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Home My WebLink About2700 W 25th St- 20-928 Site Dimension Plan-M- f�, DATE // r SPE!/ p cTiYre X40„ QvoEl� 7yoicRc -� I y �D �4 ,C'2o�a eT,c�v �-o/z ,ei�,v/' rzr,�,y DESIGNED BY: JMD 9/84 2� �""Eo, 8 I�Emo!/�o C�-YY� "D2/vC/��aN l/� �� Il�r2 ' jl DR9WN 3Y -M- P,,ciA- le ��rA3 f�, DATE P,,ciA- le ��rA3 N r,l Gf`')7� z.Gr-ti PERMIT FCE TI•', 7 API'ROVAL WES ,delr GPANT P fiMISSldS, I U UItjI_^ 1 Af'�V Apt (3C;" R: j(;,9 ATI n .1 7/ 71w a STATLER SERVICE 8 SUPPLY S�/�1/i�✓OLS ��l�i�//"1� 4 PROJECT CONTROL. Ners .......... 4' i-�ouGE►/�� Q STATISTICAL DATA :.. r.-A;+✓i'::::.—'?.',.f,'.'::::.�.�::::::::::::.:. .: .::•::i::i:::i::::::+.':.:r-^;rw•::'.:::::r:v..— r.^!.isi;::::..yia!'-•:::i:•:::::a.r-r'.r... >..... Total Site €� 39 �d e Ac 8 SF Acreage: 0 1 > .9 8A g Paved Area including d in mSidewalk- 21,011 SF 52.54% 1 Open Space: 15,696 SF 39.25% Building Area: 3,281 SF 8.21% A Existing Zoning: GC -2 Utilities: Power: Florida Power & Light 301 N. Myrtle Avenue 'Sanford, Florida 32771 (305) 322-5381 AIRPORT BOULEVARD TURN LANE DETAIL Seer: septic Ink �.�6 ///T////y /Ye) '�� '�� /✓' //�/ Tel ephone: Southern Bell Telephone and Telegraph 500 N. Orange Avenue Orlando, Florida 32810 (305) 351-9941 Water-. City of Sanford Utility Department /��//�/� 300 N. Park Avenue /T / fit' 7�r�/�i/� �//.9��"` Sanford, Florida 32771 w (305) 322-3161 ;CQ- Owner/Developer: Southland Corporation .;,,,1300 Lee Rd. Orlando, Fla- 32810 - (305) 295-3076 0 Engineer: Conklin, Porter "S Holmes -Engineers P-0. Box 1976 Sanford, Fla. 32.771 �I (306)322-6841 `VICINITY '.MAP LANDSCAPING LEGEND_ LIVE OAK (QUERCUS VIRGINIANA : MINIMUM toe1e-nwr Vf/ A CAL, 19612 (=� F l 'l.. " Te -7 " ttr. cc J i C -X-:)@ SWEET VIBURNUM ® � �11 TRICK.. 6YME51S TO 8--4 �'° TO 17-92 =� S.R. 4GA SITE /n=lc vc el o 'ASA/ 1C�6. ®o/Y E,�rsr/ivy �H.zz:�e'xr/o"5/ 'Ila .e<, 6,,4y %C-vYT 7VIel' Z,gNE Emig. W SANFORD FIRE DEPARTMENT 1303 FREN H . V UE SANE RD, / ID. 32771 r 71 d ! I i'!4✓�L. %_,wn07 01Z%.o 1 1 1M F-Wn nl%J" I 1 VnIIII L.11F.. ®o %Yp n L- LP®aVnL__dffl,0u%JU'VJ F -L hLAUM 16? 2° SITE GRADING FLAN 4 GENERAL NOTE & DETAIL SHEET 4. SURVEY %0"'ITE DIM0001INSION PLAN .9Aid 8 9r' ACTJ�lJTY J`JA�AE DATE // r SPE!/ p cTiYre X40„ QvoEl� 7yoicRc -� I y �D �4 ,C'2o�a eT,c�v �-o/z ,ei�,v/' rzr,�,y DESIGNED BY: JMD 9/84 2� �""Eo, 8 I�Emo!/�o C�-YY� "D2/vC/��aN l/� �� Il�r2 ' SCALE 1" DR9WN 3Y My N r,l Gf`')7� z.Gr-ti PERMIT FCE TI•', 7 API'ROVAL WES ,delr GPANT P fiMISSldS, I U UItjI_^ 1 Af'�V Apt (3C;" R: j(;,9 ATI n .1 7/ 71w a STATLER SERVICE 8 SUPPLY S�/�1/i�✓OLS ��l�i�//"1� 4 PROJECT CONTROL. Ners .......... 4' i-�ouGE►/�� Q STATISTICAL DATA :.. r.-A;+✓i'::::.—'?.',.f,'.'::::.�.�::::::::::::.:. .: .::•::i::i:::i::::::+.':.:r-^;rw•::'.:::::r:v..— r.^!.isi;::::..yia!'-•:::i:•:::::a.r-r'.r... >..... Total Site €� 39 �d e Ac 8 SF Acreage: 0 1 > .9 8A g Paved Area including d in mSidewalk- 21,011 SF 52.54% 1 Open Space: 15,696 SF 39.25% Building Area: 3,281 SF 8.21% A Existing Zoning: GC -2 Utilities: Power: Florida Power & Light 301 N. Myrtle Avenue 'Sanford, Florida 32771 (305) 322-5381 AIRPORT BOULEVARD TURN LANE DETAIL Seer: septic Ink �.�6 ///T////y /Ye) '�� '�� /✓' //�/ Tel ephone: Southern Bell Telephone and Telegraph 500 N. Orange Avenue Orlando, Florida 32810 (305) 351-9941 Water-. City of Sanford Utility Department /��//�/� 300 N. Park Avenue /T / fit' 7�r�/�i/� �//.9��"` Sanford, Florida 32771 w (305) 322-3161 ;CQ- Owner/Developer: Southland Corporation .;,,,1300 Lee Rd. Orlando, Fla- 32810 - (305) 295-3076 0 Engineer: Conklin, Porter "S Holmes -Engineers P-0. Box 1976 Sanford, Fla. 32.771 �I (306)322-6841 `VICINITY '.MAP LANDSCAPING LEGEND_ LIVE OAK (QUERCUS VIRGINIANA : MINIMUM toe1e-nwr Vf/ A CAL, 19612 (=� F l 'l.. " Te -7 " ttr. cc J i C -X-:)@ SWEET VIBURNUM ® � �11 TRICK.. 6YME51S TO 8--4 �'° TO 17-92 =� S.R. 4GA SITE /n=lc vc el o 'ASA/ 1C�6. ®o/Y E,�rsr/ivy �H.zz:�e'xr/o"5/ 'Ila .e<, 6,,4y %C-vYT 7VIel' Z,gNE Emig. W SANFORD FIRE DEPARTMENT 1303 FREN H . V UE SANE RD, / ID. 32771 r 71 d ! I i'!4✓�L. %_,wn07 01Z%.o 1 1 1M F-Wn nl%J" I 1 VnIIII L.11F.. ®o %Yp n L- LP®aVnL__dffl,0u%JU'VJ F -L hLAUM 16? 2° SITE GRADING FLAN 4 GENERAL NOTE & DETAIL SHEET 4. SURVEY %0"'ITE DIM0001INSION PLAN .9Aid 8 9r' ACTJ�lJTY J`JA�AE DATE // r SPE!/ p cTiYre X40„ QvoEl� 7yoicRc -� I y �D �4 ,C'2o�a eT,c�v �-o/z ,ei�,v/' rzr,�,y DESIGNED BY: JMD 9/84 2� �""Eo, 8 I�Emo!/�o C�-YY� "D2/vC/��aN l/� �� Il�r2 ' SCALE 1" DR9WN 3Y RBB & DGE 9/84 '�QpE� �'•�` �•��` - CHECKED BY: — --- JMD 9/841 DATE 9/84 APPROVED BY BCC � 9/84 ' ,��j��2 well- el Plz2 LRLEG1L,sTRALT1oN !t0 1 1092 N 0. DATE REVISION APPROVEb JOB N®. X6357.00 1W h ft Y Z. 1Ve2,r11Vr111_v 6,01v7ZAer - n', All 3 v �N' rt ry 0 cc i? X '/A/ 107' z21J76_4eZ5 in A Elf"All-91611L ....... ....... . . . ............. ....... k" 00 Sia Ax/ 11,W4 6Y1371116- DWAZZ 3. //v/. ..... . ........ 77-4 � . ....... Is /Z�z 9 .......... .. ................. .. ............................... ... X q . . ................ '46 .. .............. �vl'le — 't 1/ -0 - — — c V15171�� f /",I: -, - I e6 'e le7 4�' '2411eep 2,1 e6lp .................. .......... 12 Illow 'Ay mov . .... 17) --lav ............. ...... .w ....... ... ........ ........... . '!�X/srz/v_ /w/ _ ................ .......... . .......... ..... . . ... . . -, 1................ 4 11 " i m ...... * * ' - - ? ....................................... ...... .. . ..... ................. ......... ........... ........ ... .... ..... .................. ....... ... . ......... ... ........ ...... .... .... . .......... ............ .................... ............... ...... ...... I ------- ----- A/ .40 �a W47,_6C llt'lql, 60 wel-7, _Z 7 C-1 Z � �// /y �7? NOTE: SAW 'CUT EXISTING EDGE OF PAVEMENT TO PROVIDE UNIFORM SOLID EDGE -FOR MATCHING PROPOSED CONCRETE VALLEY GUTTER OFFSITE DRAINAGE DETAIL. AY 211 1v avwy 6IL-eT 4/vo pw 15 '72 Z 4a? /�V/" ;�_5 941Y X IN(l. 37 omp C D. 46alb /W., 09.41 441ye- -24 //W/-// 04 11141,q s. //Yv -3,5. /(9 ACTIVITY NAME DATE SCALE- 1'= 20' DRAWING NO. nklin Porter and molmes DESIGNED BY: JMD 9/84 ENGINEERS, INC. DRAWN BY: RBB/DGF 9/84 POST OFFICE BOX 1976 CHECKED BY: JMD 9/84 DATE 9/84 0 f 500 W. FULTON STREET 14 77 SANFORD, FLORIDA 32771 DATE -TO FOR, APPROVED BY: BCC 9/849ro JOB NO. S63.57.00 TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION N0: 1 1092 N0. DATE REVISION APPROVED SUPPLY LEGEND 111.1 EXlS--TfN.G ELEVATION PROPOSED ELEVATION 1 '1 7---'` EXISTING CONTOUR_ PROPOSED CONTOUR DIRECTJON OF SURFACE FLOW PR OP 1-1/2" ASPii)ALT TYPE III 'PROP. 6" THICK 3000 P.S.I. COl'-INC" SITEGRADING P 6 7 0 R E CITY. OF SANFORD, FLORIDA m rep x1avv6-441, . . . ..... 70 11A t/Z' /-Zoal 1A 1/- 0 /Z//-/,9 sDv in A Elf"All-91611L ....... ....... . . . ............. ....... k" 00 Sia Ax/ 11,W4 6Y1371116- DWAZZ 3. //v/. ..... . ........ 77-4 � . ....... Is /Z�z 9 .......... .. ................. .. ............................... ... X q . . ................ '46 .. .............. �vl'le — 't 1/ -0 - — — c V15171�� f /",I: -, - I e6 'e le7 4�' '2411eep 2,1 e6lp .................. .......... 12 Illow 'Ay mov . .... 17) --lav ............. ...... .w ....... ... ........ ........... . '!�X/srz/v_ /w/ _ ................ .......... . .......... ..... . . ... . . -, 1................ 4 11 " i m ...... * * ' - - ? ....................................... ...... .. . ..... ................. ......... ........... ........ ... .... ..... .................. ....... ... . ......... ... ........ ...... .... .... . .......... ............ .................... ............... ...... ...... I ------- ----- A/ .40 �a W47,_6C llt'lql, 60 wel-7, _Z 7 C-1 Z � �// /y �7? NOTE: SAW 'CUT EXISTING EDGE OF PAVEMENT TO PROVIDE UNIFORM SOLID EDGE -FOR MATCHING PROPOSED CONCRETE VALLEY GUTTER OFFSITE DRAINAGE DETAIL. AY 211 1v avwy 6IL-eT 4/vo pw 15 '72 Z 4a? /�V/" ;�_5 941Y X IN(l. 37 omp C D. 46alb /W., 09.41 441ye- -24 //W/-// 04 11141,q s. //Yv -3,5. /(9 ACTIVITY NAME DATE SCALE- 1'= 20' DRAWING NO. nklin Porter and molmes DESIGNED BY: JMD 9/84 ENGINEERS, INC. DRAWN BY: RBB/DGF 9/84 POST OFFICE BOX 1976 CHECKED BY: JMD 9/84 DATE 9/84 0 f 500 W. FULTON STREET 14 77 SANFORD, FLORIDA 32771 DATE -TO FOR, APPROVED BY: BCC 9/849ro JOB NO. S63.57.00 TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION N0: 1 1092 N0. DATE REVISION APPROVED SUPPLY LEGEND 111.1 EXlS--TfN.G ELEVATION PROPOSED ELEVATION 1 '1 7---'` EXISTING CONTOUR_ PROPOSED CONTOUR DIRECTJON OF SURFACE FLOW PR OP 1-1/2" ASPii)ALT TYPE III 'PROP. 6" THICK 3000 P.S.I. COl'-INC" SITEGRADING P 6 7 0 R E CITY. OF SANFORD, FLORIDA m I • SDP C "x38 B P SECTI® CC HOR: 1"= 20'' VERT: 1"= 2' Conklin . .Porter and Holmes ENGINEERS, INC. 0 n POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 STATLER SERVICE & SUPPLY 1 6' 3/4' BEVEL s 4r. SURFACE MATERIAL BASE COURSE VERTICAL 'CURE 10'-0. FOR MOUNTING INTERIOR POSTS, LEAVE 8' x 8' SQUARE HOLE IN CONCRETE SLAB CONCF#ETE SLAB 21.0 WHEN POURED SET POSTS IN HOLES AND FILL WITH SACK- WOOD POSTS TO `' _ PROJECT CONTROL SCALE- AS SHOWN RETE OR EQUIVALENT. 6' CEDAR OR CYPRESS 9/84 ''. FENCE'. DGF •.' .; T.' •: ,.x - ''► x DATE 9/84 '- 6" STEEL PIPE FILLED ti.•t NC, SEE DETAIL W/ CZ.(3) JMD 9/84 BELO EA. APPROVED BY: NOTE: _ MAXIMUM SEPARATION FOR POST SPACING IS 8'-0' EXTERIOR POSTS TO BE SET IN THE GROUND ON THE OUTSIDE EDGE OF THE CONCRETE SLAB. EXTERIOR POSTS .MAY NOT BE. SET IN THE SLAB. DUMPSTER PAD AREA FENCING DETAILS r 00 6'A� 6 :; A .HOR: 1"= 20' •..�: VERT: 1"= 2' •. A` _� ' -.. tf PROPOSED �" PAVEMENT PAVEMENT CROSS-SEFENCIN PLAN CTION SPECIFICATIONS: ER PAD 6' ' • - FENCING 6' STEEL PIPE tf CONC. FILLED\.. O = 1-1/2" MIN. ASPHALTIC CONCRETE, TYPE III ' (3) REQ' D + OO = 6" L IMEROCK BASE COURSE COMPACTED TO 2-#5 BARS FULL LENGHT PROPOSED I� A DENSITY OF NOT LESS THAN 95X... (ASTM D-155.7) CURB IN FLUME 6• _ � PAVEMENT CA OC= 6" STABILIZED SUB -BASE, F.B.V. 50 P.S.I. r--�co - SHALL HAVE. A MIN. IN-PLACE- DENSITY OF NOT _18. ---"�` CONCRETE LESS THAN '95% (ASTM D-1557) - 6'. SLAB O THE NATURAL SUB -GRADE SHALL BE COMPACTED 70 6`-6'/10' x 10' W.W.M. SECTION A—A A DENSITY OF NOT LESS THAN 95% .(ASTM D-1557) HAS BEEN OBTAINED IN THE UPPER 12" OF IN- CONCRETE FLUME DETAIL CONCRETE �. ENCASEMENT PLACE SOIL 15' O 6" THICK.' 3000 P.S.I. CONCRETE -PAVEMENT DUMPSTER PAD 6" O= 5" THTCK, 3000 P.S.I. CONCRETE PAVEMENT S'T'EEL PiPE DETAIL----,, _ 12!1 LIMEROCK BASE COMPACTED .TO A DENSITY OF NOT LESS THAN 98% (ASTM D-1557) O= 1 3/4" MIN. ASPHALTIC CONC., TYPE S-1 GENERAL NOTE.? 1. Materials and construction methods for paving and storm drainage construction shall be fn 7. The Contractor is directed -to obtain a copy of the Soils Engineer's Report 1i accordance with the Florida Department of Transportation Standard Specifications for Road dated OCT. 2 19 8 4 , Report No. 4903 and follow all site preparation and Bridge Construction, 1977, or latest revision thereof and supplemental specifications specifications prepare y Universal Engineering an esting Company, Orlando, Florida. thereto. Telephone (305) 423-0504. 8. 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 light bases prior to starting proposed site improvements. The Contractor shall coordinate his work with the Pavement shall be constructed of 6 stabil ized sub -base, Florida Bearing Owner and Building and Value 50 P.S.I., 6" limerock base, 1-1/2" minimum Type-= asphaltic concrete. Engineering Departments. Also see pavement cross -.sections. 9. This site plan does not include mechanical, electrical (power'), architectural, structural 2. The Contractor shall selectively clear and grub the site, and shall consult with the Owner work and drawings. Specifically not included is work or responsibility concerning prior to renoving trees which are not actually in the .proposed paving areas or within gasoline storage, pumping and .related matters and regulatory agency approvals in this pt 3'-0" of the edge of pavement, except if required for safety reasons, in which case their 'regard. _ removal shall be determinedby the Otmer, Engineer, andC/TS/ OF _?XYFD,PD Engineer. In - addition, the Contractor shall provide clearing as require or ns�ali a tion of utility 10. All site work shall be constructed to ��`y aF cg9ry�,�D �"x/sTiNa and drainage facilities. All materials excavated shall'be the property of the Owner and, Specifications and subject to CiTj inspection and �95'Pr�l4�T�PArID shall be disposed of or suitable materials utilized in areas to befilled, as directed by approval. the Owner and/or Engineer. 11. Landscaping shall be provided by the Owner. All disturbed areas shal-1 be sodded. 3. Repair and replacement of all private and public property affected by this work shall be - 2 restored to a condition equal to or better than existed before commencing construction 12. All signs to conform to the C��% y OF s.9h'FnP�D Sign work, unless specifically exempted by the Plans. Cost to be .incidental to other Ordinance. , construction and no extra conpensation to be allowed. -1 o he Florida Statutes excavator 17 53 f t i S es re requires that an mots all a 13. Chapter f s utilitle 4. Legal surveys, descriptions, easements, boundaries, topography, contours, cross-sections, qY 9 s a m'.^imum of two (2) working days prior to excavating . Drawings only show the approximate lot lines, street right-of-way geometry, existing improvements and cultural information, locztion of gas mains and do not show service lines. Actual line location is by on-site and other horizontal and vertical land surveying information has been furnished to theinspection by gas company personnel, therefore, excavators are instructed to telephone the 4 ® Engineer by others and tho Engineer assumes no responsibility for their correctness or gas company two 2 working days before entering net construction area. , , accuracy. The Engineer's work sh vn on the Plans has been prepared based on the survey y information provided by LINK��A�K 5u2VE`(lMv SE,2U[CES, (,NC , D2LAMDq �L • 14. The drainage retention areas are critical' All soils containing, silt, muck, clay, or lotis directed t0 o am a copy o t e site survey or a oca on o e fines must be removed. These soils may, with the Owners approval be used 1 work questionable Y. PP or in o this h orb the Owner f a ut s shall be provided the Contract corners. P.R.H.. p Ylaying . for fill around the buildings or in other and areas that are not depressed., � a or shall exercise care not to disturb these monuments. Should an 9 Y P , and the Contr ct s a Y monuments' be disturbed during,•construction by the Contractor, the Yshall be replaced at 15Drainage retention areas must be cleared prior to sodding in order to remove fines buildup his expense by a surveyor approved by the Owner. . including lime rock film.' - 5. For identification in contractual agreements, this set of drawings is dated 7 31 8.4 Any revisions thereafter will be noted and dated on the affected rawin'g or drawings. 16. Concrete pavement contraction and expansion joints shall be to Portland Cement Association 1 6. The location.o.f all existing.utilities shown on the Plans have been determined from the Standard Specification details and recommendations. The Florida Concrete Promotion 1! best information 4vailable, and 'are given for the convenience of the Contractor. The Council is located in Winter Park, Florida. Telephone (305).644-8279; representative is o Engineer assumes no responsibility for accuracy. Prior to the start of any construction Jack Pane. activity, it shall be the Contractor's responsibility to notify the various utilities, and 17. The Contractor shall stake out all proposed driveway aprons prior to construction and each to make the necessary arrangements for any relocations of these utilities whether shown on driveway shall be inspected and approved by the Regulatory Agency inspector, Owner or the the Plans or located by the respective utility company, and the Contractor shall' cooperate Engineer prior to construction.KA with them during relocation operations. Any delay or inconvenience caused the Contractor � GO` E 1IRMEEFE"k A L NOTE by the relocation of the various utilities shall be incidental to the contract, and no 18. The algebraic difference in grade at any change in grade shall not exceed 8.0%. extra compensation will be al l owed. E DTMIL ^H or JAN Q.i b ACTIVITY NAME DATE UKHWING NU. AW& 0 f AM ISTORE 0i Vn CITY OF SANFORD, FLORIDA DAT E TO FOR PROJECT CONTROL SCALE- AS SHOWN UKHWING NU. AW& 0 f AM ISTORE 0i Vn CITY OF SANFORD, FLORIDA SCALE- AS SHOWN DESIGNED BY: JMD 9/84 DRAWN BY; DGF 9/84 DATE 9/84 CHECKED BY: JMD 9/84 APPROVED BY: BCC ' 9/84 I 23 ��i9y Cs g'B-�c-e �fEG��o JOB No. S6357.00 REGISTRATION N0: 11092 N 0. DATE REVISION APPROVED UKHWING NU. AW& 0 f AM ISTORE 0i Vn CITY OF SANFORD, FLORIDA