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HomeMy WebLinkAbout100 N. French Ave Plans New Construction 7-11rAi 4i y - �} " ,� p 1'-�'; - TFy% ..._. p' i - O l�. ..... f > ,.. ' 3 , . . i . : I I , ,, / 2.0� , - . 4i5° ,f'' ',_,",,7F 7- 20.0° �.5 Z3.0° 23.0/ 9.o ' I I G, . - jj � � -- j 1�,,-a"` L _�..� G R6?WE�P 157eRV/GE TO BE Ye_iP/F/�U ,� /v �,: `'a i. i h i°iF;: it _! . r_ ; J %3! 3! y A/VlJ GOOl7/N,4 TEO W/TN FL O,Q/�.4 , ; �6, � /,YY r� /3 . O �` ,C-e ,4N0 L /Cf-/T GOMF,4/V Y- c -e ,_._..._ _ _.__ a>� _� _.......... _. - _ . w. I� Y G \ .. ' ' �' . - 6� r aOii//t f !%✓t tiG ?Q "oQWzfl it�C�i iz� i� i G' $ 3"LG - G /lS� r O , rp $='e,VCo C.S a7S `� 4. _>, _ - S/., �>^. _.... _ ....... _ ....... _ ... T ........_ .... _ ..:...._ ....._ _... _ . 1 a-_ v . _ r ._- ram ,� __ - - '` __...... ...... _ _ ..I....I..... __--......... _ ...... ......... .:...:.__- r - ... _........_ _--..... ..-kl ...,_ _. 1 ;� G Iq. �. i , fir ? - t, ' r 'S' 3,n,S I®'l, tap a.2;�.a2� • • • • o • • s • • • I q + cam' Iy • 3 i a„ @@ P. 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D . . , . -F .>i p . o ' a . • . �, ' ,' 3,,i`,Sc Ia. ti 9 ;,° -,Y W. �, s' . G , ;, . Ai c, IPAMP �TYPJ i ..0'R. o 20. �R. . Ira . q 89.4 ° REMOVE- /05.0 L. F of E�Y/sT//V� C/JeB A/VO GUTTER Q o/ GONSTiPL/GT G> 5.O L . is OE l7�POP GUR'B 5ECT/ON ANO 40.0 L . F OF 5T.4/VO,4�P0 ClJif'B ANO BUT»' +Q 1 ` �- EX/5T/Nl� F/�C'E NYCaP,4NT,4T 7� NE 5oL/rl_l, ,4ST CO,,?/VE�r' OP /%I,4fL - AV ,4N17 STATE fzOAO4G. ,. �g'm� Its 9', 9.�,� ` ' I I I. 1, J{ ! - p. -. � ! .4-: . L . DS APUL L N PARKING REQUIREMENTS Arlo • OLIEA•NDER ® 50' CENTERS OR •'AS 'SHOWN. �(1) Space per 200 S.F.-Non Storage Area Propose MINIMUM HEIGHT 6'-0" I O PI,TT�SPOIlM 36 HIGH ON 36 CANTERS. 30 WIDE 1,684 Sd 7-11 Food Store -Non Storage Area= B-3 o. F = 8.42 Parking Spaces . ` ? _ s 200 S.F. .- BED WITH 3 THICK CYPRESS MULCH. Total Requirements 8.42 Parking Spaces �' C-89 'WAX• • LEAI° LIGUTRU -36" HIGH ON 3'6" CENTERS. 30" WIDE. O ' " Total Spaces Provided 11.00 Parking Spaces' , RED WITH 3 THICK CYPRESS MULCH. , I OD-3 Parking WAX Ml(RTLE 720' CENTERS, OR AS (SHOWN. space: 1 12'X20' MINIMUM HEIGHT f'-0" Parking Spaces: 2- 9 10'X20' t Parking.Spaces: 10-11 10'X23' ACTIVITY! NAME DATE »-10' DESIGNED BY . JMD 7/83 . scALE � 1 DRAWN BY: ' KMA 7/83 {: . CHECKED BY:. JMD/BCC 7/83 DATE DULY 1983 APPROVED BY: B.C. CONKLIN 7/83 REGISTRATION NO: 1 1092 7/83 N 0. DATE . REVISION APPROVED JOB N0. S6337.00 : S I A I LEH SE H VIC E B SUPPLY - i • b, :. , I.. :' .'- • . , ., DRAWING NO.. 1 of 4. ¢¢ 0I i' VICINITY MAP SCALE: NONE i SITE STATISTICS I . + T of 1 Sito Acrea e a 0 9 2 673.28 S.F. 0.47 - ( 4 Acre s P d ud' ave Area Incl ing Sidewalk I0,840.00 S.F. = 52% : a Pr sed -11 St e = . 0 0 7 or 2 619.00- S.F. 13a P � / Open Space 7,214.28 S.F. = 35% 4 E i Z x�st n onin GC �2 G n C e eral ommercial D' 9 9 strict C Utilities: Gas: Florida Public Utilities Co. 830 W. 6th Street Sanford, F1. 32771 .; (305)322-5733 . Power: Florida Power and Light Co. 301 N. M r Av tle e. Y Sanford, Fl. 32771 305 322-538 1 . I Sewer: City of Sanford 300 Park Ave. Sanford, Fl. 32771 1 305 322 ( } 3161 Tele h one South rn B p e e11 3 000 S uth o ate Road 9 i • f' d San or F1. 32771 (305}322-6701 ) Water: City of Sanford . 300 N. P ark Ave. ,� Sanford, Fl. 32771 .7 305 322-316 1 ,' Owner/Developer: Southland Corporation it I 5500 Diplomat Circle Orlando F1. 32810 (305)628-4456 I' Engineer: Conklin, Porter &Holmes P.O. Box 1976 Sanford, Fl. 32771 . i (305)322-6841 Surveyor: Henrich, Trotter, Carter and Ayers 636,N, Wymore�Road^^,^^ I F EX/5T//Vh iP,E-T�4/N/NBC 1�V,4L L .mil NG' . E C O E F N E /YG7T T F3 U ©�Tl'P /V H .. P /C'TJ'� L/NE.) LLj LL 0 JAM cONNEcT To E�Y/ST/Nl M,4/VHOL E> E ° , � �' �,�� .�� , � P/ /AW 13 2d 1 __._......_ _..... __...._ _. _..._ �m -....... — - _ ,. . .:._.. .........._ .__.... _� ........ _ .... __ .. �. .......... ._ ........... __. e......._.__.. ._ _......_ _ da ....��.'. . . . . ........ ................. — v f' r ,4 `�,°�`'�- °�`��'"�`�� '�`'"�'`��%`���`��'��''��• `-���`�����"�``�'�'°� �% � - ��: ,�.�<��'�.�r-, � ��• NOTE: Sanitary sewer lateral location shall be determined mpg - �. r i .._.. k ...�...._...._...___ .........� ..... i -.., > ..-_. p _.�....: ........_—; ______. �. �..�.......... _................ .... b _...._ _ ....__ _ ._. _. ..0 . � _ t v k rr - y � P- �-,-•. �' b the and -may .� CITY OF SANFORD � y Ey a ®.._. _ _... ...._ ...__. ........ _.._. #� i _......... _ ........ _ ._�; __ ,.., x_ _ _., .....�........T_.....�,.. _..� __ ._. �.._, . _...... k._�____...,�.._ _. _..�._ __........�-----.»_�..�...R.....,_,.,._...._..._._......_.............._.. ., 3 s different than shown on the 1 arts . The Contractor t1� A A ` 'q� m _.___..... _..... b _- shall coordinate this work with the City Uti 1 i ty t / l D tm det its s service ................•...•....:......•.•.•.•.;.•.•.;.•.•.•.•.•.;.•.•.•.•.•.. e r ent. Al 1 a such a er 1 � ne P i .y - •'''' material di o work and charges etween f ti • v �.. dd '........•.•.•........•.•.•.•:.:�:�:�:�::;:;:::�:�:�:�:�:::�:�:�:�:�:�:.•:•:•:.;.;.;.;.•:•.•.•.•.•.•.•.•.•:•:•:•:•:•:•:.;.;.;.:.•.•.•.•.•.•:•.•.•:•:•:•.•.•.•..,.•... Contractor, Owner an Utility, shall e in accordance j � 6 • 'Requirements. Standards d with U ilit D Department St n ar an aJ 9 t ear a Y a• - P tii' ^w 1 9 11 B d Proposed l J Proposed Building n r e Water Service r e it n 0 os t vice for o os a 'k P P 9 .. {/{�. 1 \ G b•Coordinated I S tem Sh b with he Irrigation s all et . 0. g a y a b u U Company. A D Such Service Li ne Utility o an 11 Details has D� •d 1 y .. . •:.:.;.;.:.;.•.•.•.•.•.•.•.•.•.•.•;.•. •.•.•.................... ................•.•.. • '..•:::";':::•;•:':<':'.•.:•:•:•:•:•: -•:•:•: ' ' � ' • ' • Material Shut -Off Me Division i s' Work and Changes ....•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•..•.•.•.,.•.•:•:•:•:•:•:•:•:•:•:•:•:•:•:.;.;.;.;.•.•:•:•:•:•:•:•:•:•:•:•:�:•:•:•:.;.;.;.:.•.•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:.;.;.;.;.•.•.•.•.•.•.•.•.• . ater al , 0 ter, �v ion of or a g � o. • ' - • � • • • • • • � ..•.•.•... �.,, ' " Between Contractor and Utility, shall be in accordance \ , . . , \ ..,�.....•.•.•.•.•,.•.•.•.•.•.•.•.•....,.....•.•.•.•.•.•.,.•.•.•.•.•.'� .•......•.•.• . • to Utility Department Standards and Requirements. t ' 9 oo • 0 A v ':• '•: Y•'.: i v�- A :.:�•' . C i; Ik bI { p -" V \ ft P a :y i `v 0 9 s Co 4 m 'r A' , 'l QD IrvI' w'/ v ' I'Uj :.:. r 0 , • a D ti } 0CID Q . V M k s . A. v Lij I d)) I m l ti o/ a �I 0 Q \f .'0 0 . .D •W A Conklin Porter and Holmes ENGINEERS, INC. POST 1976 I 500 W. FUILCTONOSTREET SANFORD, FLORIDA 3.2771 DATE TEL 305 322-6841 TEL 305 831-5717 STATLER SERVICE & SUPPLY FOR 0701 ACTIVITY NAME DATE DESIGNED BY: JMD 7/83 DRAWN BY: KMA 7/83 CHECKED BY: JMD/BCC 7/83' B.C. CONKLIN , APPROVED BYE 7/83 REGISTRATION NO: 11092 7/83N0. DATE I LEGEND f9� EXISTING ELEVATION 159 PROPOSED ELEVATION DIRECTION OF SURFACE FLOW PROPOSED ASPHALT PAVEMENT (1-1 /2" MIN., TYPE 1) I b PROPOSED CONCRETE PAVEMENT I (6" THICK, 3000 P.S.I.) .ITE GRADING PLAN SCALE' 1 »-10' DRAWING NO. 7®11 STORE DAT'E1 OULY 1983 JUL, 9 of 4 �06 NO, S6337.00 SANFORD, FLORIDA REVISION APPROVED (J I F/LL k'EQU/�PEO A 6TArvL7ARv CURB ANO c,UTTEA:' /A /2. O 47. 33 9. O 20. 0 20. 0 /3. O /O, 0 4 O /O. 0 /2. O 21 05 20 /9.0 — 19 , 18 F//V/51_1 /cL OIOR EL 20 5 1 ; 1117I �9I5 /9.4 /9 F/LL k'A6 U/JR •O EX/ST//Ve 4A.4.0 ErTYP.�) �f ICK, -3, 000 /F5. /, 6O/1/CRETE THE N,4TUi24L S//,B-ae,,40E 51-1AL L 5C- a /! 5T,4B/L /ZEO 5U,E3 COMP�GTE� TO A 4;EN5/TY OF -NOT QF 50 LE555 ThNA/V 95'/e (A5'TM v-/557)11V TO 95 % M/N 0,"--A5TM 1p-15.57. Tf1E ma �11 i ii 11, I'Ll 1: 1 11 SCALE: 1 "-10' HORIZ. 1 "- 2' VERT. B / �.45 PUMP /5L.411127 7 5/ 6.5/ /O.O/ /5.O / 767 r .:° 11171 7. /Z. O/ I- /Z. O / , .701 I r2.01 ,2.Or 21 20.2 2a.2 20 /9.7 117 /9.35 (EX/5T/N6� .. .. �� 1 9 /g.7 e.b _ ' ' ' /B.7 /g.6 --. /B4 /8.5 f� o . c o p 18 E.Y/5T//1/C� PAI/EM�NT .6 P/fOP C1_1RB A/1/!7 CUTTER /r/2 r/.4SPy�JLT/C CO/VC�?ETE, TY/'EI EX/5T//Vf 411�AUE ("7 //,, T,4,8/L /Z,S� ✓SUB- �.45E, �S. i! 6 //L /MEiPOCA- ,5,d 56 CCV1e..S,� Cl2MP,1 CTE© / %a rr A5Py,4L TIC CO/Vc�PETE, T YOE I 0/= 567 / S. /., A/VP COMPA47- !%7 T®,q E/VS/TY OF /UOT LESS T,yA/V 9S % /r Tc� ' 95 % M//V. OF,45rA110-/557 6 L /ME,POCK BASE coC//PS� CoM/�,4 CTE P AS P,E7P ,45TM v-/557. TOA PENS/TIC OF NO T L ESS 7AIA/V 95 T//E IVATUiPAL 5610 51-14LL .BE COMP.4Crep A5 PER -45TM L7-/5�✓7. TO ,4 OE/Y51rr OE NOT LETHE /v,JT!/RAL COMF'ACTEo - /557) /N Th/E TOf' /2// T0,4 hEN5%TY OF NOT LE55 TX1.4N(A5TM0- /557) /N THE TOP /2/! 21 J /9.3 20 19 18 / %2 1/1W/i l ,4.5PI-1,41- TIC CO/VCRETE, TYRE Jr 6//z-Im,,=__ez BASE COUiPSE n5,w)c,1CTEv 7-0A Z2EN5/TY OF NOT LE55 TNQ/V 95'/O A5 PErP ASTM 42-/557 <.*45 P1_11WR 15LA/VO j C I 21 i 20 19 .I 18 EX15T/Nl P,4l�E/1�1ENT viPOP 4::-,Z1e5 14/Vv GUTTEiP Ca// rv/CK, 3000 P.5i CO/VC-PETS G//5T,4B/L /ZEO SUB ;BASE, FB. !/. OF 50P. ,5. /. , ANL7 G0/LIPAGTEp TO 175 % M/N. 67F•A5T1W O-/557. CRO SECTION DETAIL R--R CROSS SECTION DETAIL. C-C SCALE: 1"- 10' HORIZ. SCALE: 1 "-10' HORN. 1 "- 2' VERT. 1 2' VERT. 16 N 6N 12M TRANSITION FROM LOW 2" R. POINT TO GUTTER TO N 3/4N R a SLOPE OF PAVEMENT. 3 R. - - PAVEMENT SLOPE o011 Z _ \ (D 2- 0" vN 2-on SPILL TYPE CONCRETE STANDARD .CONCR TE CURS AND ;CUTTER CURS AND GUTTER Conklin Porter and nolmes ENGINEERS, INC. Q POST OFFICE BOX 1976 500 W. FULTON STREET DAT E TO FOR SANFORD, FLORIDA 32771 r TEL.305 322-6841 TEL 305 831-5717 PROJECT CONTROL STAT LER SERVILE & JUVVLY - 1'- 2" 100 SLOPE TO FiT DRIVEWAY a 3/4" R. 2I - ON CONCRETE DROP CUR -Jo ACTI V i TY NAME DATE DESIGNED BY: JMD 7/83 DRAWN BY: KMA 7/83 CHECKED BY: JMD/BCC 7/83 APPROVED BY: B.C. CONKLIN 7/83 REGISTRATION NO- 11092 7/83 NO. DATE ■ LAN VIEW wink GENERAL. NOTES Materials and construction methods for paving and strom drainage construction shall be in accordance with the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1977, or the latest revision thereof and supplemental specifications the'reto., A. Pavement shall be constructed of 6" stabilized sub -base, Florida Bearing Value 50 P.S.I.,'6" limerock base, 1-4/2" minimum Type I asphaltic concrete.. Also see pavement cross -sections. The Contractor, shall selectively clear and grub the site, and he shall consult with the Owner prior to removing trees which are not actually in the proposed paving areas or within 3' of the edge of pavement, except if required for safety reasons, in which case their removal shall be determined .by the Owner, Engineer, and CITY Engineer. In addition, the Contractor shall provide clearing as required for installation of utility and drainage facilities. All materials excavated shall be the property of the Owner and shall be disposed of or suitable materials utilized in areas to be filled, as directed by the Owner and/or Engineer. Repair and replacement of all private and public -property affected by this work shall be restored to a condition equal to or better than existed before commencing construction work, unless specifically exempted by the Plans. Cost to be incidental to.other construction and no extra compensation to be allowed. Legal surveys, descriptions, easements, boundaries, topography, contours, cross -sections, lot lines, street right of way geometry, existing improvements and cultural information, and other horizontal and vertical land surveying information has been furnished to the Engineer by others, and the En- gineer assumes no responsibility for their correctness or accuracy, The Engineer's work shown on the Plans has been prepared based on. the survey information provided by HENRICH, INC. WINTER PARK, FLORIDA I.The Contractor is directed to obtain a copy of the site survey for the location of lot corners. P.R.M.`s shall be provided the Contractor by the Owner for laying out this work and Contractor shall exercise -care -not td,disturb*'these-.monuments: Should any monu- ments be disturbed during construction by the Contractor, they shall be replaced at his expense by a surveyor approved by the Owner. For identification in contractural agreements, this set of drawings is dated Any revisions thereafter will be noted and dated on the affected drawing or drawings, The location of all existing utilities shown on the Plans have -been determined from the best infor, mati on available, and are given for the convenience of the Contractor, The Engineer assumes. no responsibility for accuracy. Prior to the start of any construction activity, tt shall be the Con- tractor's responsibility to notify .the various utilities, and to make the necessary arrangements for any relocations of theseutilities whether shown on the Plan or located by the utility company. All utilities which interfere with the proposed construction shall be relocated by the respective utility companies, and the Contractor shall cooperate with them during relocation operations. Any delay or inconvenience caused the Contractor by the 'relocation of the various utilities shall be incidental to the contract, and no extra compensation will be allowed. All site work shall be constructed to CITY OF SANFORD Specifications and subject to CITY inspection and approval. Landscaping shall be provided by Owner. All disturbed areas shall be sodded, All signs to conform to the CiTY OF SANFORD Sign Ordinance, NOTE: The Contractor i s directed to obtain a copy of Soils Engineers Report dated 7/ 18/83 , Report No. 2271 and follow all site preparation specifications prepared by' niyersa Engineering & Testing Company, Orlando, Fl., Telephone: 305/423,-0504. Concrete pavement contraction and expansion joints shall be to Portland Cement As$ociation Standard Specification details and recommendations, The Florida Concrete Promotion Council is located in Winter Park, Fl,, Phone: 305/644•-8279, Representative i.s Mr, Jack Pane, The Owner reserves first rights at salvage of existing facilities. The Contractor shall remove and legally dispose of all unsalvaged existing building facilities, asphalt and concrete pavement, concrete curb, driveway aprons and concrete sign and li.ght'bases prior to starting proposed site improvements. The Contractor shall coordinate his work with_the Owner and the CITY OF SANFORD —Building and Engineering Departments. This site plan does not include mechanical, electrical (power), architectural, structural work and drawings; Specifically not included is work or responsibility concerning gasoline storage, pumping and related matters and regulatory agency approvals i,n this regard. �oR MOUNT�NC /LATER/oR 4/5T,4/V0.4,P© aATE5 K36//M//V.) ict;0,575, LEA! ,6= 011I'8//5QZ1AA;E ME74L APl5T.5 HOLE //V GU/VCeEETE 51-A5 CONC�PETE 5L AB Z/. O / WHEN POL/RED. SET f 05T5 /N PC->L E5 A1007 FIL L W17I' V .S,4CK- WOOo IC105T.5 rE oR EaU/vALE/Vr �r/G-EOAiP OiP CYPif'E55 4' • ; . o. O :4 . 4 •o - 6 /CI-IAINL/NKFE/1/CE NO TE mAxIMUM 5EP.4R,4 T/O/1/ =67e P05T.5P,4C/NC�► /5 8. o � E.YTEP/OR P05r,5 TO ,BE 5C—• 11V 71-le ROC//1/O O/V Tf-/E 01_1T514;E Ev,E OF THE CO/ViceETE 5L,4e E.r-rE/�iaR Po5T5 M.4Y NOT BE SET /N THE SL,4E3. DUNIPSiER PAD AREA FENCING DETALI�S SCALE: NONE' a SITE DETAIL SHEET` I