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HomeMy WebLinkAbout1997 - Clearing & Grading Plans. —____ -_ . _ Y 1,� . . �'YYYYYYY \ / , . Y / `. . �, do �, y _ _- f _ . ..,... ...� \ 1 \, ` �, �/� / j .'..'..,,.' SOIL EROSION CON TRC�L y , • ,,,' �\, T III SILT FENCE (T P. TYPE / / , \: / / / f 1 / ,,.. ... .. / / / / \ \'f`�•r / / DENOTES LIMITS OF CLEARING f / ".'. / . �. I y / / y , V „•, ... A. t'.'.. .. DO NOT DIST RB / �/ �� DENOTES AREA TO BE FILLED / l y. BEYOND THIS N / , ..'.'.'.'.'.'.'.'. / / \ / / / ....'......'.. EXCEPT WHERE N //1///] /1. \ ...11 . •.\1• ' / \ / / /� , \ 1 .' �� EROSION CONTROL 16 tot / / ^ _ .. / // CONTRACTOR SHALL BE RESPONSIBLE FOR ER . \ T:tt,00! .......... \: 1. THE �. "y `_'J .'. / / NT PRACTICES FOR THE DURATION OF THE / / / ...... WITHIN BEST MANAGEMENT . \ , / / .....................,\ �/ NTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS \ � -....., ......... �` / f _� - } . I....... .. COMPLETE. U - :. ..... /. ,/ \ � . ,.... :.: ''.'�. ..'...�.'�.;;,::'r ll.w► k � // � TH CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE / ? 2 .' . ' \ / / 2. E IMMEDIATELY 'FOLLOWING FINAL GRADING AND O& O / / AREAS TO BE GRASSED / y �� �^ ' _, -. .. / / I R ROUND UTILITIES. / 11 If LIMITS OF x i COMPLETION OF ALL I.NDE G I.,:,'...:' CLEARING / LIMITS OF /. / �\ �\ ,�_ .,, ' CLE / / 3, SILT FENCES SHALL BE INSTALLED ALONG L /� / � � \ . '.. I ., .. / / / 1` �� 1^ 3f / / CONSTRUCTION. , w/ 1, , "� T O "t::," ' 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND /<�� �/ /%�\ . ..'. Li � REPAIRED IMMEDIATELY IF DAMAGED. / // 11 I , '..'. 25'OFFSET 5. ALL SIDE SLOPES OF STORMWATER :MANAGEMENT AREAS SHALL BE / / �, �\ , 4JURISDICTIONAL LINE / /r \�� - /•C / :IN ' . • • • . • UT TO �� SODDED ON COMPLETION OF FINAL GRADING. f'V f� . / /� / Al .. X r� / / / 5 \....:. �:.:... / /0/7 "✓ O ^ SOIL EROSION CONTROL �...... 1 0 / / �/ t: `� TYPE 111 SILT FENCE (TY a..'. \ Il .. "...'.'.'......' \ .. Post Position / / / / \ ^ f - I . .:.. . �� .:.. .... ... �� i Optional Post Posttloe� 5 Flow )" �' �. me /" .. .. P05t (OptlOnSr x 4� O . Principle- le 5 i , Stee .� `:'.'..... ..... 2 Mtn. Dla. Wood• ' Filter Fabric (In %I ..'.' / / Prl c p o . (Ga d 20' Toward) / Q . . .. .. LIMITS OF `.' '...'.'.'.' '.'... 33 Lbs/Ft. MMa b Max. r , :. '.. GonFormonce .r * I I / �, -� CLEARING StO. f\ .. .. `'..' '.'.... ... x DO brlG ..Z r 1 .. r'.'..'.'.';'' Sec q85 FOOT > / , ` I Filter I o � Ftlt Fa / , i I: Tr...5....... : / � I .. .. .. .. .':.'..'.'.'.'...... �y Slit Flow 7 .. . ....... .. ... .. .'.'. � _ \ O // � -_ J / \ .. .... m • .. / X �r �— :... .. \ , / (• � \ / I .'..'.:.': : .... ,► . , ,.... SECT N . r. '... 10 g :.'........�.. ELEVATION O ....• :. . . 1 .....,.• " X \ I.... _ - - . - I 'S J.' ', ',' 112 ..' '..'.':.......... price For Staked 5111 Fence (LF). O • • • • • • • • • • Note Slit Pence b For un ntroe unit e to p co t Note, e aid der the . I 86 \ I .'. 1 . I 51 LT FEN I. i 9 .'. ', ,' .': r ................. — TYPE GE I 0 . . . ::.::...:..:... — — ---- -- ---- --------- , .............. — ----- • •• 85 I -- l t.'. .. . J 111 _ - O 87 O -F -, .1- l (' 10 n •F .. ... I I. . .............. . e 1. /1 , , .. g1. 84 L.... \\ _\ � I . ,-!�­. I " I 11 s- , �• .. .. ... 7 I 83 _ _ II O .-.,.,. 89 ' O 0 l09 :;� . O .........:..... , - .. 82I 11 �, .. J J 12 s I:: '..' ..1 . I I . ................ ................... 1 . ... . I 108 ArouTIpend Ditch IlBottominlets Protection O . 1 ....: . ..... . . :.'.'. OF N TYP. } I ............................ s1 — . , ................................... -I . T P � I I O O 13 .. ........................................ .. . �^ I I ............ _ '. 91 •'• •••'• •• Do not d a manner that silt Fences will act as a dam across permanent flowing . I � � I ,• . , , . ,............ " . , Iota I and turbt r er 107 .' '.:•.•...'.'.'.', .: uplan 0 II . - . ............ . . ..'.`.'.'•'..... n les of wa�erei .' --tea »., . , .. .... :.. ... 80 - u ed a permanent bod _ 1 at d t ons dlty bar I s I - I (. . .I ........................ \ �, O used .. .. �. ,','.'.'...... T L....' .:I ILT FENGE APPLIGAITIONS .......... s 14 . . . . ................'. ...... 92 \/ .... . 106 . ,'.'.'.•,•,•:.'.•.•:.'.'.' .• : HI E TYP. •'. •... ,,, O ADO NO4 DIST B ... ,............ 79 t• • • • T IN .. .. - ::.................:. XC ................. � -r66t .,A ... . E BEYOPN S WN I ............. .............:... ILT FENCE DETAIL ,•, HER SHO '` I 15 -, . . .......... . 93 78 I I U L .. .. ..1 105 ..............,......,........ ........................ O F.D.O.T. . O .T . o . .. ..........:. ...... ......... _ .... .. . C I • • •,•,•,•;•.•.•.................. N CONTROL , • 94 ... ...... ' E — T CE -.. . ............ '�•' YP II ISI L 1 I ...............,..... \ cD I 104 .. , \ .... O .......... •. • •• 77 E` FEN {TYP.} V. �-- � •... I O . ' '. ... 6 . F l 103 . . LIMITS OF O 1 , \� .. O . .. .. ... . CLE ARING I I .� 97 ' ".' 96 95 102 99 98 O , . � - O ..,..... O lot too OI'* TES 1.J O.. ,�/ PAVEMENT NO �oO � 75 �--- — —1. --- - 18 .. _ - - - 1 STRIP CONSTRUCTION LIMITS, INCLUDING A MARGIN O ... THE PROPOSED ---1 -- ____ _.� . .. re ., ' .'.': '. •.'\ OF AT LEAST FIVE' BEYOND PAVEMENT EDGES, OF VEGETATION, ROOTS, - , ----- ,�.. . � ._j .. ► - - EXPECT AVERAGE ":. ,,r.-.. v MATERIALS. WE : i • RUBBLE AND OTHER DELETERIOUS /,. ..., .......... 1�' tT"B.''T' .� .. �' .. .... ...................'.J r 1 IN MOST I . .. I x CLEARING AND GRJBBING TO DEPTHS OF UP TO 6 TO 2 l .•. \ /, . .. .. rr,•, .. ... -1!4... ATIONS GRUBBING _ — T^'�' F THE ROADWAYS; HOWEVER AT SOME LOC r .� .... ... CLE r F......... �.�.,, _ - t!i. 74 AREAS O 1 I . 1 O .....'.'..... '.'. .."..... /:....... SEVER FEET MAY BE NECESSARY TO REMOVE . f. . ../ DEPTHS OF UP TO SE O "�..... L.tr.�_- ?r.. I _ J I I , \;, .•, - ...• , • `!/ LOCALIZED POCKETS OF ROOT MATS AND/OR LARGE STUMPS: THIS --- , I. ...":' .' AND GRUBBED , SURFACE SHOULD BE EXAMINED AND APPROVED BY STRIPPED ' " � • • '• • �� :' 1 ENGINEER BEFORE PLACEMENT OF SUBSEQUENT FILLS. ANY �.. 34 .'. '..' .. 73 THE 33 ... .j . 48 . '.. _ . / 20 O I o Q 47 0 V. o O - EXISTING COLLAPSIBLE OR LEAK PRONE UTILITIES SHOULD BE r -- (n ,'...•.... '.' \ COMPLETELY REMOVED FROM PAVEMENT AREAS. I., V� III i>: ..� Il... -S I- --1 I -':' .I. .. .. H STRIPPED SURFACE WITH A VIBRATORY ROLLER r. -I . .. -� I `. .. 2. PROOF ROLL'THE E (� .. .-: L. / i. .. THE ENGINEER ` ' � I I „ I„ „I I (p 60 WEIGHING AT LEAST: S TONS UNDER THE SUPERVISION OF E I - I 61 72 E - I I I 21 I . . I 32 35 49 I . %` . . I (� O O I 1, I I O _+ ,. .. .. O Q I I(p 46 1 TO LOCATE ANY UNFORSEEN SOFT AREAS OF UNSUITABLE SOILS, TO " _ J I _ ": \ INCREASE THE DENSITY OF THE SHALLOW VERY LOOSE TO LOOSE FINE ... . R -THE I I I I d • •...• • • • �. :.:....•. rn `,• .• .• ,•.• � SAND SOILS, AND. TO PREPARE THE EXCAVATED SURFACE FO - L ._, I 1 s •• . . . . - . : ,. 7t � ADDITION OF THE,, ` FILL SOILS. EACH PASS SHOULD OVERLAP THE 50 / PASS. BY 30% TO INSURE COMPLETE COVERAGE. IF DEEMED .. .: - PROCEEDING I 45 0 59 22 31 36 . , , . O I , I. I 62 �/ NECESSARY, IN AREAS THAT CONTINUE TO YIELD, REMOVE ALL L. O • �• / MATERIALS AS INDICATED BY ENGINEER PERSONNEL AND I.....I.1 . ., .. .. \ . I __. _ I. i !. L.� .. ,.. A' CLEAN COMPACTED SAND BACKFILL. THE PROOF DELETERIOUS I 11 I 1, I ;. I :.:' , ,_ ,: . L. ... '.'I O REPLACE WITH I-- I .II \:.• :: •:'•:•\ 70 �! - ROLLING SHOULD OCCUR AFTER STRIPPING AND BEFORE FILLING: J. . , .� . . ( �' 5 �. . 44 58 \.. l 7 _. O I. 23 30 3 O . I O O O NTINUE COMPACTIVE EFFORTS UNTIL A SOIL _DENSITY OF AT I I ,... .. . . .�.. 63 . ,� - r I O ,. MAXIMUM DRY DENSITY (ASTM D ., 5% OF THE MODIFIED PROCTOR - - ... . _ .�._ _ TRIPPED SURFACE, 3 CO ... . , , EAST 9 ,. I I. .. ... - % .. 69 1557) IS ACHIEVED TO A DEPTH OF 12" BELOW THE S /.. ... , .' '.'..'. . .. - THE FIVE FEET' MARGIN. DEPENDING ON WEATHER .— ". / .. .. ..... INCLUDING , I 43 < . 52 .. ..... F WATER I 11 (- . .... 38 O_ 57 .. CLUDION OR OTHER FACTORS, THE ADDITION OR DRAINAGE O" O I'- I I : .... ". 29 O !' .. COND S PASSES _ , 4..... ... .. '.' . .... .. • 64 • • COMPACTIVE EFFORTS ADDITIONAL :1 A I I ... ..... . .. . 1 TION MAY BE NECESSARY I �+. I. .,.,. ..... THE , . I . ' • • - REQUIREMENTS ARE NOT ACHIEVED BY .. . • • • • • • • • • MINIMUM DENSITY REQ IRE • E ESSARY TO -AID �-\ C. / / �• r.. ........ . .. PROOF -ROLLING. - LL . REQUIRED PROOF RO R EREXCAVATION A I 11 - I 1 :..., ..... C >r �, 68 O HESE U N I- = J.. .-... ..f �., ,� 56 ESS THAN 5% . • a .. • • • ... 8 �..� �' O :..' . T SUBGRADE LEVEL USING CLEAN SANDS WITH L '. 2 39 - . 53 � 4. .FILL O /. / , - ,I�. _,I' I 1 _: A-- .'.'.•,' '25' .:•:.' �.-!-:✓ � O 42 , Z"; O 65 - \. / SOIL EROS N CONTROL PASSING THE NO. 200 SIEVE. STRUCTURAL FILL SHOULD \. ., ( (; �.... '-SOIL EROSION CONTROL /. f LIMITS OF SOIL FINES PASS THE \% .' "' ,I1 •• ••••• • TYPE III SILT FENCE (T ) PING \ TYPE 111 SI T ENCE (TYP.) BE FREE OF ANY ORGANICS` OR OTHER DELETERIOUS MATERIAL. \ -„ - _ CLEA \ + I SHOULD BE PLACED IN UNIFORM 1 2' LOOSE LIFTS AND COMPACTED \ --� I ( ..... .... .. / 67 . ':: FILL AXIMUM DRY DENSITY ASTM D 1 557). T-,. D NOTE_ AREA . PROCTOR M { O . .. MODIFIED J_ / 55 \�/ 1 ) F 54 66 1 I I :...: :. ; ' 27 9 TO BE LLED • I 40 41 O �...i TO 957' OF 1 rJ f \ ,..... .. - I I � I , �\ \ � � . ... ... '..' .-: ,... — 0 _ _ _ _. . .... ..... ..... � T M1 DW ..... .:...... ... X 743S R ...... ..... ...... i' .X �'� x— 9 I C \ x—x---x--�x—x_-i_X• -\ �� _ l x - . _ .. - -- - _ - DRAWN A. I'll 11 11 8 • r 11 -Gradingorlt Plans 11 I .1 .nd E�.rthw. I ''I I 11 .��.::: - _ - � .. _ .� _ _ .,_ -. _ : -. - _ - ... - - - � - � P�r.�n -'Tule to oh documents which bear Ihs copyright _.. - p- - - _ - - - .. _ _ _ C/�.v / of Moetener uole.. Ina Is veelee solely In DESIGNED U.A. -_ - _ - _ • _ Mosteler d: Molar, Inc. These documents ore - _ - _ - - .. . - - - INC.Prelimi � � � ■ ■ � provided d� o the owner sdety M connection with - MASTELLER & MO LER, 111d,I' �1 1111 C� Development j doc a eR n other use a reuse th.e. CHECKED S.E.M. . - - other disposition or any f thea reproduction. entry. sols. yo _ "t r other dtepoailien of these documents by anyone - - ,.. ro .. Is expressly prohibited without consent of DATE 12/97 . - - - - ry N G I N E E I S " - 1 L • • • Marlene. dr Motor, Inc.pursuant to the Federal 2 5/t 1913 I:E'v. ,5 -rot -M w,4rer_ vc-s 1 �� RA /� c -tri M CON __ U L. TI N G E CoP><l,hf SCALE i "-100' BA SEM U ��111Qr1 _/1\ 3/11/98 REV. PERCITY OF SEBASTIAN / Collier DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite 82 " 6767 N. Wickham Rd, Suite 400 SHEET Irj of 21 NO. DATE DE Melbourne, Florida 32940 Florida ©1998, MASTELLER & MOLER, INC. STEPHEN E. M 0 LE R , P . E . , F L 3 31 9 3 DWO NO 9743 Sebastian, Florida -32958 Sebas-tian Ph. (561) 589-4800 Ph. (407) 255-1175 ( Indian River Count R E �/ I S I 0 N S Fox (561) 589-2742 Fax 407) 253-4439 Y , -r _ —__- - _ _ _ _ - - _ . __ -- --- - - - - - - - - - .--.--- - _. .. _r. - - -- -- --- - _ _ .�:,� : -.•••- `. 'I'dr i. r ..- > •err N w - ° f i/' + ' -_. --._ - - - moist - 11 �.. _ - rr ii. s�-r,.,r, ?, -- 4! ..:.• - . - -- _ —__ _ _ - - -- _ _ _ � . _ � �.. • . �.„�„� �, .,,ate,., u. - b - � �.� � � �,A,r,.a• -