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HomeMy WebLinkAboutLarge Siteplan DocsDECORATIVE L04T FITURE, TYP. — HARDI-PLAW 2 TYP. EL. • 32.4' 4 A.F.F. SIDING, WAIN ROOF HEIGHT / - ---------- a. • SD'-5' 4 A.F.F. i A MEDIAN ROOF HEIGHT SOFFIT NEIGH( 14'-4' A.F.F. �• th 601TOHECK FIXTUREIII-R SOFFIT E • �yFj] 1� ' A F.F. 0.0.•AIW1NG - • 4'-0'O,F.F.I ........ ------ El-0. WAI EL. • IL A.F.F. 8.0. SILL , i EL. 0' qLAW F j FIRR F ;IED NOTE: NVAC EQUIPMENT SAWN DASHED TO BE SCREENED BY A V HIGH, WHITE, PVC 'SHADOW BOX' 4' + 121 WALL PANELS STUCCO FINISH), PAINTED, T FENCE (SHOWN DASHED) 4'-4' WIDE + P-S' DEEP PILASTER, TYP. SOUTH ELEVATION ISEBASTIAN BLVDI SCALE , 3/16' • V4 NOTE: ANNOTATION ON THIS ELEVATION INTENDS TO IDENTIFY COMMON, TYPICAL AND REPETITIVE ELEMENTS, ANNOTATIONS TYPICALLY WILL NOT REPEAT ON OTHER EXTERIOR ELEVATIONS. UNIQUE CONDITIONS WILL BE NOTED THROUGHOUT AS REQUIRED. IA DOCK —I EAST ELEVATION [SEBASTIAN CROSSINGS BLVD] SCALE � 1/5, • 1'-01 NORTH ELEVATION [ADJ. PROPERTY] SCALE : 1/5' • V-0° l GOOSENECK UG14T FIXTURE, TYP. —BUILDING SIGKAGE. ONARDB I-PLANK OMETAL ROOF W/ 7 SIDING, TYP, 5:12 SLOPE, TYF TRIM, TYP 4 EIFS 1/ STANDING SEAM (DAWNING, TYP-T DOLLM GENERAL ■m®e O' 0 0 GUTTER AND S DOWNSPOUT, 4A FAUX SHUTTERS 1 EIFS TRIM WWNSET PAINTED TO MATCH O, TYP- V FWH Uc.B AA OB➢]i➢➢ 3336 Grand Blvd. Suite 102 Holiday, Florida 34690 PIL 727. 815. Mi F➢s 727.815.3337 i0 THE BEST i11E KNOWLEDGE TE OF T.E ARCHITECTS AND ENGD+EERS, SAID PLANS AND SPECIfICATIDNS CDINLY WITH THE APPLICABLE MINIMUM➢U1L➢LNG Co➢ES AND THE APPLILPBLE - MINIMLM FIRE SAFETY STAND GOY F. FABER icense N'u. 1 FL L53 AR00 �T - I�F , I W W o WEST ELEVATION [ADJ. PROPERTY) SCALE , 1/5, . 11-0 fj +1' Z 7 EXTERIOR FINISH SCHEDULE NO. AREA TYPE O4' z 12' HARDt WALL PANELS (SIMULATED STUCCO) OVER EXTERIOR LATEX DENS -GLASS SHEATHING IA EGRESS AND RECEIVING DOORS METAL BUILDING MANUFACTURER ONARDI-PLANK SIDING OVER 5/S'Q DENS -GLASS SHEATHING ExrERiaa LATE NARDI-DING PLANK SIDING OVER 5/S' DENS -GLASS SHEATHING EXTERIOR LATEX MATERIALS ARE TO BE APPROVED BY DOLLAR GENERAL. COLORS ARE CRITICAL AND MUST BE APPROVED BY DOLLAR GENERAL STORE REPRESENTATIVE IF THEY DIFFER FROM THE SHERWIN WILLIAMS COLORS SHOWN BELOW. COATS COLOR 2 SHERWIN WILLIAMS MATCHING COLOR SW 1017 'MOCHA' PRE -FINISHED SHERWIN WILLIAMS MATCHING COLOR SW 1017 'MOCHA° 2 SWERWIN WILLIAMS MATCHING COLOR SW 606/ 'RETICENCE' 2 SHERWIN WILLIAMS MATCHING COLOR 5W 1018 WNA FIDE BEIGE' WCWCWC 12 I 09� date 12082 I G �i Q , , ` W Q O g ki .` SIPS TRIM BAND, BILL 4 SUNBURST EIFS (SMOOTH FINISH) INTEGRAL COLOR SHERWIN WILLIAMS COLOR SW 1259 'SPATIAL WHITE' gym' W. COLORED - FAUX SHUTTERS FRAME SHUTTERS INSET (SLATS) EIFS (SMOOTH FINISH) SHERWIN WILLIAMS MATCHING cttRR 9W 1R15'eaA FIDE BEGE' NTEGRAL .., SHERWIN WILLIAMS MATCHING COLOR SW 2427 'WEATHERVANE' RENDERING VP COLOR 'PATRICIAN BRONZE KYNAR 5W IA RECEIVING DOOR © DOWNSPOUTS, GUTTERS 1 IL, TRIM STEEL BOLLARD5 METAL BUILDING MANUFACTURER EXTERIOR LATEX PRE -FINISHED NUCOR MATCH VP 'NZE KM BRONZE KYNAR 50C STAR COLOR'MEDIUM BRONZE KYNAR 500' SHM41N WILLIAMS MATCHING COLOR SW 2927 'WEATHERVANE' 2 FIRE MARSHAL 'CAUTION YELLOW' OMETAL ROOF / AWNING TO BE DETERMINED PRE -FINISHED I GALVAWME © STOREFRONT SYSTEM STANLEY PRE -FINISHED I BRONZE oA,3 BUILDING SIGNSCALEI 1/4' = 1'-0' 8 .fi4—r I. C� vim• 41, -P - - '- MNTG. CUP CNTRS, ELECTRICAL REQ'MTS. (1) 15A CIRCUIT REQUIRED ¢D.c. FACE TlUy; 3 3/4'X 191 7/B' FACE TR➢L 53 3/4'X 208 3".. O.A.L TMW 53 3/4'X 398 3/4' U.L LABEL STD rBISC SW T-15 PFQTOCELL MD SS I. I CH2= l BALLAST _ � BALLAST BALLAST WIRING SCHEMATIC BALLAST 4'-6" x 33-3" " -- " — — st f +, t 01�SIGN BRACING DETAIL SCALE: N,T,S, NOTE. THE SCOPE OF THE PRE -MANUFACTURED METAL BUILDING STRUCTURE SHALL INCLUDE THE DESIGN, ENGINEERING, FABRICATION, DELIVERY AND ERECTION OF THE COMPLETE STRUCTURAL STEEL FRAMING AND EXTERIOR SKIN PACKAGE. (WHERE APPLICABLE) THE METAL BUILDING MANUFACTURER SHALL BE CERTIFIED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) METAL BUILDING CERTIFICATION PROGRAM. THE FRONT FASCIA SHALL HAVE (3) 12" PURLINS (MOUNTED VERTICALLY, 50 THAT THE- 12" FACE 15 AGAINST THE DENS -GLASS. THESE PURLINS SHALL BE CENTERED OVER THE ENTRANCE (SIGNAGE), UNLESS DIMENSIONED OTHERWISE ON EXTERIOR ELEVATIONS, AND SPACED SQUALL i APART (AS INDICATED IN SIGN VENDORS SHOP DRAWINGS) TO PROVIDE ADEQUATE SUPPORT FOR SIGNAGE, wa 1i q-3/4" DEEP CABINET 0A_I5MONUMENT SIGN (CABINET ONLY SCALEI 3/4' = 1'-0' NOTE. CABINET TO BE MOUNTED ON TOP OF BASE WITH HARDI WALL PANEL FINISH TC MATCH BUILDING FACADE. OAH OF SIGN TO BE 10'-0" NOTE. SIGN VENDOR TO COORDINATE CONSTRUCTION OF MONUMENT BASE AND SIGN INBTALL WITH GENERAL CONTRACTOR. FINAL DESIGN TO BE BASED ON ABOVE RENDERING. REFER TO SIGN VENDOR'S SHOP DRAWINGS FOR ACTUAL DIMENSIONS, MATERIALS AND COLORS. COMING SOON DOLLAR GENERAL THIS AREA 15 FOR CONTRACTOR AND DEVELOPER USE. SAVE TIME. SAVE MONEY. NOTE: THIS SIGN 15 TO BE PROVIDED AND INSTALLED BY THE DEVELOPER OR CONTRACTOR AT THE BEGINNING OF CONSTRUCTION PROJECT. QCONSTRUCTION SIGN n � �.,....................... >. . ......... ...... .. E LC i -- - - — I i3J : : I j RECEIVING AREA U - 103 1I I i I : 1 j I E 1 I I I Ii _j j I _-JQ f j I I j SALES AREA � —� ,S �Oh�TIS C� _� \_ __ = I —� i � I I I jj F;' O% I I L--J 1 BFEAK P11r11� \/frR/G Ell j i I I U�--'---------`-- ----. -'—�Li i- i i i i L, J L_—_--J L_---J _ 130'-0" _ OVERALL P613 DIMENSION NORTH QFLOOR PLANSCALE: 1/8' = 1'-0' RECEIVED SEP 2 5 2012 City of Sebastian Community Developrnent gapl. Llc.# AA 0003300 3336 Grand Blvd. Suite 102 Holiday, Florida 34690 Ph. 727. 815. 3336 Fax 727. 815. 3337 ❑F THE ARCHITECTS ANDu � LLLUL ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THI APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS GUY F. FABE FL License No. AR0015323 ® M z �o W Z�"�, 00 CV z O W Tfi � Q U_ m Z c O z Cn C).)Q m �W IIIIIIIIIII' z o CO Q m CL LLI 09.20.12 date 12082 comm. no. FLOOR PLAN, ROOF PLAN & EXT. SIGNAGE REFER TO SIGN VENDOR SHOP DRAWINGS. EL. = 32'-4" ± A.F.F. MAIN ROOF HEIGHT EL. = 30'-5" t A.F.F. MEDIAN ROOF HEIGHT EL. = IV-4" A.F.F. SOFFIT HEIGHT @ ENTRY VENT TO BE PAINTED TO MATCH ADJ. FINISHES,\ DECORATIVE LIGHT FITURE, TYP. D HARDIEPLANK SIDING, TYP. f0. N GOOSENECK LIGHT FIXTURE, TYP. DUILDING SIGNAGE. �HARDIESHINGLE 4 SIDING, TYP. OEIFS TRIM, TYP. EL. = 15'4' A.F.F.1, ------------ ----------- r 5 \ GENERALI -- SOFFIT HEIGHT ! 1DOLLAR I------------------------- r 1� - ­__ -_ -_ -_ 1 I _ ---to- --- _.- _ EL. = 14'4" A.F.F. ------------------------ ----- - - fL OF GOOSENECK FIXTURE -- --- - . EL. = 9 -8 A.F.F. -- i -------------------------------- - ---- ------ - --- B.O. AWNING ,^ EL. = 4'-0" A.F.F.. ------------------------- T.O. WAINSCOT EL. = 3'-2" A.F.F.; - ------------------ -- - B.O. SILL - - - I i EL. = 0'-0" A.F.F. FINISHED FLOOR' NOTE: HVAC EQUIPMENT SHOWN DASHED TO BE 05TUCCO 4' x 12' HARDI WALL PANELS (SIMULATEDSCREENED BY A 6' NIGH, WHITE, PVC "SHADOW BOX" FINISH), PAINTED, TYP. FENCE (SHOWN DASHED) 4'-4" WIDE x 1'-8" DEEP PILASTERS, TYi . SOUTH ELEVATION [SEBASTIAN BLVD1. GENTRY PILASDTERSI,LTYP. AT SCALE : 3/16" = V-0" NOTE: ANNOTATION ON THIS ELEVATION INTENDS TO IDENTIFY COMMON, TYPICAL AND REPETITIVE ELEMENTS. ANNOTATIONS TYPICALLY WILL NOT REPEAT ON OTHER EXTERIOP. ELEVATIONS. UNIQUE CONDITIONS WILL BE NOTED THROUGHOUT AS REQUIRED. EAST ELEVATION [SEBASTIM4 CROSSINGS BLVDI ��tl�iiYYlYiiluYrrY NORTH ELEVATION (ADJ. PROPERTY) )METAL ROOF W/ 5:12 SLOPE, TYP OSTANDING SEAM ANNING, TYPE 0GUTTER AND DOWN5POUT, TYP. I I via �f , \BOLLARD, TYP. )E? IFS WAINSCOFAUX SHUTTERS r1 EIFS / (PAINT "CAUTION YELLOW") 0 SILL, TYP. TRIM W/INSET PAINTED ---OSTOREFRONT SYSTEM A HARDIEPLANK SIDING AT TO MATCH O , TTYP.— N/CLEAR GLAZING, TYP._ 3A ENTRY PILASTERS, TYP. 35'-5" ENTRY RECESSED P-8" BACK FROM FACE OF PILASTERS N A 10 o mellowed ivory dry sage WEST ELEVATION IADJ, PROPERTY), A N o gray mirage A o white marigold r( Z ad C cb O m ca c E ( D C O� ca U 0-0 co r—M •C 0)0 O i aaC: WN a a0 NATIONAL BM TT DMTODED ARCHITECT FORCCOUNT REEV EW VENDORS FOR EXTERIOR FINISHESPEMB.NOTE: TO SOEET ALLECOLORS MUST FOR SUBMITTED NO. AREA COLOR Oj EGRESS DOOR / RECEIVING DOOR BENJAMIN MOORE MATCHING COLOR # 214q-50 "MELLOWED IVORY" OHARDIEPANEL SIDING (STUCCO FINISH TEXTURE) OVER 1/2' P.T. PLYWOOD SHEATHING BENJAMIN MOORE COLOR # 2142-50 "GRAY MIRAGE" 2A HARDIEPANEL SIDING (STUCCO FINISH TEXTURE) OVER 1/2' P.T. PLYWOOD 54EATHING AT BENJAMIN MOORE COLOR # 2I42-40 "DRY SAGE" ENTRY PILASTERS ONLY O3 HARDIEPLANK LAP SIDING OVER 1/2" P.T. PLYWOOD SHEATHING BENJAMIN MOORE COLOR # 2149-50 "MELLOWED IVORY" 3A HARDIEPLANK LAP SIDING OVER 1/2' P.T. PLYWOOD SHEATHING AT ENTRY PLASTERS ONLY BENJAMIN MOORE COLOR # 2142-50 "GRAY MIRAGE" OHARDIESHINGLE SIDING OVER 1/2' P.T. PLYWOOD SHEATHING BENJAMIN MOORE COLOR # 2142-40 "DRY SAGE" OHARDIETRIM BOARD OVER 1/2" P.T. PLYWOOD SHEATHING BENJAMIN MOORE COLOR # 2149-60 "WHITE MARIGOLD" EIFS WAINSCOT, TRIM AND SUNBURST DESIGN O BENJAMIN MOORE COLOR # 2149-60 "WHITE MARIGOLD" FASCIA TRIM 6A FAUX SHUTTERS FRAME t EIFS TRIM BENJAMIN MOORE COLOR # 214q-60 "WHITE MARIGOLD" SHUTTERS INSET (SLATS) BENJAMIN MOORE COLOR # 2142-40 "DRY SAGE" �7 DOWNSPOUTS, GUTTERS $ MTL. TRIM BENJAMIN MOORE MATCHING COLOR # 2142-50 "GRAY MIRAGE" OSTEEL BOLLARDS FIRE MARSHAL "CAUTION YELLOW" OMETAL ROOF GALVALUME j-p- STOREFRONT SYSTEM MILL -FINISH ( 11) STANDING SEAM AWNING GALVALUME FWH Lic.# AA 0003300 3336 Grand Blvd. Suite 102 Holiday, Florida 34690 Ph. 727. 815. 3336 Fax 727. 815. 3337 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATI❑NS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS \V GUY F. FABER FL License No. AR0015323 0 W Q 00 Z 00M m o Ila LL W Q Q o� Cf)gm CO 10.26.12 date 12082 conim. no. COLORED RENDERING R- EL. = 32'-4" ± A.F.F. MAIN ROOF HEIGHT EL. = 30'-5" ± A.F.F. MEDIAN ROOF HEIGHT EL. = 13'-4" A.F.F. SOFFIT HEIGHT @ ENTRY VENT TO BE PAINTED TO MATCH ADJ. FINISHES/0 EL. = 15-8" A.F.F. SOFFIT HEIGHT ------------- EL. = 14-4" A.F.F. CL OF GOOSENECK FIXTURE DECORATIVE LIGHT FITURE, TYP. OHARDIEPLANK SIDING, TYP.--j i - ----------------------------------------------------------------------------------- -- GOOSENECK LIGHT f-IXTURE, TYP. BUILDING SIGNAGE. �NARDIESNINGLE 4 SIDING, TYP. 0EIF5 TRIM, TYP. e000*"'\ DOLLAR GENERA t;5 PJ ------- ----- FIN15PED FLOG NOTE: HVAC EQUIPMENT SHOWN DASHED TO BE 05TUCCO 4' x 12' HARDI WALL PANELS (SIMULATED SCREENED BY A 0 HIGH, WHITE, PVC "SHADOW BOX" FINISH), PAINTED, TYP. FENCE (SHOWN DASHED) 4'-4" WIDE x 1'4" DEEP PILASTERS, TY'r. SOUTH ELEVATION (SEBASTIAN BLVD1. GENTRY'PILASDTERSI,LTYP. AT SCALE : 3/I6" = V-011 NOTE: ANNOTATION ON THIS ELEVATION INTENDS TO IDENTIFY COMMON, TYPICAL AND REPETITI✓E ELEMENTS. ANNOTATIONS TYPICALLY WILL NOT REPEAT ON OTHER EXTERIOR ELEVATIONS. UNIQUE CONDITIONS WILL BE NOTED THROUGHOUT AS REQUIRED. OEGRESS DOOR EAST ELEVATION ISEBASTIAN CROSSINGS BLVD] NORTH ELEVATION [ADJ. PROPERTY] '' (' i=- =�j- � - I J, BOLLARD, TYP. 6 (PAINT "CAUTION YELLOW") /STOREFRONT SYSTEM W/CLEAR GLAZING, TYP. 35'-5" ENTRY RECESSED 1'-8" [ IACK FROM FACE OF P1LA5TER5 DMETAL ROOF W/ 5:12 SLOPE, TYP DSTANDING SEAM AWNING, TYP- � � � t i I �- ----------- ------ ------�------------ --------------------- - i 1.0 WEST ELEVATION 1ADJm PROPERTY) � I (I\LVLI Y ���M ✓vv�� )DOWNSPOUT, GUTTER AND TYP. rr, N_ A N o gray mirage N -:r A N o dry sage white marigold t$ �C r A cc (� ' S C 0 co -0 00 L > ''r .b.0 0 0 «f c C0Naav BM TT D TO ARCHITECT FOR REVIEWVENDORS FOR EXTERIOR FINISHESNTE: PEMB. ALLECOL)RS MUST T� SHEETFOP, SUBMITTED NO. AREA COLOR 0 EGRESS DOOR / RECEIVING DOOR BENJAMIN MOORE MATCHING COLOR # 2149-50 "MELLOWED IVORY" (D HARDIEPANEL SIDING (STUCCO FINISH TEXTURE) OVER 1/2' P.T. PLYWOOD 51-EATHING BENJAMIN MOORE COLOR # 2142-50 "GRAY MIRAGE" 2A HARDIEPANEL SIDING (STUCCO FINISH TEXTURE) OVER 1/2' P.T. PLYWOOD 51EATHING AT BENJAMIN MOORE COLOR # 2142-40 "DRY SAGE" ENTRY PILASTERS ONLY O3 HARDIEPLANK LAP SIDING OVER 1/2" P.T. PLYWOOD SHEATHING BENJAMIN MOORE COLOR # 214q-50 "MELLOWED IVORY" 3A HARDIEPLANK LAP SIDING OVER 1/2" P.T. PLYWOOD SHEATHING AT ENTRY PILASTERS ONLY BENJAMIN MOORE COLOR # 2142-50 "GRAY MIRAGE" OHARDIESHINGLE SIDING OVER 1/2' P.T. PLYWOOD SHEATHING BENJAMIN MOORE COLOR # 2142-40 "DRY SAGE" HARDIETRIM BOARD OVER 1/2" P.T. PLYWOOD SHEATHING BENJAMIN MOORE COLOR # 214q-60 "WHITE MARIGOLD" OEIFS WAINSCOT, TRIM AND SUNBURST DESIGN FASCIA TRIM 6A FAUX SHUTTERS FRAME 4 EIFS TRIM SHUTTERS INSET (SLATS) DOWNSPOUTS, GUTTERS $ MTL. TRIM OSTEEL BOLLARDS METAL ROOF jp STOREFRONT SYSTEM STANDING SEAM AWNING BENJAMIN MOORE COLOR # 2149-60 "WHITE MARIGOLD" BENJAMIN MOORE COLOR # 214q-60 "WHITE MARIGOLD" BENJAMIN MOORE COLOR # 2142-40 "DRY SAGE" BENJAMIN MOORE MATCHING COLOR # 2142-50 "GRAY MIRAGE" FIRE MARSHAL "CAUTION YELLOW" GALVALUME MILL -FINISH GALVALUME FWH Lic.# AA 0003300 3336 Grand Blvd. Suite 102 Holiday, Florida 34690 Ph. 727. 815.3336 Fax 727. 815. 3337 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATI❑NS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS GUY F. FABER FL License No. AR0015323 4 7n r Q 0 00moCq QLL L1.1 m Q o� �gm 10.26.12 date 12082 comm. no COLORED RENDERING R-1 LOT. I SEBASTIAN CROSSINGS COMMERCIAL :z PB 22 PG 73- 76 � � N V N Q hQ O h — S 89®39'26" E B) 271.76' �•5 893926 E 280.76' (P) FND 112" IR I / FAID 12' IR NO ID NO % �^ 40 60 I Cc. _ TRANS 11EZER .- — - -- - ----. - -- - ---- - ---- - -- - -- - __— - -- - -- - ---- - -- - -- - __ 11J�_FPL _E,4.S rt1E�d F---r F - o - --- _ - - -- - - — — - - -- - --- --- -- JUMPSTER LK,HT LIGHT AREA o POLE 1� 0 o q5 ,q90 Oil' 011 q q �, `q(p �cQ,, ,gym 3 +1y0 ^ h6 A q9� q6$�, N �i DROP INLET 1 , ASPHALT q' .�a RIM £L. =18.61 U w + M �S.INV=14.25 ' z - W CONCRETE 0 ti � � ��'c tn. ..`��.. , Via. •`�2��,�9.�?,.,....,.rp`+i�.��1:�`'�`aa# ,g.'���`"'�'> >q a � ��99` �1' oo' V I I 40.6 ° 3.5' CONCRETE WALK h 10' PUBLIC UTILITY EASEMENT - q9t4130.00' LE '®i.2 - ,0g Xx LIGHT! 116c hq OJ N 5' UTILITY EA SEMEN T t r"" g� a 2;j,5' - �w- 739'42'72'E' 62.50 • C a ORB 2223 PG 2423 I -- - - - - - ®co' 4 _- M cli co 's I PROPOSED CROSS _ Cl) co BOLLARD - o ACCESS EA5EA4EN7 ASPHALT 4 = Cq . o ^1 DROP INLET (Tr, M, 1 STORY CiOMMERCIAL. I � RIM EL.=18,65 0 LIGHT I�L 10 ',q�� h#920o W NWV-14.35 PaE' a FLOOR ELEV�4 Tl4N _ 2(1.4'2 a 3 ._ .._� o _ �/ WINv.=14.31 q® 0 6' SArI TARY V WELL LQ AN UT Y S ♦9s • 10 ti !s. S �� �- v8942'12 "W 62. Sfl' W S` y N 894212" W 100,00' (P) , � • G 6" SAdlTAR Y� 9 S Q CLEAN OUT ASPHALT STOA P 611� 1u lu r 6o- INV=15.3 '� SIGN g R' z r +^qua 40 5' 43.00' 43.00' a 101.4 i ! j 44.00' �11 I of LIGHT 10' CONCRETE WALK ti 10'CONCRETE WALK ti V ASPHALT ,q1 q1 1�1 s ��� \ ,q�Aq�A POLE A Q 9'p w, !th q 1� �� �^ 16 ,0' q0 q2 3d 0 P_RA!lT ' ;:1 PERI9IT I y6� y. 3 1q. v + SIGN I �£ SIGN ! , 50N 9e a 0. 0. 2 4 N AF,4ED 0 o I" rvc + SPACE3 SPA 17, ." � 20' SPACES r- /• SER CE� 5 5' X 20' �r� `1o: ac ss s.s' x 2 7' STOP q� ti Nl� ° I 1 ;7 a _ _ U a -SIGN Ii» el, A — tT" 9 — 10 + 9� ' N 89'42'12" W 694, 48' P q o� n DROP INLET n DROP INLET RIM EL.=18.54 s� 4 O In RIM EL.=18.72 E.INV.= f 1.95 9 s ASPHALT Q _ WINV.N.WV=1 .28 � � j � Y s � s 140 LF 30` PLASTIC PIPE � W.INV.=14.28 3 177 LF 30" PLASTIC PIPE 60 LF 15' PLASTA' PIPt LL'' AMME DROPI)'R NLETINLET ,q ,9 DROP INLET ;y 0 / RIM EL. =18. 91 O � RIM EL -1 B 63 2. SIGNAGE/LANDSCAPE EA SEMEN T \1 ' 11 —N 89°42'12" W 376,83' (P) E1Nv.=12.57 CROSS ACCESS EASEMENT EW14=14.20 ORB 2105 PG 1619-1630 + W.INV.=12.57 WINV.=12.80 2 0' 90 �, w y1 o 0, �, ASPHALT fl. ,q 4 ` N 8939 26 " W `�q 25,00' (P) - I N 89'42 ,12,. W Q SF-4 CES 386,65' (P) c SPACES q�c" 5 SPACEi 5' X 2� )' q. e 9 5 X 210' 9r 9.5' K 20' o N� eq c I" BACK FLOW N 893926" W 39.65' (P) PREVENTER ; 3 Al N 8928'32" W 39, 60' (M) \ 61 6 'F W 4) HO m 4) ;q .� y 1 �1 57-7P — — — — — — — — — — — — _ _ _.— 1 — _ _ _ _ _. _._._._.—.—.—._._._.—. S 89°42'!2" E 35.84' (0) i _ _ _ _ .. N 89'42'12" W 318.58' (P) 4 _ _ _ _ _ _ FRCCOS> D SIDEWdLK 7 - LIGHT LANDSGAP� BERM T"DP ELEVA T76 20.2+7 - '- _ . _ . _ _ _ . _ . _ - ND - PF- l;�E[M TOP ELEVATION f9 9+j- _ " _ . r "� q EASEMENT YDEN A FIVD 4514" CM LB 5508 ME - - - �._ 1J(L Z4�.1Y- -- - - - - - _ _ _ _ _ _ _ _ h - - - - - - - 1IGHL.- --._.11.3Cs4. f - - -- - --- - - - - .-,1JC l - -- ...... - -'- - - ti 6 o- FND N&O LBD46444" CM 14.99' -. 5,04' (0) POLE POLE PALE u LB 4644 FNWD 112' IR WATER N 89®39'26" ,��q ,�A�O 271. / 6 ' , t� UTILITY EA SEMEN T NO tD MEN FND NCrD � 1 ORB 2223 PG 2423 NO 10 N 893926" E 50.00' (P) N 8957'45" E 49.95' (M) 0 1a l�5 ',--25' ACCESS EASEMENT j rn �h 3 3 VENUE 50' INGRESS -EGRESS EASEMENT ORB 1933 PG 387- 404 SEBASTIAN EO UT-EVARD (CR -512) FND N&O PCP, INDIAN RIVER COUNTY Cn � - 4:f2L 1 C= `-' > 1= U AAL LAVD SURIVErING SERVICES, INC, ACCORDING TO F.I.R.M. j12061COO78 E. LEGEND DATED MAY 4, 1969, THIS PROPERTY �,5. P - PLAT IS LOCATED WITHIN FLOOD ZONE X_, 1 THIS SURVEY AND DRAWING HAVE BEEN PREPARED TO CONFORM WITH APPLICABLE MINIMUM TECHNICAL �M�D 'MEASURED - DEED F SURVEY PR: DESCRIP TION: BOUNDARY SURVEY STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-1', FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. FND. I.R. - FOUND - IRON ROD -:PARED 2. THIS SJRVEY 15 FOR THE SOLE BENEFIT OF THE PARTIES NAMED HEREON AND FOR THE SPECIFIC PURPOSE NOTED, AND "MOULD I.P. - IRON PIPE Regions Banff PLAT RECORDED IN SCALE: 1" a 200 NOT BE RELIED UPON BY ANY OTHER ENTITY, AND IS NOT TRANSFERABLE UNDER ANY CIRCUMSTANCES. 3. THIS:;JRVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR, C.M. -- CONCRETE MONUMENT - CENTERLINE LOT 4 OF SEBASTIAN CROSSINGS COMMERCIAL, AS PER 7F AND REPRODUCTION OF THIS DRAWING WITHOUT WRITTEN PERMISSION OF THE SURVEYOR IS HEREBY FORBIDDEN. /W - RIGHT OF WAY 512 Sebastim NNN LLC PLAT BOOK 22, PAGES 73 THROUGH 7e, INCLUSIVE, OF THE PUBLIC 4. NO Q-INION OF TN -TITLE OR OWNERSHIP IS HEREBY EXPRESSED OR IMPLIED BY THE SURVEYOR. U - PUBLIC - UTILITY RECORDS OF INDIAN RIVER COUNTY, FLORIDA. NORTH 5. THIS SURVEY WAS PREPARED FROM INFORMATION FURNISHED TO THE SURVEYOR BY THE D - DRAINAGE Silverking Contracting1nc. # 28475 CLIENT, AND MAY BE SUBJECT TO EASEMENTS OR LIMITATIONS EITHER RECORDED OR IMPLIED. 6. BEAR.NGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BEING THE BASIS OF BEARINGS. E FF - EASEMENT FINISHFL E SH ONREVISION: Fidelity N i I Title Insurance C o FIAL CIS-BUJ�T 4-24-13 UTIUTY /' NO LNOERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 8. ELEVATONS, IF SHOWN, ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. p R - - DELTA - RADIUS at m a . REVISION: ��, -WLT 4-15--13 L -ARC LENGTH Powell, Carney, Mailer, P.A. y REVISION: FOUNDATION2-6-13 FIELD SURVEY AMPEW IN. POW HOK 8.6. - BASIS OF BEARING N.R. -- NON RADIAL NAIL AND DATE: 1 31 13 SECTION 22, TOWNSHIP 31S, RANGE 38E P.L..S':G. 538 3970 MINTON ROAD N&D CONC.- - DISK CONCRETE �.�. WEST MELBOURNE, FL. 32904 —'�j'(321) 768-8110 ASPH.- ASPHALT P'O'L'- POINT ON LINE *,6�� PRM -- PERMANENT REFERENCE MARKET * r w i C' O N C R E T E P O L E DETAIL LUMINAIRE POLE SHALL BE RATED FOR 150 MPH WIND #6 GROUii II f VELOCITY PER FBC 2010. CALCULATION SHALL BE WIRE ND ii ii BASED ON THE EPA VALUE FOR LUMINAIRES II ii SHOWN. II II II II II II II II I I II ii '--ELECTRICAL CONTRACTOR TO I I II ii COORDINATE TENON TYPE/SIZE WITH FIXTURE ARM II II II II II II I I n II II II II II II II II II II I I n I I n I I o ii ii-- 1" VOID N II II II II II II II II II II II II II II II II II ii FURNISHED AND INSTALLED IN -LINE BALLAST FUSES IN BUSSMANN "TRON" WEATHERPROOF FUSE II II HOLDERS #HEB-AD WITH #KTK FUSES (SIZE AS REQUIRED). II II II II CADWELD II CONNECTION ii T'x5" GASKETED HAND HOLE WITH COVER. (BOTH ENDS) Lfl- - � GRADE II II � 3/4"x10'-0" COPPER ! GROUND ROD C-)-- AS RECOMMENDED BY POLE (LIGHTNING MANUFACTURER TO MEET GALVANIZED CONDUIT "ELL" PROTECTION) REQUIRED WIND LOADING. WITH WITH GROUNDING BUSHING AS A MINIMUM OF T-O" SHOWN ON ELECTRICAL SITE _ #6 GROUND _ PLAN. WIRE GALVANIZED STEEL TO CARLON CARLON PVC CONDUIT CONDUIT CONNECTOR. NOT TO SCALE NOTES: 1. WIRE SIZE UP THE POLE SHALL BE SAME SIZE FEEDING THE POLE. 2. PROVIDE FLUSH IN GRADE (8"X8"X8") WEATHERPROOF PVC PULL BOX AS REQUIRED TO WIRE INTO THE POLE. THESE BOXES SHALL BE USED AS PULL BOXES ONLY, NO TERMINATIONS SHALL BE MADE IN THESE BOXES, LOCATE BOX WITHIN T-O" OF POLE BASE. LUMINAIRE SCHEDULE Symbol Label Oty Catalog Number Description Lamp Specification Area ONE 350 WATT CLEAR SA 3 KSF2 350M R4SC Luminaire, 350W Metal ED28 PULSE START ❑> Halide, R4SC Sharp Cutoff METAL HALIDE IN Reflector, Full Cutoff HORIZONTAL POSITION MEETS THE 'NIGHTTIME FRIENDLY CRITERIA Specification Area ONE 350 WATT CLEAR "E:I> SB 3 KSF2 350M R3 HS Luminaire, 35OW Metal ED28 PULSE START Halide, 113 Reflector with METAL HALIDE IN houseside shield, Full HORIZONTAL POSITION Cutoff MEETS THE 'NIGHTriME FRIENDLY' CRITERIA Specification Area ONE 350 WATT CLEAR 8 SC 2 KSF2 350M R4W Luminaire, 35OW Metal ED28 PULSE START Halide, R4 Wide Reflector, METAL HALIDE IN Full Cutoff MEETS THE HORIZONTAL POSITION NIGHTTIME FRIENDLY CRITERIA WSR 150M FT ARCHITECTURAL ONE 150-WATT CLEAR ® WA 2 (PULSE START) SCONCE WITH ED17 PULSE START FORWARD THROW METAL HALIDE, DISTRIBUTION WITH HORIZONTAL POS. CLEAR, FLAT GLASS LENS. CLEAR LAMP. MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA WSR 150M WT ARCHITECTURAL ONE 150-WATT CLEAR ® WB 2 (PULSE START) SCONCE WITH WIDE ED17 PULSE START THROW DISTRIBUTION METAL HALIDE, WITH CLEAR, FLAT HORIZONTAL POS. GLASS I -ENS. CLEAR LAMP, MEETS THE 'NIGHT- IME FRIENDLY' CRITERIA ARCHITECTURAL ONE 100-WATT CLEAR ^ ® WC 3 WSR 100M WT SCONCE WITH WIDE ED-17 METAL HALIDE, THROW DISTRIBUTION HORIZONTAL POSITION. WITH CLEAR, FLAT GLASS LENS. CLEAR LAMP. MEETS THE 'NIGHT'-IME FRIENDLY CRITERIA File Lumens LLF Watts KSF2 _400M_R 33000 0.72 812 4SC.ies KSF2 _400M_R 33000 0.72 406 3-H S. ies KSF2 _400M_R 33000 0.72 406 4 W. ies WSR _15OM_F 14000 0.72 189 T_(PULSE_ST ART).ies WSR 150M 14000 0.72 189 WT_(PULSE_ START).ies 0.11 0.1 0.1 '0.1 0.1 0.1 0.1 '0.1 0.1 '0.1 0.1 0.1 '0.2 '0.1 '0.2 'o.1 `o.1 'o.1 10.2 10.3 0.4 0.4 '0.4 '0.5 '0.5 0.5 0.4 '0.3 '0.2 '0.2 '0.1 'o.1 COMMERCIAL PROPERTY T?'/// F; N /0 a - o �\ - f \\ - / �` 1.0 FO CANDLE // rY i 10.2 03 N .. O \'o,/ O Ll I I I I 4 .. 2.1 2.2 2.7 3.3 '1.7 `1.7 1.3 `1.2 1.4 2.2 2.7 `2.5 �.6 4.1 2.2 2.4 2.1 '2.0 '0.2 2. I i 0.2 \ SB-6 SB-2 �- o I 1.6 2.7 4.3 4.7 '3.4 '3.1 4.9 4.6 4.1 2.5 2. 3.2 4.4 '5.0 '3.3 '3.4 '7.3 4.6 4.4 3.0 3.4 '3.7 i \ i 0.3 0.5 1 '2.5 3.7 4.3 2.6 2.0 '1.6 `1.8 2.4 3.8 3.6 3.8 `3.8 '3.6 2.0 `1.9 `1.9 2.4 `3.3 4.3 `3.4 2. 2.8 '3.9 3.9 0.3 � J I. /1 10.3 ��. 2.4 2.2 2.1 ' .5 / 2� 2.6 '3.7 .2 { 2.3 `3.3 �' 2.5 2.0 2 ` .6 4 3.3 2 ��\ a. 0. 0.3 \ I `3. 4.5 p 2.3 2.7 3.9 .1 3.42.6 4.1 33.1n4.0 .4 s. 4.s I .z J.oII I 0.2 -i/_ � WC-1 WC-8 WC-9 �� SC-15 3.3 '3.8 ` .6 A-10 3.7 4.6 `3. 2.5 `3.9 `4.3 '3 / . `1: j2 ♦ 3 Z '1. I '6.2 4. 2 _ J ♦I5.2 `5 `3 2.8 `3.5 3.9 .4 6 0 01� 4 I J I , X _ W 3.2 3.1 1. 6 3. 2.4 3.7 5.2 3.4 2 .5 �,,�,; a a TSB-1 , W a '1.7 ?.3 .8 6 .9 '3.6 .63.3 2._JI Q LL 0.3 LU 2 `6.0 `4 2.1 `1.0 '3.8 .5 .9 2.7 4.1 4.4 `3.2 2.0 I = U r� i oof �-_ `3.3 '3. ' .1 � 1 i.5 C 2. 2.2 2.4 `3.8 4.4 o. 4 i' WA-D o.3 11 / Q 4 _ `2.2 3.8 \!1 0 WB-1�/ �, WB-12 4.4 `i.5 4.8 2. 2.2 2.5 3.9 4. 5 0.3 � SC-14 � , �. 1 �.1.; 5 '2.5 .1 2.2 3.7 $.0 4.7 '6.7 /I 7.6 I�6.9 5.2 5.6 4.7 .9 _ 2=1- 3.5�r �4.1 .9' 2.5 4.2 5.2 i �•y 0.4 o.A - / - - 0.5 5 \ 1.. 1.7 2.5 2.9 2.9 '3.8 4.0 "3.5 3.6 2.9 2.5 .3 2.5 .9 0 3 3.3 '3.5 3.9 4 2.3 0.---- _ I 0.4 O 1: ` .2 3.0 3.2 ,`3.3 '3.0 2.4 3 9 3.4"3.5 `3.6 1 '3.5 3.2 2.7 2. '3.2 .1 gx �1 4.6 '5.2 3.5 I 1 a , V 0.4 1 Now - ------ ---- { I '1.7 '2.8 '4.2 4.8 '5.1 4.6 3.9 2.7 2. 2.4 4.3 4.9 5.2 4.8 4.3 3., 3.2 3.9 5.2 5.6 $.8 6 ��.8-�" ` . 2.2 I 0.3 lct 0.1 II ®II .2 3.0 4.2 4.83.2 2.1 8 '1.9 12.4 `3.6 4.4 4.9 4.5 3.6 2.6 .2 ®.8 713 '2.1 `36 4.5 `4.8 4 4 - I I 0.2 W QI 2.0 3.4 4.9 3.4 4.9 `5.5 4.7 3.4 2.4 2. 2.6 3.8 5.2 5.9 4.9 3'� now 1 3, 6 `6.0 6.9 '5.1 3.1 ♦1.8 ! '1.6 \+1.6 '27' `3.5 '5.9 `7.1 '5.9 ' 3 2A 2.5 '3.9 '6.2 7.3 '5.60.do 0.1 ♦ A SA-3 , .� SA-4 SA-5 �/ J ^ 1.2 `1..5 2.6 4.8 ^ 5. 4:5 2 'k `1l6 `�.7 2.8 4.9 n 5� i4,5 1.4 2.9 5.2 �5�9 4.4 2.2� 1.2 0.11 - - - - - - - - - - - - - - ----------- - ------ --------------- t-------` =-- - ----- --- ---- - ---- ---- PROPERTYt1N1= -------------------- - m '0.0 '0.1 '0.1 '0.1 '0.0 `0.0 8, WA-R 10.1 '0.1 '0.1 0.1 '0.1 '0.1 '0.0 `0.0 '0.0 0.1 0.2 '0.1 a.1 a.1 0.0 '0.0 '0.1 0.1 0.2 R e 1i '0.0 .'o:0 0.0 --------------------------------------- F" CURB y -----------------------------------------------------------------------------------------------------------------------------------------------------------------____-----------_____- -_= -------------- ----- -- --- - ----- --------------- - - -------------------- - ------------------- ------ -- ----- ------ -- --- -- - - ----- ----- --------------- -------------------------------- --- -- ------------------- - ---- --- EOP RIGHT OF WAY EOP- ----- ------------------- SEBASTIAN BOULEVARD (CR-512) THESE PHOTOMETRICS ARE INTENDED FOR DESIGN AND WSR_100M_ 8600 0.72 140 EVALUATION PURPOSES ONLY. THE POINT -BY -POINT SHOWN WT.ies IS BASED ON A COMPUTER LIGHTING PROGFAM WITH APPROXIMATED PARAMETERS. THE REFORE, THESE PHOTOMETRICS MAY VARY FROM ACTUAL FIELD CONDITIONS, LUMINAIRE LOCATIONS Location Aim No. Label X Y Z MH Orientation Tilt X Y Z 1 SB 92.6 193.8 25.0 25.0 90.0 0.0 94.3 193.8 0.0 2 SB 249.0 273.0 25.0 25.0 180.0 0.0 249.0 271.2 0.0 3 SA 129.6 78.5 25.0 25.0 -90.0 0.0 4 SA 220.8 79.0 25.0 25.0 -90.0 0.0 5 SA 300.8 79.0 25.0 25.0 -90.0 0.0 6 SB 150.7 273.0 25.0 25.0 180.0 0.0 150.7 271.2 0.0 7 WC 151.2 225.6 12.5 12.5 0.0 0.0 151.2 225.6 0.0 8 WC 194.1 225.6 12.5 12.5 0.0 0.0 194.1 225.6 0.0 9 WC 236.3 225.6 12.5 12.5 0.0 0.0 236.3 225.6 0.0 10 WA 260.0 216.3 17.5 17.5 90.0 0.0 260.0 216.3 0.0 11 WA 260.0 163.5 17.5 17.5 90.0 0.0 260.0 163.5 0.0 12 WB 214.0 153.7 16.0 16.0 180.0 0.0 214.0. 153.7 0.0 13 WB ' 174 A 153.7 16.0 16.0 180.0 0.0 174.4 153.7 0.0 14 SC 331.9 165.2 25.0 25.0 -90.0 0.0 330.2 165.2 0.0 15 SC 332.5 238.1 25.0 25.0 268.5 0.0 330.8 .238.0 0.0 NOTE: PHOTOMETRICS DO NOT ACCOUNT FOR TREE CANOPY BLOCKAGE. SURFACE SCHEDULE Reflectarcps Name Front Back Structure 0% 0% STATISTICS Description SPILL LIGHT SITE LIGHTING `�crmal X y Z Lull %I NORTH 0 PHOTOMETRIC SITE PLAN SCALE: 1" = 20'-0" Max/Min Avg/Min Symbol Aug Max Min Sebastian Planning & Zoning Co mission Approved Date !o � 2 Approved�E� Signature t're (Original Stamp Red) 1�\ CHEHAYEB & ASSOCI -, S, INC. CONSULTING PROFESSIONAL NCINEERS rs 3702 AZEELE ST. (813) 876-1415 \\ TAMPA, FL 33609 (fax) 876-0913 l/ LIC. #49521 SO HEIL E lyYEB CERT. #7340 .6 (� L.W.w nn we�aw 3336 Grand Blvd. Suite 102 Holiday, Florida 34690 Ph. 727. 815.3336 Fax 727. 815.3337 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS Souheil Chehayeb FL License No.49521 W Z W cc .J P O C 0 00 Im O Q LL CD z M O w cf) Cf:) Q VJ 10.26.12 date 12082 comm. no. PHOTOMETRIC SITE PLAN PH1.0 J U W � N W 0 n r- V � I O U-) FND 1/2' IR---••--. NO ID CY 'UJLi U V) U J XSANITARY MH---`' W W TOP ELEV=19.98 S INV=9.65 E NV=9.58 � 0 i UJ 0 °; Z 0 Q U W " O �o W V) Z W W 0-W Q U U i Q -J v� Z Q °CCID Q -J \� 04 N of / FW- 0 Li w Lij -1 0 :20 � i61 C4 EE I- a- W 00 a_ _ z Z LL_ O J W rn = CO � PROPOSED SEWER LATERAL--\ Sr,RVICE CONNECTION, INV. 1tl,09' (FIELD VERIFY) SEE WATER & SEWER DETAIL SI --ET FOR LATERAL SERVICE DETAILS /SPECS ,.,.• ` O so IRRIGATION NOTES PER CITY LDC SEC. 54-3-14.13 (`1) Irrigation system shall be designed to avoid surface runoff, overspray, or similar conditions where water flows onto .adjacent property, non -irrigated areas, walks, roadways, or structures. (2) Irrigation systems shall use drip, trickle, low flow sprinkler heads or any ether recognized method of loco volume, high efficiency irrigation and shall be designed to apply water uniformly over the irrigated area, (3 ) Irrigation systems design flows shall meet peak irrigation requirements of the plant material. (4) Sprinkler spacing should not exceed n ufacturer's recommendations. (5) Special attention shall be given to avoid erosion clue to runoff on slopes. (6) Rain sensing override devices sl>iall he required on all automatic irrigation systems. Soil moisture sensing devices are encouraged. 272 LF PERIMETER LANDSCAPE STRIP: 8 CANOPY TREES REQUIRED ® 1 PER EACH 35 LF 3' HEIGHT SOLID VISUAL SCREEN HEDGE PROVIDED PER SEC. 54-3-14.11.D.2 SANITARY MH S 89'39'26" E 271.76' (P) TOPV=8331s.'r'S S 89'39'26" E 271.76' (M) NE INv=a.60 V2 • TT S ❑ o O "�'• SOD v v MULCH LIGHT POLE TYP. 3' SOD STRIP \ ' �� 4 ;� .0.•4 2 •. •. ADD MAGNOLIA DOLLAR GENERAL _A 7011 PROTOTYPE "Co W/ MODIFIED DELIVERY DOOR �> 4.: < 9,100 SO. FT. 46 PARKING SP. y--PLUG LATERAL F E - 20.0' 0 MAIN = I SANITARY < ` STUBOUT d, 2 .•. 4. ADD MAGNOLIA 2 <,> 2 C. 0. INV, 15,8' \ 6' PVC SAN. ® 1% 8" PVC SAN. 1% �� PROIADE 6'X4' J o. 2 REDUCER COUPLING RVICE LATERAL �c INP 16 3' GIST DOWNSTREAM S ❑ D OF is.i DBL. CLEMOUT MATCH R1 }1 EOP O S❑D,j' i i 15-RA (2' OC IN 30' LOW BED BELOW S ❑ D BELOW FACADE WIN©W TREATME SOD SOD R1-i O J- ( S 250-FS -� (2' OC) PROPOSED NEW LOCATION FOR WOOD POWER POLE, COORDINATE & CONFIRM LOCATION NTH FP&L PRIOR TO INSTALLATION 100-FS (2' OC) �. <[Z° S❑D 18" i1• EIGHT BERM PLASTIC PIPE MULCH AT G NODETERMINED ,R OVERHANG NOT DETERMINED 't( LJ 265 LF 24" PLASTIC PIPE O 0.31% (B]STING) EX. INLET 22.5'± ASPHALT ROAD CANOPY TREES TO BE PLANTED BETWEEN TOP ELEV 1a58 STALLS 3' FROM BACK OF CURB TYP. N i+"�v-i3: e CANOPY TREES PLANTED BETWEEN STALLS EXISTING SETBACK 3' FROM BACK OF CURB TYP. W INV=10 54 N INV=1020 MULCH AT CAR OVERHANG 61-FS (2' 0C) MULCH AT CAR OLERHANG j^ O ;:. 24-FS EXISTING FIRE HYDRANT .� (2' OC) LIGHT POLE TYP. PAINTED RED 18 HEIGHT BERM EXISTING uTY EASEMENT ADD 4 PALMS^ EXISTING 8" GV 1 ORB 222 PG 2423 ^ -7 Ih 1- -1-1-11 V�. EXISTING 4' PVC WM P _,,, ._ ../l•�I///I///I/ FND 4"X4" CM e - o • .. . Le �- SIGN S LB 4644 cuR6 INLET FNQD��j1/z" +R N 89'41'S9 W 271.9 (M� 18" HEIGHT BERM EOP ELEV=17.84 D MA60LI SERVIC CONNECCTTION� a' W`' N 89'39'26" W 271.7 ' P SEEN "F" CURB EOP AND SPECIFICA'ilONS . REQUIRED @ 4.5 P. EACH 1 ' . 247 LF R-O-W BUFFER: 1 CANOPY TREES EXISTING 4" GV PER 00 LF EXITING 8- DIP WTI 14 UNDERSTORY TREES REQUIRED ® 5.5 PER EACH 100 LF 4' HEIGHT SCREEN PROVIDED BY 18" BERM AND 301' SHRUBS AS PER DISTRICT OVERLAY SEC. 54-4-21.B.5 0TE: BERM RE UC S RU TO BE V MAINTAINED AT 36".� SEBASTIAN BOULEVARD (CR-51 2 1 12t-vt $cro �� � s c� t N G--1M fhb! I`�-I--� I��••/' \ Community Develbpmen Department IL-7i 2� j 3 Approved Date . Subject To T Signature ( Inal Stamp VFiN� �t2�Zs K 3HT-OF-�';AY WIDTH VARIES (P) �nD 2 MAGNOI F ,1- w r_ 4--u C,, .. 3" EARTH SAUCER o 3" MULCH TO HOLD WATER EXISTIr PLANT GRADE BACKFILL 1" ABOVE OR IMPORTED EX. GRADE 2 2 X BALL DIA. SHRUB PLANTING DETAIL w F- ''U M RIG( pflR 8 LF 6A R 6 , 0.37:k I J W a- < L®r) Z Q Q _ N t Y 11 Ln LW •.Y Ln w ® 0 0 1 L F-- • FND 4" W m U M LB 360 © _� i W LLJ W �- In 0 J If w (� W U p: 0 LLJW Of U LLJ 0 1 OfCK 0 W 0 O Of m_ LIJ Q 7 W LLJ ® ),, a M � W < a :r ca 0 Q) )- N f Q co CD I iw O , 0 w (V " O z D_ o ~ W � W � o z z U LL_ J �o 00 1q- Z r Q D FND N 1_8 464 RAMP ND 1/ NO ID �N ! 3nr [ MW N !1111 d' L 4LW N 25' ACCESS EASEMENT �g low EOP N N CITY LDC SEC. 54- 3-14N1D 0 NDAND S SEC.543-14.11 (SEE PLAN FOR PERIMETER BUFFERREQUIREMENTS) 2 9 TREES REQUIRED AND PROVIDED IN PARKING LOT TREE ISLANDS ® 1 PER 5 PARKING SPACES AS PER SEC. 54-3-14.10(3) 8 ADDITIONAL CANOPY TREES REQUIRED AND PROVIDED ® 1 TREE PER 2,000 SF OPEN SPACE AS PER SEC. 54-3-14.10(4) 75% COVERAGE OF LANDSCAPE AREAS WITH LIVING PLANT MATERIAL REQUIRED AND PROVIDED PER SEC. 54-3-14.11(a)C9) *1- FND N& PCP, IN RIVER C PLANT NOTES 1) 2). 3). 4). 5). ADD 4 MAGNOLIAS AND 2 PALMS WHERE SHOWN /2 REPLACE 25 EXISTING PINES WITH 14 LAUREL OAKS AND 11 'CHLOE' MAGNOLIAS 0' 20' 40' SCALE: 1 " = 20' J. SCOTT LIBERTY, LANDSCAPE ARCHITECT FLORIDA REGISTRATION NO. LA00001476 5621 REVELWOOD LOOP, WINTER PARK, FL. 3279.E PHONE: 407-719-2124 FAX: 407-671-6904 32" CINCH TIES 2'DIA L❑DGEP❑LE STAKES DRIVEN 3' MIN. INTO SUBGRADE 3" EARTH SAUCER TO HOLD WATER BACKFILL OR IMPORTED SOIL 3" MULCH Pin -EXISTING GRADE fix.. ��... .... NOTE: PROVIDE 3 STAKES AND CINCH TIES PER TREE SAUCER BERMBACKFILL ' �' OR IMPORTED t.''''•' ..er} b;:• ;'r-SOD LIMIT OF MULCH:.** *• . t7 , b• •� •� 32" CINCH TIE STAKES TREE PLANTING DETAIL ALL'-ANDSCAPED, SODDED AND BUFFER AREAS DELINEATED ON THESE PLANS SHALL BE IRRIGATED BY A CENTRAL AUTOMATIC SYSTEM. THE IRRIGATION SYSTEM SHALL DELIVER 100% HEAD -TO -HEAD COVERAGE. SEE CIVIL PLANS FOR WELL, SLEEVING AND POWER INFO. ALL I.ANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3" OF SHREDDED MULCH. ALL TREE SAUCERS SHALL BE TOP DRESSED WITH 3" SHREDDED MULCH. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BECOME FULLY FAMILIAR WITH ALL EXISTING SITE CONDITIONS AND TO STUDY ALL SUBSURFACE UTILITY PLANS AND ARCHITECTURAL PLANS SO AS TO PREVENT DAMAGE DURING THE INSTALLATION OF THE LANDSCAPE MATERIAL. STAKNG OF TREES AND PALMS IS REQUIRED BY THE LANDSCAPE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO MAINTAIN ALL TREES, PALMS AND SHRUBS IN AN UPRIGHT PLUM CONDITION. THE _ANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ARCHITECTURAL OR PAVED SURFACES. ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO. 1 ACCORDING TO THE GRADES AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54" (DBH) ABOVE THE TOP OF THE ROU BALL . THE (.-ANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR A PERIOD NO SHOcTER THAN 90 DAYS FROM THE DATE OF THE " FINAL ACCEPTANCE" BY THE CLIENT AND ;.ANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MINIMUM ONE YEAR WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY DESCRIBED IN WRI-iNG AND SHALL BE PART OF THE BIDDING DOCUMENTS PROVIDED TO THE CLIENT BY NE LANDSCAPE CONTRACTOR. BEFCRE PLANTING OR SODDING THE LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE GRACING AND DRAINAGE AND SHALL INFORM THE CLIENT OF ANY DRAINAGE PROBLEMS. CON-RACTOR IS RESPONSIBLE FOR PLANT AND SOD QUANTITY TAKE -OFF. IN CASE OF DISCREPANCIES, THE PLAN QUANTITIES RULE OVER LIST QUANTITIES. PLANT LIST SYMBOL/QTY./LABEL COMMON NAME/BOTANICAL NAME SPECIFICATIONS CANOPY TREES: 4 SP CABBAGE PALM (SABAL PALMETTO) 2 0 10' AND 12' CLEAR TRUNK HTS., STRAIGHT TRUNKS, NO SCARS 4 MG SOUTHERN MAGNOLIA (MAGNOLIA GRANDIFLORA 'BROWN BRACKEN') 65 GAL. MIN., 12' HT. MIN., 2.5" DIAMETER DBH MIN., 1' CT 0 10 JS SOUTHERN RED CEDAR (JUNIPERUS SILICICOLA) 65 GAL. MIN., 12' HT. MIN., 2.5" DIAMETER DBH MIN. 14 QL LAUREL OAK (QUERCUS LAURIFOLIA) 65 GAL. MIN., 12' HT. MIN., 2.5" DIAMETER DBH MIN., 5' CT 11 MG2 SOUTHERN MAGNOLIA (MAGNOLIA GRANDIFLORA 'CHLOE') 65 GAL. MIN., 12' HT. MIN., 2.5" DIAMETER DBH MIN., 1' CT C 13 QV LIVE OAK (QUERCUS VIRGINIANA) 65 GAL. MIN., 12' HT. MIN., 2.5" DIAMETER DBH MIN., 5' CT UNDERSTORY TREES: 12 LI CRAPE MYRTLE (LAGERSTROEMIA INDICA 'TUSKARORA') 15 GAL. MIN., 6' HT. MIN., MULTI -TRUNK., 3' CT 10 MC WAX MYRTLE (MYRICA CERIFERA) 20 GAL. MIN., 6' HT. MIN., 5' SPREAD, MULTI -TRUNK., 2' CT SCREEN SHRUBS: P7 435 FS PINEAPPLE GUAVA (FEIJOA SELLOWIANA) 7 GAL. MIN., 36" HT. MIN., FULL TO BASE, 24" OC. FACADE SHRUBS: 15 RA DWARF INDIAN HAWTHORN (RAPHIOLEPIS INDICA 'ALBA') 7 GAL. MIN., 18" HT. / SPREAD MIN., FULL„ 24" OC. SOD: ST AUGUSTINE (STENOTAPHRUM SECUNDATUM 'FLORATAM') REPAIR OFF -SITE AREAS DISTURBED BY CONSTRUCTION (V v � M M N 'C M o 0 O � w � o � O ~ � O rl >r C) O a THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM CADIAZZ ENGINEERING SEAL SHEET NUMBER <t' uA,�3BUILDING SIGN SCALE: 1/4' = 1'-0' r-qY 4'-'i' yam• I Ipf6 r-op MNTG. CLIP CNTRS. r„I FPTRICAL REO'MTS. (i) ISA CIRCUIT REQUIRED Al[P7II VAC 1fATl9: FACE 53 3/4'X 191 7/8' RAGS TRDL RACE tRDt 53 3!4'X 209 3J8' O.A.L TRIP: 53 3/�Q'X 38 3/4' IJ.L I.ABVFl STD 7SC SW T-13 PHOTOCELL () 'LICL �By ) L� Cm=m l REB BALLAST BALLAST BALLAST WIRING SCHEMATIC BALLAST gSIGN BRACING DETAIL SCALE: N.T.S. 33'-3" w 4'-611 x 33-3" NOTE: THE SCOPE OF THE PRE -MANUFACTURED METAL BUILDING STRUCTURE SHALL INCLUDE THE DESIGN, ENGINEERING, FABRICATION, DELIVERY AND ERECTION OF THE COMPLETE STRUCTURAL STEEL FRAMING AND EXTERIOR SKIN PACKAGE. (WHERE APPLICABLE) THE METAL BUILDING MANUFACTURER SHALL BE CERTIFIED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) METAL BUILDING CERTIFICATION PROGRAM. THE FRONT FASCIA SHALL HAVE (3) 12" PURLINS (MOUNTED VERTICALLY, 50 THAT THE 12" FACE 15 AGAINST THE DEN5-GLA55. THE`,E PURLINS SHALL BE CENTERED OVER THE ENTRANCE (SIGNAGE), UNLESS DIMENSIONED OTHERWISE ON EXTERIOP> ELEVATIONS, AND SPACED EQUALLY APART (AS INDICATED IN SIGN VENDORS SHOP DRAWINGS) TO PROVIDE ADEQUATE SUPPORT t OR SIGNAGE. m ,I: f I I I I 1 ,( .............. I_._._. �.. --1.- ...L._....._.............. �_..- -... --- 'LJ L1__ FECENM AFEA 103— I i 1 , NORTH QFLOOR PLAN SCALD 1/8' = 1'-0' q-3/4" DEEP CABINET I UA-I MONUMENT SIGN (CABINET ONLY) ' 3 I SCALE: 3/4' = 1'-0' 1 NOTE: CABINET TO BE MOUNTED ON TOP OF BASE WITH HARDI WALL PANEL FINISH TO MATCH BUILDING FACADE. OAP OF SIGN TO BE 10 -0 . NOTE: SIGN VENDOR TO COORDINATE CONSTRUCTION OF MONUMENT BASE AND SIGN INSTALL WITH GENERAL CONTRACTOR. 1 FINAL DESIGN TO BE BASED ON ABOVE RENDERING. REFER TO SIGN VENDOR'S SHOP DRAWINGS FOR ACTUAL DIMENSIONS, 1 MATERIALS AND COLORS. 1 I I SIGN SPECIFICATIONSIi H COMING SOON THIS AREA 15 FOR CONTRACTOR AND DEVELOPER USE. SAVE TIME. SAVE MONEY. NOTE: THIS SIGN IS TO BE PROVIDED AND INSTALLED BY THE DEVELOPER OR CONTRACTOR AT THE BEGINNING OF CONSTRUCTION PROJECT. gCONSTRUCTION SIGN SCALE: 1/2' = 1'-0' [[::F ', x rN Lic.# AA 0003300 3336 Grand Blvd. Suite 102 Holiday, Florida 34690 Ph. 727. 815. 3336 Fax 727. 815. 3337 OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS GUY F. FABER FL License No. AR0015323 W z W J A Q Q 00m 0 �QL �Qz o mQ a� ; y mom <c , �w ff 10.26.12 date 12082 comm. no. FLOOR PLAN, ROOF PLAN & EXT. SIGNAGE A-1 September 20, 2012 City of Sebastian Building Department 1225 Main Street Sebastian, Florida 32958 Phone: (772) 589-5537 Fax: (772) 589-2566 Re: Project Name: Address: Project Location: FWH Project No.: To Whom It May Concern: P" �/Y FI- Dollar General Sebastian Blvd & Sebastian Crossings Blvd Sebastian, Florida (City of Sebastian) 12082 This letter is to certify that the Dollar General satisfies the Overlay District's requirements. The attached Architectural Floor plan, Roof plan and Exterior Elevations designed for the Dollar General located on the corner of Sebastian Blvd & Sebastian Crossings Blvd, Sebastian, FL (City of Sebastian), have been developed in accordance with Overlay District's Architectural / Building standards. If you have any questions regarding the above or have further comments, please do not hesitate to call. Sincerely L 2 Guy F. Faber. RA FWH Architects, Inc. 3336 Grand Blvd, Suite 102 Holiday, Florida 34690 Phone: (727) 815-3336 Fax: (727) 815-3337 Email: faber@fwharchitects.com FL License No. AR0015323 keCEIVED SEP 2 5 ?012 city yf 11040'-I r 3336 Grand Boulevard, Suite 102 Holiday, Florida 34690 Ph. 727.815.3336{�I'S��' u€Ipc' FWH Architects, Inc. License # AA 0003300