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Home My Public Portal AboutBATTERY DR_ASFAULT 1,O p '� f CITY OF TYBEE ISLAND BUILDING PERMIT INSPECTION OF BASE REQUIRED PRIOR TO INSTALLATION OF ASPHALT. CALL JOE WILSON9 DIRECTOR OF PUBLIC WORKS, AT (912) 658-8302 DATE ISSUED: 05-7-2013 PERMIT#: 130288 WORK DESCRIPTION 2 INCHES ASPHALT-BATTERY DR WORK LOCATION BATTERY DRIVE OWNER NAME TIGER CREEK,LLC. ADDRESS 1235 F AVE CITY,ST,ZIP WEST COLUMBIA SC 29169-6130 PHONE NUMBER CONTRACTOR NAME COPPER CONSTRUCTION CO INC ADDRESS 410 MCINTOSH ST CITY STATE ZIP VIDALIA GA 30474 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $678.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $51,000.00 TOTAL BALANCE DUE: $678.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: 14 4 14 i w4.4 P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Thursday, May 30, 2013 10:27 AM To: Joe Wilson Cc: Dianne Otto; Downer K Davis Subject: Re: Field Density Report- Ocean Inlet Court (o -(L4 -(3 3 t.r' Jfle- GJ ; l�ah "Gentlemen, start your engines." I'm good. Thanks. Work .s C ooh�'e- -'. , • Downer Q �--oved , el 0 �e- ` . P o44-0 Sent from my iPhone On May 30, 2013, at 10:06, Joe Wilson <jwilson @cityoftybee.org> wrote: > I apologize. They did 1 coring and after grading they had 7 inches as a base. > Original Message > From: Downer Davis [mailto:dkdbus @gmail.com] > Sent:Thursday, May 30, 2013 8:18 AM >To: Joe Wilson > Cc: Dianne Otto; Downer K Davis > Subject: Re: FW: Field Density Report- Ocean Inlet Court > I agree with Joe that this is sufficient compaction for testing. >The thickness of the base has still not been verified as I previously > recommended. However, if Joe and Carroll & Carroll both feel > comfortable enough with going forward, I do not object to no further >testing occurring prior to the placement of asphalt. > Downer 912 695-7262 > On Thu, May 30, 2013 at 7:12 AM, Joe Wilson <jwilson @cityoftybee.org>wrote: » I feel this is sufficient compaction for paving. >> From: Jason Holley [mailto:JasonH @cacasphalt.com] >> Sent: Wednesday, May 29, 2013 4:43 PM >> To: Andy Page; Joe Wilson >> Subject: Fwd: Field Density Report- Ocean Inlet Court >>Jason Holley 1 WHITAKER LABORATORY, INC. FIELD DENSITY REPORT 2500 Tremont Road-Savannah,GA-31405 Phone(912)234-0696-Fax(912)233-5061 *See note below for important information Report#: 05/29/13-152 Date of Test(s): 5/24/2013 Client: Carroll&Carroll, Inc. Test Performed by: Greg Winbush Project: Ocean Inlet Court Tybee Island, GA Test Methods Used (underline all that apply) ASTM-D-698,ASTM-D-1557, ASTM-D-4959,ASTM-D-2216,ASTM-D-1556,ASTM-D-6938 Test % % Wet Dry % % Pass Base Elevation Number Moisture Optimum Density Density Proctor Compaction Required or Thickness of Test Moisture , (PCF) (PCF) _ (PCF) Compaction Fall (Inches) (feet) 1 6.1 I 6.0 I 139.5 I 131.5 I 131.5 I 100.0 I 100.0 I Pass I 7.60 I Test Location: Entrance Road, Inbound Lane,Lot 18, Stone Base 2 5.9 I 6.0 I 139.4 I 131.6 1 131.5 1 100.1 I 100.0 I Pass I 6.90 I Test Location: Entrance Road, Outbound Lane, Lot 9, Stone Base 3 6.0 I 6.0 I 139.5 I 131.6 1 131.5 I 100.1 I 100.0 I Pass I 8.40 I Test Location: Entrance Road, Inbound Lane, Lot 3, Stone Base I I I I I I I I I I I I I I I I I I — I I I I I I I I I I I I I I I I I Remarks: *This limited site inspection only reflects the condition of the materials at the depth and location tested.This inspection does not construe that the slab, footings or pavement have been properly designed so as to carry the applied load. This report also does not provide an evaluation with respect to pavement section thickness, foundation selection, bearing quality and potential settlement. The above test results are not to be considered as a substitute for a site specific geotechnical investigation.A site specific geotechnical investigation with SPT or CPT data provides information on underlying deeper soil characteristics where recommendations can be provided to aid in the design process, Failure to conduct a site specific geotechnical investigation may affect the performance of the structure or pavement. By accepting this report, you acknowledge the potential consequences and liability if a site specific geotechnical investigation has not been conducted. If it is your desire to obtain site specific recommendations for foundation design and pavement construction or if you have questions about the above statements, you must promptly notify us in writing and stop work until the geotechnical investigation has been completed or your questions have been answered. cc: Carroll&Carroll,Inc. WHITAKER LABORATORY, INC. jasonhai cacasphalt.com j.\ V.1;11.1.sr fry ,Z(0-44 f-• 0\- Joseph F.Whitaker, P.E. 13- EY _._ City of Tybee Island, Georgia *`' 912-472-5033 or 912-472-5031 -Fax 912-786-9539 • !/ APPLICATION FOR BUILDING PERMIT ,, 46,...ir.7 Property Address: �C.% AO 7,,,..6 C�:v^l.S t .',C\ 4/-60 V &7Z -d 33 Name Mailing Address Telephone Home:94-53 i-Iv PO Owner :Tr ( � k. 't° /'>'lt y�-14u h 5t— Y&Jut Cie■ Cell: 411-5,n- /u-18 Architect or Engineer h1 ktivske I SG..0 559 P.U. I q(0/-0 (.:0)11/naki 69, 3 ty of Office:1!2-5 1-(04/26-% Contractor (.oppt( Ct,,r1`YRL(tt,X' y,a Acsnip,h 51• W I4.fii far, -5'oil 71( Cell: q7i -5i g-104 (Check all that apply) ❑ Single Family ❑ Discovery/Tearout ❑ Demolition of Structure ❑ Duplex ❑ Footprint Changes- ❑ Other ❑ Multi-Family units new,square feet ❑ Commercial units heated/cooled Ivi S � Details of Project: u ti' '� '�Vltt--1- t��k V o VSO i.0111(1�e Lv Estimated Cost of Construction:$ 57 oC D (materials+labor+profit/overhead) If applicable, attach a copy of the certified elevation certificate and/or survey of the property. Depending upon the scope of the work,two sets of construction drawings and/or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y / N *Buildings older than 50 years maybe eligible to be listed on the State/National Register. With this designation,you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. *Also see the Tybee Island Land Development Code Article 14: Historic Preservation Durinn construction: On-bite restroonl facilities will be provided through (oRiti . Construction debris will be disposed by col -c Gkrul 0,.5 Lp i&.i4 (`p'by means of 4.ru.cdtS . I understand that I must comply with zoning,flood damage control,building,fire,shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. 1 accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted ons,J tion. / Date: 513113 Signature of Applicant: �� / FEES / 6-7)Printed Name An 4 Permit Inspections Note: A permit normally takes 7 to 10 days to process Cap Cost Rec Water Tap Sewr Approvals: OW Date Manager �1.�dro 5'1-( 3 Building Official Water/Sewer-p..r A eo . R . se -/SS 5'�° CO eS g . Storm/Drainage - �1 City Manager P45-e-,6 al TOTAL o �a ''r, L 1-44 o,-, 0-Cr �h 4r as4.r u c` '- tt K...041 bast. . .1 o 04-e -p 12s-0 4 $ S` .er add:+:of,c.1 �3 ft o00 i 10�.s 4-o 'er-. :-\r• LEAD-BASED PAINT RRP RULES, Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre-1978 housing and child-occupied facilities must, before beginning work, provide owners,tenants,and child-care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right:Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010,federal law will require you to be certified and to use lead-safe work practices. Georgia Environmental Protection Division Lead-Based Paint and Asbestos Program (404)363-7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead-based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. *** * ***************** Asbestos/Environmental Notification to Georgia EPD for Proiects Involving Demolition.Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos&Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. *** ************** *** * BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http://www.gaswcc.org/docs/field_ma nual_4ed.pdf. Problems with the Co is not limited to the installation, but to material. The stone will be a representation of 1.5'-3.5'stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing,Type C or A. Signature for receipt of Lead Paint, Asbestos, and BMP notices. Date Printed Name Dianne Otto From: Joe Wilson Sent: Tuesday, May 07, 2013 7:11 AM To: 'Downer Davis'; Dianne Otto Subject: RE: FW: Battery Drive-Andy Page I conur From: Downer Davis [mailto:dkdbus@agmail.com] Sent: Monday, May 06, 2013 8:57 PM To: Dianne Otto Cc: Joe Wilson Subject: Re: FW: Battery Drive -Andy Page I concur with Joe Wilson. Hunter Saussey's design of 1-12" asphalt wearing surface met code and was the usual design. The new Owner of this Development's desire to install 2" asphalt wearing surface shows an understanding of cost benefit's of thicker asphalt due to reduced maintenance. I offer this one caution. The material properties, bearing capacity and thickness of the existing base be verified as meeting City Code prior to the asphalt being placed. Downer 912 695-7262 On Mon, May 6, 2013 at 5:16 PM, Dianne Otto <Dotto@cityoftybee.org> wrote: Downer— See emails below. Do you have any input on the proposal to pave Battery Drive? Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Joe Wilson Sent: Monday, May 06, 2013 3:27 PM To: Dianne Otto Cc: Jerris Bryant Subject: RE: Battery Drive - Andy Page 1 From what I understand Hunter Sauss: ,plan called for 1 IA inches. Andy want do 2 inches which is a lot better. From: Dianne Otto Sent: Monday, May 06, 2013 3:23 PM To: Joe Wilson Cc: Jerris Bryant Subject: Battery Drive - Andy Page Joe, Andy Page want a permit to pave the road out at Battery Drive. Attached is the application which says, "asphalt 2- inches thick type F over compacted white stone." I have the Hunter Saussy as-builts from when the road was originally installed. Andy Page wants me to make copies of the pages I need out of Saussy's set to use as the plans with this application for paving the road. Would you please come look at the Saussy plans and see if any of the pages show what Andy is doing? Thank you, Dianne K. Otto, CFM City of Tybee Island Planning &Zoning Manager phone 912.472.5031 fax 912.786.9539 From: oceprinter @oce.com [mailto:ocei rinter @oce.com] Sent: Monday, May 06, 2013 3:51 PM To: Dianne Otto Subject: Scan from Economic Development This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City 2 , ...., -.,:4„.„...„ . - . . . . , . • .. . • , ... . _ . . . . .• . •. • ............ ' _ _ . . - . . .. • ' . 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L15 N5619521- 179.45 L32 N7856'03"W 85.59' , - " GRAPHIC SCALE , C/7 100.00' 10,30' 10.30' N53'22371' 05'5415' L76 S5025'30"W 256.94' L33 N89'0228"W 90.701 ' C18 110.00' 73.68' 72.31' 5163812"E 382244" 1 FLOOD NOTE: L17 N50'2 5:30"E MO' I-34. N 79'5023W 124.00 619 8acto' - 6.19' 6.16' 5005934"E ' 07'05'28" . - 60 30 0 60 C20 55.24' 91.68 81.51' NO8'581 7"W 95'05'18" THIS PROPERTY APPEARS TO BE LOCATED IN FLOOD ZONE bV9'. ' . C21 1777.66' 95.11' 95.10 5667 5 3"W 03'03'56" A SPECIAL FLOOD HAZARD AREA PER F.E.M.A. FLOOD Mii5d3il . . • CV /777 66' '671.42' 66Z 44' • 578'.36'24"W 21'.3826" I • INSURANCE RATE MAP. BASE FLOOD ELEVATIPN 16.0' M.S.L. I" = 60' - sa COMMUNITY MAP 135164 PANEL 1-C C I , - . . MAP REVISED: 6/17/1986. • • • L 411=N1---11r- L ? of 14 . - . . . , . . I L• • • • . . ,i . , . . • • . . . SAVANNAH SAVANNAH: IVES . . . ,•/:\ \ RIVER �X � , M1r •- , ..„ „,„,11•. • • . 0. toAR'S'VS 4F SAV ► N{A i RIV R �' p ` $0= �` <.0 . DOCK , -,.,' „..,,t,..',':•,,,.....,,,, ....„, .,.: ! �,. r: :A 1 — X LU... - 1 .., • .... . . 3 L L33 3'3 <2 . I~ o� L ?�. .,......, L. �, eta.., .,,,„, -- - w.w �- !;. --------T , : _ . . \ ..,„) , ..,.:: ! 3 ' L.A. 1. 9 1.s;:(/?• V 2p . ‘0.. -5-0, 4'''''`'.".4".'l s PHA 1 t t , ■ i -- \ 7. , . c , 0 -4.Z .L.....„....72.5. •--- • ----- ,,,..,.. • ■ III4.:4,- :: ,,,-:-.•, ,!::- to 0, • 1 ***"*".....6...T.'-'-' -,-,... .. •-L.24- • . . • I C?� '°`"'� » t C� cn-cry• •• GUSTIN l � _ , RIW ' O _ -- — _ _ _ _ _ id �jRAIINAGE AND UTILITY EASEMENT _ _ _ _ _ _ ;�.-- ' "` ' " CO ' ETE ` L — C �� t r Co IS WADE C:R l 1! — t•4I'. _ CURB TAPERED Y` ;='.� ; . - 1\• �, I ► i t CURB. Ti R cv ,,, / '6.1/-C' \ [ ! 6" GRAD D AGGREGATE BA EI COURSE �111- _ L 5 �"' _\ c : 4 ,— - _ _ "--• ,�„ 0 e� SR \ WITH 2 ' LIMESTONE SURFA E COURSE _ C_ __ _ _ . _ -. _ _._. _� _ _ _. _ _ _____ • _— _ ___. — ___- _. _ _ _._ 7.---— �� 9 —.t_ r rL 13- w O "--1/9,--, l'1. X., o pa q� • r= ..--• R/W 10' DRAINAGE AND UTILITY EASEMENT I 1 R lW C.A. �i... 6-,, - �! _ _ _ - - .:,, R./W _ _ _ -.:K ..•- I I8 "W CONE ETE. ..,:: . • • F . ERE �_ . �" �� -� 3 -- 1 [ •[ 1 [ ..D RAIdAGE• s 6. - .f C U • ciAP ► I I n A`' UTILITY'` a , I I 4 I �3 [ �2 2I i � $: � ,� _ • DE CONCREI; ....:. I EASEMENT _a l E I i. WWI d?/ - ' - in f UR B (TAPERED I I C51-1 1_ • • — — [T GE NT• i L 4 15 Y AND AI .... N--/..'4, . ,, , . . .... . .... N DRAINAGE EASEMENT • ...T JO r_ _. .... • . .-IN± 4200' TO LAZARETTO R/ W S 85°54' 00" E ` 1347. 10' R!W C 23 l{�� ' CREEK REEK AMENITIES ` : t ; 3 WIDE CONCRETE FENCE SWALE P,.LIFT STATION BUILDINGS CITY OF T.YBEE ISLAND ( N I C} ='t• SITE 15' TRAIL R-/W ti•1 I f ti L: 11 s. E 11 I .: f It f;_ , , . U HIGHWAY 8.0 2071 R / W _ I j: n� . • . PLAN � ° ,, • ate • I 'i F:. L• SEE RECORDED SUBDIVISION PLAT FOR BOUNDARY, . LOTS AND R•/W DATA. • • l� ' i'5,::: f•. 2. THE OFFSETS SHOWN AT LOTS 7, IO, I3, 23 AND 24� w TO ACCOMMODATE SAVING OF ADJACENT TREES. ' .... . • r3 p.-1,--.: .w® �! -'• - 0 - Lt! _ co 1,;t : >- 3 r Y• 0 . .. w'b+ r 1,:-''. D-V) u' h .:• • +v.? 1 } ' 0 , . -'..''.'I t. i r :{ll 1. SURVEYED BY= A a C PROFESSIONAL SURVEYING, INC_ - o ° . • N ° ", —)P 0 BOX 2326 o cn RINCON, GEORGIA 31326 �, _ �, a s :::•`,'i-'i.-:::;: • FIELD 2-27- 2006 ,.. • PLAT 3 -01 -2006 : ,s . n'' •. ., - . 1 :: illy C',..)C',..)-i1.j t<, • —_.__ As ... GRAPHIC SCALE .. . ... . , ._,.. • Bui 600 . 0. 60 .: • stye - , • , : . . :-• C 2 . . . ,, . . .. . ..:-. . . , I . . z .,.:.:'..'.t,::. • • . •• ^•••• • ••••••• • --.•-••••••• • ,•••••- •■....... •...••- • •-• -•• , ,.. ,... . ... . . ._ . . . .. • - Iv; . ' .. • . . •• . ' ....., . .. .. . . : •-1 • ;,•; „ . „ .. - • . i) ilt • . . . ,.? • _ .. . • LEGEND I :I • , . SAVANNAH RIVER .. N • ,, , , • . aul • • . . OUTLET STRUCTURE IIF-4 • . :.,....' ...-:,,'.'. . . x tgii c? 7i • . . . . . . .e.,,: lite)18.(02 cs1113 c4173 115c ..,,,".. • . • PAVED SWALE :•:.-1,-.-•.::: ;;::?:...:.::: ' illi , . • • - la il. flol d 44ti .-- --- •. • • GRATE INLET as ...- . .. 6• STORM DRAIN 4107114101111FalliS D............. • ...-- , e ,,,• - 1-- . 1 . • / -arsi- . .....-- ---- . . ' . 6 SOCK UNDERDRAIN aiIMMAIIIIMONI 0 1111.0■01161100111111111 , „ ..1: . •• , , , '•• I - .• -- • -J , TIME. ..'::','......=.N.'''' . 77i.0 1.1- E •; ' . •1 i • . • • • > X i , ...- ! 1 „ . . - • . 7. • •'' .41k414( . VIVA( RVARVE . CONTOUR ,e--.....7.....-0/1 . . >01 . . - / / •-•-• -,.. . • •• , / , / f C) 0 'a 0 V '• . . , / RI P RAP ''°,180 .r., .. , 1 ra \ . ' . . ., Gol,/ I , .1 0). . a 0•:' - „. . . . . MONOLITHIC CURB i4. rf• Isil-if , . •_ T.,. MARSHES. OF . . I ..• . . . 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I " = I' • c; N ..... - - 5 6 1..-: co cd - ci) ai • = -1 - 6 . 5 _ 4+00 . - 3 +00 — 2+00 1)+00- — 0+00 ----- ( -1 +00) ---( -2 +00) .. ....., .. -:.:.':* 4 of 1 4 , F, _________ I 11 it oo 0+00 (-H-00) (-2+00) (- ~00) ( -41-00) (-5 +00) (-6 +00) (-7+00 5+00 . . . ... . .„_. ... ., .... _•______.............. ....___L._ . .. . .. .._ , .,..............„..... ........... ...... ... .. .. .. , „ _ . i , . . -.0== =2:=. -,========... --- -----...------------------ - .. - . . - . . . ,.,...,...; • • - . • v[ ' 1,/4"R. " T.C. TRANSITION CURB HEIGHT FROM 6"TO 2 I/2" CQLORS .11 ` 5 BATTER 1" IN fi" IN 10 BAC,r ROUND — RED ,r,,; ' ' i LETTERING -- WHITE C ► �. TRANSITION CURB WIDTH FROM 6"TO. I2" t �. . BORDING -- WHITE : I i • I fiQ- • T P. I N 10 �` CONC..ON C.. 30" h � �• • A E { PER FT. !8" CURB A 1/2" EXP JOINT ' 1/4 RADIUS : TAPERED CURB: t :uii' � ;,,,■SLOP GUTTER , .Z a c,- �'a 0•• Ll ° t : to ..,..,.,.w.�- _._ - p : a • •o "` _ , . a. � �. d ._ ; rte:: z• s • u f ? ' CJ �W ,. ", .. • 1 _6 q 8 , . ! fig -w -- P; METAL POST • n (TYP.} 2 ' NORMAL GUTTER ' d 4 3 1 •/8 . . { I li(I ' I •►,.CRETE T.C. " " o •I lili4 w , 3 4 • 5 1 4 R. VOID _ • • BATTER 1" IN 6" I ! IIf1 'I �. v : TAPERED CURB TRANSITION DETAIL. LlJ `' • r ,. r cb.. 11'—oi .1 :t�. M � •c T.P. ,�'� A N T S :4 x_y„a- :; .�.: F ST `' } �c-y cu►S ” METAL PO ' `D SLOPE 1 4 PER FT. ° SECTION �_ © . 4. a• - • - �-- NOTES: cn 'n ° ' a • a �' 1. METAL POSTS TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS ,:. N. :.� • . - • �- . • t - TRanrs#tiON AND SCREWS MUST BE RUSTPROOF. SIGNS SHALL HAVE 3 f 4" ; • PRE—DRILLED HOLES FOR ALIGNMENT WITH HOLES IN METAL POST. 1'-0" 6" QH©M GUTTER$ MOUNT WITH 3/16 'x2 1/4"/4" BOLTS, TOP AND BOTTOM OF SIGN.• 1�_fi" TO DE ROUNDED .• 2. CONCRETE FOR FOOTING SHALL BE OF PORTLAND CEMENT AND { — �` - --.�., HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi.• • •PITCHED GUTTER APPLIED F LED ASHEET ' • SIGNS WILL BE A$RICATED BY USING A REFLECTING BOATING _ w' • ,„: ;4. IN THE SYMBOL, MESSAGE, AND BORDERS TO �. _. _3.,x j !t _ �__._._.___ _z. ALUMINUM BACKING (.080E) IN THICKNESS. :77, ; .�u. { 3- moo' °/� /� Q p'� ®�y /� { �~ _ ,t: • (. J ll� �f-'►R� ��? lrU1t© AND GUTTER ra` ;. 4. SIGN LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND MAY 7 i v I rJ: k 3; • N T S ADJUSTED TO MEET FIELD CONDITIONS PROVIDED : .pip ' �'` ,,,,0 • • : 'a O.VIDED ADJUSTMENTS ;� ,`;: :,q¢.y SAWED CONTRACTION JOINTS AT !o INTERVALS MAX. `: 4' ARE DIRECTED OR APPROVED BY THE CONTRACTING OFFICER. ' �” f ��hJE !12 EXPANSION JOINTS AT ALL RADIUS POINTS AND 5. ALL SIGNS SHALL BE FABRICATED AND. ERECTED IN ACCORDANCE ..~ too' INTERVALS:MAX. . WITH THE PLAN D TAILS, THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE AND THE SPECIFICATIONS. . • A GUTTER T s s. . : � ND �U ER� � RA�SIT� ON �ETA1= • . .. . WILL, IF REQUESTED BY THE CONTRACTING : .__. N... T . THE O FICEOR,TREMOVE ANY EXISTING SIGNS THAT ARE DUPLICATED OR•• S'' fi 1 1/2" RADIUS AT THAT ARE CONTRARY TO THE PLANS. NO SEPARATE, PAYMENT WILL ._t TOP. BE MADE. f 7. REFLECTORIZED PAINT SHALL BE USED ON ALL ROADWAY MARKINGS, •' # o , s f l"i It - 4 . - :RI • • 'i PAVEMENT �, _ NT NAGE D TAILS { =o' d$ p _ NOT TO SCALE 6 12 . • F6 Q I'- TAPERED CONCRETE N : R. o • •N T S , cJ • • • _ : :• 1/2" RADIUS AT TOP : ; :L • R :124' i Q . I • , • 'Ill'illi4111114111hh, : .. ' 1 ." ' ' Z ' a .. • , -:- i : • ,•• . , . .... . . . . ,. C� 0, . •,, , :: •••,..:: . . , • . • • • . . :,.. ... : _. _ . . • .• •i 4 • - 1. . . 9 4 J E W m J ,, • VOID , . : . . • . . . •• • . . . ,. .. :, •• ... • MONOLITHIC CURES E°" � � w : c.::, , tr‘ •- o_ 3s -f Z �- . :_... •• p z Q • i _ . 5 • [a j .;C) < • :0• : . 1 • . . r': . o -c G VI 6 N o '_ o.. o '' `: -u ,:.,.„..,, , :; ..f . . __... ., • . As . 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D 0 _Z.GRADE P I- GRADE D H GRADE , 0 !GRADE -.31`ki Pc=:‘ ' ' 0 ill . , 7 . . • ....... . 0 , . . . . . . • , . • . •-• ,. • ,,,,- - - . , • . , • 5.• . , .. .T . :: , • • • . ,, . - . • • 6 6 6 6 . „ 6 • 6 • • _ • - 1,08LF 12" 6" UNDERDRAIN • . . r ... _i'. :. 0" UNDERDRAIN 6 .29.LF 12"filDgE ' '' l' •.:. 6" UN DERDRAIN BS LF 12" 's 6" UNDERDRA1N HIP:R_E 6 ! . . PIPE 0 0.4B% I i ! 1710,K. - 5 it,Re PIPE ',f . „ , . gic Ript 0 oite..% ••.,: 7olog:'-PIPE 5 • . . ! 5 5 5 5 . • .. v 5 i v. 11-- .. 1 i'... • V 24 LF 12tt ,..:, , , - • , , 24 LF 12"HyDRE . 24 LF 12":605tE ,.., :.•.. To- ZG. oo'"-2 _ ... :. • PIPE 0 0 FIN v ..„------' PIPE 0 0.7i% , • It ce) ii ii • .. 0 &) (4 >''' .'• , •• .,": :•:,.: I E - „.• 1 „„gi :: ' . , . I E ...- 4,53 I- • "..:.• 1E E 4,47 • ° to . . 4 4 ,,I• ' 4,6'.0 LI 4 4 ..;: :•.' 4 4 . 4 4 . - , . 4:30 •*--. - .. .. , _ i., .... .:Y, . . '-* •" .... •N• . X. i E . IE • , - 1E 7'..N... tE • I E i',-,.. IE EXISTING GRADE FINISHED GRADE ••,... 0 < r-,, --... :1.: \ 3.50 ,..!'.!: .,..,; ;..'• - \ 1E 350' --- -,-' !I =," , !!!! :.!-- , ,i E. . 3.50 -•-: • ; 4.00• 35o .;:.i : 3,..95 __... _ • 4.07 ... : , • •.• E 4..15 . ••• ...., , .. . ilw.,. ._._ _ 5 UNLESS NOTED •Th '5 ' \ • ' :, .. , • '.:.! *. •,,- 3 ! i . .....4 4.01.. .. 3 3 , ': •••• 4.01 3 ,- 3 .• • . " ......... • 3 3 :i.......4 . 3 \ I I .*" --:,.• . ,.; .• •• , • \8t1::,\•\ , ',, . • . . • . ■ • . ' ' • . ' ; . , '• . , , . .'•::':•:.::.: :-:::,T:-„,,, .. . : . . • . . . • II VnBOTTOM SWALE ,t,!: ' , .1:,.. _ \-,i !;• f ... , • . • . . . 2 2 2 4"i!!7.•:,',•‘''."-:,'`' 2 , • 2 2 , 2 2 •• - - i• kii.i. i,:,-,,-,i.!:= .: tly, ',,..-, ..::.:,;.•-• • I• . . ,. . • t TYPICAL SWALE SECTION aiarim._,DRAINAGE :PROFILES . . • ,A, -, ••,,,,,-i :.,-, .._ •••,, . Sc A LE: H OR IZ. I.-" = ' 60' . . . . N T S •• !!' -`\\1/4•5 :--!•':',-.5!,;' : '',::::•. •• i ,- ! ‘ - • '4.::.i1;•••`, \ 'N''':'\-•.!-!!•,•••,,"" VERT. I = I . `,,?:;A::::-,2`,•:,.;: sz,• . . • ,-: . . . . - :. • . . . , ...:. : :. ? 1 . . ? . ,„ NEENAH FOUNDRY CO. _ • FRAME AND GRATE CAT. NO. R 3506 A2 B a•-i • CONCRETE FOOTING • , . . , La TYPE "C" GRATE . 5 : I =' ' • ,. ; 7" THICK , 4000 PSI ,_ _ _ _ 1_ _ _ , OR EQUIVALENT c w , 5 , CONCRETE PAVEMENT I . . o tr . 1 co . 3.-, ! • . - ' 12" 3.-(3,1 12" . THICK CONCRETE o.. • t I : 811 . c\I . 'c . 4'-0" I 80. I 0 CO i : . ■.. ' ' • i . A . - 6X6X 6/ WWF - „IUMigillilni.fliji26111. A i . , ...- - . GROUT -'•.c. --- ' - . r. u_ . , _ . . . ••• •. •--. , _ ... L...... . II-4" I ...9 I . . 1 • • _ - -. . •_ . .. • . • ..... N 6FiliCREPIPE, ' , b 4 LF 18" PIPE 1, R it' . ID L.; ›.. 03 }-- ' - I _ _ _ r_. _ ..... _ ___ ..1.__, „..._ -ro - . . • -..t. ....... 1 (.) .4 , ,i,• ',' .,.. .• • :. : „....: 1 ink -•- _... • :..01- • -.. -• ., 16- • .- . PRECAST ' 12" TIDEFLEX . , II - 8 _.:‘,811....: • CONCRETE ' -.Iv 8 4a0N- .,,!,:•,...-,!;._,"! : • - '. ' CHECK VALVE ', t 18" FLARED END 4.! 2 : .• -.. ... . 1 : 61.1 DIA . • - Is.' . cn w . SERIES 35,, j . - i . -CO SECTION SECTION A- A a . ti 0) 0 .:;;. . o. , WITH 3/8' , 1! , I - -c , . Ei , STAINLESS • ,,,,--- - - - -• -,-- - - --• !-!:!: -J . u) (!), c\1 I . . . < > .4* STEE•L'ANGHOR . t- --' !--"-- STONE RIP-RAP WITH • • c .o , - - , 12"HDPE PIPE • , . : 6 0 8" oC MAX.! BOLTS B :41-- FILTER FABRIC UNDERLAYMENT • . ., - - , • ovol''. EACH WAY,HORIZ, ! . . • , 14: ,_ _______----.--r.7.".---T"."77"- • • - ' 6 AND VERT. ALL ' i • . . . SEE GRADING , PAVING AND DRAINAGE PLAN . , .. .-- . . SIDES PLAN . . ..,. . 7" THICK CONCRETE 6X6X 6/6 WWF•• TURN UP MONOLITHIC , < ,. . , . . 9.* 0 • • . • • c: , 0 0 • 0 . 0 , .......„. 0 '......t. ^ - •:. . . • PAVEMENT WITH 12 • CURB 12" WIDE ! : • . . . .. • .. • •, . - . • . • . . . . . . . . . . . . . . .. . . . . . • • - • . , FRAME AND GRATE . z •• , ..,.. . . . • • • MONOLITHIC CURB ..,. . . . • ! NEENAH CAT.NO.R2565H 0 - -- . , - GROUTED INVERT OR EQUIVALENT. T & G CONST. JOINT .! - .•y:5 CI)1 . . • ! ,. • I . , , .. . . , , . O di .4 u j ...- . .,... FINISHED GRADE " • __(\110' SPACING MAX MAX. ._ ..• SECTION : . it -.- -..... 1.3.1uaisiew i,:.-..-.-..- .. .,-.-- • . .. , . -----------L-.9PE sEg PLAN 5 0..) >. 01 .. . > ' c.....J i..:::.*:.- ' - • -- ! co , • .......... '. - -• -•••••- •• -.-• ••• •.- • 5 • N . :: . . riDEFLEX 41-0" 6 - 1" - . . . , . 11111P 4.111111..... w . _-,,, uHECK - . limbi .,-.. _ 3i id, : 2J-31 1 18" FLARED END • -,PanalaWailaware „ , ., ' CO ei : • CONCRETE PAVEMENT ..th. .., .- 1 . •: .Th... 2. F. 1:1:11 1143;,..,‘.-:? _ •-1 . , SECTION L. _ l•-•-• FRAME AND GRATE \ CONCRETE CURB -cc > • • , .. , . :• .... • . . ii: -w ' -.. ____ ____ _ - - - --- . ^,,x, - I (.0 ›..int. ■ iMeni.......111.11.1,0100.I • . . 1 t*. . sN, - _. . - ' 7.411)..'''''N ' . - - - T a G JOINT . - - - --A- L-t.! ` . I PIPE WALL -. . • . . 12" •HDP PIPE 1 . . . . : ' TYPICAL X Id • I ' : ' 1E I 18" PIPE '-',....,,, =0„) \ I 12" TURNDOWN / 1..§:1 , 3.50\__i_ji 6 W., ,• - : , . . . I r----7) .: ) ( ) I .... .4 , I . - <I 0 -Ii )1 i I c -1 T .t\I .: .... IP , . !, ' ' 0 < , . . r • . . . , ' • , . „ • • 1 *.:2..::1-.:*..-,..1-41:..1:, *,.--**-•••, '-ff1,2 ,9„`. . . . . , . . . . ...___.! : , ,,.:(i) , • -. /..........._ SECTION B - B (.3 i . .• . . • ,. . - . . _ . . . . . • • . GROUTED INVERT : -0 -:'..-: ' • ? I- cr Z' !I! !!: ,•! : ! . 5 , , .• STONE RIP-RAP. . • , ! ..- • 12" WIDE MONOLITHIC SECTION A- A - , • . . . . w a .tx : *-' -:ini : , . -. .•.4. :.-• : . •• • : . ' - - - FILTER FABRIC . .. CURB _.1 I/ - 80 , . 4,.. • ,• • ••.. ..: • UNDERLAYMENT PAVEMENT . ' I ! 43 A 7 T f3s G JOINT . . Z - :.-:• L.:: t SEE PLAN 7 \ ..... ..!1 ...- :. : : 1e...'.... "V.? •U'r . F 101 CAST IN PLACE .c\I 10 SPACING MAX rt fr 2 : "ct • • • •• ' - .4 l !Li b:: • 2:- co _t_ s...._9*... --,• -"". ' - ii*:1; . CONCRETE FOOTING : . ' ! : ' z g 0 x I 6" SOCK < . • : 6" SOCK UNDERDRA1N •<(,! • - I 1 .i..-.., •tt 0 I- • , I,; , ••■7 1:-.1:5 .. .,,,,--- PRECAST CONCRETE // -.. _I iii . Cf) •2.0q • UNDERDRAIN? > • , .. . . . ct, 94. • . •• ,.. . < FLOW I FLOW O m , • .• . . • \ -q` . • . . .. ti • •‘ . . • .- • . 6 cn . • • 46.a 8" OC MAX. EACH e. . ..-• • -.5 . . • w -. 10.4.-;,-..:----%- -ro (0 ' . . c-2 • :- -4,r. ' . - " WAY, HORIZ.AND VERT. ! . • 7 / o •tc . ; ALL SIDES . . . a. • . • , - • . . • • • • • - ••• > --0 * ;0 _/_ -.: . . , • IL ' . 0• • •• • - 0 • . 0 •• 0 . • • S. . * • ' s - c• a - ;ilL,A. 1 • . , CO • ; . . , ., . . • .. ; . •. ,„ , • , , -, .. . , . .. . .._ .. 6 2 --. f-. • . . . . • . • - • s .. . • .' • • . -. -. .' ., .• • ... •... .. ... , • 12" TIDEFLEX CHECK :!*c\J co -, ..• ., / . .. , . . •• , - o ! / GROUTED INVERT . • , , ..,..• 5, - . =•••••• I" . !!...1.:11::-Tv. , VALVE' ' - A --,,---I o CONCRETE FOUNDATION . 'to ::•..:-..: -. : :..4: ;:'■ .•'',i) :''la . N (i) N , • SLAB , . ' . • P L. A N 0 6 2 H.: .. „ C‘I 0 0 SECTION . • GROUTED INVERT , . . , 0 z l'i) __I -J ., . ; . ' . . • SECTION B-B CONCR,E. TE.... .S A.. .,„LE DETAIL • . ,• 0*. -;?t; .. 1.../.„.:::',, P„.•,',.. • '.• ,,, ... . . . . .. • c ai •. t..» -.4.:.' 2.,•.' : . ; . . GRATE INLET ETA 1 I . . N T 8 -6 -23 *- ti (ilf•I '.:.: . :, ; ! , .n r., . . - . ' . . . . GRAPHIC SCALE : ,. 0 (-) - t•-• c4 :•,• c , ,--, cr) -9 -1::, •-Ct (4 OUT LET STRU CTURE DETA I L • . . 60 30 0 60 ' ------------- „ ::. • N T S _ . . . ,.• .., .. 5, . . ' niiniii51-1- 111 . N T S 1" 601 §hed As . BUILT . . • • . i 0 1 c 0 lz- to - 2007 rio!"1" . I ., . I I , ."... . 1 . - • --- --- - - --- --- -- - ----- ----- . ----- _ _--_____-_------- -.---------------------.-------..---------.--...-----------,---------------.-_ _- 11 of 14 , . . - ..' ' mo IIIIIMIN515tAlitillilliiii;lt:::f,:::,.,,,,,I.:1:4,4:,,11: ..,,;:11-11:;2,--1.14i'iT'.:.:R-:1: .8ulillz::::j' :)1--cir.":441:4).s. ---.---I.-- . ... . •:-. • • . . , . . . ... _ . . . . . , sET COVERS FLUSH IN PAVED '..- 2 COuRSES Of max (MN)AREAS ANO r ABOVE GROUND - , WALL AT ELEVATIONS IN UNPAVED AREAS. 4 COURSES("WiX..) ... -- i_ , ; 46.,....,,-.........4...",..fr 1.. -, . 0 . . .. _. ot•rmi...e...--qjl , WALL SLEEVE PRE INSTALLED . 0 I° Pe)(CI CNT 01 , MAWS BEGGED 11111111111111.1. 111" MAX. • " PRE-PRIMED . WATER STOP & z PROPERTY UNE- , , iN MORTAit ISM ),..41 ANCHOR COLLAR ' , MINIM NI - i PLASTIC , 40iI4T FILER , , a) mN4- 1 ...411•4ffillralrlIAIKWAYAni FLOW CHANNEL . - WRAPPER ' - -,-- - , , A 4 - I INSIDE SEWER LINE ' - - • - 11 . ' . 4 (REMOVE) , ' . ,4 4 24"---aPe!I - PLUG OR CAP 1 ----7---- I 4...• 0 CO 0) ■ I ' . . • - .4 Amorror..., InoMINK/111114 41N111144141VIIMI• ....14 - I D 0....- - 2 ....., ---- at_ vArnes z t , i----. 4,, 11- E . : ••• 0. • I GROUND SURFACE - 1 5. MN,--ma-,etst lq 4 . , 1#1 II. ■ ' . t INVERT 0 TAII 8 6":t . '.. 4 A ' i OUTSIDE ,- COMPLETED , GRour 11112**'-'-‘1** I% if---7"-Eut . i i JOINT WITH ' • ' a--- , 4 1----- - 110 44 4 4- . . . - t /01 1 i SQUEEZE UT ' ■•••■••■■ ...'"..::".".11111 1 \i'\041#4 01" . 4 o' / I 4\--. 1' '''' N* 011 181° --'-'1' *, 1 /0 16Tl› - . f': W 01 .--77-.------ . v . 1., III 4111 ■ .101111011:110:*111~0. 1 4 _ .11 # . I . 1 i°1 i#ir . . AS RELI'D JOINT DETAIL ■ r—-4 4 )( — - ; . - . . 4 • 10 401 i LINK SEAL WALL ! . .- . i, ■. ' PENETRATION SEAL MIN. -4" DIAMETER DJ. 01°- !" , SEE JOINT DETAIL • . • .us aw .,, P.V.C. PIPE WITH PLUO 101 000 __ OPir,AL) otAmtrEtt - y .11 — 0 re 4' MAX. (Zia i f • .........1 \.....-a ■ , 1# , a ' / 1 .......... nc"r; osec; ilf.-1 V , , 4 :, •CONC FM- BENCHING - '- —..„.....N11/4 12- '„: /--N II-- 08 X MA, 4 VARIES , MANHOLE STRUCTURE , WALL SEAL CONNECTION ilr 11 _ r it# 1 101? 1— 1 , S 0 'IT ,-,.•••••',to . • -. " ' - 4 ° . KORBAND --,..„....,..„....,,,,,,,..,..._„..,._ r MIN. 1-- -as ^ , .s . , SEWER LINE . .,,,e - I I i 15" MIN , / ,t1 . ,, C) X < cp a) w PLACE AGAINST UNDISTURBED SOIL _i_. . — V-4,i, leS #1# #1 (4 0 < 0 < = • -:---- .4— — i __ ,, : ,, , a' "4 I* ili /.Iii; *a. 11 * % eh -2 .6 3-1'1 it, - --: . wiy / 0 4 . 41 - I / 1 # r _ .2 , • 01 0t A 1.-- .3ey 7COMPAC1ED SURGRAOE tr NO WATER ENCOUNTERED. 9" OF COMPACTED — y I CRUSHED ROCK If WATER ENCOUNTERED. , ( --I #1 . . . . 18- LONG CONCRETE SUPPORT CENTER GROUT e '1 #( - 1 ON TEE , EMS ' \ ....1 a A . .7 .7:1 , SQUARE CAST-IN-PLACE ROUND PRECAST NOTE. CONCREIL BASE CONCRETE BASE • . INVERT - 4 4 I DI) . a . .... .‘ , 4 1.IN ROADWAYS, 4" SEWER LATERALS TO BE EXTENDED TO PROPERTY UNE. NOTES: A LOCATION OF LbATERAL TO SE NOTED ViTTH : \\II, 0 I A 1 ' . '' • .' ' 1, THIS DETAIL IS FOR 4.'-0" (INSIDE DIAIAETER) MANHOLE UP TO 12' DEEP. 4' ''S.. STAMPED IN FACE OF CURB (WHERE ' STAINLESS STEEL PIPE CLANIP • 1.1 --ii i_..-.:,..-11 if.-..:-.......iii- : 2. PRECAST REINFORCED CONCRETE TOPS. MEM BASES AND REBARS SHALL CONFORM ' • APPLLCABLE),_ PROviDE LATERALS i TO LATEST ASTM C-478 STD. SPECIFICATIONS. , PRE INSTALLED FLEXIBLE CONNECTOR - - 21 -4 4 1 4 ----‘-.- • • • '-' FOR ALL VAcANT LOTS. ON NEW 3. INTERIOR AND CEILING OF MANHOLE SHALL BE COATED. , , ! ' ! SEWERS, PROVIDE CONNECTION FOR EACH _- TEE , CUSTOMER. EXISTING AND FUTURE . ,- -, 4. MANUFACTURER CERTIFICATION THAT MANHOLE MEETS ASTIM SPECIFICATION SHALL BE . , -, SHOW LOCATIONS ON RECORD DRAWINGS. -6 Lif c/t•-•:r.• ;'• : ‘. . •`-'r'i, SUBMITTED TO CITY OF TYBEE' ISLAND , ...,, . E ALL 4" FITTINGS TO BE PUSH ON TYPE. i • S. FOR MANHOLE COVER AND FRAME, SW-DETAIL : , NO GLUE FITTINGS ALLOWED. :,,-‘ \ ,:„. •,=.' =, fe = 6. FOR MANHOLE STEPS SEE DETAIL.: STEPS TO BE INSTALLED IN A VERTICAL , 1- k,. "BOOT" CONNECTION , ,. . ,.......•'‘,.\\--4.- ROW ON 16' CENTERS. ''- ''''''‘'.,..,•,--,. •,---- 0-' _ STANDARD PRECAST CONCRETE MANHOLE PRECAST MANHOLE PIPE CONNECTION SANITARY SEWER SERVICE CONNECTION , N T S ,. N I S. N I S. - , „......., . . , • , . , 1111111 , _ ... , MI • Al= , MK ..... 2111111111111 4444,1,414 moms 4,,,... ..... . c mama., AIM ..... ..... 3/8"3 3/8 .... - ..... ..... , .4.:.., .0... 10•••••• o. ..... II' mi... .... o 2 CO : 1/8" II i . 5 rweill 1111111 . 03 AMIN 11111111116, 1 11 41111111111111it 1111111111111111. . Cn isonias munninc. 1 0/ • 1111111111111111 IIIIIIIR1111111 A 9 1/8' I `g 411111111111111111111111111111111k , 1111111111.8111111111111111munda 0 ill SANITARY ::: ugui K<A\ A4 III Iiiiiiiiiiiillr . ,.. tv .,_,,.... FA kts)v41 ii 0 O v v Ai . .... , 13 A."141 cv co. .2 c _ . , o, - co ...... 0 > c - 0 = t.. L A-0— '71 , PLAN . 10 3/4" < < ••7-,... 61 co; 12' ;2: h------- 23 3/4" ----1 . , (:) T) • . (f) 'O. N.. `,. .!‘t.. U . ai, 3...........,..,,,, , (f) .....1 I— 6. .4 ...... ,,,, > .< ,.........,,........., ,.......,„...,.:,,, i ....., , . , ---:------- "." . C21 r-- ..„ 1... 1.-- 245/8 ----0.1 j • 7 W OD La • ., n 02 0 - COPOLYM711. R POLYPROPYLENE PLASTIC , ›. . .. 36,. U) 1-- , ..... LL cr SECTION . . ,. • 1— • >- W , ' . • . 5 3/4' . • . X W . /! . AIIIIIIIIII ;:"Cfi , , 4 NOTE: • A 0 < Cn ' MANHOLE RIM & COVER SIMILAR TO U.S. I .. 1111101111-[1111111111111111MW .. . _ . a. FOUNDRY CO. USE 195-ORS. TOTAL WEIGHT 325# >" 4! 2 TYPE "C" LID TO HAVE MACHINED SEARING j •<, • 4 , - 1 Et SURFACES. UD TO BE LETTERED "SANITARY" , (NON VENDED). ; , . • , 1/2" GRADE 60 STEEL REINFORCEMENT . ' ' W SECTION A-A Z 0) _ - - . . • • ..... Z It . . , . z < x MANHOLE RING AND COVER MANHOLE STEP - POLYPROPYLENE z on (f) 1 , N . T. S. N . T. S . W 2 0 51. 4-1 0 r'N P o %-e ni ' •..., < a) 0 6 F s.... ri: . 4"--. t ' ' o 0 %- Is- 0 ---) C■I u) N -. 0 ' 2 2 (I) I- 9- I N 0 0 0 Z tif) --I -4 ' , , ii ••• W o c ' - --r-Y, hi P 't ' ° ... --, TO -0 -0 '0 0 . . , S , As os But LT sheet 12- 10— 2007 .1 C I I .:- — .. -- ---. —--- - ---------..----_. ---- ^-^----------- 12 of 14 _ ________________ ____ _________ _ ______ ______________ _____ ___________ _______ _._ __________....._________________________. ........,............____________......„.... .... . . . ..... ......_ . .•• ...• ____.• ___. -- - -- - - ---;----: 8;joil oco. rt:-:ltil 1...f..:40):1-;';: . • . . • . . . . . - . • - • - -.. . . . . . _ -,,, • --,,. ROTE: ' - • :. •NOTES:• : 1. SECURELY EXPOSED ctzpKoER AD TAI o NT ALL TIMES. BE L ti) 1. MANHOLE FRAME AND COVER SHALL .a • .. /\ 411V mil ' BE NEENAH FOUNDRY CO, CATALOG NEL 2. CORPORATION STOP SHALL BE TURNED OFF. , . .., . . „ . ••. . . giimmimmimilimilml 4 ,11111110111111\ R-1668, TYPE C, LABELED 'WATER*. 4 BLOW OFF REMOVED. AND CORPORATION STOP Mil -a• PLUGGED wiTH A BRASS PLUG AFTER WATER 0 l'i) If)(.0 CNI C‘I C •'; (C) ,.. ..a " . ft 04 r....: • ' 2 THE BOTTEIM OF THE MANHOLE FRAME ..a, • . SAMPLES HAVE PASSED. , • . .• , 0 6 X 0U1 1 1 4 !: . SHALL NOT BE MORE THAN 12° ABOVE THE , . W.....-c:::+ r1/4. r., TOP OF THE MANHOLE STRUCTURE - • ' ' • 3. 'THE SAMPUNG STATION MUST BE SUPPORTED • , L , \/ '''‘ Ill Q m < m g 44 - - A MINIMUM OF 18" ABOVE GROUND. 4" 3. PRECAST CONCENTRIC CONE RISERS 4. o - 4. SERVICE LATERALS MAY BE USED AS TEMPORARY . ,..-..%. 6F- a:g 00 3 2" CORPORATICIN STOP . MAY BE USED WHERE REQUIRED FOR = •"0' SAMPLING STATIONS IF THE SAME RISER / ,' • WITH PADLOCK OR BARREL 4:111111111111111111111111111111111111111111 • DEPTH. "1 ' CONFIGURATION IS INSTALLED FOR TEMPORARY USE. 0 LOCK / lig '' 4. THE MANHOLE FRAME AND COVER MUST BE - - ta i CENTERED OVER THE VALVE. •.. - • IN API , , 2.. , 5. POLYPROPYLENE MANHOLE STEPS - . ''' • ' IMM - ' PVC LINE ' ).-1.'''''''--- 90' BEND ' , >m 8 - SHALL BE PROVIDED AT 12e Q.C. •.• . (GALVANIZED OR BEND ANGLE , ?A . . ':-. FOR MANHOLES GREATER THAN 4 ... . • • . . ,.., POLYETHYLENE TUBIt■IG) , FEET DEEP. - - , 1' 451 , at* • _ BRASS SAMPLING PORT-I PIPE DIA. 11 ,IT. 22 y 90 t • PVC LINE • . . . a• a 4 5 10 22 52 i . 18" MIN. • _ BEND ANGLE 6 7 15 30 74 - 0 FINISH GRADE 2" RISER PIPE - - , .4 • 4 • . . .. :•: (GALVANIZED OR PIPE DIA. 1 1 IV 22 i. 45 90'• 8 9 19 40 96• POLYETHYLENE TUBING) : . . 4 3 6 12 29 4 . 6...) 23 48 115 : 6 4 8 . 17 41 fih :4 , 12 13 27 56 136 I; ' - ` .\ \> 014.11.111111.01111.0411.4010 \ . 8 5 11 22 53 c PLAN , Al**************41.410 10 6 - - . . \ .4111-111-411-111-41111-4111-111 1111_111_1111_111 A A /".< 13 26 64 ...11:1g CD § ' i/f-- TRACING WIRE DUCTILE IRON LINE • 12 7 1 31 75 I-- MANHOLE FRAME & COVER BEND ANGLE LU c.7). Tii 4X4*X4" STONE CONCRETE COLLAR . 8 BRICK PIPE DIA. 11 4-* 1 - 22 {-. 45* 90* DUCTILE IRON LINE Fill (X Cr) -0 c.4 0,1 RAN . /- . . 6 0 6" O.C. EACH WAY ,, .......Ns.,..■■■■•■■■•.‘0 --.1 “-:dpisimm 4 3 6 12 28 Z I , Wynn i ---"•1,111111111111111111111■1110"- Air • GALVANIZED OR 5 4- 8 17 40 . BEND ANGLE POLYETHYLENE TUBING PIPE DIA. 11 +' 224' x < .63,7,-) m ' 1■•■•••••••■•111414 8 4- 10 22 52 - 11111 .44.4,..11.4S. *I: WYNN% 111 2 1111 IF/ ■ , . 2" BRASS NIPPLE , , - 1 0 5 12 26 , 62 4 2 4 8 20 1- 1000Zz = 941* Ci > 1 1.,3 : CI) 0 < 0 < • 12" MIN lilt ... ........ ' . THREADED ENTIRE 12 6 15 30 73 6 _ 3 6 12 28 THICKNESS OF PLUG 8 4- 7 15 36 ' • 16 7 19 39 94 • (i) , I ---: :4 6" MIN. 4' ,.....""."."" , , 4 • RESTRAINED r.,,,, • ...... , 20 11 23 47 114 . GATE VALVE _.„_$* • . 5 MIN. •"• SHALL BE MR . • TRACING WIRE ' 24- 1 3 26 55 1 32 ! .' -• ' • •: ..---""."" I - . • 16 6 13 27 * 65 : JOINT , PRECAST CONCRETE , . • ' .. : I , 20 a 16 33 79 '... - bliiii •°I.1111 .. • MINIMUM RESTRAINED LENGTH (L) 24 9 18 38 92 i - ; : 5 " MIN . I \..... • ,., ....,9.- . M,. • 4 MINIMUM RESTRAINED LENGTH (L) -444 . - 4 •• a . ,„ . . - . . - ' ---11 --- 90° BEND ••,...- • , • , , • 44 '''' , ---•,;>,, , - •• 4.: ''''' , • .2 . , , 2" CORPORATION STOP NOTES: NOTES: i .,..-,--- i'`' -.. ..-"" , . . 1. LENGTH OF RESTRAINT SHOWN IS IN FEET. 1. LENGTH OF RESTRAINT SHOWN IS IN FEET. gli t.V474, ,.. ..? 1 2. WHERE LINES CONSIST OF BOTH DUCTILE ON AND PVC WITHIN THE 2. WHERE UNES CONSIST OF BOTH DUCTILE IRON AND PVC WITHIN THE 0 t.. c.; ,..-, --'," -'t -,.„--,:tE ; . LIMITS OF REQUIRED RESTRAINT. UNITS FOR PVC SHALL APPLY LIMITS OF REQUIRED RESTRAINT, LIMITS FOR PVC SHALL APPLY. SECTION M.J. PLUG TAPPED 2" ' .. _ 0'35' 'fttv,,,,,,yJ., \_1(,•,i'iLr),5:11-'°-,..,..,:::Cillt:1"114 WC111 VALVE MANHOLE DETAIL TEMPORARY SAMPLING STATION , VERTICAL BEND RESTRAINT HORIZONTAL BEND RESTRAINT-, N . T. S . N .T. S . N .T. S . N. T. S. . ' , . _ L Ui U2 i•. . .. ' . , I , ,, , c '''- *.4./ --- I 6 ' v N., , , P i ,, ,„ c 'UMPER CONNECTION TO FACE STREET ' -- -- , a •-.:- . ilk b - 7.1 mom , L .0 1/8 BEND • 0 FIRE HYDRANT IYP. . L I 11 0 , s: ta, 11 11 . , , 0 4.-06" 10 2 MIN. EXPOSURE- ' DUCTLE IRON LINE PVC UNE -0 I- NOTES: CONCRETE COLLAR MAX• PROVIDE EXTENSION • DUSTING UTILJIY \-----4-3 i WHERE NECESSARY OR STORM UNE 21. LWEHNEGRTEH L Of NFE sRESTRAINT CONSIST S HO F 0 BOTH T HI S I / . , DINUCTFEILEELIRON AND PVC WITHIN THE PIPE,. 0Ik PIPE DIA. 52 . - , FIN. GRADE 21-8 cna3 r r_........10,s....„, „ ....._ LIMITS OF REQUIRED RESTRAINT. LIMITS FOR PVC SHALL APPLY. r----.1 ••Mi I I 1 411111f i,ii, , - Mill . . 6 40 6 74 4:x 3.. Ul MID U2 = UNINTERUPTED STRAIGHT RUNS OF PIPE IN EACH .., 11.1111110/10/ \4/1IIIIIIIIIII , , ■ 6. 1‘.. IQ CAST IRON VALVE 4 i 4. Ur -...-- THE SMALLER OF Ul OR U2 10 62 10 115 .,../ el BOX WITH COVER ; $ 6" GATE VALVE ./ , \. 5. L -..--. MINIMUM RESTRAINED LENGTH ALONG 'RE BRANCH. 73 ,.. - 08 . 5 , 12 12 136 IX / 22 ., , , NEW WATER -• 6 WHERE Ur IS LESS THAN 5', RESTRAIN TEE AS A 90' , , _ .8 ,;!) 16 94 _ co MAIN TEE , 6W: A,' LINE to , ''''' HORIZONTAL BEND. , - 7 c\I •• 1 r'''''s•-- 7 CUBIC FEET OF 20 114 fi) . '. ^nAVEL PVC LINE , . t. 1. 1 1r• I ti je.;,,I07,.........(,, ws . . : 6W * E 24 132 0 ,.,., , . ri!=:-v e-, so, .---,...........„z • • TEE 5 -10 11'-20'. 21*-35 > 35 co . I I 1 1 , , t , I I' 45. ' IT f I i til ' 4X4 43 28 4 * 6X4 38 17 * * 4r4,- 11,: 6._.3 I , • , ?‘.z.,;:..gtaniMM ONCRETE SLAB (4") . 6X5 64 4-9 25 * I-6"Ø DUCTILE , 8X4 34 6 u * ..:( I .:-. IRON PIPE ,..., a -MAGELUG° RESTRAINED NOTES: 8X6 61 42 10 * X -- JOINT, (1W.) •• . ° , NOTES: Z 8 X8 87 72 48 12 : " 1. WATER LINE MUST BE INSTALLED ABOVE . 1. I.ENORI OF RESTRAINT SHOWN IS IN FEET. 1 OX4 29 .c * * 2. WHERE UNES COMET OF BOTH DUCTILE IRON AND Pvg WITHIN THE 0 (%•,,„.„ OD • SANITARY OR STORM LINE IF POSSIBLE. '- LIMITS OF REQUIRED RESTRAINT. LIMITS FOR PVC SHALL APPLY. covesm 1....J se001 . 10X6 58 34- * A z -= . 10X8 84 66 35 * , , 1 FOR UNE STUBS THE LENGTH OF RESTRAINT (1) C.i) < 2. STRAIGHT RUN OF WATER UNE DIRECTLY , . SW* .j < ' ' ABOVE OR BELOW EXISTING UTILITY UNE . WALL EE MGM THE VALVE AND NOT THE CAP. 1 OX 1 0 106 91 67 31 > (1) 1---- . MUST BE 1D* MINIMUM WITH NO JOINT. 12X4 24 * * ., * MPOWI ti j , NOTES: . 3. IF WATER UNE IS INSTALLED BELOW . - _ - u_i W ' •••:. 12X6 54 26 * * ) m to SANITARY UNE W6TER UNE MUST BE - ,• - ,.. n it - .. , 1.ALL JOINTS FROM MAIN TO HYDRANT 12X8 82 60 23 * SHALL BE RESTRAINED. ENCASED IN CONCRL I L 1 2 X 1 0 104 86 57 13 DEAD END RESTRAINT . . . 1 .44,4 • 2.PROTECT BOLTS AND THREADS FROM 4. JOINTS MUST BE RESTRAINED IN 12X12 128. 112 87 51 . N. T. S. o 0 '' CONCRETE. , ACCORDANCE WITH • " i I--- >... , ,,, . STANDARD DETAILS 1- F-- MINIMUM RESTRAINED LENGTH (L) Cr W - S - . 5 5 , •. *RESTRAIN AT Itt. ONLY. 0 (f) . 0 < a) ..:.4. . 0I, a... --- . UTILITY CROSSING TEE RESTRAINT FIRE HYDRANT DETAIL . 11111111111111111.111111- N . T. S . Cl) z N. T. S. / i.-- N . T. S. • , . •_ •' W C3 .. . _ Z u) " MARK FACE OF CURB WITH • . it • 'LI- OVER LOCATION OF LATERAL - Ili W at FINISH GRADE • Z ingegililillignillili , < S S="911riiii11-111 , 5 6.1 "--mst =.". --:-.------. la- 1 ...., 0 iiiiiigliiiiigiiiii-===iiiiii ' z ° 0 Piiiiiiiiiiii=r4iiiiii---=Iiiiii 0 NON-METALLIC _ ...... ....... 3" WIDE WARNING . TAPE TO BE 6° zif . -___ ----- t, ABOVE LATERAL _ t " I •X I" CURB STOP WITH 3/4" 6 BRASS BUSHING TO METER " S S ' to -#I 4 GAUGE INSULATED SINGLE STRAND COPPER WIRE STRAPPED TO 2. PIPE AND ATTACI-IED TO NOTE. CORPORATION STOP AND CURB STOP TERMINATE CURB STOP IN • STANDARD METER BOX Ri ) 6 c 555 S .2) -6 -6 .• a) .. .. _ _ c 01 c .... 5 -,...- (..) 4-' cr) a q) •----, CO -0 -0 .0 0 ' N I° TUBING (MIN.) . -Ale NOTE: , - . / I' CORPORATION STOP POLYETHYLENE ALL FITTINGS IN LATERAL SHALL . ' .. , . shee TAP FOR CONNECTION BE COMPRESSION TYPE. As _ BuILT WIN - 6" DIA. OR LARGER . - 12 - 10 - 2007 C 12 WATER SERVICE LATERAL . k .... ...... ___________. ____________________ 13 of 14 , _______________________________ illif II li'10E If,' I I A-- ..,s- .. . ... .. • . . _ • . . ..-•... • . •••..• • , . • • • . . •. .•.. . ..• • . . . ..... . • "' - - • • . ' - - • -- , .. . . . . . • . . . . . . - • - - .. - - - ,.. • . - .. .• •.• . . . , • . • ■ .. ._ , . • - .. ... .. • • ...._, _ ....... . .......... ...... ..,:-..,.- ...................... .- .......,.....,■ -, ......„. , ,- .... . ,. , - .„- . - -. • PIPE OUTLET TO FLAT AREA- ' ' . ..,,, • FERTILIZER REQUIREMENTS I -•-, , - • -• • • . A . _.„ . 33 NO WELL-DEFINED CHANNEL .. A . - - w.-4,-..... " N • t. Hal S i 1 ANALYSIS OR EQUIVALENT 44 , .+0 WO'40.%-4•11.7.' .! 'TYPE Of SPEaES YEAR RATE TOP DRESSING NJ • ' J ro re)eo rNI oi c ; ••\,■-•- t-.'•\ 40,,icZ, %.5b 4. f, ,, ;I,: it, 4 . .. :, ..; 1,it 1 .t,t% ,,,, I liff t 1:1, .11111,,..71 I it, 1 i I ,v•,1‘ Irt. I I . i 11 II IV AO'"• ,, :1, . \ , 1 ' RAIE W tOEI CV 01=I . - 4*k A '1!illiffit.11. ' "r.kn .i.„.,,,, fl , ct i . rfri 11\ .\ \\\1\‘ V..\ , . ro- ?...1 1 1 hi.._,‘..., r,„ N. <(.9 ‘s,i •IC.6- °' :1116°L 174 I 11:114111t:417:1-14111': t.41611 I I I il :111 I WI:79..:1 I I LPAIT-1!::11 7 A 4.4.,:.--;40.k.,,...,41ri:.`..:fir.... .:. 414;1111111 .i I ill h 4 1 I I i ..1/7i ,i/v1 ,, ik I I it !If li , : 1 • . .1 , , .1 ‘\.‘: ,, \/\_ OW mason •First 6-12-12 1500 lbs./ac. 50-100 lbs./ac. 1/ 2/ , , 1111 0 m 0 ... .. NI q4CIL NI* ..** . . . ?f,...0,„,,,Apotpodif. /A,Ae. , i I VI.N.'11 i?..)1.11 'if'Ili::II I rilli:„1111:1M11.1111.1P111"11Q,‘' z\ ,/\\NN Y\N' P '; (I:-II:II. lq "II .i : - grasses Second 6-12-12 1000 lbs./ac. ass < OD 0 40)‘ ItC1 4 '..' 0* 311 DI ' ailk.,acr.w.4.,‘..,,,,,r.A..vol.! 'N \\\:, •'\\ Maintenonce 10-10-10 400 lbs./ac. 30 ', „Aft,- „49 s,-, i. • fr Z evc■ 4,.._,.'41.V.. 111 fri.it.,. , , i:tItill.;•‘,#-Y.°54-tx ."..g.'•-•,'-- 4......6Alt.4/Pt.11W.OP.IiiRbt,br . Cod season First 6-12-12 1500 lbs./ac. 0-50 lbs./ac. 1/ 0 , nv 4)7741,....•:-,.-.=,-.Ar,:,,,,:*.,. -24tt V#--' , -4,-.,--,4",.., .r.:4:siklot*44.--0,.--, POINT 'A' SHOULD BE HIG1-ER THAN POINT "B" , , . graven Second 0-10-10 1000 lbs./ctc. - X r 1•11 X V ,40!,'.. .24411::XCei:iiitz•P.. -41,• ' , Maintenance 0-10-10 400 lbs./oc. - ' tfitb,:itrk‘-*-110,40P1'dli .-IZ .e ° • , R ot 7-1, o li- P . 0fireN''-*** •* to •'IP`..:.; . • 44- , -41'1111:4t1'4.44It''1 - . 0. . %ate.. AI • . . . 0 ** .15 ‘W..*'•;4;-4!.:0, ,i' 6° t4.**. ' . . %- -t. ° . cA4 lillfrt• _.... , " PLAN : Ground covers First 10-10-10 1500 ibs./ac. - .,..:07:: r!, (!i•zia.11, >II g • 1 1111' u -.:-.•••:;ii. lit. .+t to .::. • .40.. i WAY I Second 10-10-10 10iX) lbs./ac. - .1 L.0 ' 0.49...„, 4* ,..,40■.„:* . :..1 , , 1 1. Maintenanos 10-10-10 400 lbs./ac. . - :::.. ....,,e.i.„.., 4.,,,,, , oft . - La --qPI " ! . i .1h1".14-4"01Wr.. '8\%1 '4'4 . PLACEMENT OF STRAW BALE BARRIER IN . . . 2 RE-BARS, STEEL i PICKET'L'S‘VIOVRIV3‘21:1‘*"1"%V\ , .. . , -. . . • STAKES / 1/2' TO 2' IN GROUND VI 1!...„,t›' 1 . • -..2.... .. ,.-..r--___„._•,„„...,--..a.„, :••:As;es**. owe esio:::tui.=11p ' • , ; Pine First 20-10-5 one 21-grom pellet - •,' , -fia-„...„---.,a4-72....„::-..41.0.0-0.-ic 06.4.1,*00...;,„ -,,--,,- .. , .110.4111•••••tiltr..5k) ..." „, O.11,,,dre .1b,..;■00,00::,..■!...r. ?... , seedlings per seedling placed STAKED AND ENTRENCHED STRAW BALE -,- 1.5"-3,5" COARSE AGGREGATE . . , . iis7irmiit ':14ilmvf!... ,...*;■,....t.ti.!,%=-- - ez In the closing hole 1, . ICC .-...!.:::,..,......,.:I, ..:.-.,;.,,f,••::•-..-:.......• , ,, (COMPLYING Willi GADOT , • , , . - •. . , STE). SPECS. GEOTEXTILE , . ' FILTER BLANKET . n' , . I. Shmb First 0-10-10 700 lbs./ac. - •,. VII t, Ili : UNDERLINER . • , SECTION A-A - . . ' Landes() Maintenance 0-10-10 700 lbs./cc. V a , . .. : . i Illg , COMPACTED SOIL TO • CO . • 1 - 0 NOTE: . , - PIPE OUTLET TO WELL-DEFINED BIDING VIRE OR TWINE 110111 PREVENT PIPING . ' --- _, - 1111 . 10-10-10 500 Ibe./ac. 30 lbs./ac. 5/ U..1 CHANNEL FILTERED RUNOFF .:, .::. - . SEDIMENT LADEN , - Temporary First • . it so i csj < c‘i GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA WHERE RUNOFF INN }-"' (,D " >' ' ' VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID ...„1.?...;:iit qv.., •*op '..'--4.4::.47ttlt ' - ..., . . . , • seeded alone , Z 1 (/' '4. ,i„,,,4„,,,,, ,,,,le j.9.....9 • TRANSPORTING IT ONTO PAVED STREETS, TO CONTROL EROSION . , , ;74,,-jr"..7,0.:404.el11100,t..a Nso * NOTES' • ,11*II 1 • .'41,4IP''.*:rdP1P-TIP 40.1,744..1v„^.-0, . „, 'Worm season First 8-12-12 1500 lbs./oc. 50-100 gm./ac. 2/ 8/ p Lf9 ?„.5. FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST. - . A .,: it- ., ,, „... ev*,..-...1,1p,iia.,::,10..?:146-."-f!:01t,40%-. ■w-se„.....70,•,*.?,..0....0.0..-...,,,i A I. La IS THE LENGTH THE RIP-RAP APRON. c,c, 11111111 . . \ \ *# , .#1-. .4\•File: Second 6-12-12 800 lbs./ac. 50-100 lbs./as. 2/ -,-.1„,*•1 -;:i,„.4,1",•"--4-ii-e' '... 1-, -;•:4.:•.. ..!....... Maintenance 10-10-10 400 Ibs./ac. 30 1b8/o '-, •• illitik1770(4t:•117-04‘,44424; - 2. D= L5 TIMES THE MAXIMUM STONE 1 itlt ;A'VIN6 . / /". , DIAMETER BUT OT LESS THAN 6'. ::...::::::::", ".„.,,,„:,,."....,./:41,t1: IN.ifikAtilliVIA.IL isi i..1(ii.•AVA ili 1 ARIL./k.' • • • . v ./\/\7\/\ . • 'c \ : cl; • < ';' El"-r*fraftt.01;•*41-&,-*....k.;11:44.PZ:,*,1..f, \ 6-12-12 1500 lbslac. 50 lbs./ac. 6/ /..=esse-rs.e.,-,140.VX***,,V•is)::t.•44,4A4fo. //' . / /\/ Ve : TEMPORARY CQNSTRUCTION XIT 3. IN A Mai-DEFINED CHANNEL EXTEND or / < : . prossesWarrn seacmsond First Second 0-10-10 1LXX) lbs./ac. - CO . : . - T.„--4.111:;4tits,;11.1.4s,s,..,1114sAIIII: THE APREIN UP THE CHANNEL BANKS TO AN . . legulThis Maintenance 0-10-10 400 lbs./ac. '4,04---fea- *41;!**.lbtOr4.14*.0■"- ELEVATION OE 6" ABOVE THE MAXIMUM \// /X/X/, ./X/X/X V .\/// oktl'..4,114.tetri:';'?.?iii,!•'.."itit* TAILVATER DEPTH OR TO THE TOP OF THE • . . . -.. . ii.' .-i 0 p:,,,:- :7/‹.-5,-: (1:-„, .1.".:::;'lt,, NOT TO SCALE ; . 4. , \ ..\--„ ..., \, ,-\ . . 4.;,40!Ptiellolit*.• ' DANK, WHICHEVER ES LESS. PLAN • .4,1--zi,,--tiiti.-,....' , - , tom EMBED HAY BALES A MINIMUM OF 4 INCHES. i 1 if Apply in spring following seedng. . ! 4. A FB..TER BLANKET OR FILTER FABRIC , . • '' - -.......-A , SHOULD BE INSTALLED BETVEEN THE 4.,- ,• 2/ Apply in split applintions when high rotes are used. .. _... __ .., . La. ''' RIP-RAP AND SOIL FOL/NDATION. i - , - 3/ Apply in 3 spilt appdeatione. . ., • • ; ifitfet:r:ii ,. . . ,. ‘-, ' V Apply•when„plants are primed FLOW : CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE ' 4/, APply to Grote species only. , 1 FLOW • 1 ' =irg.,.. „,...-711gt„,1041,1P-1:11.1*.e-iitir at e., re.,s1 III 0.11A. .I i= , , 1 8/ Apply when plants grow to height of 2 to 4 inches. . -, .,. #17„;••.,.,•,••••-•?• •..••• ..-., - 't . , i , *.q, ,,,,,-e l!' ',,:' • 111=1:112-11117"?:-....77,7,-=.4.110."-:::7,0!..7.-A".; -./....:146....14.1.44.4:::4 'Tia." - , . pf ,..- I;,-- ', ',',Z i ',..'f,k; • *AilrlItiii. .. '''......-' 't;.4:ii. `! ..'"Iii.74.ELLV.2.. ._ ... . .. ... _ 't , • 111._ WerAlEt= . . a) VA .1,:',:,, -:, -,: ,.,,-; - •i..g.• . • 18' CHECK DAM Cd ..-.• : ; : 0 ,.:.. t.C' t,,,,,, \;,:i:II. • ...• • . . . .,. .., , • . , SECTION A-A FP-70 BLANKET ... _ SEEDING RATES FOR TEMPORARY & PERMANENT COVER : . :.. , . : ..._ I. • , . END OF FABRIC FENCE OUTLET PROTECTION GI . . . . Temporary Permanent - • ' . nal a BEGINt■IING OF FABRIC FENCE • 2X4 STEEL FRAME STAKE - Rate per?acre Rate per acre tin ANT IA ( RIP-RAP OUTLET PROTECTION i. , - Month Cover Seeded Added Cover Seeded Added . , . f . _ ..._._ 1.51- _ _..,„.„ , ; , Alone To Mix Alms To Mix . • ‘;‘,,,,,,.-•.: POST -a6 6' 13.C. MAX. -0- . ' MAX. •arlarome 14100.‘* -s`ikus Ryegratte 40 lbs. " - . _ .......,..__:•_ : January Unhulled Birmuda 10 lbs. 6 lbs. - • ' . - li III FABRIC , . Rye 3 bu. .5 be. Sedan Lespedesal 75 lbs. . . . . ._...J _LV• . ---...__..... - , NIIIM 16 Annuel Lessens° 40 lbs. 10 lbs. Urifiulled Bermuda 10 lbs. 6-lbs. ! : . . - • ____<_1911. .. ..... February Ryogrtese Serino Lespetinal 75 lbs. CONTROLLING DUST AT THE SITE Rye 3 We .5 bu. 3' 1 .---IMI1='--.Iiiiir- IIIIIIIIIIIIE1.-..?" i 1 '„ . . i t ' Pensacola Bahia 60 lbs. 30 lbs. TOP VIEW . , . . . . " -- MIN. -111- ilaill' 4 _, .,. Mort* Weepingila.= 4 lbs. 2 lbs. Hulled Bermuda 10 lbs. 6 lbs. , ••• a 40 lbs. 10 lbs. Solna Lespedsza2 60 lbs. ' OVERLAP AT FABRIC ENDS , • , . - , c 7". 0 . - ,,," - BURIED FABRIC . „ Aprn woolgoa Lower*** 4 In. 2 lbs. Pennock; lidda 60 lbs. 30 in. . .i ., V V Suns+ Grass 60 lbs. - Weeping Langres* 81b.. Gibs. , ' 0 ____ _ ____ _ ____. . stiBrowsweinangAndongmnuai Tleapedezo:ovetress:eto _ 40 lbs. 40 lbs. 10 lbs. Hulled Bermuda 10 lbs. 10 lbs. Serino Lespedeza2 80 tbs. 6 lbs. - , el° 1--- V 4 lbs. 21b.. Poneaceta Bold° 60 lbs. 30 tbs. .. tri , ' ..; • DROP INLET May 60 lbs. - Weeping Lovearase 6 lbs. 6 tbs. I • I . • PLACEMENT A°CD PLACEMENT‘I 1 3°DPOST \i f IV IEMPORARY MEDICOS: . . WIRE-BACKING Brown Top Millet 40 lb.. 10 !as. Hulled Bermuda 10 lbs. 6 lbs. . , cn .4 .. . WITH GRATE . ' Pearl Mgist 50 lbs. - Serino Lespedsza2 60 lbs. - ' 0 . . -* IRMA-MIN - 1,- ..) - i BURIED FABRIC Pearl Millet 50 lbs. Pensacola Bahia 60 lbs. 30 lbs. .: c; v 13 EMPEOSNTT WITH STAPLE 00 0 TH NAIL E, . MULCHES .I --___. * 'TEMPORARY VEGETAIIVE COVER * BARRIERS * SPRAY-ON ADHESIVES * CALCKtt.4 CHLORIDE i ." 0//=::nt... NW apilli .*OM --......1 FRAME \ t . June , Sudan Grass Brown Top Mtge 80 lbs. 40 lbs. - 10 lbs. Hulled igermuda 10 lbs. 6 lbs. ,,..-•,, • . - : i i'... ' .4... 5 - - • N\ ,\\,, . ..\,\\,\,\, . 0 TILLAGE • i*.... .- _4..„,...Mig ____.. - QC ' Sudan Gross 60 lbs. - Pensacola Bahia 60 lbs. 30 lbs. . 19 , July \./N / 111111.1 2 -4-1, . . Brown Top Millet 40 lbs. 10 lbs. c‘i . -.. • t MIN. ' Pearl MEW 50 lbs. - Pensacola Bahia - 60 lbs. 30 lbs. I I . : . semem C1 ' ..amo. ............; Ar'-'81.---4 iiii-il A .„---- 1. -•.- 2 - . : I I I I ii="elk9 August Rye 3 bu. .5 bu. / 2)-........ 1110.111111.11.1111 U , ., . Dust Control ON /-';-.. 1-11.1111-11r ,.....-....,.„„......-„,..,..„ /-------- a_..... Li . , . ..-4-1eL' i September Ryegrass 40 lbs. - Sark** Lespedeza' 75 lbs. - ' . 1---- --"A"------ . . Distrubed .Areas Du . k}) • Oats 4 bu. 1 bu. „._.....jp.r.-... .....- ..m..4.'Nlik'Nr,....s.................. V t FRONT VIEWS , . . . • -- . '" - - --- GATHER Wheat 3 bu. .5 bu. , i . • - - -- - -----.. -----• , - -,,, --- wheat ..1 I. i bu. Untlullod Bermuda 10 lbs. 6 dxs. • *I '....', • .--- -.. -- , ,- ----- EXCESS October ;qv; grass 40 lbs. 1 i < •? - . - --.• --.•;.--....,,,.-.:, -::.-...:-•• ••••:•.2.:.,.11:.!?...,.-• ---;::;.-...-2,-.--,;;,•-_- -. , . ...,,,, 27.;:a...-ff.:::- .;;1.. .,.:_:. 1 - ....1:-.. __. I•_ ., Ry• 3 bu. .5 bu, Serfceo Linnet° 75 1 7 AT CORNERS : Barley 3 bu. .5 bu. t fr .'• •-; , iP I 2 0 la o) ‘ • -,,... . 4,ii, . ,. . . . . November Same es October Same as October i --.1 ' ' 1 • . . :..• 0` . . 2.5' MIN tit - , , 3114 MIN. ' INLET SEDIMENT TRAP Sd2....D. , i. . .,_ . I . , 28 .. .-... ' • 28' ..... , December Same as October Same as October , cn z < ,.. ...... ;:::„. _i___ . , ...-.:-..--- • 4' MIN._ .,7-...,...-:,-,./ i -,...„... 1. Unscarlfted :i > FLOW FLOW -::,■• ./ ‘,... ., ,,/, . -„,se,, 2. Scarified A. "alslig- i : - ,:s.-. , (FABRIC AND SUPPORTING FRAME FOR INLET PROJECTION) , : „ . 6., \s.,\‘<, . i 3. Centipede sod can be used as permanent cover onytIme except June thru October. --,i. C.) 11 \zNr . ... %■/'\ A A ed in order Of . . 4. UM proTerene 1.1../ ':.... • . ' -1-1.-- I II . SIDE VIEW . . . , . . , NOTE* 5. All permanent .grass **tinge nail be rthriched. CO 15' NIN 18' miN.I ' ;,.: n - >- USE 36' D.O.T. APPROVED FABRIC & Agricultural lirthr is required at tile rate of one to two tons per acre. . . , . . USE STEEL. POST. if I -I . - . , . ,..., .. . U.I -..: -. SIDE VIEW o . ,. NOTE/ , , USE 36° ROT. APPROVED FABRIC ESTABLISHING A IEMPORARY VEGATAI1VE COVER WITH FAST :, ,c, ESTABLISHING A PERMANENT VEGETAI1VE COVER AS A IN... .I< 1-- Z IA. - vow OR STEEL POST. .6-- 4' MAX. O.C. -6.I GROWING SEEDINGS :•••g•'• . DISTURBED AREA __ 1-3- S' MAX. DC. -661 . '." . . . . . . """"N =C) Q . ''' •• . .-_ e•-■, • . • -. ....... , (...) ............••■*•*•■•••.nrovre***...••■•••••*.a . MULCHING RATES FOR PERMeottENT cOYat . ., 0 0- ,7- , • . . v-- A , . . . (...) 0 & 41, V‹ P K', . • ------ ' . . . , ,- Toe of . A \.-•(/, A ;,-a- ,... . • inlah Rate per acre Notes ' 25' MIN,:;,1 : ' 41 • , • . I r 28' ' - . ' OIDVEN WIRE . . MI • r / 1.1.1 . 1.111,t . Dry Straw 2 Tone Free of weed seed*. 0 • (n . .4,,..... ..............- i / 1 . l it 4. LL . ' • _______---- • ' - -: - - 18' MIN. ..----- L.,_..-. .' ,? ' Dry Hay 2.5 Tone Free of weed seeds. • < •• • - TRENCI4 ' I . . . . , , . I ,,,.:.,- ' . -- ---- - ,"' .„------ 4(..........,:„.....„... _________________-:,,, _____ - __ ilikillhic\\"..... ; V ' . . ' ili.,,. cs_ . . : . 1 ! 1.5' 141 i I I ... -it TRENCH. Li..1 tx Z o o -1 I 11111 , WOW 500 Lbs Slope Isis than 3/ 1 .I .. 0 w;='' .,, FRONT VIEW , _....1.1core _ I 4d7P __JJ-114.,. .\ : Ceffullose 1000 Lbe Illtei greater than ..<:.., , FRONT VIEW , 1 --, --c: - • . (f) . 3.ok , , • : WO A1 •-",0 I ;TYPE.A FABRIC (36") ITYPE C FABRIC (36') /i .01.-r-- , , ()? Wood 500 Lbs o i... - '. , • , Pulp Fiber 1000 Lbe IviSlaps groaless tt:anthon3/4:1 , . • . --- U MI : IUSEI WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT' IS STEEPER ' 0 . ' ...e-- 2- ..s ./,.. • Swim 3 Tons Containing mature . A) ON DEVELOPMENTS WHERE THE LIFE 131 THE PROJECT IS GREATER THAN UR EQUAL TO 6 MONTHS. ' 1THAN 34, ,•' . '-,a) WHERE THE SLOPE GRADIENT IS STEEPER THAN L . , ' Z---- Mid& FASTENERS FOR WOOD POST (WIRE STAPLES) ;NOTE, FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS. . - MOS, POST SIZE GAUGE I CROWN LEGS STAPLES/PI3STI , POST SIZE •4 12 MONTHS OR UNIN. ESTABLISHMENT OF FINISHED I • --..........., 1•••. • Pine Straw 3 Inchs thick For bedding. (\I ' ' MIN. LENGTH TYPE or POST S-IZE OF POST I L7 MIN. 3/4-' WIDE J/2" 1 ONG 5 MIN. . 1:1 KIX LENGTH ITYPE or POSTFSIZE EF POST GRADE OR PERMANENT VEGETATION . . 2 2 tn. : 0 APPLICABLE ON HIGHLY ERODIBLE OR SEVERELY ERODED or ea* Not for ending. • ,111111111ESIIII111111113112intlitinglivirmititza FASTENERS FOR WOOD POST (NAILS) 4' I STEEL 13 LR/FT. MIN. •SITE PREPARATION 0 I- t000 z 'MAN °AK RINFERIM GAUGE r LENGTH 14 NMI 1- 'BUTTON' HEADS NAIL/POST I 3/4w 4 NItt , - . • . * GRADING AND SHAPING . ' . , . AREAS, SOMETIMES CAU.ED NCRMCAL AREAS* INCL.UDING: • . . See DOT specs. U$ on elope In • cv - o z 6 , FENCE * SEEDBED PREPARKTION ; • ditches, or dry i3 AIME*FILTER FABRIC MAY ALSO BE ATTACHED TO THE FOST BY VIRE, CURD,AND POCKETS, : FENCE ' -: TENSILE STREGTH ELONGATION AUS (APPARENT FLDV RATE ULTRAVIOLET STABILITY(2) BURSTING STREGTH MIN. FABRIC WIDTH • APPLY LIME AND FERTIUZER • . * CUT OR FILL SLOPES * BERMS Bbvelturntedkious' roving waterways. 6 CD i:i . TENSILE STREGTH ELONGATION ADS (APPARENT MOH'RATE IA.TRAVIOLET STABILITY(2) BURSTING STREGTH MX FABRIC WIDTH: 1 (LBS. HBO (I) (MAX.) OPENING SIZE) (GALJNINAQ. FD (AST/4 D-4632 AFTER (PSI MIN.) ONCI-ES) . • . . C •• (1,) ' . * PLANT SEEDING. SELECT SPECIES BY SEASON . • 1. Mulching is not required for temporary grassIng. c -....43 6. 2 ""() (LB . MIN.) o) 0:14Ax.) OFIREDG SIZE, CGALINGRISIL Ftvl OWN U-4632 AFTER (PSI RIM) MEWS) : i CASTH 13-463E> ViSTH B-453E, (HAXivSIEVE MD GIBT-87, 3C0 HELMS WEATHERING IAS/14 D-37136 DIAPHRAGM • EARTH SPILLWAYS * ROADSIDES , (AS1M D-4632) <ASTH 11-4632, (MAX. SIEVE SIZE> ( DT-87) 301) HCURS WEATHERING (ASTH D-3786 DIAPHRAGM i (ASTH D-4751) IN ACCORDANCE WITH DuRsTiNG STRENGTH * APPLY MULCHING MAIERIAL. IF NEEDED . . , 2. Mulch shall be applied to cover 75 % of the soli surface. 0 ° ° yam D-476)..) IN ACCORDANCE WITH BURSTING STRENGTH i ASTN D-4355) , TESTER) . * BORROW AREAS * SPOIL AREAS 3. Sod dose not require mulch. ..., w -o -a 4-.) f) • • IRRIGATE IF NEEDED BUT NOT AT RATE TO • . - ---------- • • . ASTN G-4320) TESTER) . ', 1 VARP-a60 40 430 . 70 . 80 175 36 CAUSE EROSION • . VARP-120 40 430 25 80 175 36 ', FILI -180 • * CHANNEL. BANKS * GULUED LANDS • - shoe' EN. ROLL AVERAGE OF rivE SPEC:RENS. ' , () NA RILL AVERAGE IF FIVE SPECIMENS. • (2)PERCENT OF REQUIRED DOTI& ION. TENSILE STRENGTH. Disturl;fed Area Stabilization Ds2 - Disturbed Arci Stabilization Zs i (2)PERCENT OF REQUIRED Iti/T1AL MN. TENSILE STRENG114. , _ , - S .0. Bu i_T .1. . (With Permanent Vegetation) C 13 SILT FENCE Sdl -A SILT FENCE sdl_D (With Temporary Seedings) ' ' . ' 2102007 . r • 14 of 14 _._._____*__ _______________ ___ ____ -_ ____.__________ _._ .J. _ * . . . •,. ‘ ,,