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HomeMy WebLinkAbout410 Towne Center CIr 18-4430 Site Dev Plan100, / SE„RI POW 4"X4" CPRM LS4044» FOUND M£ ER 0 S71. 0'RB 2 RPORArrO l FIELD 515 8' PG N POW LENGTH=140.37' RADIUS=202.00 S71.S4, 9 E 45 .0754 ER LENGTH 1 51 f 81 CHORD BBEARING=S33' 49' 50"E r� 45.8 IRC PLS3960 X=10135.9609 SET � CHORD=137.56' Y=50416.2949 / TANGENT=73.15' PLAT \ LENGTH= 140.37' j j \ RADIUS=202.00' ©=39'48'56" / CHORD BEARING=S33' 50 31 "E o LP CHORD=137.56' / \ X=10193.8968 100' FPC Y=50312.2995 POWER EASEMENT EXIST. UTILITY \ METAL TOWER \ = ELEV EXIST. CHAIN ELEV63.94' LINK FENCE \ 4"X4" CPRM " \ LS4044" FOUND SANFORD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL BE 2, rB ILI' . ru DEEMED PERMISSION TO PROCEED WITH WORK AND NOT AS AUTHORITY REVIEWED BY: TO VIOLATE, CANCEL, ALTER OR SET IT ATT MINN ASIDE ANY OF THESE PROVISIONS OF . 15' 30' 60 THE TECIHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE 1 inch 30 ft. = FIRE PREVENTION DIVISION FROM SANFORD FIRE DEFT THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE DATE i __ATA: p PLANS, CONSTRUCTION OR OTHER ITE D• VIOLATIONS OF THE CODE. SITE LOCATION: TRACT 20 SEMINOLE TOWNE CENTER REPLAT N0.2 PLAT BOOK 49, PAGE 28 PARCEL ID: 32-19-30-5MR-2000-0000 SITE AREA = 2.68 ACRES ZONING: PD (SEMINOLE TOWNE CENTER) ADJACENT ZONING & USAGE: NORTH: PD - SEMINOLE MALL, PARKING LOT EAST PD - SOUTH MALL ENTRANCE ROAD SOUTH: PD - THEATER WEST: PD - INTERSTATE 4 FUTURE LAND USE: HI, 1-4 HIGH INTENSITY EXISTING USE: VACANT PROPOSED USE: CURRENT PD TO BE AMENDED TO ADD VEHICLE STORAGE, INTENDED USE: PAVE VEHICLE STORAGE AREA (INVENTORY). TOTAL AREA = 2.68 AC. ;E (TYP.) \ T�gOT EXIST. DRIVEWAY = 12,624 S.F. y NEW PAVEMENT AREA = 74,402 S.F. TOTAL IMPERVIOUS AREA = 87,026 = 2.00 AC. = 74.6% <75% NEW FENCE (TYP.) NEW PERVIOUS AREA = 0.68 AC. = 25.4% SEE DETAIL 9/C401 FIELD NEW CONC. CURB (TYP.) LENGTH=41.44' INTERIOR LANDSCAPE REQUIREMENTS: INTERIOR PAVEMENT AREA = 74,402 S.F. IL 9/C401 Orr SEE DETAIL 2/C401 RADIUS=30.00' 10% REQUIRED LANDSCAPE = 7,440 S.F \ SS���SF A=79'08 46 INTERIOR LANDSCAPE PROVIDED = 0 CHORD-BEARING=N14' 10' 08"W REQUIRED TREES & SHRUBS = 28 & 140 RESPECTIVELY* CHORD -38.22' TANGENT=24.79 NOTE: THE REQUIRED INTERIOR LANDSCAPE AREA TREES AND SHRUBS ARE PROPOSED TO BE TRANSFERRED R=4.0' �O 'Oq��, 4" WHITE PARKING 'OX14, PLAT TO THE PERIMETER BUFFER YARD FOR ENHANCED SCREENING. STRIPING (TYP.) ,o LENGTH=41.44' 28 \ NT gIplrl c RADIUS=30.00' LANDSCAPEBUFF ADJACE D=790846NMEOTSTREETS AND PARCELS O9.0 \ STC \ T CHORD BEARING=N14' 10' 36"W • SOUTH MALL ENTRANCE ROAD SHALL BE CONSIDERED AS OTHER STREET RIGHT -OR -WAY (SEC. 2.3 (C)) ON + 10' LANDSCAPE STRIP SHALL BE PROVIDED. ryP C \ CHORD=38.22 4"X4" CMON WITH p� �'P6 \ BROKEN TOP FOUND • NORTH AND SOUTH PROPERTY LINE SHALL BE CONSIDERED AS OTHER PARCEL LINE (SEC. 2.3 (D)) 10 F,�� �Ty WIDE LANDSCAPE STRIP SHALL BE PROVIDED. NEW CONC. CURB (TYP.) \ \ \ STC AJ \ EXIST. UTILITY • WEST PROPERTY LINE SHALL BE CONSIDERED AS 'OTHER PARCEL LINE" (SEC. 2.3 (D)) 10' WIDE d �r SEE DETAIL 2/C401 ON METAL TOWER LANDSCAPE STRIP SHALL BE PROVIDED. SINCE THERE IS AN EXISTING SERVICE DRIVE ALONG THIS ko N \ \ \ C PROPERTY LINE, THE REQUIRED 10' LANDSCAPE STRIP SHALL BE ALLOWED ON THE EAST SIDE OF THE 7.0487'56`. I; EXISTING DRIVE. Y=5016 o BUFFER YARD REQUIRED = 12,712 S.F. Cd 9 ©, V >;<- o / BUFFER YARD PROVIDED = 25,443 S.F. o \ 22 22 m 18.0 " rl vo 24.0, 4" WHITE PARKING STRIPING (TYP.) �c C Ar TRA b 0 TO NE ENT R P PLAT NO. 2 I ' �• LA 49 PAG 28 " .68 CRE , L S 22 R=4.� o / VAC T o,�; J� w. R=25.0 0 22 g,0, � � �� OJ v, - o.o R=4.0' `�' rYp a �� 6z c, � --� NEW ASPHALT PAVEMENT (TYP.) o bI a, SEE DETAIL 1/C401 `' `" ,� IRC "PLS3960" SET � o ` 00' R=4.0' O 16 R=25. 0 22 FIELD ,RN LENGTH=149.37' RADIUS=143.76' FR / L=59'31'49" I 2430' 9.0' NEW FENC (TYP.) I CHORD BEARING=S4'21'16"E 1Yp SEE DETAIL 9/C40 / CHORD=142.74' / 21.0- TANGENT=82.22' n'p 0 I LLE GTH=149.36 KING N715,3 / 1 RADIUS= 143,75' % 4" WHITE PAR STRIPING (TYP.) 180' L=59'31'52" CHORD EAING= W 30883, NEW FENCE (TYP.) • �F� ' l CHORD= 1B 42873' S4'22'09E/ SEE DETAIL XX/C401 NEW CONC. CURB (TYP.) / R=4.0' SEE DETAIL 2/C401 EXIST GONG '� � LP GNRe � •.. � I 5' PERIMETER P UTILITY EASEMENT EXIST ASpy N7153� � - At pAVEMENr W 10398.44 8` '(F X=49906.6901 IRC183556" I / FOUND / IRC NO ID FOUND � IRC "PLS3960" SET FFE=67.93' / 1 10 , l EXIST. ASPHALT PAVEMENT rR ACT 2j FFE=65.43 / 0 h0 / LO N81'44'15" 15.57'(F)SjPOWSNr OER N81'46 38"W 5.60'(P) / / B 2788 P OORFORq TION POWER , 054 / I {�} / EXIST. SD CURB INLET TOP = 59.90 FFE=66.00' -/ 'LLJ .i I Q MENT PLAN TOTAL REQUIRED (BUFFER & INTERIOR LANDSCAPE) = 20,152 S.F. TOTAL PROVIDED (BUFFER & INTERIOR LANDSCAPE) = 25,443 S.F. NOTE: 28 ADDITIONAL TREES, 140 SHRUBS, AND GROUNDCOVER FROM INTERIOR LANDSCAPED ISLAND WILL BE TRANSFERRED TO THE EXTERIOR BUFFER YARD FOR ENHANCED SCREENING. PARKING REQUIRED: PERMIT # �� VEHICLE STORAGE: z V �o � w C GENERAL NOTES: z o (30" STOP SIGN MOUNTED 7' ABOVE THE PEDESTRIAN VEHICLE TRAVEL WAY (MEASURED FROM BOTTOM OF 0 LLJ C7 r. rym 0 Z w J - Jt ^ BARS, LINES DESIGNATING PARKING SPACES AND HANDICAPPED PARKING SYMBOLS). to D. ALL HANDICAPPED PARKING SPACES MUST BE LEGALLY SIGNED WITH ONE REGULATION HANDICAP SIGN D Qrn z E. A DRAWING #4 OF 14. 2, HANDICAP RAMPS SHALL COMPLY WITH FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC Z N z ■� -� g cI z � Z •� 0.w � JW PROVIDED BY RUDD, MICHAEL RUDD & ASSOCIATES, L.L.C. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED EDGE OF PAVEMENT/ FACE OF J 2. /� BUILDING/ CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENT'S USING THE GEOMETRIC DATA PROVIDED, IT IS THE • CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE U z D � L • 0 0 5 • W 0� • 0 • It Z >rn • M co OQ c� Zo ow oZ z0 OCL oD-1 � � Digitally signed by Majid \\\\ ,p - � 11.uvmlu.bwedvurvnudl4 ay 9c%� iw.pmdecvw,.dipw guzvn - try i Kalaghchi .:oq� .dpwkvPbrNAda Date: 2018.08.23 11:57:43 -04'00' Seal: Maiid Kalaghchi P.E. 41046 PARKING REQUIRED: PERMIT # �� VEHICLE STORAGE: a PARKING PROVIDED: Cr. NEW VEHICLE STORAGE = 234 SPACES w GENERAL NOTES: 00 1, TRAFFIC MARKINGS NOTES A. ALL DRIVEWAYS EXITING ONTO ANY PUBLIC OR PRIVATE STREET MUST HAVE A TRAFFIC CONTROL DEVICE (30" STOP SIGN MOUNTED 7' ABOVE THE PEDESTRIAN VEHICLE TRAVEL WAY (MEASURED FROM BOTTOM OF 0 SIGN) AND THROUGHOUT THE SITE AS NECESSARY FOR SAFETY. AN B. ALL SIGN INSTALLATIONS SHALL COMPLY WITH SIZE, LOCATION D HEIGHT (7') AS OUTLINED IN THE CL0 "MUTCD." C. PAVEMENT MARKINGS - GENERAL PRINCIPLES (SECTION 3A-5): J 1, PARKING LOT PAVEMENT MARKINGS SHALL BE WHITE THERMOPLASTIC (DIRECTIONAL ARROWS, STOP ^ BARS, LINES DESIGNATING PARKING SPACES AND HANDICAPPED PARKING SYMBOLS). I.L D. ALL HANDICAPPED PARKING SPACES MUST BE LEGALLY SIGNED WITH ONE REGULATION HANDICAP SIGN NEW AND ONE WHITE PAVEMENT MARKING SYMBOL PER SPACE. 24" STOP BAR SHALL BE PROVIDED AT ALL POINTS OF EGRESS IN CONFORMANCE WITH FDOT #17346, z E. A DRAWING #4 OF 14. 2, HANDICAP RAMPS SHALL COMPLY WITH FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC W DESIGN STANDARDS INDEX NO. 0304. RAMPS SHALL HAVE TRUNCATED DOME WARNING SURFACE PER CITY OF � SANFORD. OL 0 GEOMETRY NOTES: GE U 1. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF THESE PLANS WAS JW PROVIDED BY RUDD, MICHAEL RUDD & ASSOCIATES, L.L.C. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED EDGE OF PAVEMENT/ FACE OF \ 2. /� BUILDING/ CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENT'S USING THE GEOMETRIC DATA PROVIDED, IT IS THE LL z CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE Q ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. D D. FORSYTH M. KALAGHCHI C101 W File o: r� VJ PERMIT # �� a Cr. SANFORD SITE PLAN REVIEW 9/3/15 w 00 75% DD SET 9/21/15 0 REISSUE PLANS TO FIELD 8-22-17 CL0 o W PER CITY OF SANFORD 8-15-18 LEGEND o� NEW w 0 (J) - � Y - � U w cn J U 0 = J W > LL z PERMIT # �� SANFORD SITE PLAN REVIEW 9/3/15 75% DD SET 9/21/15 REISSUE PLANS TO FIELD 8-22-17 SUBMIT TO SANFORD 10-2-17 OFFICE PER CITY OF SANFORD 8-15-18 LEGEND EXIST. NEW ASPHALT PAVEMENT r r r r r r r r - CONCRETE WALK - Issue Date and Purpose STRAIGHT CURB Project Number: 1715 MON CURB Drawn by: TREE D D. FORSYTH M. KALAGHCHI C101 File o: L:BORDER/SK2036 5 R=3/4" FINISH GRADE - n = FUTURE CURB AND _ GUTTER CONSTRUCTION 8" STABILIZED SUBGRADE SHALL BE _ �/ D2"x2" ALUMINUM POST _ ANS COMPACTED TO A MIN. 98% OF MAX ��� PRIMED & PAINTED BLACK A20' OR AS SHOWN ON = DENSITY AND HAVE A MIN. FBV OF 75 PSI /�� 1 —10 t" 6 LIMEROCK BASE SHALL BE COMPACTED : ' TO A MIN. 98% OF MAX. DENSITY PER 1'-2" 2 EXP. JOINT �fi S 0 AASHTO SPEC T-180 . \\\1,1//\vo e0000 0000 \/`� FINISH �'VALLEY GUTTER CURB AND GUTTER 1-1/2" ASPHALTIC o O 3000 PSI CONC �' ' ' // t GRADE CONC. (SP -9.5) — \\ F D 0 T 2 014 IiI)���I11=1I�i_ `�/i�//\//i'�/�//\ �/ - _, PLAN —1 Ott 111=1111= =11 I� I I I �� ��i'��%�\������ I\ 1— 1 V U I\ _ 1 ASPHALT PAVIVIENT NOTE1. PROVIDE 1/8" CONTROL 2. PROVIDE 6" STABILIZED (: C401 1 "=1'-0" JOINTS @ 10' O.C. SUBGRADE BENEATH THE 3000 PSI CONC. ��� �� �� CURB. 7 1 2 CONC. CURB � 0 3 ' I C401 1-1/2"=V-0" SECTION AA Post (Options: 2" x 4" Or { 24 of Min. Dia. Wood; Steel 1.33 Lbs/Ft. Min.) 6' Max. PARTIAL INLET a i Ln 4'-4" ELEVATION irb & Gutter Optional Post Positions 20„ Principle Post Position --' (Canted 20' Toward Flow) Filter Fabric (In o Conformance With Sec. 985 FDOT Spec.) kL SILT FENCE SECTION FILTER FABRIC FILTER WRAPPED HDPE Curb & Gutter Filter Fabric FILTER WRAPPED '--FILTER WRAPPED HDPE HDPE COMPLETED INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES EROSION CONTROL DETAILS v _ oc PLAN 4'-4" SECTION -YE BOLTS V0. 4 BARS 0 12" O.C. E.W. NTS 2" 2» 3'-4" • � rr tlMr�Gr% Yd,�4�PE, Y 00 Nm�Wrvmk /Cy •nG niun mi N RECOMMENDED MAXIMUM PIPE SIZE: 3'-0" WALL — 24" PIPE 4'-6" WALL o NOTE: 2018.08.23 PROVIDE STL ANGLE GRATE SEAT AT ALL INLETS LOCATED IN PAVED AREAS. W ^�° o� w Qw a co Y ! �rn CD na. z N W m J UW Q Z N Oa • PARTIAL INLET a i Ln 4'-4" ELEVATION irb & Gutter Optional Post Positions 20„ Principle Post Position --' (Canted 20' Toward Flow) Filter Fabric (In o Conformance With Sec. 985 FDOT Spec.) kL SILT FENCE SECTION FILTER FABRIC FILTER WRAPPED HDPE Curb & Gutter Filter Fabric FILTER WRAPPED '--FILTER WRAPPED HDPE HDPE COMPLETED INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES EROSION CONTROL DETAILS v _ oc PLAN 4'-4" SECTION -YE BOLTS V0. 4 BARS 0 12" O.C. E.W. NTS 2" 2» INLET DETAIL-FDOT TYPE "E" c401 ,/r -„o. DITCH BOTTOM INLET Ditch (`-3 -[Y P. SIGN POST 0 Li �_ 10' OR EDGE OF DRIPLINE 1 WHICHEVER IS GREATER of C Nom: 1, BARRIER SHOULD BE EITHER 10 FEET FROM THE TRUNK OF THE TREE OR AT THE EDGE OF THE DRIPLINE, WHICHEVER IS GREATER. 2. FOR THE BARRIER, THE CITY RECOMMENDS SAFETY BARRICADE FENCING. IF NOT AVAILABLE, 1X2 STRINGERS AND 2X4 POSTS ARE ACCEPTABLE. TREE PROTECTTION DETAIL NOT TO SCALE �» 11_x. fl 1f Tn» tl! nff 8" 5'-0" SECTION BB 6" 1'-10" 2"71 R 'C'14 io 8ff 3'-6" 4(VALLEY GUTTER DETAIL C401 NOT TO SCALE SECTION CC R=.75" 00'VA(1' nOKICTDI InTIOKI chITE)AKIn1- NOT TO SCALE 32'-0" (SEE PLAN) g_O 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 2. GALV, PIPE RAILING MAY BE WITH FITTINGS FOR CONNECTION IN LIEU OF WELDED CONNECTIONS. 91VEHICLE GATE DETAIL 3'-4" • � rr tlMr�Gr% Yd,�4�PE, Y 2" �1fV Nm�Wrvmk /Cy •nG niun mi N RECOMMENDED MAXIMUM PIPE SIZE: 3'-0" WALL — 24" PIPE 4'-6" WALL — 42" PIPE NOTE: 2018.08.23 PROVIDE STL ANGLE GRATE SEAT AT ALL INLETS LOCATED IN PAVED AREAS. INLET DETAIL-FDOT TYPE "E" c401 ,/r -„o. DITCH BOTTOM INLET Ditch (`-3 -[Y P. SIGN POST 0 Li �_ 10' OR EDGE OF DRIPLINE 1 WHICHEVER IS GREATER of C Nom: 1, BARRIER SHOULD BE EITHER 10 FEET FROM THE TRUNK OF THE TREE OR AT THE EDGE OF THE DRIPLINE, WHICHEVER IS GREATER. 2. FOR THE BARRIER, THE CITY RECOMMENDS SAFETY BARRICADE FENCING. IF NOT AVAILABLE, 1X2 STRINGERS AND 2X4 POSTS ARE ACCEPTABLE. TREE PROTECTTION DETAIL NOT TO SCALE �» 11_x. fl 1f Tn» tl! nff 8" 5'-0" SECTION BB 6" 1'-10" 2"71 R 'C'14 io 8ff 3'-6" 4(VALLEY GUTTER DETAIL C401 NOT TO SCALE SECTION CC R=.75" 00'VA(1' nOKICTDI InTIOKI chITE)AKIn1- NOT TO SCALE 32'-0" (SEE PLAN) g_O 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL. 2. GALV, PIPE RAILING MAY BE WITH FITTINGS FOR CONNECTION IN LIEU OF WELDED CONNECTIONS. 91VEHICLE GATE DETAIL Seal: CO _J IttW W VJ z • Loo rr tlMr�Gr% Yd,�4�PE, Y Kalaghchi Nm�Wrvmk /Cy •nG niun mi W D °PtlwarunN�upw, Z ® n 2018.08.23 w E W ^�° o� w Qw a co Y ! �rn CD na. z N W m J UW Q Z > LL • O w CO ZLu L< • 0 3. V)0 QO aN0 • © Z>rn Q0 • m C✓ a1 go L 5 Z z0 O nw 0 U Seal: CO _J IttW W VJ Digitally signed by Majid rr tlMr�Gr% Yd,�4�PE, Y Kalaghchi Nm�Wrvmk /Cy •nG niun mi (7 D °PtlwarunN�upw, Date:'pM1,�?IOA,.•��� D 2018.08.23 11:58:33 -04'00' Seal: CO _J IttW W VJ SANFORD SITE PLAN REVIEW 9/3/15 75% DD SET 9/21/15 REISSUE PLANS TO FIELD 8-22-17 SUBMIT TO SANFORD 10-2-17 PER CITY OF SANFORD B-15-18 Issue Date and Purpose Project Number: 1715 Drawn by: D. FORSYTH Checked: ���� M. KALAGHCHI Ile No: L.BORDER/Sx24X38 a rr W (7 D O D E W o� Qw a co Y � na. U W m J UW Q J 0 > LL SANFORD SITE PLAN REVIEW 9/3/15 75% DD SET 9/21/15 REISSUE PLANS TO FIELD 8-22-17 SUBMIT TO SANFORD 10-2-17 PER CITY OF SANFORD B-15-18 Issue Date and Purpose Project Number: 1715 Drawn by: D. FORSYTH Checked: ���� M. KALAGHCHI Ile No: L.BORDER/Sx24X38