . et1 $ 1 (� d .. r . 4 1 p .1 .. $ t: T LINES o m PAVm((i'HOOD FENCE • I fthither certify as follows t►et P ' { I to g 1 . . • r P I ', "� .•.:... •. "" CHAIN LINK FENCE survey and the fihfommatlom courses f vQ 1 CRASS I I ••t- (� Ci ?„, WM WA CER METER 1. Tbo ey end diatmon abownthwn we camech � >< � � i r Z � of h[me fit conflict wiflt 11 w 1 �' ( I y .. METAL CAtiOPY aNlkaA/IR -N � 2. All physical evidence of boundary lines and lhw of posseasfas of occupancy have been shown laid proper notation made w d I ; I---»--{ 4 • 91 i a U'', : CD the 1 �••• t x ; ) r ; , I nor- (L 3. Unless o&erwise noted there are no boundary line discrepancies and no deficiencies in the que ntity of the land desotibed in the legal deeadptlan; IX 1 I ( 1 I t. ' • . ; rn F' f��y.r�p No. 0341111-04980 M piepenred by Fidelity _ I toted on tIe suuvey b the saw property as that set forth on the title Q a , I . ' ASPHALT , ALTA/ACSM Land Title Survey 4 y a. The ply 4 I x I I National Title Inautence Cotapat Y, sad tbat the title lines and lines of actual possession are the same Z 4 f 1 � y. 0. _ y i Q S. The size, locat►m and type of all visible bull1 Bill atd inpmvemeins are as shown and aIl mire wfthfn the boundary lines of the property and any x _._.. x x ___, x — x x • ••••• x .,..� Ic -�- x x x {---- X 20.8' noted on the survey; t~' 1 L ¢ building setback Hoe » specifically � ( e visible attuctutes and impsmemeats shown on the survey comadture all of the visible impmt►vennents on the lm'ol�y; I 116.90' (M) 117.00' (P)1 6 The �..,:�L 14.L .... . _ . 116:90' (M) 117.04' (P) i fir- rj-�q_M 7,othing setbacks are shown survey and there Oro 6 marked paddrig span. c oftetedo n are Fmp�ty. including l matkedbaudicapped ` -. _ _._ A __-----.. _..� _�:.__ .�.At • --r_ _ 1� _ ___.. _ _ �.J'j onthe CK tJil[ �, �.i1L...r _Jpaddn8 N►aOes:visible etroasv<hmmna by located ot► �PRiVATS 14' ALLEY . ®$.'Them am tw casearaab er rlghte ofwayreferennced in the title sepport provided over+ oE'tadjw,= property Onto, or uses atfeib38, thin PGpOM Or eaeelnCntatEa eOCiatiAg ferfll0 beSlet�t Ofsand apphgCEnant topr0i>QnY> of end allathareultv�cYnlatedtitloexooptinmaisdaatedonthetitle ---a+u Attu aRr oNu••-•—�•—sect � old---r•------�oNu � o►a. aw oNushown sad depicted an the 5utvey, and that all auamems, > eury to the eJuent such items ears be plotted; N90'00.00 W commia mt referwKvd in lead► tt4 slave have been plotted on ey m247.77' (M) 248.00' (P)stow .wv[ss)o• 2' G4 wAu. 1:.;J rw L18 No M9. Them are no visible encroacbmma by any of the visible improvements located on said property ouzo adjacent prapexty or onto easement areas an the property, other than m shown sad depicted an the Survey; A0r MAGE CW7-EI.isVE11'piC tiVeQa �yR� 1 AARCFJ. �Tb-ihSa- AC••eQdtl-0000 PNICtn: �2b�i0-30-6Afr02e4-ae70 10. Any visible diwh"e into streams, rivers or other visible conveyance system is shown an the survey and them are no :dreams. 1 panda, lakes, ditches or drains located on or bordering on Cr nursing through the pr opmty except as ahownn; I ,H 621 24th Avenue S. 73069 11. The survey shows the loc a mr of all visible alarm dnirage system for rho collection and �JVOW ofau roof and surleoe dndnage; 1 1 Norman, Oklahoma .b-ak . 1 �' (40iS) 701-va3S2 www.lis"alta.cam 12• All parcels which compzise the property are cantiguoua, wiUn no gam gores or ovedisps; � ( Own y: ate: 0913i 3 13. All setraok requirements of record and pmvlded or disclosed by applicable zoning, subdivisIoti at building codes are shown; ' 1 1 1 ST STREET F Revislon:update 14. All visible utility services on the property either entet the'property through adjoining public euft% m the survey shows the point of entry end iSurveyor lo�cadnn of any visible utilities which pass tbrough or are located on adjoining private ]sod; Ref..501 1 Ref.No: ERevlsion- STRELrr. 15. The property has direct vehicular sad pedestrian wows to dedicated public way(s).:in Patic0a FRENCH AVM4M AND C�OMMBRCIAI. Aprvd By. p desatlbed>benda does not He widifn flood hazard areas In accardwee with the doatmrelat en dlded "DOPOUsrent of Housing tt d ;; n BAM ate: CS U R VE YOR' S NOTES Fiend Revision: lb. The pmpatty Flood Hntnrd Aura MapsQ and Instead be In Flood Zone X j,.. 1�a�9�I 1 1,03 Urban Development. Pad inshuanoe Adtntfndetratimr -Spec o III This survey is made (i) in aoeatdanoe with tna 1999 "Mfnianum 5truodsrd Detail Regtrbarnmte ihr ALTA/ACSM I,nd 12tie fiarveys^ esabliabed and adopted by ALTA, ACSM and rue Nadoaml 3ocfety of and fneiudes Table A items Nos. I {except fiat sites that require record nionus�t platting), 2, 3, 4, 6, 7(a), 7(b)(1), 7(o visble evIdeuoe onJY),13,14,15 (with no mfrrmoe to and 16 and to the 1999 TA and ACSM and in effect on the date of this cerdficatialn)proposed)7 (if) a ri and the survey meets the aonawy requirements of d Survey. No.4224 ReAltration No. 42U By! Oaten K Bali a Date: 05-23-03 �0 STATE OF O R 1a l+ e T•o r, E'F' KEY TO ALTA--SURVEY eNAL 0 SERVIC ,'y;a'a; L��J'� 2 ,rne..wa<Arla+ (talEl l.� !�' hraeo 16 vlilm lux r IMela a rwlew j% scAm 3 saaneu,r mod 10 4. ,. t , `, 1, �,� 1g wortilraaAnoHcox ci;urance coverage. 5 IZJJ00 asdlkJAtedi 12 ►ANalN alyoa.Anae 19 anger AeYrA 1 eif, PLEASE DIREC7 At L caatcnr SURVEY'EGARDING THIS ,� • � , ,'� t!' .!""'" raasale nccaoewrt►t► usr 14 s'anr'c 'vI�` CEINFORMATION BY GRAPHIC PLOTTING ONLY, TH6�.ko" '� N1..ZONE "X" OF THE FLOOD INSURANCE RATE" MAP, C 1411 LAITY PANEL NO 121170 0035 E. WHICH BEARS AN-Z�)Vj=,DATA OF 04/17/1995 AND IS NOT IN A SPECIAL FLOOd�,HJl1ZAR6 AREA. NO FIELD SURVEYING WAS PERFORMED To DETERMINE. THIS';.70NE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ZONE "X" DENOTES AREAS OUTSIDE OF THE 500 YEAR FLOOD PLAIN. CEMETERY NOTE THERE IS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROPERTY. CPOS5IBLE ENCROACHMENT LIST) � ---- CONCRETE BLOCK WALL ENCROACHING 0.3' BUILDING 6.0' INTO O'nUTY EASEMENT FENCE CROSSES 16.0' OFF OF PROPERTY LINE. 1. No observable evidence ofearth moving work, building construction or building additions within recent months. 2.. No underground utilities are shown on this survey, only aboveground visible evidence of utilities are shown. 3. All statements within 'the certification, and other references located elsewhere hereon, related to: utilities, improvements. structures, buildings, party wails, parking, easements, servitudes, and encroachments; are based solely on aboveground, visible evidence, unless another source of information is specifically referenced hereon. easements, servitudes, and encroachments; are based. 4. No observable changes in street right of way lines completed or available from the controlling jurisdiction. No observable evidence of recent street or sidewalk construction or repairs. 5. No observable evidence of site use as a solid waste dump, sump or sanitary landfill. �i. *"10.t Y It*wt F. Ortlald k Intwna0wei Isar 54fdcw k,a - 2W2. ihle format and *1146 is Vnteote y Copptpht. all tots an nwkved. Any we or thb format anQ title b Strictly Prohlbned wtowat prior titan Oaemlpfon from Mtwnoeond.Low sw4ott• kw. Sheet 0f _ Scala: Date: it ,= 20'Revision: Prepared For: Sunoco, Inc. (R&M) J Client Ref. No: (SSA STORE 6888) (MASCOT STORE Project Address: 110 N. FRENCH AVENUE Project Location: SANFORD, FL, SEMINOLE COUNTY Project Name: SUNOCO FLORIDA Job Number: 03-02-026:052 >rrr�u MAY 2 3 2003