Loading...
HomeMy WebLinkAbout2007 - (#24) Sherwin Williams Site Plans0 A 00 0 N o 8„ 58'-10" WALL LEGEND Concrete Masonry Unit--� Exterior Walf 1 Hr. Fire Rated Partition Wail Partition Wall 100' 4 0'— C n 91 .. .........................�...................._.....................................................,..,..... li.., .........I ................ " '=..".......................................................I.........................'54.`.9"...........................•...... 4... 3.=6. 4... 1'3.=2........... 1.7.-3'................. .. 4................--'................,.......,...........................,... .......................... ........ ........ ..'.'.'........................................................................... ................ ....I... ........ .................,' ::::::::::::::.:::::::::::::::::::::::::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:...:.:.:.:.:.:.:.:.:.:.:...:.:.:.:.:.:.:.:.:.:.:/01..'...'..'..'.'.':::::':':•.•:•.:':':':':':'.':. :'.':'.'::'.':':':::':':: , ; : ;•:.. ; . ...... ...... .............. ' ................... . .'.'.'.'.'.'.'.'.'.' co et O 4 .......... e1.......... 101 :':'•': '•' ' 105 WAREHOUSE = 2,829 sq. ft. SALES AREA = 2,921 sq. ft. .'.'.'.'.'...'.'. .......... '— ...... ............... 2 d 7 -92 Q 102 0 �/ :.:.:.:. ,.., 104 .... e.... ... 12'-5" e .'.'.'.'.'I'.'.'.'.'. I 5 t 7 V 103 I' A 00 29'-4" 2'-6" 14 4, , 3'-4" , 12 M. 0. ROOM FtMSH SCHEDULE ROOM NUMBER FLOOR BASE PAINTING CEILING REMARKS MATERIAL HEIGHT 101 Sales & Service —Use vinyl transition strips of Area Painted VCB ' Liall #w 74' all doors where VCT meets concrete. In 9'-0" Mtn 102 Office Painted VCB s �ousticol file r drywall 103 Restroom VCT VCB x 4 Icy —in ooustIcal the 8'-0" Min. drywoll 104 Restroom VCT VCB ' x 4 Icy —in cousticol file 8'-0" Min. r drywoff VCB on all * —Point all walls, doors, and 105 Stockroom SEALED drywall Drywall 14' the roof deck (ceiling jwhite.V CONCRETE surfaces � i-�`12 A���7�T�7`' ! era : *S o r l C N o25 n I 1 �C VCT Vinyl Composition TAe shall be 12" x 12' x 1/8" Armstrong Imperial Texture 151836 VCB Vinyl Cove Bose shall be 4" high : Johnsonite—Pebble #32 • Refer to the Painting Schedule. Ceffing Suspended white T— bar grid with 2' x 4' x 5/8" lay In tiles that are non—combustible, acoustic type mineral fiber, with fissured non —directional design and 75% light reflectance. PAWT SCHEDULE - INTO - TYPICAL WALLS WWACE*0 PFDAER RM ROOM WALLS COLOR DESCRIPTION #Coots DESCRIPTION #Coots Sales & Service Area ALL SW 6366 Ambitious Gypsum Board PrepRfte Classic Latex 1 Base t: ProMar 200 Interior 1 Amber Primer (B28) Latex Egshel (B20) Office SW 7043 Word, gro Gypsum Board PrepRfte Classic latex 1 EverCleon Interior 2 ALL Primer (828) Latex Satin (A97) Restroom 7043 wordly G sum Board Prep Rite Classic Latex 1 EverCleon Interior 2 ALL gray Primer (828) Latex Satin (A97) Stockroom White Gypsum Board PrepRfte Classic Latex i roMor 400 interior Late Latex Egshel (62OW400) 1 Drywall Primer (B28) DOORS + TRIM SUFFACE i PRAIER R�M ROOM COLOR CESCRIPTION lCoots DESCRIPTION #Coots ALL SW 7042 SOHJI Wood FrepRIte Classic Latex 1 Prodasstc Waterborne 2 WHITE Timer (B28) Semi —Gloss (831) SW 7042 f not factory primed use I 2 SITE Metal All surface Enamel ProClassic Waterborne ALL Latex Primer (A41) Seml—Gloss (831) ROOF DECK IN SALES AREA SURFACE PFOAM FNI3H COLOR DESCRIPTION #Coats DESCRIPTION #Coats a Acrylic Ory/ofl Drywall B42W2 Prep Rite Classic Latex 1 gt sshhN 2 WHiTE Primer (B28) Galvonlzed None None Metal Exposed HVAC Aluminum None None Galvanized None None Metal Steel None None FLOORS- PAINTED SURFACE PFOAM RM ROOM COLOR DESCRIPTION #Coots DESCRIPTION #Coats SALES d SERViCE AREA OFFICES, RESTROOMS, CLEAR NEW BARE EPDXY PRIMER/SEALER— 1 ROOXY FL 700 .HS W8 (870)— 1 HALLWAYS."* CONCRETE CLEAR COATING CLEAR RMORSEAL REXTHANE ARMORSEAL REXTHANE CLEAR NEW BARE MOISTURE CURED 1 MOISTURE CURED 1 STOCKROOM CONCRETE URETHANE URETHANE FLOOR COATING FLOOR COATING REDUCE 10% WITH R2K5 s• For unpainted Mosonory, prime with PrepRfte Masonary Primer — i coat For unpainted Block (CMU) , prime with PrepRfte Block Filler — 1 coat For prevlousley painted surfaces• or other surfaces not listed, consult a SW Store Manager •** UNLESS OTHERM4SE NOTED,THiS FLOOR AREA TO BE DONE BY SHERWIN—WiLUAMS. Scale 1 3/16 -1'- OA Note: Final faux finish topcoat by SW. J1 Aebber ll! P.F. Consulting Engineer, P.O. Box 220054 Hollywood, Fl. 33022 Ph. (954) 849-5831 Fl. Reg, #22203 Q 0 C � > � N Q � W W � �o ._ 0 �cr- , o cd L C) z� {U �` � LLj , --- v v �� 00 N i zCt =zo� ��fr1 ••¢��Q 4i ZLJLj �a �C�9 �O�yQma; F►� Ol�il�V► CLL' c 4Zi cnQ��iW�o CL �a a�QO I PROJECT No. GE05-0004 A-1 2 Q 000001 IF, 12 5 12 5 VENTILATOR FAN F- EXHAUST —L J 0 TEXTURED CEMENTATIOUS FINISH 29'- 4" f- FRONT ELEVATION /—SECURITY LIGHT /( TYP. TEXTURED G7 CEMENTATIOUS FINISH 1 " RAISED STUCCO BAND 22 13-10" 0 1— " -- REAR ELEVATION A DIMENSIONAL FIBERGLASS ASPHALT SHINGLES 12 ii I TiQ 5 C ---12' --� 3'-4" a I ---T ►� I M A DIMESIONAL FIBERGLASS ASPHALT SHINGLES 12 5 �-- 5' 12 51 -- SECURITY LIGHT TYP. 1 " RAISED STUCCO BAND 17'-11" 12 Q 5 LO o� � TEXTURED N CEMENTATIOUS FINISH a ^ ^ 12' 60' LEFT SIDE ELEVATION RIGHT SIDE ELEVATION Scale 1 1/81 -19-09 11v[ 4 UIV A. F. Webber 111 ' P.E. Consulting Engineer, P.O. Box 220054 Hollywood, Ff. 33022 Ph. (954) 849-5831 FI. Reg. #22203 N-_ ro yr Q . W - L. w � 0 cd 0 C). z12 L L. 0 Lw C ( o N Q l;� o LL 1 z 1 Q m V m W U w _-s J Q m myna L� m Lr) ) 216 N 1� N Lc) e C4 __ >- z WAN ••�Q--K J�Sry iO�W oOW'V U�'aWNW �WWO z 0 cnQ�zWpC�1 �4 a�OO PROJECT No. GE05-0004 A-2 1 I! d 11 ,.-4 rn .. Co ... . . . o . . .. N , ., . • .. ... - � , M'i' ,.. .. ... .. ". . .. .. J , . ::.. .. ... .. .-. .. .'. .. i; .::.�.. . .. . ' ,, I ... . . ' ­. :.... .. .. ., .�.l-.. p'. ... .-. ,,—. ..AL ;.,.. .% ...1. .%..: p�.;I', �. ...I. ,....:.L.�t .....—. ...I0. ,..I.­� .... ��- . . I . . I . w� .. • ., . :; .. . 1 . , ,. .. ,. ....: %.:... o.:l., ...0. ` 5 .: .� .' . % . . , i� . 1 - . . . : LANDSCAPE PLAN :- ..�. .. .— ... ..... .. .. . ..1.. %", ­:—..,. :.�. .. I .II �,. k�itI�fI. .. . .. . .. . .... �.. .. .... .:,.: :...: m.._. ,:%....'..� ..IIIr1Iz,II.I. .....,. .:... . . . .%. . : ...I.,.. .. ..i I . ,.. . ­. � — .,.� ... ­. ... :., .. :. ..:­ '--. ... :1 '%. ... .... ._:.. .. .....­: .o...,. ..�.I ....­. . . •6-7 . .. . . .. . . .%% . .. . . . . ... MISC. DETAILS ", ... . . 0...., ..: .. .. .. ' .... ..­- .— '. .. ...I. :m. .!.-;.-.::.i.1.:.-....:.�...I..........�....:1-:..�I!.:.:..- .:. .,. .: ;1%. ...-' :.:;.-1 .,j..... ... ... -�...: ...:z. ..O,...,.......­7 :.�... - . .1. , 1.. ;.­.. —. ..�. ., .. :;-, �.., �%. %.,1..�.... .....1.. ...... . . . . ..� ..: .,.' .I�. .....,: ..:..;7 :.. . . .... .; ... , .. . '.. �.. . .1,—. . ,- ..:. ._� ­,.� .` '­.. ".. :.� _.. .:. -...... :I.�. _�..;11 ....%..... ..."��.,1 .-I., I : I I,,, `: 1I.. I.�. . ... . .ti . . ;; . . ..� ..-"� �.� :..... ... :. .. .. ..% �..... .I... .. ,_": �--. ­�:.:. �.%,..._: ....,... ...�.. ....: .�.,.. .. ..... .,�...:. ......� %..:.. .I .. .1 .�,...: .,, ,. %_,. .. .., .�, e,,I,.. .. . . . . . .:. . . . ATTACHED: AERIAL`AND SURVEY . I : I- .. .�.".u..: �:- ...: .. ..1 .I1.. ...1 ..,1....1 ,. .1 .. .�1 ..I. m . . � : . _ . . .i 4 ...^_ �. .. . ../ .� �.. I... ... '.:. .. ... „, : ,_ .I ..� 1.-;, '1I.II ,: m _ , _ -fix. .,�: to ,7 � l.� u., ��"� '1 _... ,. ,,�_I �.. �.:1.. 7...� ;. 4.. 1.1 ,%—. ,1.,.. . ..... . . Wit' .,.:. _::... ,. .. ...:.;.., . .. ,. . ., .- ..:..... 4.. .. ' .. . . .. .. .. .� —..�I .,... ., 1. .:... "..�.... ... .... . .. ::.. i-. ,,....: .:.:. .17:I . 1 . i i' .... .. _ 1 . .. � L.. .�.� _% .. 1... .. ..... ..... :..L .,-..,..I' ..Il .. �..I, -..... . . . . . . % 1.If. F .. . .. ..... .. . . . . . - . . . .. 'I .;:. .,.�� .. .. 2.....v....: ....... . .....:: . .... .-. 0 . - 0- ..I I,.." '-;. . .. . . . . } � .. .. . .. ... ­ . ... G+, r, ,. 1 .� . .: .. , : :- .: 1... . �. .%..... .% :.. ..., .: I.. .1.I. -�.� �.% .... .. .... :...: %.� .%. �. ..::. ... ..I..I. :. .I� ..:"II1 .1I . � � ; . .._ ... %. -I,:. .. e. ',-�1 .., . :. . .. �. :. . . .. a�. .. '. :,..:?.�%.: ..... _ � ;. �-:. --.: '�.. .: "�I1. ,. ..... % - .:.. .... .. � : I . l` .� . . ; , : . . . . . . :: �., .. .... .-.. ... ... :.:._ ..�: .... .:.,I.".....L, .... , , . �. �:A }:t4 ., .�.... ..., :. . - 1 -. .. ,:. r.�" ... -I. . . . . . .. . . . %- . ... . . . : . . . :. : :. -..: .. I.... :. ... ,..;I. ....-_ I,-. .;. ' .1 . ........ .. . ., ,. .. .. . . : �. ,....% . . : . . . :. . .. ..' 1:. .� ...�.� ....: .W..... .;.%— . . . . . ... . . . . — . . ii : ..: ..� ...- :I.% ..:.:.; .­:.%.1_.%..-: .:%.�. ..� ... -..I ....- I� .—!.l�.I, .,. , iI ..I ,I.. ..:.I:. . .. .. ... .. .. I�. ...�...% .,:.� .%.. �. I . . i! ...I ,. ..I ..:. ..... .- .. . . ; . .. I . . . . . :�..I .: .:� .. .. .;��,....I.I.:., ...,.`. .,'...;.I:. ,. ... . . .. . . � 0 I.. .. .. ..- .. .:..� ..e... ..:,_ .. ...... .­�... ...� ... ,......_IA .: . ;w. . . ;I : ..., . . .. :.. �..... %-:1 �.I� .. .. .._%. .­ I,� ..,,,...,.­. ..:.' . .'.—.. . . . : :. .. . . a . .. . , . ... .. . ... .I. . . . : .� .. .. ..:. .. ..%1 I...-.1 .,,.. . .. �:... .,l%. ... .I- .I .� .: .�.- ..I! .l." ,,.II,�- .�, .k1 .I. 1 I .. I� .. I,I' .I�. .I. .., . .. .. r . ....: . .: ... .:. . _.. . :I:.".:". ..:....... ..... . : .:%. ...:.,:- : . ... . .I . I� . . .. . �11I_ . - p . I .. III".. .I1 ........ .. : ._.:.. .:.. .. ..... .... .... .� -... . : -.�;: . . ... ... .I ::. .. .... .,. .; ... ..:%.z ...... ...a,. ... ......,. �.... ....... .­,-- .i..: ..:�o.. .I.. .-.... ..:,. .,."— .,: i1., . . I II �.` I , . ,I II�I ,,11,�1 11.�,­0I�­l_ ... .... ...�..-. . :�..,::�: .�":. .L... . .. . . . . . -- . ...... . :I. . . : I , ..- .. : %.I LEUAL:DESCRIPTION; .�. .1... �..,..: .. ..— ,'; .I., .,�- .�...., .— .'' ...: &. .:._I;: ..11VI ....I %.%.;I"i i�.:% .]...l .Z� . .. . . . .. ... , .. ., .. ...%� .. ­.;. ..:� ..� ....-..o.... .: �.­. ..-._ ....�:..... :1..'�� .,�'—,.... ._.. .-.. . . .... .. ...`.:. ­ I.. �%... .., I' .'1? -- 'I_.. I � ' II__ l' I. I% ... : .­.. --.A .... .% ..... :.. ...-.... .,,. �I.,l. ...1 .—. .,..'....". .-.. �%I.I..�I0 :..,..;I. .—,'.p.�.. .,�.::. . - .; ., ..... PORTION , OF. SECTION.13, :'TOWNSHIP. 31 SOUTH, RANGE 38 EAST, . ....., C1 ...,.— �II.....,t .1�, :lII ,., _��,. -. .,... ..:,_ .� ,,.­. .r-I". 1.lp1 .1.: —,..­-. ­�0 .,.j .�.- I'I. :.I. l.I11.% I :'11II .:, .. . .: . . ':. .-.. ... ._.4.. :..:. .v....'. ...o..:: ...:.. .:.z .%_. .INDIAN RIVER ;COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS l .'.: .� l`. :,l .,.'I ._,'1: iii...::::,:1...II..:...:lII "�,I ,I... ., ',�, ',��,­ 1 ,II .:.l._L.� ... ... .. .:.� l; l.-.f ..I ... .-..:: I._. .... .: .:..: ...e. I FOLLOWS: . I.... .�..­ I 1 . i I j` . . . ,0 II .. .­�" .,:I,I 1� .I .1 :.,� ,,I. :I: 1I. I.I. .1 II ,r _. ` ­. .. .: . BEGINNING AT � THE `SOUTHWEST CORNER OF, LOT. 1, CHESSER'S GAP ,, - " :" �.­%.'_�..:.:. `,1' 1. 1I ,.. �—I-,; . ,..� II.. ...% ..:,c... ...: .%:... . .. .:W. :. .- ; - .. .......� ..... :.....,V ...... ...:..,::�:-. :.�­..: I1IAI1 ...:.. .,.. I. �..... -,.:.. . . SUBDIVISION AS RECORDED �- IN I PLAT . BOOK " 13, - PAGE 76, OF THE . _ ,:. ...I.. ,I .: ,.::I.. !":I.1I ;�,. , .� 1.,....�I—I.:,I ,. 1,:�1 ,. %.. , ..� ..:. ..-. :�..­ .. 1�%.m,...� ....;. ..;. . . PUBLIC RECORDS .OF INDIAN ,RIVER COUNTY, FLORIDA,``RUNS `NORTH ,� �� ....., �. .,. . 1. ,.,I:4I ... ...... F .�, ..: 1.:� :. .­ ..:.. ....I. .... :..7.I.p. .. .I. -. .-�.,1 1.. . 51'49923" WEST -ALONG `THE': NORTHERLY.` RIGHT OF WAY OF `SOUTH ... = " I .I ",I I�,,:11.' IIi'.- :.:;. : ...; :r,. .'. ..I,.:. _.: .4, : . ,. . .: ..... .L-.; .­., ... :I,.� :.i, ::. .:. . FLEMING STREET, ' 183.00 I FEET.; TO THE EXISTING SOUTHERLY -RIGHT OF ,....... "I 1_ .� 1,I �,,I'll_,�99­:.. .I. ...I1 �.:,.. . . ." :� . I . .. �. ;... :%..� ..:... -.:.. .,..: ..-...... ...;..� . . .WAY � OF-,, COUNTY.- ROAD 512, THENCE NORTH 38 10 37 EAST, ALONG ;1. .... 1 . . :.­,.._.. .-.;...7­.- � ..,-. . ... . .. ..:.. �... ..- ,.I.".... SAID RIGHT OF;. WAY 153.50 FEET, THENCE . SOUTH 51'49`23 ' :EAST, , "; " "_..� .����. 1.. ,. 3 . . . ::.. .� .. ..... .I._: .i...:. . . .. .. a' ;..:n.....:-....� —. 1.... I.'%, . 1�:... ,. .. i :. 183.00 FEET T®� SAID :LOT;" 1; THENCE SOUTH 38' 10'37", WEST, 'ALONG . III ." ...1­. .. ... . .. . •: ; "..: .. . . .. .. .. I... .I .­ ..-. .. ...-1 1�� .... ... ��.... 1... , SAID.: LOT :.1, 153 50 FEET. TO THE POINT OF BEGINNING. ' CONTAINING:. . . I , - — 1I,, I.: .- 1­,. .1 I�� .I .'... . . .' .I _... �,'.. :.z .."�. ..- ., ..1.1 ,:�.. ... ...�. % .%....::.. . :� .,....,...: 1.. .o.... �._ �.:, :.. _.,l,. ,... ..."..I. ­... �I ..... ..,, '..."I .;.... �.:..... I.-:.. I..., ...�... :,..�.. ­1.... .:. ­ �­ �I .:- .....:,I. , .0.65 °ACRES. ., , ... '­: , , C },.. ..� 0:I�" : .. .. .I..:. .-.-.. _- .1..2. ,..�..,I ._. ... . %. .. ... . . ., .... ....� .. .;... 0. .. ....r::­.. ..:.. ,.. ......... ,s..1.:. .:,.....,.... . .. . . . .:. .:: .,. . :.: ..I 0,- ..... ....o.... , ... -:: ..l .: �:., ...-%: .. ...., ...­.,, .... ... ;,. '... .. .�'..:�.1.... I. .��._.� ,I.."—. ...-. ,.�. w1_....�....' .1I�. , . :. — :....I ..,.... ,1.I.1I :. .:, �, .. : �; I .0 ,7 �, ,7....,. .-._ .. .%!-,1 I, -I.:. ,...1. I I a I . '; I�,. ``I ,. ,I., ,. t1.... �F:�.: z• , � � l ? 1, . "ii. ,I �I ­,1: ;... :-l. %.-i......... �. �. .,..0.z.� .. ...,"�.:. . : . . .. . . ..:% ��. �..:� ;1V.. .­ .:-., . I: ....... . %-..%.... ��.. ..._ ��.. I''. z.i I..- ,.:..1. :. I. .:., ":. �:I-.... I.... 1,.I.z.. I....I-. .;..I .Ii , I � . I w.:. ; .1 1 I ,- . .� .. � �. '.. ­. ��.. :.­.I� I I I I �- ... I, ,.­... I.m: ....— _.,.. .� ...­ _­.._ -:..,.. .-.%.. i:,�%I..:.. . I�- 1.. :,... . I . . ::.."% .. , .. .. • " ., —� ...:.: .... :..II... .._: .-..: .iI-:.-- ... ,. "�!... .. ,. �.I.-.I_,.: .-..., ...' .r." ,, :` .­.. .. 1�.,. I,-: �.,P.. :,...:. —...i-.. :.­._,. . ..� � ,., l..._I I.. - - I . �1.,1 -: : ::: ; CRYi OF 1. / SEBAIUN COMMENT .LETTER QA7ED 7 2 1d 07 1 ..0 ', ;: . ;.: I I.: ;:... 1 :.. ... -.":.. .,:.:..11,1 ;�:,� 11_. I _ . �1 :: :.:; II... .., !. �- .. :-.0 .-'. ..1.�.;. ...:,...:�...... ........ ...�.l........: ... .: :. .,:.. '.q! .' :. '%.. ­..: . . . .. .... . , ,... . �:". ... . :-.,...; .. 01 l%ll, %:. ........ 1.t 1..'..., ... ...=.. ..-..._ :i,..:.1­.--... .I. ... ....;�. .. .. �. ..:� _. ..: .. ._ .I:. �...,I.. ,:I1,: �.....: .. ...,. ...�. .... � ,, ....� 1.. . I . . .:­ . - .I 1 . . . - � . .w . .. . . .I ; . . 1, . . .,. �i. . o � .l .­ ,... ,..: ..�.: .-. .. . �.:. .:. _%�.-I.f.,.:l.T..�':. ... .�. .—. :!. -.. -l:..� :.. .. .. %. ...: ,.-., .... ...... .. %._% 1.:... .. ..,:. . : ..1. . . �. . .. .... .,.I .I1. ..%... .:..... ..1.... ... .i., ...: ..,. �..:— .�. ��.. .o..:: .-.�­ I.... ... ,�­. .. .. ....% .. %�.�...I.�I. ..,. ..;_.. %. 1..,­ ...I.. .�. ,. .. 1\,:%.. ..1. .....�... .i.. .,:... : .... . . -1� . . .. f.. ,M14 , , .:I, . . - , . .. . . ,:. .. .- . .. 1 . .. .. .. . : . , I..�:. . . : `V .. J 1 ' ^$ : .. .. i, I .. .. ... : _. • �.� .. . I I II CATCH BASIN 06 GRATE EL. 23,08' II I � � I � • I tip' 9 I I UNPLATTED LANDS CATCH I. BASIN jljjjjj . • �, GRATE EL 23.". WIIW 1 - :.•: INV. EL 21.0,V 1 1 I ! j i BUILDING 1 I p 5 tikbl 2�10 �1 36.16 I 29.4 117.4' _ - -��1 - - - ��� �061 �g1 ti� ti�5� 1 �lu ---- M-M KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MAI RIN 972) 337-7766 P.O. BOX 78-1377, SEBASTIAN, FL 32978-137-1 sEBAsnAN cn Ses-0712 PALM BEACH (561) W-7445 C A: 6693 RE.: 37293 S t.: 880 MELBOURNE VM7 589-0712 FAX (561) 848 88T8 ST. LUCIE (77 229.9093 FAX (772)589.8489 Date of Boring: July 10, 2006 Location: CR 512 / S. Fleming Street Sebastian, Florida 13-11 S.W. Section of Lot Depth Blows/ SPT-N in Ft. Description of Soil 6 in Value -0- Dark Gray Sand with Roots -1- ------------------------------------------ 7-------------------- Gray Sand -2------------------------------------------- 7------------ 14------ Black Sand with Some Hardpan -3- ------------------------ ------------------ 12-------------------- Dark Brown Sand 7 -4- 6 13 -5- ------------- ------------------------------8----------- --------- Brown Sand 9 -6- 9 17 -7- 16 -21 - Brownish Gray Sand, Slightly Silty . -9- 15 14 -10- 19 29 -11- 22 -12- 2123 43 -13- 27 28 -14- ------------------------------------------ 26------------ 55------ Water Table: 46" Below Existing Grade Job # KSM 604346-lb ti +III of WA I // + 1• �� 11 II ti� II ( y I ,��• ti I I<6 II II I) I I BORING LOG B-1 ° LOT 1Id# EUT NAIL &OJISC (LESS 18) 1 CHESSER S GAP SUBDI 1501 Q� I I I aI llti�' Iti� +tip h == 9 45 I ! l ourro S/e' IROONN� 11 Aph 9Q k0 31 & CAP (F'343) �S. ��j• L3' - - ry . KSM I I .y9 (0.35'W., 0.35' I I - - ���-�M ' II FOUND 5/8' I�oN ROD + ' i I KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. S51'4 �23"E 183.00' + N+� +� a CAP (PLs 3436 96 2. ti ti i �j + CATCH B FSINq I I (0.04'E., o.4e'N) MARTIN (772) 337-y7766 P.O. BOX 78 i37T, SEBASTIAN FL 32978 1377 SEBASTIAN p72) 689 0712 + 9 a6 +j V CRATE EL 3.07 I FAX 581)W-8888T6845-7446 C.A.: S893 RE.:37293 'S.1.:860 MELBOURNE (321)) 788-8468 �, rl�• CA B3.ASIN �' 2 • + C1 ST. LUCIE p72) 229-9093 ' GRA IE 0.81 ��1 _ ��5 - - - - - -� - - -'- - -��- - - - - t�7 - - - 1nw. €E. 2-1 - -III I FAXg72)229-8469 INV. I I I I 1 9 I_- -6� - - �.- -. 0 1 III I Date of Boring: July 10, 2006 I l o I �y tip' ti - - - - - - _.. -.= _ _.. _- I I I!I I Location: CR 512 / S. Fleming Street I I ELECjfRIC BOX w l a- I 9.76 ti � . � L_ _. -- _ - - - _ - +-.- - -- = � - __ - - - \ I 1 �I 1 Sebastian, Florida I z_ w r \\"� 1�38b B-3, N.E. section of Lot � � 12 = �. �.`� Depth Blows/ SPT-N , la- �� %6 I ti�g +��a e ,3+ +� \\ { I Ilt l in Ft. Description of Soil 6 in Value e + U ti I + 1 Lnp + I \\ I III -0- Gray Sand I . -� 1 6 �#.� 1 I 1 , I I I CATCH LASIN 1 I- f. Z I 1 1R1 1 III _J -I- GRATE EL.1 27-69' X f I ' ¢ I 1 I' 1 III ' I 6 I i I 'Wi t II k �� II1II1 g I II I 1b h--2NE INV. E 19.07 s IV. EL 19.oT } = g-_ ----------------------------------------------------- 12------ w Brown Sand z 8 16 k1 I (n h°I ti + ' �Y ° 1 + W �� •� 00 + I d + I I 23 $ i I -5-_ 11 < K) I�e,6 60.1 Z I 1 II it ' I -6 11 21 o¢ ti I N I I I I I o� w%. 1 10 �bti -7- 9 IF= W 1 BEN H R I l I I I ^ 6" CONCRE ti°CUF B 12S ' h" o OAK _ - - - -e- 9 1- MAK$;� � 0 y 9 18 LZ �� SC4'NAIL DISC (LBOftIN� �X BORING i BC�RINGII \ h �g I i LLI ELEVA N 2B_5. i W �k B-2 9 I I kOti I 4 I ,- +ti -9- 17 _ I 17 00 -10- --- 19------------ 34----- --------------------------------- yS$ + + ASPINALT AVfME T,�- \ z I e9� �9+ 61I I II I i titi' I `� I { I II I U I ¢4j. ---k2�10- Water Table: 42" Below Existing Grade it i I I fC l l � I 11 I � I � � � -•h - - - - -i �- - - Job #KSM 604346-3b ti + ........_.....- CITCH B SIO. ' + I I I i _ •' _ - _. - - -v - - - II ti� - -� GNJJ- E2� 5 BORING LOG B-3 CATCH I�A 3. EXIST 15 RCP- "q -!( ' ¢ I d I NV. EL. 0.67 2 L «"�'._� .� '. .. ....M.... - «. STORM i i MANid@LE �j 0 X z I �•�� GNIEEL 23 L. 20. 27 I , m L y S I 34.08 I' ti� tip' 1 " - -- ! i ------ +�� 1 \I a ,, Qa<[ I tick ��ti �1 I +��� 1. '� tiy6 \ 0_ + SIGN 8" PALM 1 X ( f \ T r r \ j I © " G.V. 1 W EXIST WATERMETER 10" PALM 80 NG _ B - - & 13ACKFLOW PRIEVENTER - - J _ ----�- _ _ _ 1 "OAK -40 -PAL-M B-1 ss WM 1 BFP - - 8" PALM - - t 5" OAK `t R 9 WM p I .` \ \ 6" OAK" i� 6" OAK }�1 �� 12" PALM J13. FOUNDex4' CONC s + RIGHT/,OF WAY ww� woo\ / FouNO 5/8' IRON ROD S51'49'23" 183.00' D STORMM EL 22.94TER : Ma(0.54%. 0UMENT �.30 s & CAP (PLS3435) -miff- 20.10' � �,�• / � 'I.� ��jQtj ��09 ��0 �'�. 22. -a 1 `I.�' �,,� �,�1 ,1�,°'� 23' ASPHALT PAVEMENT LOCATION OF WATER ' 1 � T R PIPES � EXIST 12 PVC WM PER AS BUILTS FOR CHESSER S ` GAP BY MOSEY & ASSOCIATES SOUTH FLEMING STREET I DATED 5-17-91 g ak �11 ��0 ti�90 - - I N 1 0h --------)ti -- ---__-_=~___ 0, Iw Ttig titi ti �ti� ti _ ice'• - -=tF= Oft " - - 8R PALM =- 0" PALMo8_PALM10" PALM _rV1_ - - - _ _ - - - -- I CENTERLINE OF PLATTED 80 FOOT RIGHTOF WAY - - ASPHALT PAVEMENT PIPE CONTINUES RETENTIO _ - - - ORMWATER MANHOLE \\ RIM EL. 22.98' \� \ INV. EL 20.31' \ EXIST 12" PVC WM WAT WAt WAT _ ----- -- WAS WAT- - WAT WFT_WAT -.'^- ---- WAT - - ^ ----- WA? WAT / '--^----� WAT WAT 1YAT ^ - --_'^- 4dAi GRAPHIC .SCALE � /��� � 20 0 10 20 40 80 / ' LOT 2 �I CHESSER'S GAP SUBDIVISION PHASE ( IN FEET) KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7765 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SE11aJ u (772111jjj) 589-0712 PALM BEACH (561 W-7445 CI A: 5693 P.E : 37293 S.I.: SW MELBOURNE (32 768 8488 FAX (581) 845 8fi7� ST LUCIE 1 229.9% FAX 589.6469 Date of Boring: July 10,I2006 Location: CR 512 / S. Fleming Street Sebastian, Florida B-2, Center Section of Lot Depth Blows/ SPT-N in Ft. Description of Soil 6 in Value -0- Dark Gray Sand -1- -------------------------------------------6------------------- Gray San -2- ----Dark Brown Sand --------------------------------------- 6------------ 12------ -3- 6 4 -4- ------------------------------------------ 7------------ 10------ Brown Sand 1 -5- 7 15 -------------- e 8 Brownish GraySand Slightly Silty 12 -8- 13 24 -9- 14 15 _10- 17 29 -11- 18 22 -12- 25 40 -13- 23 ------ ----23 Water Table: 48" Below Existing Grade Job # KSM 604346-2b BORING LOG B-2 IKSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC MARTIN (772) 337-7766 P.O. BOX 78-1377. SEBASTIAN, FL 32978-1377 BEaasTuw p(/72 599-0712 PALM BEACH 561) 945-74a C.A.: 5693 P.E.: 37203 S.L: 880 MELBOURNE (321; 768-8488 FAX (561) 845-8e76 ST LUCIE pT2229-9093 FAX p721589-5460 Date of Boring: July 10, 12066 Location: CR 512 / S. Fleming Street Sebastian, Florida 2-4, S.E. Section of Lot Depth Blows/ SPT-N in Ft. Description of Soil 6 in Value I -0- Gray Sand -1- -------------I 5 Brown Sand with Some Hardpan -3 --------------------- -------16------------------- Dark Brown Sand 6 -4- 6 12 -5- -----------------------^ 8------------- BrownSand 11 -6- 12 19 -7_ 11 12 -8- 12 23 - 14 10- -------- ---- 19 Water Table: 44" Below Existing Grade Job # KSM 604346-4b BORING LOG B-4 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 337-7766 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 689.0712 PALM BEACH (681je45-7445 CA:: 6693 P.E.: 97293 S.1,: 880 MELBOURNE p21 788-8488 FAk(5fi1)846-8878 ST"NAX5pQ72 229-9093 FAX(772�689-6489 Date of Boring: July 10, 2006 Location: CR 512 / S. Fleming Street Sebastian, Florida B-5, N.W. Section of Lot Depth Blows/ SPT-N in Ft. Description of Soil 6 in Value -0- Dark Gray Sand -1- ------------------------------------------- 6------------- Gray Sand 6 -2- ------------------------------------------- 6------------ 12------ Dark Brown Sand with Some Hardpan -3---------------------- ---------------------- ------�-- 8------- Brown Sand8 --- -4- 8 16 -5- 9 -6- 1112 20 -7-------------------------------------------14--------- - -------- Brown Sand, Slightly Silty 14 -8- 17 28 16 -9- -21------------ 20 Water Table: 42" Below Existing Grade Job # KSM 604346-5b BORING LOG B-5 c0 n Q Z N ¢ W 2 Z W 101 w • Z�rn� �'ao wc„-waw�xw� -Qi;� 3ir ,,WO QaJV-zO-W a�awz0oz aF . �a m U �KWF-Wpi2W�Q0 ow=x�wWwZ3�e_ woX=wwn WzM00 II �a33wny3wnao! ■ U C E .j 0 J C� Q C) W 08 LL O _ ^` to D~ 0 U 4o Do Q C o q J C:) o OW 2 zZWW r1�n v ZZ� O / 0 _N OM - N� W O F- t- < _.! �- Q) LL: U) Cy O ti W o < > � LL I_ W LIS "'- N 3. ti J Z� ati � 2 Q)ZN � r� �/) S F- U 0 Z D V / O X Z LLJ p U a -J Z J I4- � . to Z Q LLJ fi V LLJ to '*M_1QERZ7F1CA71I JOSEPH W. SCtULKI FL. REG. NOV41104E ❑ JODAH 8. ,34 0,&0, , FL. REG. 0. 57 ❑WIWAM ST00 R . ` 57 s v ;�, 4a l ) HEET; 2 PR JECT� 0. F 8'- 0. B.- 8'- PUD-C ZONING (CG LAND USE) DISTRICT REQUIREMENTS REQUIRED PROPOSED MIN. LOT SIZE NONE 28,091 SF (0.64 AC.) MIN. LOT WIDTH NONE 153.50' MIN. YARD SETBACKS: FRONT (CR 512) 40' 77.67' GENERAL NOTES: 1. NOTATIONS AS DEPICTED ON THIS SHEET, HAVE THE FOLLOWING MEANING: PROPOSED OR PROP ............ PROPOSED CONSTRUCTION BY OTHERS CONSTRUCT OR CONST......... PROPOSED CONSTRUCTION BY I CONTRACTOR EEOP.....................................EXISTING EDGE OF PAVEMENT EOP EDGE OF PAVEMENT -- - FRONT (S. FLEMING ST) NONE 14.50 BOC...................................... BACK OF CURB SIDES NONE 38 50' 12 s.f. 16 s.f. 2'-6"� vv Right Turn Arrow To Be Reverse 11 S.f. NOTE: When arrow and pavement message are used REAR NONE 45.33' j MAX. BLDG. HEIGHT 35' <35' MAX. LOT COVERAGE BY BLDGS NONE 6,495 SF (23.1%) -THIS INCLUDES 495 SF i. MIN. OPEN SPACE 25% (MIN) 7,219 SF (25.7%) OF BLDG. OVERHANG MAX. IMPERVIOUS AREA 75% (MAX) 20,872 SF (74.3%) AT ENTRIES. MAX. F.A.R. 60% (MAX) 6,495 SF (23.1 %) AREA CALCULATIONS: TOTAL SITE (GROSS AREA) 28,091 SF 0.64 AC. 100 % PROPOSED IMPERVIOUS AREAS TOTAL PROP. IMPERVIOUS AREA 20,872 SF 0.48 AC. (74.3%) I together, the arrow shall be located down strefinthe pavement message and shall be seperated DIMENSIONS ARE + OR - 1". from the pavement message by a distance of 2(8ase of the arrbw the base of the message). 6,495 SF BUILDING (INCLUDES 495 SF ENTRYWAY OVERHANG) j PAVEMENT ARROW AND MESSAGE DETAILS 27 s.f. 864.5 SIDEWALK (NEXCLUDES 387.5 SF OF SIDEWALK BELOW ENTRY OVERHANG) FDOT INDEXI of 9 17340 20,872 SF TOTAL IMPERVIOUS AREA EVE i PROPOSED PERVIOUS AREA OPEN SPACE PROPOSED 7,219 SF 0.17 AC. (25.77.) \\ I I OPEN SPACE REQUIRED 28,091 SF X 0.25 = 7,023 SF 0.16 AC. (25.0% II I \ I I PARKING CALCULATIONS REQUIRED PARKING ' RETAIL STORE BETWEEN 5,000 - 10,000 SF: 1 SPACE PER 200 SF I 1 SPACE PER 200SF X 6,000 SF = 30 SPACES REQUIRED (6,000 SF EXCLUDES ROOF OVERHANG) RCP........................................REINFORCED CONCRETE PIPE H.P.........................................HIGH POINT R W.. ..RIGHT -OF.: -WAY ........................................ C P CORRUGATED METAL PIPE I' MES........................................ MITERED END SECTION 2. PROPOSED WATER SUPPLY: I.R.C. UTILITY i 3. PROPOSED SEWER DISPOSAL: I.R.C. UTILITY 4. TRASH ENCLOSURE IS PROVIDED FOR SOLID WASTE. SEE PLAN AND DETAIL. I I THE EXTERIOR SHALL BE FINISHED AND PAINTED TO MATCH THE BUILDING. i 5. PROJECT LIES WITHIN FLOOD ZONE "X", PER FEMA FIRM MAP No. 12061 CO076 E, DATED MAY 4, 1989. 6. ALL CONSTRUCTION ON SITE TO BE DONE PER ALL CITY OF SEBASTIAN STANDARDS AND SPECIFICATIONS. 7. ALL UTILITY CONSTRUCTION ON SITE TO BE DONE PER INDIAN RIVER COUNTY DEPT. OF UTILITY SERVICES STANDARDS AND SPECIFICATIONS AS ADOPTED 1/97. i GRAPHIC: SCALE SHALL 8. ALL TRAFFIC SIGNS MEET THE STANDARDS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST 20 0 10 20 40 SO EDITION. 9. THIS PROJECT WILL BE COMPLETED: START: 10/06 ( IN FEET COMPLETE: 12/07 1 inch = 20 ft. 10. PROPOSED LIGHTING FOR THIS SITE SHALL BE PLACED IN SUCH A MANOR AS NOT TO PROVIDED PARKING EFFECT THE SURROUNDING AREA OR CAUSE GLARE ON THE ADJACENT STREETS.. { I=' STANDARD 24 SPACES " ® COMPACT 4 SPACES 11. NEW UTILITIES, INCLUDING ELECTRIC, SHALL BE PLACED UNDERGROUND PER LDC HANDICAP 2 SPACES AND PUD-C SUBDIVISION REQUIREMENTS. a.. I I I: r •, 4•.•• .... ' TOTAL SPACES PROVIDED 30 SPACES 12. PERMITS REQUIRED: �hUP TO 15% COMPACT SPACES ALLOWED = 4 COMPACT CITY OF SEBASTIAN SITE PLAN - CITY OF SEBASTIAN BUILDING I I - CITY OF SEBASTIAN LAND CLEARING SJRWMD STORMWATER PERMIT / EXEMPTION LITY TRAFFIC IMPACT INFORMATION: - CITY of SEBASTIAN DRAINAGE AND POLLUTION PREVENTION PLAN ASPHALT PAVEMENT PROPOSED SITE TRAFFIC (ITE 816) (HARDWARE / PAINT STORE) 51.29 X 6,000 SF = 308 13. THERE ARE NO ENDANGERED, THREATENED OR PROTECTED SPECIES ON -BYTE. / 1 25.19 j II 308 - 60% (PASS BY TRAFFIC) = 123 NET NEW SITE TRAFFIC VOLUME 14. PAINT THAT MUST BE DISPOSED OF IS HELD 1N A 55 GALLON DRUM AND REMOVED BY A THIRD PARTY. CONTRACTOR FOR DISPOSAL. 1 I LOT •- . _.. :N... . l / ° I II II � // 11 I ' GRASS MEDIAN CHESSER'S GAP SUBDIVISION PHASE I "D" CURB \\ I 1010 1v I IIjI : 0e• SCO/MIAC�DTGE �1PE O R ► $W•R ,SsOE.1A1( •,� .O FOUND 5/8 I«D " OAP (0.35'W., 0.35'1) FOUND 5/e• ON Rao INSTALL SILT FENCE AT PROJECT (0.04E- 0 46-N) PERIMETER PRIOR TO CLEARING.S51'49 23 E 183.00 0 11 ASPHALT MAINTAIN /RESET /RELOCATE AS wl� sroP STOP APPLCABLE DURING CONSTRUCTION.o (1} 30-PAVEMENT W --- AREA LIGHT 'SA' - N�R1=1} TYP !° m REMOVE UPON SITE PAVED/ SEE LUMINAIRE o � w -D STABILIZED /SODDED. SCHEDULE THIS a w SHEET. 067 ASPHALT PAVEMENT PE PE ,) 13.5 I D" CURB Wo -C) E M 0 WkITE PAINTED 4 'rX A�Rows, TYP. _. T a; 45.33 1 to w 107.67 afl p o ----- I: Q � a ..Q. ( ITAYP 60:00 4•PII 0 STRIPE ! STRIPE TYPICAL TYPICAL DOOR ENTRYWAY/OVERHAG TYPICAL STANDARD PARKINGTYPICAL STANDARD PARKING .. WALL PACK LIGHT 1 I I o I I 'sB'. SHIELDED TO I1 III i 3 STALL ADJACENT TO C.R. 512 STALL ADJACENT TO BUILDING v I i I I (I REDUCE OFFSITE II Ijl - I GLARE. SEE N.T.S. N.T.S. HANDICAP sIGN NO. FTP-25 Z I 12 LUMINAIRE .00 SCHEDULE THIS II 3 II 9.66 w 1 , ,.... , t �. , �� I i I 13I f I 0 60.00 SHEET. (TYP.) 1t.84 23.8 { L _ _ _ �5, _• I w �' I 13.17 I 18.50 �2.00 18. I �.,•� •2. .,�. " . s I I I DOOR ENTRYWAY/OVERHANG I o r2. I. �I I I =I N 140.00 SF. �I --II ------ YELLOW PAIN ED ao ...I I $• ._ 10 ETM SOD GRASS MEDIAN I w I ( OR PAVOW FM - - - - - - - - PROPOSED LETTERS 116 MIN. I I (z I 1 I o` o 0 6000 SF I{ HEIGHT. 1\\ z I I srKLs SOD OR r a m 1 I I l c I I I I � BUILDING o I I A \ U I e" coNca�TE 9 N� I I 40.0 I UILDING SETBACK FFE 25.17' o A - - - - -, J .w•.c �, :• •� - . s , I I I L - - EDGE OF PAVEMENT / IDWT T I I Ir 200' R/W I 0 0 TMP INFER 16"X 16" I I HC RAMP I - - - - - - - -- / 10 alRs oR s�EwAix TYP � srRll'E '� SroP A1a41�TiT 1 CR 512 (FELLSMERE ROAD) I I a �,5 CAR I I o MAX 12:1 a I - -- I I .H. I o� v 'a2 .00 �> { - -EDGE-OF PAVEMENT a TO a� 0R sl,vx A I H.C. SIG o CONCRETE SHALL BE MIN OWE IF ASTRIPE. ENT N I 1 MOUNTE WALL 2. O H,AR I, _ aN -.oa �' 6" THICK WITHIN TRASH PE (Typ) TO ICAL P srALiZ " 3 !. . O ® e BLUE STRIPE I I I I a;: O a `� CORRAL AND AT LEAST I TYPICAL I I H. v ao 10' IN FRONT OF THE N ASPHALT PAVEMENT r WHITE STRIPE I Co AREA LIGHT 'SA' I aM ONT I a Q c:' I CORRAL. TTYYPI IPE o 4 o O.C. ��R TYPICAL I SEE LUMINAIRE ° qF 11RE I Y.r=I 1 "D" CURB DOOR ENTRYWAY OVERHANG - - - - I SCHEDULE THIS I P I I / oo TYPICAL COMPACT PARKING TYPICAL HANDICAP PARKING SHEET. I 140.00 SF. o I TRASH ENCLOSURE 0 SEE DETAIL \ 25.37 / .; I STALL STALL . ° DOOR ENTRYWAY/OVERHANG I.j \ \ \\ ., / J 107.50 SF. 0 I SHEET 6. / I N.T.S. N.T.S. i I I 45.33 / N 6 OO ,�■ NOTE A). ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE,REIRO-RMECTTVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT EXIST SIGN O - - - - - - - - - -" ..� u of TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROADde BRIDGE (INSTRUCTION, / .--------- - ---- D + QD 1996, SECTION 710. ' O cn I 28=='(P) - B.) HANDICAPSTANPARKMNGG SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FDOT REMOVE (IST. SIGN. N O t7 .� 715,00 (P) 71 '(M $ C.) ALL COMPACT SPACES SHALL BE MARKED COMPACT' ON THE STALL OR TIRE STOP. REPLACE W/�SIGN FOR �, INDEX 1730. o NORTHERLY RI HT OF WAY LINE .� r� ���'�, / SHERWIN WILLtAMS. (PERMIT/ ,. .� FOUND exV CONCRETE PLAN BY OTHER �• " '� MONUMENT `PLS 34M) // \ FOUND 5/8' IRON ROD S51 49 23 E 183.00 O \ \ rk CAP (PIS 3435) -2 CONCRETE CURB ---_-___--�II�__- _______- _ f�i �� I GENERAL SPECIFICATIONS: \Q FLAT BLADE: ALCOA #86054.6063-T6 ALLOY,1 30"00" \ \\ ETCHED, DEGREASED WITH #1200 ALODINE FINISH WITH #2277 GREEN SCOTCHLITE BACKGROUND OR - - - - - - EQUAL DIMENSIONS - 6" MIN. H, 24" , 30" OR 36" L. DO NOT LETTERS: NAME-4" SERIES 'B' # 2270 ! V T SOUTH FLEM NG STREET SCOTCHLIE(SILVER)OREQUAL - SUFFIX -2" SERIES AS ABOVE. ENTER ANY ST, - - - - - _ POST: STEEL FLANGED CHANNEL POST WITH SKT.M..--A-WITHOUT ANCHORPLATES, GREEN ALKYD THIISISH PER BRACKETS BLADES A STOP SIGN: R1-1 MUTCD • 30" x 30" (ENGINEERING GRADE) WHILE ON RED R5-1 , r. `z _ _ LOCATION: ONE PER INTERSECTION AS INDICATED O S T 0 P ----- ----- ----- `- ON THE PLANS. C (7 - - - - - INSTALL SILT FENCE AT PROJECT Z �� 2'- CONCRETE C RB & GUTTER PERIMETER PRIOR TO CLEARING. MAINTAIN /RESET /RELOCATE AS i�4. __ j APPLICABLE DURING CONSTRUCTION. �� REMOVE UPON SITE PAVED/ _ -_ �I� = _ / I k - - `STABILIZED USODQEIZ - - _ - _ _ H _,_ DIMENSION TOL. 2.00 3.00 POST 2 CONCRETE CURB & GUTTER \\ \ 3i3e ,-. SAT RADIUS 'A't 3/32'/ 1- 15/32'/ 1- 7/8' WHEN POSSIBLE .B't 1/8 '/ 3 1/161/ 3- 1/2' .�� .,� .� ITT 5/8' R. CAL STOP 1 C i 1/16 ' / 1- 9/32' / 1- 5/16' ... SOUTHERLY RIGHT OF _ - EXTRUDED SIGNTYPIPLACEMENT; •D't 1/32'/ 3/16'/ 7/32' - ............ - BLADE SECTION (UNCURBED SECTION) CHANNEL. POST STOP SIGN DETAIL LOT 5 �U 1 LOT 2 CHESSER'S GAP SUBDIVISION PHASE r r O coo N 2 O J M 0 0 Vi to 0 U 0 � Q Q Z \o N o 3 3 c Z 4- 0 nw=X�3 ¢w�w.l3�ir wir==xaiaz�cwi,�o .�a33w�N3L�i�ao i d of z CO 0 U .I W °' N a c J� Q •- O N� L.t.. Z ILL. 0 QDo = � 00 0 c W o W -1 o 00 Q Q Ozt C5 Ix w W W o > CID �N0 �/ Q � 04 0 W Woo � I- _J "DLLrnN F- 0 0 n F- W Z Q J M Z�mu. WJU>N C7� �C-4 J j ' Qo _ zN I.' U v `- tW- _! Z z m N LLJ 0 JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. FL REG 0. 7 ❑WIW P. sT I FL G, N0. 6 DATI "AM' , W. W 0 LEGEND - - EXIST. DRAINAGE PIPE + 24.20 - EXIST. GRADE PROP. DRAINAGE PIPE - PROP. GRADE DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER DESCRIPTION TOP ELEV NW INV ELEV SE INV ELEV SW INV ELEV NE INV ELEV MISC D-1 EXIST. CATCH BASIN 23.03 20,35 20.35 20.35 -REMOVE PIPE, GROUT HOLES -SAW CUT FOR NEW PIPE D-2 CONST. STORM MH 23.75 20.27 20.27 D-3 CONST. STORM MH 23.75 20.17 1 20.17 D-4 CONST. STORM MH 23.75 20.36 20.36 D-5 EXIST. CATCH BASIN 23.50 20.67 20.67 -REMOVE PIPE, GROUT HOLES -SAW CUT FOR NEW PIPE D-6 EXIST, CATCH BASIN 23.06 20.81 20.81 D-7 EXIST. CATCH BASIN 23.07 1 1 20.72 1 20.72 ABANDON/REMOVE - NEW CONCRETE PIPE/STRUCTURE ° SEE SPECIFICATIONS j. NEW ASPHALT - REMOVE ASPHALT/CURB SEE SPECIFICATIONS Luminaire Schedule Project: All Projects Qty I Label I Lumens LLF Descri tion Watts 6 1 SB 114000 10.750 GSM-XX-175-MH-XX-SL-FG- 175 2 1 SA 136000 0.750 GSM-XX-400-MH-XX-SL-FG X400 Numeric Summary Project: All Projects Label CcIcType Units I Avg Max Min A Min E Max Min Site Lighting Illuminance I Fc 12.66 16.2 10.6 14.43 110.33 13.67 CR 512 R/W LANDSCAPE 18' 18' 16' BUFFER PARKING SPAC 22' PARKING SPAC SIDEWALK DRIVE AISLE 28 ------- 28 25.9 11 I. F BERM - OPT PROPOSED f INSTALL SILT FENCE T'P EME 24•9 BUILDING I I1QfA 14. 24.4 FFE _T5B 1' 26 24 ----_--- 24 ----_.----- --- EXIST. �-�.-.-...� PAVED 22 XIST.--GRAD 20 I OVERHANG OVERHANG 20 18 18 SECTION A CATCH BASIN _ I ti GRATE EL 23.0T ' I; : ;•, �°j' INV. EL, 21.04' " �! i �.,�•� z i I I + Q� ��� + 6 II II I� it � �I II I 1y ti� �kk II 91 II � i II � I LOT 1 i4 rye. ! I II I CHESSER'S GAP SUBDIVISION PHASE I 1 I WND ./e• I . �• gg 7 EM /E EXIST CUR - I & CAP (KS ) REMOVE EXIST CURB/poiMENT �9 (0mw.. 0.3s 1 ..« �..��,�• �• ��"'+" I Dr7 II FOUND 5/8• IRON ROD INSTALL SILT FENCE AT PROJECT u D-s ti� S51'4�, 23"E 183.00+ + EXTEND ASP!JAfLT PAVEMENTCATCH 8,INII in (0..04'F- ol4aNj) 5 1' PERIMETER PRIOR TO CLEARING. g tiry' �2 ti AT + 2 + 66 y. GRATE EL 3.07 MAINTAIN /RESET /RELOCATE AS i v �� _ h9 - - - 1-� - - - �ti� - -00- - - - - aNu. €� 1. 2=1 -- III N APPLICABLE DURING CONSTRUCTION. - - - o0 6.1 I II REMOVE UPON SITE PAVED/ I AREA UG SA L. I 1$ tto k. T�. 23 65 I I I SEE LUMI HIRE 23 6.�, - 1 1 I I STABILIZED /SODDED. 9't RII' LANDSCAPE BUFFERII FIL�GRADE BERM 28 28 PROPOSED BUILDING INSTALL SILT FENCE 28 i FFE" PROPOSED GRADE 28 INSTALL SILT FENCE 24 - - - - - 24 22 EXIST. I 22 EXIST:-GRADE-----PAVED--DRIVEt1tlA 20 18 18 r�...x. SCHEDULE THIS I . I tip' _ ,.� tY. z ;.S::.x'. ,.�..: :z. , s.� . h X I ISHEET. ... :.::: . . :::.:::.:.::::�::::.::,:::� :;:;;:.:..:.;.:::.:::..:;:,:.:.•..::::;:.:::.:.:.:::::::...... � 1 24:90..:::. �• 'y ti II �' SECTION B o. :.:::.:::.':.::.::.:::.:::.::.>:.::::to ::::::t ®.... CAT.CH LASIN :. ° 'b .° . :'. °.. ° � 'a• a ,I�..�e +r� . ° � Fl II L GR- ADE GRATE ELI 22.6 _ - I. NE INV. ELL 19.07 a :.:::a::: �:::::::.::::: :::::::::::.....:.....::..:: ° A C EQUIP. II I cn I - B RM F I S. INV. EL 19.0T I svc I I ::: ;t:.:::::;; :.......:.. ::: / Q x t 1 x I O g CONSTRUCTION NOTES: I I ;..... DOORWAY I o 5.1 II I I w II 'fn ��6 �,: 1. THE PAVING CONTRACTOR SHALL REMOVE :::: r EE I .. .. OVERHANG I o ti gg t g� k' In ti B + i ALL BASE MATERIALS IN LANDSCAPE AREAS WALL PACK LIGHT I �Iti N > - k . 5 tip' tip' ti I AND BACKFILL WITH A SUITABLE TOP SOIL. SB . SHIELDED T0+ It 1 I 3 ':, 2. PAVEMENT CONSTRUCTION: ti 25 + REDUCE OFFSITE x I I I CATCH BASIN li „ g. II I ti �:.. II 1 1/2 S-1 MODIFIED, OVER 6 COQUINA + : i # : :. ti-.:. ; .°. 1 I I GRATE EL 22.98' » 'o . I GLARE. SEE I W 98% COMPACTION OVER 8 STABIL. . .. LUMINAIRE II ti SGBGRADE WITH FBV 50 AND 98% COMPACTION. SCHEDULE THIS �� 01 �• I 1 9 ♦ I OPTIONAL: L. .. O _ T.:... .....::.......y;,..:•:.:::::::;:::::::::::;:;::till i_. I° k' i ti'S' Iti ' 1�' _ _ n » I I x I I 01 11. I ;:; I SHEET. (TYP,) 2 I - - g 4.5 THK 2500 PSI CONC. W/ 6„X6 1O GA. w I ::: �.r ;:;; :.:: _II xll� r`) y� 6 W.W.F. OR FIBER REINF. OVER 8 STABIL. I I u I N ::I:::: In:;:t: ;t::::a::.24?3Q :: I HC RAMP i j ,�y gh 2� ♦ I; I:.241 .:.•.,•.•.•......•.•:•:•.. M II ti 91 I ti _ ♦ SUBGRADE (FBV 50) :::::::::::::aa::;::: :4f::. MAX 12.1 �o I 6 + 1 w ( I. I I `+'::::: :::::::::::° ::::::::::.::::::::::::::::::: :::::::.::: ti t ti� I I CONCRETE SHALL BE MIN ♦ ; 3. ALL STRIPING SHALL BE REFLECTORIZED TRAFFIC Lt. I i ..........:...:.:..ti . g 7 I� t 1 „ ♦ MARKING PAINT F { .... ...;;.;.fi:::•:.:•::•: �:: :.: -*_ill ti PROP©SED + 1 F I o$� 6 THICK WITHIN TRASH (DOT 710) a.:: a::::::::::::::::;:: '::::::::: + II \ L 4. COORDINATE THE PLACEMENT OF 4" PVC DRAINS I �g -j ti� :::a::::::::: :.: 24.40 a:: = 6000 SF x I I I I \, CORRAL AND AT ♦ BENEATH SIDEWALK WITH THE DOWNSPOUT -� + + 10 IN FRONT OF T E w I....::a a::. t:a:::::a::aFIUSH.. II 12 I 9 g e� I ::::'::::. BUILDING d 6� 3. LOCA441. TIONS. SEE ARCHITECTURALS . I + I CORRAL 1 5 2 4- e v 1 _I`:::;:•::����: � 5. SIGNS SHALL ( ) - ti - - - - - -� LL BE IN ACCORDANCE WITH THE ti I I FIFE 25.17 i t ti - - - _ _ - -- MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. �- -+ ;. i .:.:.:.::.:.:.:.,.;.:.:.:.:..:.:.:.:.:.:.:.:.:.;.:.;.;.;.;.;.:.;:;.;.:.:.:.;. 25.12 II I ��\\ EMOVE ASPHALT, o bg 6. THE DUMPSTER GATES MUST BE CONSTRUCTED I I ( I .. ::::::::: = ABANDON/REMOVE 23.t7± I I I ti CONSTRUCT CO RETE 3� tip' „ EXIST STORMWATER PIPE xII WITH AN OPAQUE FEATURE. /RAD 7. UTILITIES 24 96 AND STORMWATER M.H. I gk SEWER- CONNECT TO AN EXISTING S v L I EWER SERVICE LATERAL AT I � ) `:a:�� ��:�;:::::;::.::: I :::::::::::::::::::::::::::'::.. :::: � 25.05 • .. •h••23 3. •5 -� A I IT4 I :�aI ti:.:. ;.: >�"14.!4:::: ; ti ti D-1 `� i THE SOUTHWESTERLY PROPERTY LINE. ::::::::.... y. + + WATER- CONSTRUCT WATER SERVICE CONNECTION CONNECTION TO :.:...:.:.:.:.: ::::::::::::: ►.. I 5 I 1 + .::: :: :::: t ,::::::::::: ::::::: :::::.. d' ____---_--------- -- I a MOVE EXIST PAVEMENT ti + THE EXISTING WATER WETER AT THE SOUTHWESTERLY PROPERTY t a °� �� °' c TCH B SI �' + I' LINE. INSTALL 1" RPZ BACKFLOW PREVENTER IF EXISTING IS `L 9 + I B IN NEED OF I7 �: •5• REPLACEMENT. 'F R G 5 � H ASI :ii::::::':::;::..hSO.�,;..;:.• ..:.:::: ::::.:.�.;;. ;:;::;; ;;; ;;;:;_;.;:;.;,; a f. f' f' J"L��'-�i. EL 2 3 8. ELECTRIC AREA LIGHT 'SA' I I I GRATE 5. 2:.. STORM xs� Mm#4QL � ---- -- --- °1 I LIGHTING- SEE LIGHTING PLAN BY OTHERS. 'J d INV. O.fi ":::: / ...._ �- ��..« -, GR IPE EL 23.8T �� �� 69 ti� u i SEE LUMINAI E I I t •1 -x: ' 1 IN . EL 20.52' �23.4 9. SIDEWALK- LONGITUDINAL SLOPE SHALL NOT EXCEED 20:1 o :: AI3ANDQN : XTST - - +� E. I 9, SCHEDULE IS 23. D 5 ...... : . : .. .:• .. • . ENT:.. - - 1t / WITHOUT A HANDRAIL CONSTRUCTED. ALTERNATIVELY, CONTRACTOR 2' 3 I MAY SLOPE AT 12:1 FOR A MAXI " ti 111 SHEET. l .y� � I ;:... •....;:;::.; ' :� t::; t;:::<:::DRA[NAGti EAStvIENT: I :.:':°"' ::'::;:;::::::'::::.::. '�� � ° 'n �$ \ +T � MUM LENGTH OF 6 (6 VERTICAL DROP) WITHOUT A HANDRAIL. THIS RAMP AREA MUST BE CONSTRUCTED + X 3.35 REMOVE EXIST. \ WITH A TACTILE SURFACE. SIDE SLOPES MUST NOT EXCEED 2% PER .� ' I . + i x I CURB / I ! 6� FLORIDA ACCESSA L p 1 � a \ y. BI TIY CODE. 0 x I ti 10. ALL RAMP ' / \\\ /�' � � �`: :�. � :�::•::�:�:�: ���` � � :..: �-. " �, ►� � I It S SHALL HAVE A DETECTABLE SURFACE OVER ITS ENTIRE T T T \\ / I .: '' ,24J20"` t G.V. I ATERM R I LENGTH. THE SURFACE SHALL BE CONSTRUCTED BY: TEXTURING TO P E 8�-BACKFL•E�W ER z J „�� ...�. o,� "L' A DEPTH NOT EXCEEDING 1/8 BY USE OF A TAMP OR ROLLER WITH AN -t- - _ - - X o I t{per pT� IMPRINTING SURFACE OF EITHER 1" MESH 0.25 WIRE CLOTH, #6 EXPANDED S'Y „ METAL (STD). OR 31b. EXPANDED METAL GRATING. O T 38 LF 15 RCP 9 I a 260.00•(P) 11. CONTRACTOR MAY SUBSTITUTE DRAINAGE PIPE MATERIAL SPECIFIED I T�• / �� a \ i 25.9' I I D-3 --'"CEO 2 1 ° fig. J \ D-4 5 e 'I-•- J� r WITH A.D.S. N-12 OR C.A.P.-ALL JOINTS MUST BE WATER TIGHT. 'y? S�0 `� X 1 an• �' +�� 12. INSTALL HAY BALES OR FILTER FABRIC OVER EXISTING INLETS r�� FOUND exe CONCRETE ; \ 96 ti �� `� { UNTIL SITE IS STABILIZED SODDED. X� � Xe� � „ t STORMWATER MANHOLE MONUMENT (PI•S 3435) � �/ - - / \ `k FOUND 5/B' IRON ROD S51 49 23 E 183.00 D RIM EL 22.94 (aS�E, o.aON) , \ \\ 13. DRAINAGE PIPE AND INLETS SHALL BE INSPECTED BY THE OWNER \ / �� s CAP (PLS 3435) CONST. S CLEANOUT INV. EL 20.10i, \� ANNUALLY FOR LEAKS, BUILD UP OF SEDIMENT, OR OTHER UNDESIRABLE _ _ _ _ _ _ _ - - -miff - _ _ -_ _ _ -_ -_ -_ -_ _%i CONDITIONS, AND APPROPRIATE REPAIRS SHALL BE MADE. IT IS ANTICIPATED - -_ - - -+ - - - _ - - - + , + \� I THAT PIPES / INLETS WILL REQUIRE REMOVAL OF SEDIMENT ANNUALLY. 610 y' ti� ��py gg tip' BERM BNEOR� 5Ai`�I - LOCATION OF YARY SEWER 1 0- LOCATION OF WATER PIPES EXIST 12' PVC WM " " " ' PER AS BUILTS FOR CHESSER'S PER AS BUILTS FOR CHESSER'S 36 x36 x6 THK RELOCATE UTILITY MENT N i GAP BY MOSEY & ASSOCIATES 'joy CONC. PAD W/ 4" THREADED BRASS GAP BY MOSBY & ASSOCIATES x SOUTH FLEM NG STREET DATED 5-17-91 0 1 < I DATED 5-17-91 tip' 6"x6" 10/10 W.W.F. rCLEAN-OUT CAP I SANITARY MANHOLE �b 1 ry�05 ��9 `L n I t►-n g1 g� ��ti �3�k RIM EL. 24.19' 4' a �J �' - -^ - - - 4_ - - - - - - 'I•- _ -, -_ 01 1 X 'E' '' 'l• a �' -.. ra#N --'I - tN BAN I e . -4. e NE INV. EL. 11.89' `! _ - - - - - - -F -- - - - - - - - - - - - - -8" pVc \\ tip. W ti e.0 - + sA�a._ T11= iif=7 - SEINV. EL12.03'- (/ _ = _ -�u SQL _. _.. = .__ 5ANl6A EL 2839 SW INV. EL 17.44`-�- --- - snN -y+s� - _ NE INV. EL. 12.W SLIPxTHREAD - - - - - -+ - 6 SE INV. EEL 12.8W -_ -_ -_ _ - - - - - - - - - tig SW INV EL. 118$' I CLEAN -OUT COUPLING PAVING, BASE COURSE, „ INSTALL SILT FENCE AT PROJECT ,�ti9 1 ti -- i 4 PVC PIPE �6o PERIMETER PRIOR TO CLEARING. i - _ - _ = -I- -- Nw INV. EL t2ss' i - - \ � / , AND COMPACTION AS PER CLEAN -OUT - = - TYPICAL TRENCH DETAILS ♦, MAINTAIN /RESET /RELOCATE AS I ._ _- -- _ - - •= _ \\ PIPE CONTINUES TO STORMWATER , APPLICABLE DURING CONSTRUCTION. L /O REMOVE UPON SITE PAVED/ titi�g - _ �ILE11 _ - - - \ \ RETENTION POND STABILIZED SODDEIZ _ - - - - - - ti - - - _ _ -_ _ _ -�� .� �. \ \ / # 6" PVC GRAPHIC SCALE - - - - - - - - - - - STORMWATER MANHOLE RIM EL. 22.96' \\ / i SERVICE LATERAL--- /, INV. EL. 20.31' 1\, I DEPTH AS PER PLAN 20 o to 20 40 so // NOTE: AT NON -TRAFFIC BEARING AREAS, I I II� •�• •�� '� CONC. PAD IS NOT REQUIRED, AND CAP / _ _ / !� .� J� J� EXIST 12" PVC WM I`° _ k° MAY BE PVC. wAT WAT WAT T ' TYPICAL CLEAN -OUT DETAIL ( IN FEET ) /// WAT ---- ------ WAT --`- --' . ' " T'"" "_" WAT _ - -- WAT ----- WAT - WAT I 1 inch = 20 M. ( / / _-___- -- WAT . -- WAT WAT WA - _ .....-. wAT WAT ------- -WAT ' 'I N.T.S. LOT 5 LOT 2 CHESSER'S GAP SUBDIVI l I I 0 S N w 0 tri co 0 U 0 0 Cy)N Q N Z N 0 3 ¢ coo co W c .3 Q Q w Q O O O U u K ww o o{{A- T_ o �WwQo'o�3o:W a=woaz�TWL1 ''K zw&g Smo zowx�orwojwmag f- o owxx���ww3N� wo==wwO-Eu Ma r=-a 33w�N3wwa OU Z to U� -� N cn M .--� cl: Q a - CD Q q WOCA Lt_ cn Q0 00 (� Z o Q - 0 �Z�w F- w g I- [1.No� ( ZOfN� W I - _I N c� Zo ti i- woo~ F- w ,� > M Z<m W Z w�w "�N W v - Er-(0 i J j Qp ZN U V) V �H ZJOSEPH W. SCfiULKE FL REG. N0. 47048 JODAH B. FL REG 0. 3 pwlw P. sT Fl.. G. N0. 5 0 DA Y 211 4 ROJECT 0. 06-0 9 \, I I � I I I \ I I I GRAPHIC SCALE 20 0 10 20 40 so I 1. (W FEET ) _ ...�� 1 inch - 20 ft. I I.I (1) 30" STOP _ -------------- I� I I I I ----r..----- ——SrN�R — — — 1-1) HEDI E PLANTED R I X X X �, l ON ERM. (BERM T EL.2 .5' I I I I I I) I I i I I roe � � �xII I B RM GRADE it no PROVIDE ADDITIONAL 0 II ll I HEDGE PLANTED LANDSCAPING ALONG II I ON BERM. (PERM REAR FACADE (IN LIEU I ') OF ARCHITECTURAL x�l { i i v I I EMBELLISHMENTS) {{ I ° I LIVE OAKS FOR CANOPY II III 8" OAK I I I I TREES, WAX MYRTLE OR 1:F l 8 L— -- SILVER BUTTONWOODS 0 {f l� AS UNDERSTORY TREES. O w j f kf vim) I I I PROPOSED w $ I I I 12:2T 6000 SFxBUILDING FFE 25.17' 0 FILL / GRADE — I I I BERM I I I I I � � a. •. . ZO I PROP. LOCATION,,f — — — �1 I I IRRIGATION PUMP Q° I tR 0 16 ADDITIONAL SHRUBS TO O SCREEN s" PALM I RDIUMPSTER OADWAYS FROM 10 PALM ------ ° ---- ® L. — — .. REMOVE\*IST. SIGN. I — — — — -4� I — — — — 00C)C30©00000000 ©©000C00c700000dC3t35Q 0000(7C�c1c7©©© IT. `t I REPLACE W � SIGN FOR elm a 6" OAK OAK X SHERWIN WICL13AMS. (PERMIT/ ° X 22" �M XX� ■+'�"� PROP. LOCATION PLAN BY OTHtR� � X�..... O IRRIGATIOJWELL \\� --_— — — — — — — — — — — — — — — — — ----�II�--------------------- BERM NO I BERM BERM MAY UNDULATE SOUTH FLEM NG STREET AND TO AVOID EXIST OAK TREES_ — — — -- /( — 10__PALM 8_PALM_ _ = 10)=PALM=4XT_�ALM — =— — - - — — — — — INSTALL SILT FENCE AT PROJECT PERIMETER PRIOR TO CLEARING. MAINTAIN /RESET /RELOCATE AS APPLICABLE DURING CONSTRUCTION. — I REMOVE UPON SITE PAVED/ — STABILIZED) /SODDED. /// /// I III I LANDSCAPE REQUIREMENTS TREES EXISTING TREES CREDIT NO. OF TREES CREDIT FOR TREES HEDGE/SHRUBS h 0 X1 0 NE -N/A - SHARED PAVED DRIVE 2"-4" db CITY OF SEBASTIAN REQUIREMENTS CG ZONING OVER 10" dbh 5 X2 I 10 SE 154 LF SW 183 LF = 77 SHRUBS @ 24" O.C. = 92 SHRUBS @ 24" O.C. 1. ABUTTING PROPERTIES OVER 10"-20" dbh 0 X3 0 NW 154 LF = 77 SHRUBS @ 24" O.C. NORTH EAST-183 LF X 1 TREE/35 LF 5 SOUTH EAST-154 LF X 1 TREE/35 LF 4 OVER 20"dbh 0 X5 0 491 LF = 246 SHRUBS @ 24" O.C. SOUTH WEST-183 LF X 1 TREE/25 LF 7 PALM TREES 4 X 1/3 1 2. ADJ. TO ROAD R/W CREDIT FOR EXISTING TREES 11 CR 512- 154 LF X 1 TREE125 LF 6 3. ADJ OFF-STREET PARKING �. I• 30 PARKING SPACES X 1 TREE/5 SPACES 6 j; 4. OPEN SPACE REQUIREMENTS 7,192 SF X 1 TREE/2000 SF OPEN SPACE 4 TOTAL LANDSCAPING REQUIRED / PROVIDED TOTAL TREES 32 1. CANOPY TREES: REQUIRED: 30+6=38 POVIDED: 29 NEW TREES CR512 OVERLAY DISTRICT REQUIREMENTS 11 EXIST TREE CERDITS I' 1. CR512 FRONTAGE; 4 CANOPY TREES PER 100 LF 2. UNDERSTORY TREES: . 154 LF CR512 FRONTAGE - (4 PER 100LF) X 154 LF 6 REQUIRED: 8 PROVIDED: 12 I 2. CR512 FRONTAGE; 5 UNDERSTORY TREES 3. SHRUBS: PER 10OLF REQUIRED: 246 154 LF CR512 FRONTAGE - (5 PER 100LF) X 154 LF 8 PROVIDED: 300 { TOTAL TREES 6 CANOPY / 8 UNDERSTORY ADDITIONAL LANDSCAPING ALONG REAR FACADE OF BUILDING AND QUIPSTER 1.4 UNDERSTORY TREES, 2 CANOPY TREES REAR FACADE OF BUILDING 100 LF = 40 SHRUBS @ 30" O.C. 16 ADDITIONAL SHRUBS SURROUNDING DUMPSTER ENCLOSURE 1. LANDSCAPE MATERIAL STANDARDS & NOTES 1! (1) QUALITY. PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND PART II, STATE OF FLORIDA. (2) TREES (A) TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN TWENTY (20)FEET OR GROUPED TO FORM THE EQUIVALENT OF A TWENTY (20) FEET MATURE SPREAD OF CROWN. (B) ALL TREES SHALL BE SPECIES WHICH CAN BE MAINTAINED WITH OVER 6 FEET OF CLEAR TRUNK SPACE. (C) PALMS SHALL BE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN THIRTY-FIVE (35) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. MINIMUM CLEAR TRUNK OF 12 FEET. (1 PALM = 1/3 TREE) (D) TREE SPECIES SHALL BE A MINIMUM OF TWELVE (12) FEET OVERALL TRUNK SPACE, 1-1/2" DIAMETER AND MINIMUM SPREAD OF FAT THE TIME OF PLANTING. (3) GRASS / GROUND COVER: ALL UN -PAVED AREAS EXCEPT PLANTERS, MULCHED LANDSCAPE BEDS, TO BE SODDED. ALL UNPAVED AREAS OTHER THAN GRASSED AREAS SHALL BE COVERED W/ MULCH OR SUITABLE NON -LIVING OR VEGETATIVE GROUND COVER. (4) SHRUBS/ HEDGES: (A) SHRUBS & HEDGES SHALL BE A MIN. OF 24" AT PLANTING, AND SHALL ATTAIN A MATURE HEIGHT I OF 36" MIN. j (B) HEDGES SHALL BE PLANTED AT A MIN. OF 24" O.C. AT PROPERTY LINES,. j (5) IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS: j (A) GRASS AREA SHALL BE IN HIGH USAGE ZONES. (B) TREES & SHRUBS SHALL BE IN LOW USAGE ZONES. (6) CONTRACTOR TO SUBMIT IRRIGATION PLAN TO THE BUILDING DEPT. FOR APPROVAL. (7) THERE SHALL BE A MIN. OF THREE (3) DIFFERENT SPECIES OF TREES AND NO SPECIES SHALL MAKE UP MORE +: THAN 50 % OF PROPOSED TREES. (8) THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES, STREET LIGHTS AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY SEEN AND LIGHTING IS FUNCTIONING FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMENT. (9) THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ENGINEER, A LIST AND PLAN OF THE PROPOSED VEGETATION/PLANTINGS TO BE USED TO MEET THE REQUIREMENTS OF THE CITY CODE, AS REFLECTED ON THIS PLAN. SUGGESTED VEGETATION TO BE INCORPORATED IN THIS PROJECT ARE AS FOLLOWS: PROBABLE TREE COMPOSITION PROBABLE HEDGE/SHRUB COMPOSITION SLASH PINE'1"2 BOTTLE BRUSH WAX MYRTLE *1 SILVER BUTTONWOOD `1"2 MAPLE TREES LAURAL OAK '1*2 LIGUSTRUM *2 SAW PALMETTO *1 { NATIVE PALM TREES •1'2 SYCAMORE OLEANDER*2 SCRUB PALMETTO'1'2 LIVE OAK'1'2 DAHOON HOLLY *1 *2 AMERICAN HOLLY `1'2 VIBURNUM *1 STOPPERS'1*2 YAUPONHOLLY '1`2 BOUGAINVILLAEA"2 ROSEMARY`1.2 SOUTHERN JUNIPER *1 *2 CRAPE MYRTLE *2 YAUPON HOLLY'1'2 MAGNOLIA *1 '2 I, '1 THESE PLANTS ARE NATIVE TO FLORIDA '2 THESE PLANTS ARE RATED VERY DRAUGHT TOLERANT. NOTE: 1.) 50 % OF ALL VEGETATION SHALL BE NATIVE DRAUGHT TOLERANT SPECIES. 2.) EXISTING TREES WILL BE PRESERVED WHEN FEASIBLE AT THE DISCRETION OF THE OWNER. (5)2x4xl6" BATTENS COVERED WITH 5 LAYERS OF BURLAP AND SECURED WITH 3/4" HIGH CARBON STEEL BANDS TO HOLD BATTENS IN PLACE DURING PLANTING AND GUARANTEE PERIOD. NAIL WOOD BRACES TO BATTENS. (3)2x4 WOOD BRACES STANDARD 8' LENGTH OR OTHER LENGTH AS DIRECTED BY THE LANDSCAPE ARCHITECT. 3" MULCH RING FERTILIZE WITH OSMOCOTE AS PER MFG RECOMMENDATIONS 12-12-12, 6 MONTH FORMULA 2x4x24" STAKE PAD BURIED 3" BELOW GRADE FILL AROUND BALL WITH SAND PALM PLANTING D ETAI L N,T.S. 1 /2" DIA RUBBER HOSE W/ 0UBLE STRAND OF 12 GA. GALV WIRE AND MINIMUM 3 GUYS PER TREE. ELEVATION 'B O WHITE FLAGS ON EACH WIRE NTS O NOTE: CONTRACTOR MAY SUBSTITUTE SET TOP OF ROOTBALL FLUSH WITH 6 HEIGHT CONTINUOUS CHAIN- O Q SURROUNDING GRADE WHEN SETTLED. ! LINK FENCING FOR HORIZONTAL NO TREE SHALL BE SET DEEPER THAN BRACING AS AN OPTION. THE GRADE IN WHICH IT WAS GROWN. DIA X 3" DEEP MU MULCH RING TREE PROTECTION BARRIER TOP OF GRASS FLUSH NTS WITH TOP OF MULCH EXISTING TREE TRUNK DIAMETER MASONS STRING W/ INSTALL ALL TREES W/ VARIES FLAGGED RIBBON ILORGANITE OR CONTINUOUS AROUND AGRIFORM TABLETS BARRIER 2 ROWS BACKFILL WITH CLEAN PLANTING I OIL AND WATER THOROUGHLY AT TIME OF PLANTING. DIAMETER OF HOLE SHALL BE MIN TWICE DIA OF ROOTBALL 6' - 2x2'S 4' O.C. PLACED TYPICAL TREE PLANTING DETAIL ; AT TREE DRIP UNE, OR AT N.T.S. EDGE OF EXISTING/PROPOSED PLAN VIEWPAVEMENT (AS REQUIRED) NTS i LEGEND DENOTES EXISTING TREE - OAK TREE WITH DIAMETER DENOTES j EXISTING TREE - PALM TREE WITH DIAMETER DENOTES I PROPOSED UNDERSTORY TREE - WAX MYRTLE, CREPE MYRTLE, BOTTLE BRUSH,OR OTHER APPROVED TREE DENOTES i PROPOSED TREE - LIVE OAK, LAUREL OAK, SLASH PINE, OR OTHER APPROVED TREE (3) PALM CLUSTER MAY SUBSTITUTE FOR ONE TREE. 000000 DENOTES PROPOSED HEDGE - SHRUB 30" O.C. I- LIGUSTRUM, VIBERNUM, OLEANDER, ELEAGNUS, OR OTHER APPROVED SHRUB DENOTES EXISTING TREE TO BE REMOVED i I I FIRST PLANT SETBACK 8". FROM EDGE OF WALK TO ALLOW FOR GROWTH. 18" 18" 18" 18" CONTINUOUS 3" LAYER OF MULCH. O.C. TOP OF MULCH 2" BELOW TOP OF SLAB. FERTILIZE WITH OSMOCOTE AS PER MFG RECOMMENDATIONS 12-12-12, 6 MONTH FORMULA • : . ... . ... 2.0".w BACKFILL BETWEEN PLANTS WITH 6" PREPARED PLANTING SOIL (SEE LANDSCAPE SPECS) 60/40 6.0' ' SOIL MIX, SAND /MUCK. TYPICAL GROUNDCOVER PLANTING 'DETAIL N.T.S. i l j i I 0 C W O� � ILL Q �to1 00 Q�c coo :If p Z o Q C 0 Wow. ' o mQ O z6oW N 0 0) ni( �vJ Q � N � W � � W CD � Qom_ cn N O Z Q J z"mLL m W � � W �U�N JOSEPH W. SCHULKE l FL. REG. N0. 4 048 ❑ JODAH B. FL REG, 0. 573 ❑WIW P. STOOD . N0. 576 PEA 0 1 DA SHEET 5 PROJECT N0. SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL R IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION'. LATEST REVISIONS. BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND iTS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WiTH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE 'STANDARD SPECIFICATIONS' FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS', LATEST REVISIONS. F WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED 70. IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CiTY, COUNTY. STATE. AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED BNSPEC TIONS AND SWILL SUPPLY ALL EQUIPMENT NECESSARYi TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SFWl GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SFWl BE CORRECIED AT THE CONTRACTOR'S EXPENSE CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE MID DISPOSE OF ALL BUILDING, TIMBER, BRUSH. STUMPS. ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WiTH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.2 FL+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWAY EXCAVATION AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT. AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LASS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE SOD - SOD SHALL BE ARGENTINE BAHIA. UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE UVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS. FREE OF LARGE VOIDS. ROOTS. WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT. DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION . ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT. BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WiTH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS. ROOTS.BRUSHVEGETABLE MATTER, RUBBISH. OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. MATERIAL: SELECT GRADE: AA.S.H.T.O. M-145 DESIGNATION A-1. A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) COMPACTION: 12' COMPACTED LIFTS, MINIMUM 98X MAXIMUM DRY DENSITY (AA.S.H.T.O. T-180). COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BiD TEEMS FOR BORROW EXCAVATION (PER CY.). OWING (PER LF. OF ROADWAY OR PER ACRE OF Si . AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLCABLE STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBMY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND UMrTS SHOWN ON THE PLAN, AND IN ACCORDANCE WiTH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL. BASE COURSE THEBASE SHALL BE CONSTRUCTED OF EITHER UMEROCK MATERIAL IN ACCORDANCE WiTH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SWILL BE CONSTRUCTED IN ACCORDANCE Wi7H SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PR CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE AC.S.C.) TYPE S-1 MOD AC.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN. IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS. CURB ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. INDEX No. 300. PROVIDE CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3-FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. TESTING THE CONTRACTOR SWILL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBIWKMENT,SUBGRADE, BASE, PIPE BACKiIILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A EMBANKMENT: (1) DENSITY TESTS SFWl BE TAKEN AT A MAXIMUM OF 10.000 SF. INTERVALS FOR EACH 12' UFTS CONSTRUCTED. B. S�91GRADE, (1) F.B.V LB.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,ODOSF OR CLOSER AS MIGHT BE NECESSARY IN THE EMU OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. 1 F.B.V / LEI.R. (PER PLAN) TEST SHALL. BE TAKEN AT INTERVAS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER MIN• OF 3 / 1 PER JOB) 2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL- (1) DENSITY TESTS SHUT BE TAKEN AT A MAXIMUM OF 200 FIL INTERVALS. V ABOVE PIPE, 1' BELOW GRAM MIN.. AT PIPE DEPTHS GREATER THAN 5 FT, AND ADDITIONAL TEST SKULL BE TAKEN AT MID DEPTH OF BACKFILL E. STRUCTURES: (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCIURE INSTALLED. F. BUILDING PAD: _ 0. CURB ADS AS CIFIED IN(1) DENSITY TEST SHALL ITECTURAL BE TAKEN AT A MAXIMUM OF 2000 FT. INTERVALS. ALL TESTS SHUT. BE PAID FOR BY THE CONTRACTOR. CLEW -UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT. CLEAN, GRADED CONDITION. DRAINAGE SPECIFICATIONS . STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL. ACCORDANCE WiTH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SKULL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40. Fy - 40.000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS'. LATEST EINTKNt. TYPE D PORTLAND CEMENT SKULL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. CULVERT PIPES REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE 6N ACCORDANCE WiTH SECTION 941 OF THE STANDARD SPEOFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 94b OF THE STMIDARD SPECIFICATIONS. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFiLUNG OVER PIPE CULVERT AND STORM SEWERS SKULL BE COMPLETED IN MAXIMUM 6' UFTS. TD A POINT 12' ABOVE THE PIPE, AND IN 12' LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SCULL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 30DO PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT UMrrED TO. HORIZONTAL LOCATION AND, VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS. SEWER MANHOLES. DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BIILTS OF ALL LAKE BANKS. LOT/BLDG.. PADS. SWAIES, BERMS. CURBS. PAVEMENT. SIDEWALKS - DEPICTING HORIZONTAL LOCATION AND ELEVATIONS. CONTRACTOR SHALL SUBMfifr COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FiNAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SEAL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SKULL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER AWN AND SEWER AS-BUILTS. INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER Stall BE NOTIFIED 30 HOURS IN ADVANCE A PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS B. PRIOR TO BACKFILUNG ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL F. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. G. IMMEDIATELY PRIOR TO AND UPON APPUCATIO N OF ACS.C. H. UPON COMPLETION OF ODN5RRUCTION. INSPECTION NOTIFICATION: THE RESPECTIVE COUNTY DMSION SHALL BE NOTIFIED, IN WRITING. WiTH COPIES TO THE COMMUNITY DEVELOPMENT DIVISION OF THE COMMENCEMENT AND COMPLETION OF THE FOLLOWING ITEMS OF CONSTRUCTION SO THAT AN IMMEDIATE INSPECTION CAN BE PERFORMED TO ENSURE CONSTRUCTION IN CONFORMANCE WITH SAID APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS AND THE REQUIREMENTS OF CHAPTER 9I& IF THE COUNTY NOTIFIES THE DEVELOPER THAT NO COUNTY INSPECTOR IS AVAILABLE TO INSPECT WITHIN FORTY --EIGHT (48) HOURS OF AN INSPECTION REQUEST AND IF A DELAY IN INSPECTION WOULD CAUSE A DELAY IN THE PROJECT. THEN THIS REQUIREMENT MAY BE MET BY SUBMISSION OF A CERTiFiII FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE WiTH THE LAND DEVELOPMENT PE RMrr: 1. WATER LINE AND SAMAR( SEWER UINES PRIOR TO BARKFiWNG (UTTUTiES DIVISION) z STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) 11 4. ROADWAY BASE PUBLIC WORKS DIVISION) ONI 0. PERMANENT MONLWENIISRSIE (PUBLIC WORKSANAND P NENiERMANENT CONTROL POI IT'S (PUBLIC WORKS DIVISION) THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUCTION OF SUCH ITEMS SKULL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER INVFSiK,ATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMRT, ALL WATER AND SEWER IMPROVEMENTS MUST BE INSPECTED BY THE ROM RIVER COUNTY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESE)UATNE PRIOR TO BACKFILLNG [913.07(5)(H)3. WHERE RE VWXES AM MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS MID/OR PARKING LOTS/DRIVEWAYS. TRAFFIC /PAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYS/STREETS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,1991, SECTION NO.710. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.S STANDARD INDEX NO. 173246. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. 4. • STOP BARS SHALL BE 24' WIDE. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE ROADS/DRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No.17346. 1. ALL SIGNS SEW.L BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11850. 11883. 11865. WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No 17302. FLORIDA DEPARTMENT OF TRANSPORTATION NOTES: 1. ALL MATERIALS S AND CONSTRUCTION WITHIN FOOT RIGHT-O((FLA-AWAY SHALL NC)ONFORM TO THE FOOT ROADWAY MID TRAFFIC DESIGN STANDARDS ENTS THERETID. 2. THE APPUCANTS (LATESTN .SCAN 13LE FOR CONSSTRRD NSUCTION IINNSPECTION SHALL INSURE MID THE THAT THE MAINTENANCE OF TRAFFIC PION (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FOOT INDEX NUMBERS 6D0 SERIES AND THESE DOCUMENTS. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTAWK FHWA). 3. AT THE END OF EACH WDRI( PERIOD ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BAACKFiLLED IN ACCORDANCE WITH STANDARD INDtSt 800 OR SKKALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DIS11I EVACUATION ROUTE, THE APPUCINT. AT THE PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PUN. AN EMERGENCY FUNCTIONAL. RESTORATION PLAN TO ' ADDRESS EVENTUALITIES SUCH AS HURRICANES. 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENOINEFRING DMSiON. HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS. BEFORE ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL. INTERCONNECT CABLE. 8. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXALT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFECT BY CONTRACTOR, CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 7. BEFORE PERMIT APPROVAL AND CONSTRLICTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TEEPHONE NUMBER IS 581-46b-7396 OR 1-800-300-8238. 8. THE APPUCANT' AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL. 10. AT THE END OF EACH WORK PERIOD. ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL 13E BACKFlLLED IN ACCORM44C E WITH STANDARD INDEX ODD OR SHALL BE OTHERWISE PROTECTED WiTH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH STANDARD INDEX SM OR SHALL BE OTHERWISE PROTECTED WiTH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE 11. ALL MOT LANE CLOSURE SOS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO OPENED BY 4:00 PM. 12. PAVEMENT SPEGFlCATION MATCH EXISTING TYPE AND DEPTH OF ASPHALT 70 3 i/2' MAXIMUM., INCLUDING FRICTi(NN COURSE . I . . .. .. . . .. .. .. .. ; . . . .. . . i . . . . . . . . � . . . . ... . . . . . . . . . . . . . . . i . . . : . . . . I . 1 a'-o„ (LIMITS OF CONC. SLAB) . I -5/8" ST----------t . UCCO.: .. . I It 1 . It 77777T I i 2-EQUAL. GATES .. .. .. . . .;.. . U BLO FILLED W/CONC. 1 %6" CEDAR -STAIN TO . . < LW/ 1 #5 BAR CONTINUOUS MATCH BLDG. TRIM . . f u 1 <2 PAINT CONCRETE BLOCK w 1 L 2' SQ. STEEL FRAME-(GALV.) . < wo - /.:, . . I TO . MATCH BLDG. TRIM PRIME & PAINT Mi 4 I DUR-A-WALL 2'x2" CEDAR FRAME BOLTED I g o Z_ i HORIZ. REINF. TO STEEL co I < / N G 5 EVERY OTHER BLOCK �..: . < I . PROVIDE HANDLES & LATCH .. z L L 1 . L ) .. o . . ON GATE FRONT- � i . . 1 . 71 't0 O i < < 7. i 8"x 8-x 16" C.M.U. O I 1. < 4 BAR 0 4'-O" O.C. & 40 . - � � - 1 � �� CORNERS FILL CEELS ANGLE IRON STRAP -' < < 11 " o BLOCK WALL RELY TO 0*"4 °' 3 4 DOWEL 0 4'-0" O.C. 4 0 4". MY GALV. STEEL PIPE of L 1 L 6 I 24'� REBARFOVERLEAP 2" so. POST (GALV.) 0 1 L 1 1 .. PRIME & PAINT . 1 < t 1 t HEAVY DUTY HINGE l �A-1 FCONCRETE .DUMPSTER PAD- I L. PITCH TO DRAIN -t FIN. GRADE I : DUMPSTER ENCLOSURE PLAN N.T.S. ¢o KEYNOTES FOR DUMPSTER ENCLOSURE: 1 - . 1 1 x 6 CEDAR GATE W/2" 3 4"; GALV. STE L PIPE1. 12 #5 CONTINUOUS NOTE: GATE DETAIL MAY BE Q pp 2 x 12' BELL FOOTING W/ SUBSTITUTED WITH TYPE / SO GALV. METAL FRAME BUKAP R POST F11,,L D W/ 4"TOP & BOTTOM (TYP.) (WVDIAGONAL BRACING GONG. SET IN 12 ��pj x 1'-a" STYLE PROPOSED IN BLDG) EACHAIGATEOSHALLH (T6YP.) PRIME & PAiNT�NG ®8" CONC. BLOCK WALL (TYP.) ARCHITECTURAL PLANS (IF HAVE A HANDLE & AN 9 NOT USED. PEN &CLOSURE DEVICE ®5 W/6' BEND INTO U-BLOCK O�) TO BE PAINTED) UNDERCUT TEEL & DQVVEL INTO BELL @ E.J. ATE TO CLEAR CURB TO OPEN FOOTING yV16 BEND (,G O , DUMPSTER WALL SECTION 2 DUMPSTER GATE DETAIL TYp.) REQUIRED_) FILL CELL 1 fi" DIA. GALV. STEEL PIPE BUMPER BLOCKS W/3000 P.S.I.. POST (FILLED W/ CONC.) SET IN 6" CONC. SLAB W/FISERMESH CONCRETE REINF. ON 6 MIL VAPOR 12" DIA. x 36 DEEP CONC. Frc. A-1 N.T.S. A-1 N.T.S. BARRIER ON COMPACJED FILL Q 5/8" STUCCO PRIME AND PAINT, TYP. APPLY 2 COATS OF CLEAR 6 GATES FASTENED 4" 0 BOND" CONCRETE SEALER ON BUMPER POST WHEAVY-DUN CONC1 APRON. SEE CONIC. INDUSTRIAL HlNG S SPEC. S I . . . FINISH GRADE �• . _�. �AMgp /Y t :, ME OFFSET. COVER OPENI G ► I S_I ► . . BE TRENCH WIDTH W + 4EXISTING' MiN. (MIN.) BARS RETIRED AADDITIONAL T REINFORCING ► ►• p I SURFACE RESTORATION OPENING lF SLAB TO BE ;. ' 6" 1? TRAFFIC BEARING. p ►� ► SAWN EXISTINGMECHANICALLY PAVEMENT MIN. 24 3 4' ► > ►. Bituminous Coating Required For CMP (Any Suitable Bituminous Material May Be Field Applled 12' . . .. .. �H . Flexible Pipe Class - Concrete—'.(Corrugated Steel , Corrugated Aluminum Or Corrugated Polyethylene} I- 12" •1� 12" 1 . . . Note: Cost of concrete and bituminous coating to be included In . contract unit price for either new pipe or Mitered End Section. A concrete Docket shall not .be used to Join: . . (a) metal pipe of dissimilar materials (b) flexible pipe when the minimum cover required in do Rh 1 d N 2 1 1/2' TYPE S-1 MOD. ASPHALT ... � 8' COQUINA SHELL COMPACTED TO 98X MAX. DENSITY (AASHTO T-180) 8' STABILIZED SUBGRADE (FBV 50) (98X COMPACTION AASHTO T-180 FILL COMPACTED TO 98% MAX. DENSTTY i SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. THE BASE SHOULD EXTEND A MiNIMUM OF 8" BEYOND THE ASPHALT AND THE SUBGRADE SHOULD EXTEND A MINIMUM OF 6" BEYOND THE BASE MATERIAL TYPICAL ASPHALTIC CONCRETE PAVING SECTION N.T.S. 3000 PSI CONIC. W/ 6' X 8' 10/10 GA. • .1 . . -.. ' • W.W.F. THICKNESS PER NOTE 5. BELOW. 8' STABILIZED SUBGRADE (FBV 50)! 3 C5 actor nce w n ex o. cannot be obtained. . . DISSIMILAR TYPES CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES (98% COMPACTION AASHTO T-180 FILL COMPACTED TO 98X MAX. DENSITY � '- I I I OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS 1. MATERIALS AND CON5TSPECIFI PROCEDURES SHALL BE IN ACCORDANCE tj . WITH THE SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED . . . . BY THE PORTLAND CEMENT ASSOCIATION. 2. CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAX. OF 15 FT. O.C. N US V • IN EACH DIRECTION 3. AT LEAST COMPRESSIVE STRENGTH 3 ^O 3 3 F Z . (3) CYLINDER SAMPLES SHALL BE TAKEN -i -a h . FOR EACH 10,000 SF OF PAVEMENT OR (5) PER JOB, WHICHEVER IS GREATER. to 11 SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14 AND 28 DAYS. 4. A MIN. OF 2 FBV TESTS SHALL BE PERFORMED ON THE SUB -BASE, AND AT Z Sy �p LT1 6' 2'-4" LEAST 1 MOD. PROCTOR (AASHTO T-180) TEST FOR EA. TYPE OF SUB -BASE e 1W Q -9 [__� �N I I I_ 2„ o C- O ��- O IZT o o� CN i�1�- l I - --i cV 12 -1 "--- t TYPE C CAST IRON GRATE Approx. Weight 235 Lbs. • • ✓ / / / / / / / / / / / . . . • • .. ' • 13 Id o a d • BURLAP ORS MIND.RSTRENGTH /////// ///// /// OD Oa IXCAVATE4'X4'TRENCH '.p SYNCH. FILTER FABRIC - - - - - T* - - • AND BACKFILL OVER 8' / / / / / / / / / / / / i / / / ► • � ► 1313 o p ► OF FILTER FABRIC. TO THE WOOD STAKES //////RIX /// '/// ' A . Do 13a ''. .'e ////////i/// i $ ► aooa 3, GYP,k ///// /////�I �I / / REPLACEMENT • �, ► ' UNFROCK BA E � r ► ►s p C ro • •► ►t�. 6' MAX. LAYERS OR 8X COMMPACTION Al .4• qg iS 113111S IIS1113 OTHER APPROVED . • METHOD TO ACHIEVE •.►: % RNVE]if ► 987. COMPAC710N , ►• SECTION NOTE: _ _ //� MAX. WATER LEVEL 4" MAX. \\/ ALLOWABLE DURING • ► .. i PKKFIOtE THE PLAN CONFIGURATION ON HALL RESEMBLE LAYERAT 98% -,--A ''a '�'•'' � sas: {::•: ��� CONSTRUCTION AN ARC WiTH ENDS ORIENTED UPSLOPE BEDDING ROCK 6' B' 4'-O' MINIMUM AS REOUIRID A. 6' U.S.F. DWG. NO. 410. OR 3'x3' W001) STAKE, MI . -BURLAP - MIN 10 OZ./SY MATERIAL X12' PIPE 1ANHOLE COVER. 2' EDUAL MARKED .fir MiE' DRIVEN 12 INTO GROUND. -FILTER FABRIC -SYNTHETIC MATERIAL 3/4' DIAL BEDDING ROCK O.D UNDISTURBED SOIL OR 'STORM". MEETING STD. TESTING VTM-51,52 OR PEA ROCK WHERE ELEVATION TOP VIEW 75X FILTERING EFFICIENCY CONDITIONS REQUIRE TRENCH WIDTH NOTE: -FILTER BARRIERS SHALL BE MAINTAINED UNTIL ALL UPSLOPES HAVE BEEN PERMANENTLY 1. 3/4' CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12- SHALL BE PROVIDED. FILTER BARRIER I STABILIZED. NOTES 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WiTH ISTRUCTURAL BOTTOMS, TYPE P AND J. F.D.O.T. STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE S. F.D.O.T. STANDARD INDEX No. 201. LLOWING LOCATIONS 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FO PROVIDE APPROVED METHOD OF CONSTRUCTION. TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING TYPICAL DRAINAGE JUNCTION MANHOLE CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, 2. SHEETING WILL BE REQUIRED AS DETERMINED iN THE FIELD. OR RECEIVING WATERS. 3. NEW SURFACING (MATERIALS SHALL BE CONSISTENT WITH EXISTING A AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION AND SHALL HAVE LAPPED AND FEATHERED JOINTS (1-1/2" MIN THK) OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS. 4. COMPACTION PERCENTAGES SHOWN REFER To AAS.H.T.o. T-180. ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN AND BACKFlWNG OF EACH INLET. 6. ALL ROADWAY RESTORATION SHALL COMPLY Wi1H INDIAN RIVER STANDARDS AS FOLLOWS: C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SiTE, A FILTER BARRIER COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD 6. TRENCH WIDTH 'W' - RIPE O.D. PLUS 2'-O". STRUCTURE INDEX NO. BY THE PROJECT ENGINEER. - 2. FLOATING SILT BARRIERS SHALL. BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE CURB CUT/RAMPS No. 304• PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT ! DRAINAGE MANHOLE: STRUCT. DOT. TYPE P SURFACES ARE COMPLETE AND ALL SWAEED AREAS HAVE GRASS COVER. (PAVED AREAS) W/ SUMP BOT., AND MANHOLE TOP TYPE 8. No. 200,201 3. SOD ALL AREAS IN LIEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, TRENCH DETAIL TYPE "C" INLET No. 232 FLUMES, ETC. NOT TO BOLD 4. PROVIDE 18' MIN. WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES. . CURBING No. 300 MITERED ENDS No. 272, 273 EROSION AND SEDIMENT CONTROL DETAIL . SIDEWALKS No. 310 MAXIMUM TRENCH WIDTH Future Curb An 6" 1'-6" 1'-10" 1'-2" 2 X PIPE DEPTH + W DRAINAGE STRUCTURES: Gutter Construction I B 20' R Or As Shown On Plans I z I 1'-10"1 A C °5� s z � z - I . 1'-2" _}.._ J' Exp. Joint _ `I ti F a ... . . ^ .,. PLACE AND COMPACT > I -♦- - to 6 "Mtd* IN 6' LIFTS. . ' A B C 6» 6 � Valle Gutter Curb And Gutter 5'-0' W /// W PIPE O.D. + 24" I PLAN SECTION BS MAXIMUM WIDTH iE . .. . 1'-10" V. O z I.. * 6" l'-IO' i'-2" FI . '4 'ya "�Q 7 'Std. ° MAX. 6" Min*. jE : ^ice (L- ER . � N 3'-0" - ti `,w 4*Std. 7 m 6" Min. HAND PLACED LOWER QUADRANT TO BE SECTION AA I SELECT MATERIAL SHAPED TO RECEIVE PIPE . . . �.� 3'-8" BELL AND BARREL I SECTION CC N OTES: . .. i . 1) THE CONTRACTOR SHALL COMPLY WiTH REQUIREMENTS I . VALLEY GUTTER OF THE FLORIDA TRENCH SAFETY ACT. .i. 2) BACKFILL TO 12- MAXIMUM LAYERS OR OTHER APPROVED . METHOD TO ACHIEVE 98X COMPACTION AS ESTABLISHED 1-1/2.0 RE LOCKING I BY AA.S.H.T.O. METHOD T-180. SERVICE LATERAL CURB STOPS i .. .. METER BOX i (METER NOT SHOWN i'0 P.E. I.. = SERVICE + (UPI -PAVED AREAS) I ... LATERAL Co i W.M FLOW TRENCH DETAIL I 9 NOT TO ackvx i. .. 2' m REDUCED PRESSURE PLAN VIEW I BACKFIOW PREVENTER 2. � I WITH GATE VALVES BRASS COMPRESSION W.M. WYE BRANCH IN LINE DUAL "-'I 2' " I - I BRASS SWiTCOH INTEGRALPLANPLAN VIEW CHECK BY IRCDUS = I 3'-4' METER COUPLING 2'0 PREPUNCHED - UNION i CENTER HINGED OPENING ROUE FOR TOUCHTONE b 3/4' 5 3/4'.1 I (4j¢'xTMIN) W/STAINLESS STEEL PIN METER LID & i W.M.Z'-3 b B" i All I PROPERTY UNE METER SEER TE v i oD FINISHED ♦ . .' a (NO 3) N m .. GRADE a 2'-N I'm GRATE MODIFY WIDTHS AS - T + • � . ' REQUIRED PER PIPE • SIZING.11 It 2' 1-0(MIN) CUSTOMT . ' ELEVATION PIPING (BY OTHERS) WLEVATIONLOCATE MARKER BALL (WATER) NOTES - .. . i . 1. ALL ►IOSPfiALS, SCHOOl.4, OOLBIJJBCAL, INDUSTRIAL, AND OTHER DOUBLE CHECK < q i NOTES I s40KFLO HSi PRIDANTER DWT H I Z FEATURE AS DETFRYRIED Bf UTILITY. I : I. METERS OVER Ye MUST BE APPROVED BY IRCDUS AND INSTALLED ED L � �� Y SERVICES ARE REQI M TO *WALL O, 8' ' p 2. ALL METERS 'e2 AND SNALIER WILL BE SUPPLIED AND INSTALLED 3. APPROVED EQUALS HAVING FULL UL. CSC. NO AWWA l�F'K:A7ptS WY SUMPER FDO.T. m' ; . . BE INSTALLED Ck9Y AFTER SPECIFIC APPROVAL BY IRCDUS INDEX No. 2B5 t�F - 3. MNIMUM SIZE OF METER BOXES 1.0 SERVICE (12' X 1110; 1-1/2'f AND 4. SUPPORT BAWIM PREVEMER FROM WALL OR APPROVED PIPE .,,. ko 2-0 SERVICE (ir x 2s7. SUPPORT SrSTEM. PIPE SEAPORT SYSIp1 SHALL BE MUSS. {.�� 2<OI 4. METERS GREATER THAN 2'e SFWl BE COMPOUND METERS. REFER TO IRCWS COPPER OR D.I.P. AS APPROVED BY IRCDUL 1 - - APPROVED MANUFACTURERS PRODUCT UST. - - - a BELOW GROUND INSTALLATION RI A VAULT MAY THE . FOR APPROVAL F FUMIED GRADE OF BOTTOM OF VAULT IS AT CONSIDERED • v m ' a TRACE WIRE TO BE NSTALL® AS PER DETML M-14. - : i LEAST V-O' ABOVE THE KIM WATER LEVEL. A a LOCATE MARKER HALLS ARE 7O BE LOCATED ADJACENT TO ALL @TUNE VALVE BOXES AND a PEPTIC 2-1/2' OR GREATER SHALL BE FLANGED DUCT3.E IRON PWE i - PLACED N ALL METER BOXES wmNN 24• FROM SURFACE. _ 7. ALL MATERIALS ARE TO BE PER IRCDIS APPROVED WNUFACTURFRS' PRODUCT LOT. A�� �n T1 - - a ALL FASTENERS s+tALL BE 31e STAIS6S STEEL (OR APPRO+ED Taw.). PLAN VIEW SECTION - ! 9. N.L RPZ BACK FI,OW PRE"TIRS SHALL BE CERTI M Bf APPROVED TESTER AM APPROPRIATE . i METER BOX COMM FORM Sum TO IRCDUS. TRAFFIC BEARING ! BACKFLOW PREVENTER TYPE 'C' INLET DETAiI1 MATERIAL USED. k W L CJ Q 5. CONCRETE SHALL BE A MIN. OF 6' THICK WITHIN PUBLIC ROAD RiGHT-OF-WAYS, C4 O � U% 4 AND AT ALL LOADING AREAS, DUMPSTER PADS, ABOVE FUEL TANKS, AND OTHER AREAS DEPICTED IN THE PLANS. OTHERWISE, THE CONCRETE SHALL BE A MIN. OF o? w o F 4.5 INCHES THICK. E E o B. DO NOT CONSTRUCT W.W.F. WITHIN 5 FT. OF DETECTOR LOOPS FOR MENU `' - w o SIGN BOARDS.VO 3�v 'Z' w } F o y TYPICAL CONCRETE PAVING SECTION V) ~Q� <(L agozo 0 5 VN °jcL'°°�o'°'° N.T.S. lw-wz�jOE TYPICAL PAVING SECTIONS W��WWa�W� FTa33,�i MwMav 1 I I d Z SOD MUST BE FLUSH P. WITH SIDEWAL WIDT41 H PER PLAN TYPE 'D' CURB (SEE NOTE 8) �' CC N J0.02 FT./hT ITC CURB y ,. /��/1R ��\ _NXKX • "'I;......... �•�.. . ..e R � k (gyp Co / i - •:i.; 4" THICK CONCRETE MINIMUM. i .. • a W t� ) 0) 3.000 P.S.I. 0 28 DAYS. ry Z Q C 0 SIDEWALK NOTES: 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE I0 U) SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND to CEMENT ASSOCIATION AND IN ACCORDANCE WITH FOOT INDEX NO. 310. WI J.J 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O.C., L- Q AND SHALL BE IN ACCORDANCE W/ FOOT INDEX NO. 310. 0 2 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN ^ (, = W FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FiVE (5) PER JOB, WHICHEVER iS (V GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH Z Q SHALL BE REPORTED AT 7, 14, AND 28 DAYS. 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. ZQ CO 0) 5. SURFACE WITH LIGHT BROOM FINISH. ♦ {� J ,t 6. SOD ALL DISTURBED AREAS. V J Q� 0 0) . 7. RECESS SIDEWALK AS REQUIRED IF BRICK PAVERS CALLED FOR IN PLANS IY O 8. SIDEWALK/CURB MAY BE CONSTRUCTED AS ONE INTEGRAL POUR. PROVIDE MIN. 8"x8' THK'N EDGE 106 Z Ijj ti 9. PROVIDE REINFORCEMENT AS SPECIFIED IN PLAN SHEETS. DETAIL AND W . LL cv SIDEWALK / BIKEPATH SPECIFICATIONS J C H ti MATCH EXISTING PAVEMENT � � 5 MIN.KNESS OR COMPACTED THICKNESSUCT ( 1/2" �. W LL UNIFORM CROSS SLOPE TO MATCH D.O.T. TYPE S-1 ASPHALTIC �■ Z f_ CONCRETE SURFACE; PRIME Z = N EXISTING AND UNIFORM GRADE PARALLEL .I COAT ALL SURFACES AND EDGES TO ROADWAY TO MATCH ELEVATIONS PRIOR TO SURFACING L j, 0 co AT LIMITS OF WORK .. TRUE EDGE SAWCUT TO A STRAIGHT AND Go --REMOVE EXIST. 1- SP 9.5 (T.L 'C7 W ; C0 IN. PAVEMENT � / v Q I- 3. 1 �' SP 12.5 (T.L 'C') J � � ti j/// j/// jII /. • 0 IN I 6 COQUINA SHELL COMPACTED (n ///�� j�/////// Q TO 9896 MAX. DENSITY (AASHTO T-180) T W C�I i ° I 8- STABILIZED SUBGRADE (FBV 50) V \i\�i\�/\�/\ ° \\ (98X COMPACTION AASHTO T-180) U REMOVE EXISTING BACKFILL MATERIAL ,_W'+ / �� FILL COMPACTED TO AND GRADE UNIFORMLY TO RECEIVE 12"MIN. "^ "�`\\� 98% MAX. DENSITY THICK COQUINA BASE COMPACTED TO 100% OF MAXIMUM DRY DENSITY AASHTO T-180 I. .I EXIST PAVEMENT NEW PAVEMENT PAVEMENT AND BUTT JOINT DETAIL 6" 6" 1'-6. i _1 /Joint Sea! N I 4 -T-T.- . J/�_?[E71' Std. m 6" Min* 2'-0' , Conc. Pav t. e" 4 Exp. Joint And TYPE F .11 i Preformed Joint Filler . TYPE D 2x4 MARKER PAINTED GREEN 8' CAP SOF ROAD CROWN W ELEVATION OF ROAD i COVER g 'm 4 6 MINIMUM SL 1 4 PER Fi �EWHERE POSSIBLE DEPTH TC 'BE OR L I ELEVATION DETERMINED IN THE FIELD AS REQUIRED TO MARKER HALL TAPED I AVOiD UTILITIES (TYP) TO 6'x4' WYE CM) DOUBT CE SINGLE SERVICE TNtt.V. 8'� STANDARD Y BRANCHES TO BE LOCATED IN THE FIELD INSTA! LED) PLUG 7 DETECTION TAP WRAP WITHI z ((��YPP / 8"e a PRQPFRTY a _ - _ BENDS AS Ant REQUIRED 6*0 JOF SEWER MUN TO BE 6' DOUBLE Y COMMERCIAL ON � OF STREET UNLESS (e•x4' Y RESIDENTIAL) OTHERWISE APPROVED BY IRCDUS PLAN VIEW NOTE I 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF e' N DIAMETER. 2. MAGNETIC DETECTION TAPE SNIALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. ALL MATERL43 ARE TO BE PER MODUS APPROVED MANUFACTURERS' PRODUCT UST. 4. MARKER BIAS TO BE TAPED TO e'x4' WIT 24" BELOW FINISHED GRADE STANDARD LATERAL (SHALLOW SEWER) 11 N.T.S. C�dz U) O _I F-- QU(Jj f jjj::D 0 F---0 iCl- V) Uz (f) O Irm JOSEPH A SCHULKE FL RIG. 47048 ❑ JODAH . BI FL G.NO. 36 ❑ WI AM P. ST D NO. 7605 DA .'AhAY 1 200 SHEET 6 O ��--J.i I c�•�•y y � I I I I � I. � �� �(I I OUTSIDE SWEPT PATH sar INSIDE SWEPT PATH II 1 I Cr I I I I II I N L 7.00 ft 50.00ft MAX. STEERING ANGLE - 29.9 deg. I � I L — — — — — 25.00 ft 40.00 L.I 1 p - — _ o0 8.00 ft IQ ( I 7.00 25.00 — 18.00 ftl FIRE TRUCK feet Width : 8.00 Track :8.00 Lock to Lock Time : 6.00 --,% — r ► / / Y C.v. ATERAIEIER ' , Steering Angle : 30.00 CONST. 1' WATER SERVICE s BACKROW PREVETBER ® — — e 1 FIRE TRUCK - - BS — — — — — — \ SBS FIRE TRUCK Path length: 371.11 feet 1 LOCATION OF WATER PIPES FxIST 12' PVC WM 30.00 deg. PER AS MALTS FOR CHESSER'S ' AssocuTEs SOUTH FLEMING STREET GAP BY MOSEY Le � DATED 5-17-91 — — Steering -- —-- _ - \0 _ Angle -29.34 deg. IRC FIRE TRUCK PATH AND DETAILS SPHALT DRIVEWAY I EXISTING FIRE HYDRANT ON 12" WATER MAIN z EXISTING ASPHALT DRIVE TO SERVE AS TEMPORARY FIRE LANE %b o� a s R N I� Z w 2 U 0 U T W c� � N U N 0 rn 3 a 3 c z n 0 2 W 0 2 � 22 D a�'i - .pw �~aaZw�Fad�3 aOQpw�wwwN.pw3Wz? wa,i-. ow3pg U izz J a o 4) Q rn rn M ' Q 0 0 z �� Q =w pz F--- zw C.0 Cn m ,�{ 0) � O W Z Wti W LLN J �ti F- w v) of m z DC', W p co W ' o� J I` w f- U q3 z U)o _j F— Q U I— D U W Iy III L��-n U z U O V J Q _ Q U) zm W r Cf) W CERMCARON JOSEPH W. S ULKE FL DEG. 0 ❑ JODAH 81 FL R .14 5 IDpj sTo D FL EG. N 5 605 DATE- MAY 1 71 SHEET) OJECT N0.