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HomeMy WebLinkAboutPG178Crawford Desi n Com an © Co right 2015 g Is y py r All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation. Notes: 1. Septic tank shall be H-20 bridge loading traffic rated 2. All concrete to be 3000 psi. 3. Manhole rings &covers shall be raised 6 -inches above finished grade in - areas not covered with asphalt, concrete or other impermeable surface I Threaded Plug material. Anti Flotation 24" 0 Cast Iron Manhole III —III III III — III III—) m o' Grade (see and note 3) Brought _ — —1 C Soil Not Col - 8' Grout In Do Not Compact Class I or I j III .111 III III F IIIT Cover _ Litter (tyP) III III —III I11-111--111— to I III � _ —II III IIL II III 111=III —III / (tyP) Finish Grade —-\ \\ \: \ • `. •..:. Place III - = 4 PVC Inspection Pipe //// ,/ , Brought to Surface io \Xi/�///x�� .. \XXxx//�X� �x\ •. , . ' Litter (tYP) . • . • - . ` "• a 3' Vent = //�/,//�/ /� j ; / Existing ° Air Spam _ Note:\\/��i\�/\� .�•,\� \��\�. Grade �s .1111 - _ —4" Divider w/Riser _ ' �� ' 3- Sewer Line I - Provide 3•x4" Reducer to Transition from �, _ 4' Perforated o _ • __ (locate Tee at 3" Supply Line to 4" Divider Tee with 5R Drain Pipe - 24 0 Cast Iron Manhole . Sewer Line Out Midpoint of Lateral) - — ( — A Rin and Cover-Brou ht Separation. 9 9 ' A I ® P O 1 III 11111111111 to Grade (see note 3) - - •� L .P... Lifter (tYP) 4" Perforated - - - PI . 1' 0 Butyl Rubber 8" Sch. 40 PVC _ (tyP) --_ _ - III -1 i I -III I l i -III I i I -IIIF t I-IIIT ` °6"Thick Baffle Wall --,Knockout Sealant in Joint (typ.) 6'Thick Sanitary Sewer III= III= = _ _ I I I-1 - - II Cross and Pipe Baffle Wall - III—III . —.III—III 11 11 1 ' I I I •- G d tone Backfill 314" to (w/five 6'00penings) 18' (tyP,) _ '`- with Cleanout III III— = 1— — —� rude S = = T= = = 1 2 1/2 Gradation Washed Stone _ — — — — —IIIIII—III - A i FI ion — I olat I I III IIIIIIIII—III—I I T Compacte °• ° Lifter (ty t) — - Earthen Dam p m _ General notes: _ .. ... StoneEnvelope-// 6• - (� _� �. LII— —� III— III _—III 3, 1. Cap end of all distribution lines. 8" 0 x 4' Knockout (tip.) III— Slope Pi Only m this Section 2. Install 10 -inches of Gass I or 11 cover distributed uniformly over entire disposal field. 18' P y, 3. Provide temporary& permanent seeding per specifications. NCDOT f157 Compacts A i -Flotation Sub -Grade M Washed Slone PLAN VIEW SECTION A -A 1 SEPTIC TANK SEPTIC SYSTEM FLOW DIVIDER TEE g SEPTIC SYSTEM NITRIFICATION TRENCH 2 NOT TO SC E NOTT0 I PERVIOUS AREA SCENARIO IMPERVIOUS AREA SCENARIO Fin. Grad J. rile • aI —III, �lv Concrete Protection Ring Impervious Am (Concrete) Impervious Area Cleanout Stack o Inverted Brass Ca (Asphalt Pvmt) Flush wl Surface Cleanout Stade Compacite Sub -Grade =VIII �I —III= 1/4" Per Foot= Slope Min III III T � .y R1 fifieM — - ndiana Seal Cap (SC400) —I I I 1 1 orApproved Equal Coupling or Approved Equal PROFILE VIEW NTS General Notes: 1. PVC pipe shall conform to ASTM specifications D-3034 SDR -35 unless otherwise specified. 2. All pipe fittings shall be as noted on plans. 3. All cast iron pipe and fittings shall be cast iron soil pipe service weight or ductile iron unless otherwise specified. 4. All connections shall have rubber gasket seal installed. 5. Installation other than as shown must be approved by designer. 6. Slope and depth of the service lateral shall be determined by the topography and as noted on plans. 7. Cleanout stack to be buried to a depth of 2.5-f1 minimum or 6-8 maximum unless otherwise specked. 8. Cleanouts in areas of pavement, concrete, or otherwise impervious material, Contractor shall install an inverted brass cap which shall be flush with the finish grade. 9. Cleanouts in areas of grassed, mulched, or otherwise open pervious material shall be installed with a concrete protection ring flush with the finish grade. TYPICAL CLEANOUT - SANITARY SEWER SYSTEM 5 NOT USED 6 NOT USED 7 NOT USED 4 NOT TO SCA E I I I 1 I, g NOT USED g NOT USED 10 NOT USED 11 NOT USED THOMAS GOETZ ARCHITECT, PA 1220 FORT BRAGG ROAD SUITE 200A P.O. BOX 53928 FAYETfEVILLE, NC 28305 TEL: (910)485-3000 EMAIL: goetzarchitect@earhlink.net Cm II LANDSCAPE ARCHITECTURE ENGINEERING PLANNING Landscape Architecture , Fayetevikle, NC Civil Engineering * Southern Pines, NC 116N Coal SprinI Fayetteville, NC 28301 V -ce 910-221 0033 Fax 910 221-0035 co w v a w t o r d d s a c o ra UNION UNITED METHODIST CHURCH 2212 NURSERY ROAD LILLINGTON, NORTH CAROLINA MULTI-PURPOSE BUILDING SHEET TITLE DETAILS DRAWINGS, SPECIFICATIONS AND DESIGN ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE ARCHITECT RETAINS ALL RESERVED RIGHTS, INCLUDING COPYRIGHTS THERETO. THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED OR MODIFIED BY THE PROJECT OWNER OR ANY OTHER PARTY FOR OTHER PROJECTS, ADDITIONS TO THIS PROJECT, OR FOR COMPLETION OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. DRAWINGS MAY NOT BE REPRODUCED OR DIGITALLY STORED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. ADA AND LEGAL DISCLAIMER THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE AMERICANS WITH DISABILITIES ACT (ADA) OR OTHER LAWS. ARCHITECTS AND ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS. THE OWNER SHOULD HAVE THIS DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMITE IF IT COMPLIES WITH ADA AND OTHER LAWS JOB CODE: 00000000 DRAWN BY: FDW CHECKED BY: KSL REVISION: SHEET NO. C5,4 DATE: MARCH 14, 2012