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HomeMy WebLinkAboutCOM2025-00116 - COM CD Environmental Health Review - 2/3/2026 Sac - - - ctvQ5--Isz , a Cc:rY, aoa.r� - .;-_ .c, ,,(_O NOT AN APPROVED SEPTIC DESIGN LEGEND Must use SING 2026-00017 for septic installation eo/N'p 7 •,'e N:708485.64 02 1 PROPERTY ONE EXISTING _ E:996099.07 E'%1 \. ——— L / -1 ,:.cc,...,,...,-c j HEAVY DUTY ASPHALT PAVEMENT 01 SEPTIC SYSTEM GENERAL NOTE , H J-T,¢ ���t���[�"' H, . THE SEPTC SYSTEM LAYOUT AND PIPING SHOWN HEREON WERE / 'f t� � .° NEDNIM WiY ASPHALT PAVF]A'_N7 021 DESIGNED BY OTHERS AND ARE PROVIDED FOR REFERENCE ONLY.THE f - q0 CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE DESIGN SIZING, EH APPROVED V • �� OR INSTALLATION OF THE SEPTIC SYSTEM.THE CONTRACTOR SHALL KqM . x IS'V' �� ,Z ON WALK I POTHOLE AT TiE FINAL CONNECTION LOCATION TO VERIFY ELEVATIONS AND ALIGNMENT AND SHALL PROVIDE ALL FITTNGS,MATERIALS,AND Rhonda Thompson 02/03/2026 TO COMPLETE APPURTENANCES NECESSARY THE FINAL CONNECTION. G°' 4I 04 N.D.CONCRETE INSTALLATION 6 THE SEP'IC SYSTEM SHALL BE PERFORMED IN FULL / / r � `A 4� _ 'Lr�l COMPUANCE WITH THE APPROVED SEPTIC PERMIT SWC2026-00017, t° M - x xl",. ` INCLUDING ALL APPLICABLE HEALTH DEPARTMENT AND REGULATORY �1af (�' h Arrt P:'' 7 STALLS®9= .i LANDSCAPING REWWENENTS. ././7,`. F'" 63 +- - Y (---05.) f. - CAST-IN-PLACE CONCRETE CURB EH Setbacks #~� ` _ WHEEL STOP(1-2) �, A.) Drainfield/Reserve requires 10'setback from footing/foundations • f"tII i p� KEY B.)Septic tank(s)requires 5'setback from all footing/foundations o ;,,-.-• _ .._. .__ „AA;'''._ @8._.. ZZ _r_oi. x FENCING,SEE KEY NOTE 7 C.)No foundation/Perimeter Drains within 30ft,downgradient of �` )6 �� -: . CLEANWT 4 o Drainfield/Reserve area < x -1 aa`?.T ` SEPTIC SYSTA FORCEMAIN PIPING D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within tx SEE SEPTIC SYSTEM GENERAL NOT M 0 50ft,down gradient of Drainfield/Reserve area / Vj= GENERAL NOTES A s B S Si E.)Use approved mitigation from section C1-9 of the department of s rE 9 \ SCE SHEET COW AND coaz FOR PRO ECT ROIL REwM EM NIs. a ecology's"Criteria For Sewage Works Design,"when sewer ' 7v, - - - ER , 2. DIMENSIONS ARE AT EDGE OF PAVEMENT/CONCRETE WALK, transport lines are within 10ft of water supply lines. 7y - t CORNER O TIDING OR FACE OF CURB-UNLESS NOTED F' bP Z. .i - . ' °• ;, . 4• _.,, `. IT - 4 - oTHERMSE.� - V./ '. Z. Pa / E.1 ° F S..`, u`P E , 111 °A 3. NORTH (N)AND EASINGS(E)ARE AT BUILDING CORNERS OR A��• 1: i - '�-q- EDGE OF PROPOSED PAVEMENT. 'AVL.• r�h -/g j OPOSED UlTUTT GRATES AND VERS AS PO • a 4. NE FINISH GRADTOOMD CH 1HE CROSS SSS SL SLOPE D OTC RP MOUND O�bF� } x H G ,, �i. . UBUTY GRATES AND COV9E. N:708363.41 •' 0. OSED E 996013.78 - 2 5. ALL PAVEMENT MARKINGS SHALL BE PANT APPLIED IN TWO(2) N I >3, APPLICATIONS.THE TIME PERIOD BETWEEN APPLICAPONS SHALL S / .p ,' , BE IN ACCORDANCE MTH WSDOT SPECIFICATION SECTION 8-22.3. AsHmomm i- • • • 1 09 —�° � `' 6. FOR AL'_UI 0 ARFAI TO BE SUFff AC W17N IANOSCMWG,/ © ti - THE CONTRACTOR SHALL AMEND THE IN ACCORDANCE W'7V1 BMP/J 7513 SEE DETAIL II/C2.01 AND THE LANDSCAPE PLANS. : \ _ R=4' _. 7. THE SE➢TIC SYSTEM IAYWT AND PIPING SHOWN HEREON WEREY '�7, " DESIGNED BY O1HER5 AND PF'PROVIDED I R7Er✓ENLE C41\ 31NE CML ENGINEER ASSI:MES NO RESPONSIBILITT FOR THE R=2 CONTR SONG.AL IP THLE AT TOFH HE SEPTIC SYSTEM. HE T -AT TQ 4. , LCN7RANi RTO SHALL VERIFYPELEVATCBVS AND AUCNME FINAL NiHAIDOSHALL -- OC 708289.89 PROPOSED TYP. 8 PROVIDE ALL OTTINGS,MATERIALS,ANC APPURTENANCES A ¢.iE.9959R227 SHOP BUILDING 03 `\ 1 NECESSARY TO C COMP_ETE THE FINAL CONNECTION.INSTAL_APON1054 -.. CONPLANCERTMTH THE APPROVED SEPTTC PERMIT SWC2026-00017.90 X 125' T /. I R=4' NCLUDIVG ALL APP CAB E HEA H DEPPR NENT ANO� , REGULATORY REQUIREMENTSR o II! ` KEYNOTES ELIIi03.I:Lt. < Q29. // 2( ) I j I t r ].l J ASPHALT PAVEMENT,PINT PER DETAIL O$/C2.01 9 , 02 v'i1• ppis I 1 - e, 4"HIDE WTN7E PAINT,SEE OB/C2C1( ) � CAST-IN-PLACE CONCRETE CURB PER DETAIL O6/C201.TYP. I zLi - „ 8 � yr ;i61i I PAVEMENT IS 70 EOCE OF E%ISnNG..'� lS, " . 6 IO ., ,-:F 62,_ O __ ++-' STALL LAT PER DETAIL O6/C301m ' r CO Z •EXISTING FIRE HYDRANT �� OI ','•-•. ® .. •�\/. .rn _-- IO F3..s" 4 EV CHARGING ,EV CHARGING STATION/1 EV-READY PAD)S .. _ r -n 4• COORD.MIT ELECTRICAL W ¢ Mo / � ,' ,' . .� a M�nT e.' Z a a / 2 ] CHAIN LINK FENCE Z 7 W �' \�.\,�i "el O", • IN-KIND WITH EXISTING w U' VM FY y,. ET , I - J SEPTIC GRAINFIELD �8 CONCRETE Q o '��� RESERVE AREA v 0. WHEEL 570E PER DETAIL 12/C2.0,. It.I N LAI (A 2 far ''V •• L M<..,.. nF EPTIC CLEANWi r d E hi I START/MATCH `( �` 201 ''�': Q ' / 2 COMPARTMENT TRAFFIC RATED WITH PUMP IN 240 EXISTING �`�' r.+a'' �EF,-,...., ID CHAMBER(IN PARKING AREA).SEE GENERAL NOTE 4. a ,F, P' 1 �.`� 2.01 R=4' i B -: --- 1 02 \lV y c°`` ' 11 AUDIO-VISUAL ALARM CONTROL PANEL 1 / EXISTING FENCE R=24' ,pper ' '0RI.P . _ 11�yy� (TO REMAIN) V / V7 ti�Y Z 2 \ • , - - OS '��\. \ I 4 STALLS O 9'=36' r 4 3 EXISTING GATE -r ,1.1,''..,38� . • R 4 (TO REMAIN) EXISTING FENCE /// Q Z 9 :�. ( ) (TO REMAIN) J •B i Q O J \ _ — ` .. EXISTING CAR PORT hM:.a"In 8A IfJ (APPROX.LOCATION SHOWN) ''rtrt Z W 1 V rV 4 {Iw7 \,"x�,f1A 3k,k,'FIR .. _..... .x. _.. ... _ _ n 1 .t�5 LL rY -- __ _ _ _ __ __ __ PAVING TE TG EDGE OF EXISTING m 3 o :T __ ��+'�yM0 p,m.S-WAir — — —— _ __ _CONCRETE AT CAR PORT SLAB.... N Q �" 1 nLwll 0 y s •:�" 6- 1G'- (PPoVATE) ... O K IL 7 Cc f wrFTF, 3W a x 4} ( aw a I CO A O NORTH O2.00 SITE SURFACING AND LAYOUT PLAN HORIZONTAL SCALE:r-z0' i GALE:,"=2TI Call 811 PR�CT 2D D 20 ID NO MM two business days I before you dig 20865