Midwestern Engineers, Inc. Plan Preview

0 �' 0 w' 0 �s I <o ID o" 0 ' '8 •• NO A o- ' " - " � 0� ,o · "' � ' �� :rl : -� 0 .. £� < 0 :,, " - A zZ al o -, � oo ,< O\! aN -c s " <o 11 11 I I DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTER PLANTING AND STAKING. KEEP ANY PRUNING TO A MINIMUM. SPECIFIED TREE STRAP COLLAR, DO NOT TWIST. 14 GUAGE GALV. WIRE WITH 1/2" 0 X 18" WHITE PVC PIPE ON WIRE STAPLE WIRE TO POST TO PREVENT THE WIRE FROM SLIPPING. INSTALL AT PROPER HEIGHT AS SHOWN. ONE WOOD STAKE/POST 6/8/10' IN HEIGHT, DEPENDANT ON TREE SIZE. DRIVE 24" INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT DO NOT PENETRATE ROOT BALL WITH POST. PLACE POST IN LINE WITH PREVILING WIND ON WINDWOOD SIDE. PLANT TREE 1" ABOVE FINISHED GRADE, ENSURE THAT TOP OF ROOT FLARE IS VISIBLE APPLY ORGANIC MULCH AROUND TREE TO A MINIMUM OF 3' RADIUS FROM TRUNK, FORMING A RING TO A DEPTH OF 4". DO NOT PILE MULCH AROUND TREE TRUNK AND NO MORE THAN 1" DEEP ON TOP OF ROOT BALL. �-BLACK VINYL ROUND END & POST TOP RAIL TIE CORNER POST r CHAIN LINK FABRIC, TOP SELVAGE TWISTED #9 GAUGE WIRE MESH FABRIC w/BLACK VINYL 1.66" [42.2MM] (1 5/8") • OD BRACE RAIL BOTIOM SELVAGE KNUCKLED TURNBUCKLE TENSION BAR ADJUSTABLE TRUSS ROD 1-- - - - 1 o· -o" MAX SPACING -------1 � 12" - 45· B/W ARM BLACK VINYL LINE POST (ROUND OR LINE POST TIE CONG. TYPICAL BLACK VINYL ROUND END & CORNER POS 1 66" [42.2MM] (1 5/8") OD TOP RAIL • ·- • 4 8 " 93" • . . / / 1 1 FENCE SECTION ELEVATION - ROUND END POSTS ·- 2" HIGH WATER BASIN WITH MULCH OR SOIL, TYP. REMOVE BASIN UPON SODDING IN IRRIGATED AREA • . ·- BACKFILL HOLE WITH EXCAVATED NATIVE SOIL. COMPOST AND MYCORRHIZAE SHOULD BE ADDED TO AMEND SOIL. (DEPENDING ON SITE CONDITIONS.) BLACK VINYL CHAINLINK FENCE DETAIL REMOVE ALL BURLAP, TWINE & WIRE FROM ROOT BALL. REMOVE TREE BASKET OR CONTAINER. REMOVE ANY NURSERY STAKES. INITIAL STABILIZING BACKFILL TO 1/3 DEPTH, LIGHTLY COMPACTED NATIVE SOIL AROUND ROOT BALL TO STABILIZE.. 3x SIZE OF ROOT BALL SET ROOT BALL ON UNDISTURBED SUBGRADE TO PREVENT SETILING. DO NOT COMPACT SUBGRADE NOTE: • NEED FOR ADDITIONAL POSTS DEPENDANT ON SITE LOCATION AND SIZE OF TREE • REMOVE POST AFTER ONE: GROWING SEASON • WOOD MULCH ONLY. NO ROCK OR INORGANIC MULCH LIKE RUBBER OR PLASTICS <J:=i PREVAILING WIND DIRECTION GUYING DETAIL CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE CONCRETE (QLLAR POURED AROUND {bEANOUt COVER {3500 Psi) 15 iri' tfl1W tisF 7631 OR EQUAL CAST iii.ON ctEANOUT FRAMt AND IJO INSTALLED OR. UT I " lm' APPROVED EQUAL FLUSH WITH F INISHED SURFACE SEE PAVEMENT EXISTING GRADE R.EPlACEMENT i'i.ii.QUIREMENTS KOR.-N•SEAL No. S406·iO AWS� ,'-�--- .<.� _ _ _ "WITH 10 1/4"BANfl ·1 --------- PV C ptpi; HYMAX DRESS GOUPL.iNG DR FUTURE OR EX!ST!NG l APPROVED EQUAL 6" SANITARY t.ATERAL 0 ,' I --- I ---,i--- y I i Ii r I I Ii PVC PiPI: WYE SEE !IAtKFill AND BEDDING f;IEQUIREMENTS SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN.) SLOPE --- I I y I FITTURE oR EXISTING (," SANITARY LATERAL 15 1/J" IO 1/4' NOTTO SCALE us� 7631 OR UtHJn APPROVED EQUAL CAST IRONdEANOut �RAME AND blD INSTAlLECI FLUSH WITH FINISHED SURFP..CE EXISTING GRADE PVC FEMALE CLEANOUT ADAPTER WrfH INVERTED NUT SCREW CAP OR FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S406'10 AW5" � WITH 10 1/4" BAND PVC i>IPE SEE BACKFill. AND BEDDING REQU!REMENTS 45 ° BEND PVC PIPE WYE SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN.} SLOPE �-,onoM�-_JL�ECTION 'A-A' �----------------Lr---���----- - -----� SEWER CUSTOMER'S PROPERTY EASEMENT OR RJGHT-OF·-WAY ----'\,--------�------====��-------'\ FUTURE OR EXlSTING SANITARY LATERAL 1 (WHEN INLINE LAYOUT REQ'D) I ________ \ I I y I INSTAli l/2" PERFORMED JOJNT MATERIAL AROONDCASTING A L ___ ., ,;1',.. •h. -· �· --J........... - ·, --, EASEMENT, RJGHT·OF-WAY OR PROPERTY LINE CAST IRON CLfANOUT FRAME AND LID WYE CONCRETE 45 ° BEND COUAR 24' PLAN VIEW SEWER LATERAL A ___J BOTIOM OF TRENG-i/ SECTION 'A-A' SEWER ----'\,--'"-ST_o_Me_,_· s_e s_o_"_'" --+-- - - ----' EAS = EM "' E " No '-- O "-'"-'=' G""T'--- o " e -'- W'--''--' - ------ FUTURE OR EXISTING SANITARY LATERAL (WHEN INLINE LAYOUT REQ"D) ..-.,----------- 1 I y I '----------- INSTALL 1/2" PERFORMED JOINT AROUND CASTING _j EASEMENT, RIGHT-OF-WAY OR/ '. I A PROPERTY LlNE t ___ CAST IRON CLEANOUT FRAME AND LID PLAN VIEW SEWER LATERAL A t SANITARY CLEAN OUT IN PAVED AREA SANITARY CLEAN OUT IN UNPAVED AREA NOTTO SCALE NOTTO SCALE CENTERLINE OF MAIN SEWER LJNE MAIN SEWER LINE PIPING PLAN VIEW REFER to 1 CLEANOUT DETAILS I FINAL GRADE MARKER POLE WITH---- -- J #5 REBAR SERVICE RESTORATION (PER SPEOFICAT!ONS} CENTERLINE OF MAIN SEWER LINE 45 ° BEND MAIN SEWER LINE (SEE SANITARY SE'.NER BACKFILL ANO BEDDING DETAIL) PIPING ELEVATION VIEW L NORMAL LATERAL SlOPE IS 4"@ 1/4" PER FOOT, MINIMUM LATERAL SLOP6 IS 6"@ 1/8'' PER FOOT. 2. MINIMUM COVER iS 3 Fl:Ef OVER P!Pf, j. AbomONAL tLEANOUT REQUIRED AT RIGHT-OF-WAY WHERE LATERAL Gfl.6s5ES ROADWAY, 4. MINIMUM lAtERAL sii.E FROM sEWER MAIN tQ PROPERTY LlNE ClEANOUT is 6". 5. WITH SEWER uiiUT'/ APPROVAL, DEEi> SEWER SLANT STA(!( MAY SE lNSTALLED; MAY REQUIRE ADDffiONAL EAsEMENt. IF CONNEcnNG TO EXISTING LINE, HYMAX COUPLING OR EQUAL REQUIRED, TEMPORARY FACTORY CAf:I REQUIRED AT Pi'i.OPERfV LINE. FUTURE SANITARY LATERAL �1 CONTRACTOR SHAU. PROVIDE "AS-BUILT'" SERVICE CONNECTION TIE DOWN MEASUREMENTS TO TJ-1E OWNER, ENGINEER, AND PROPERTY OWNER, LATERAL CONNECTION LESS THAN 5' NOTTO SCALE " / RJ5IqENCE TO BE CONNECTED TO PUBUC SEWER , ' , (!N-IJN�,l'.AYQUT) SANITARY LATERAL ·, CLEANOUT (PER STANDARD DETAIL) w w � SANITARY LATERAL 4" DIA. (MIN.) OR 6" DIA. ;;; @ MIN. 1/8" PER FOOT OR 1.0% SLOPE ,: INSTALL PER PLUMBING CODE CLEANOUT REQUIRED AT ALL BENDS AND EVERY 100' ON STRAIGHT RUNS (PER STANDARD DETAIL) · ,; ; . '• ·. ··�·;. iii CLEANOUT REQUIRED AT EASEMENT OR PROPERTY LINES (PER STANDARD DETAIL) - - - - - - - BENDS AS REQ'D----H WYE CONNECTION CONCRETE COLLAR (ONLY REQUIRED IN PAVED AREAS) CONCRETE COLLAR (ONLY REQUIRED IN PAVED AREAS) CONCRETE COLLAR (ONLY REQUIRED IN PAVED AREAS) ------=------- '-.....pusuc UTILITY EASEMENT OR PROPERTY UNE / EXISTING SANITARY SEWER _/ _ _____ --.J\r-FLOW DIRECTION NOTE: 1. SEE STANDARD SANITARY CLEANOUT DETAILS . LATERAL SEWER CONNECTION DETAIL NOTTO SCALE CENTERLlNE OF MAIN SEWER LIN� MAIN SEWER UNE PIPING PLAN VIEW REFER TO I CLEANOUT DETAILS I ANAL GRADE MARKER POLE \.VITl1------ . .J #5 REBAR SERV!CE RESTORATION (PER SPECIFlCATIONS) ! ( CENTERLINE OF MAlN I SEWER UNE I SEWER LATERAL--/ 4S 0 WYE CONNECTIONS 45 ° BEND SLOPE@ I% PER EWSU APPROVAL 4S 0 - 60 ° (UNLESS OTHERWISE DIRECTED) NOTEt ,. j_ •• ,. ,. NbRMAL LA'fi:RAb SLQpij is 4"@ 1/4" P�R Foot, MINfMuM LATERAL SWPE !S 5"@ 1/8" PER FOOT. MINIMUM rnv't':R is j FEET OVER �iPE. ADOtriONAL Gl�N6vt REQUIRED AT ITTGK'Mf:,wAY WHERE LATER.Al CROSSES ROADWA'f. MINIMUM bAffllAL S!zi;: FROM SEWER MAIN To PRO?ERTY LINE tLEANOvf JS 6"'. WITH SEWER UTil.m' AP�ROVAL, DEE� S�WER SLANT SfAd( MAY BE INS"fAbliH>: MAY REQUiRE ADDttiONAL EAS!iMENT. IF CONNEC'nNG fO EXISTING UN!:, HYMAX COUPLING OR EQUAL REQUIRED, fEMPORARY FACiOR'I' tAII �EQU!RED Af PROPERTY bJNE. FunJiH; SANITARY LATERAL 1 --tj2)::;::=...::_::=::_---WHEN TRANSITIONING FROM C·900 PVC SEWER MAIN TO SDR-2.6 PVC LATERAL USE THE "SPEOFlED" BRAND FITTING {OR APPROVED EQUAL OTHERWISE USE SOR-26 PVC FITTING) MAIN SEWER LINE (SEE SANITARY SEWER BACKFlUAND BEDDING DETAIL) PIPING ELEVATION VIEW CONTRACTOR SHAUPROVIDE '"AS-BUILT'' SERVICE CONNEcnON TIE DOWN MEASUREMENTS TO Tl1E OWNER, ENGINEER, AND PROPERTY OWNER. LATERAL CONNECTION MORE THAN 5' NOT TO SCALE TYPICAL DETAILS RE:VlSIONS C 2024 Midwestern Engineer�. lnc 802 West Bro.idway Street P.O. Box 295 Loogoo!ce. lnrliaoa47553 DATE APRIL 2024 DESIGN TMK DRAWN DRKi'.MKW Q.C. CHECK CWR PROJECT NUMBER 2022115-00 8 8 OF 20 I Fll.£ NUMBER 43470 "' ., I Do Not Use Plan Previews for Take Off