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HomeMy WebLinkAboutZON2016-00042 Site PlanEXISTING SURFACE WATER DITCH EXISTING \ EDGE OF 6 CULVERTS \ C� EXISTING \ \ \ EXISTING RESIDENCE PAVEMENT \(3380 PARRADISE BAY + o LEGEND EXISTING CONC. 5 f1� -` , \ \ FOUND REBAR SEE LEGEND ON SHEET 1 BSC Lb4RDS - STUMP IN CONCRETE - ' STUMP s SF EXISTING \ 60',. 1 EXISTING VALVE ~' � �,.. _ -�� _ _Y�rF- O 4 `\+ ' � BRIDGE 6 rt' h STUMP .7 \ CEDAR EXISTING ESI HED / G STUMP FIRE 4- �� \ \ I r �+ HYDRANT \ - \ ;=�, s' \ NON -FISH HABITAT \ _' ? I • 610011 '� 7" i '�y / STREAM (PER FIRE PIT EXISTING WATER \ 12 % r _ �u \COUNTY WEB SITE) \ I M����• d��� LICENSED DESIGNER LINE (PER UTILITY LOCATE) \ \�22 {{'� r r I.G © �° + \ 2 \ o EXPIRES 0$/18/18 f� ' \ CEDAR �y EXISTING CULVERT \�r', , f� F ` \ \ FOUND © \ 0 i SURVEY c NOTE: MARKER IBM 5 �\ CEDAR ' , o THIS IS A PLANNING DOCUMENT ONLY EDGES OF EXISTING `r , ` E) TING,' ' -M-T FOR CONSMT7QN QAI GRAVEL ROAD ti \ ` _1EE=C PERMIT flEGK EX) TING \ EXISTING IE HF�VL HISEPARTAf�N� a EXISTING BRIDGE 70" BY EXISTING STORMWATER PARKIAtG AE SIC i ti LOT 14 DITCH (DOES NOT APPEAR \ , rC I EXISTING ` TO FLOW WATER) 71- SHED ' IBM 4 EXISTING STORMWATER DITCHES EXISTING/ METER 2�'op EXISTING \ ^ \ X77 RESIDENCE(41 PINE WAY EXISTING WATER LINE J�,®meq ) 1 CEDAR \ \ 4T' ' _ =' (PER UTILITY LOCATE) �(FOUND ' 1 b \ ry �}` ,/ ALL MS MUST .i MARKT ` CEDAR 3a \ t N 158 14 CONSTRUCTION r�, \ EXISTING �"" 1 5�'y2 � \ 1 66 cpm \ CULVERT fr \ / SPLICE EXISTING— -' i' o SEP11C RESERVE AREA NOTE r' � 50 \ GRAVEL �" \ IN \ /' \ �' ALL, ARQS OF- [ktC PFS P iY N T c R NT Y \ DRIVEWAY \IBM 3. \ r \ ENCUMBERF BY x'I;jMT G PHYSICAL_ LdM-MAQL \ \ FEATf/RU(REr�}ENCE DRIVEWAY f ONt 4F7 - WAI �S EXISTING c1 SLABS. ETC,) SHALL B RE51RVEo & PROTECTED EXISTING CULVERT \ \ EXISTING 30 9„ \ r, i \ A� RESERVE sFPr1r sYsrr• REAfi POWER GRAVE 4 I - POLE \ DRIVEWA - M 7 :l 18- - - - \ 20 ha 14 10 1 / ` �0 �� ^ 79 -- CEDAR \ TANK DEPTH NOTE '^~� \ DUE TO THE SHALLOW DEPTH TO GROUNDWATER, ALL EXISTING STORMWATER DITCH (DOES16" \ ' I T$ OT 1 0 TANKS MUST BE PLACED AS SHALLOW AS POSSIBLE LA NOT APPEAR TO FLOW WATER) X o "C)R\ / 1 INSTALL TOP OF TANKS NO MORE THAN 12 INCHES x QAC` y' , BELOW GRADE, IDEALLY INSTALL INLET AND OUTLET EXISTING FENCE ,c r th m �' � � PIPES NO MORE THAN 12 INCHES BELOW GRADE. /'30 CI ALL TBM'S MUST 6E PRE,5ERI/ED �M _ \ / \ 30 N 12��8 osr w � 1 EXISTING THROUGH C(]MPLETION OF-- ` \ 132 \ SHED CONSTRUCTION '� IBM 1 0 �6 �]$ I EXISTINGRGE FENCE EXISTING 3 ri�TUMP 1 910" ; \ ` STORM_ WATER I i� \ EXISTING 0 20 July 12, 2016 10.•07:09 a.m, `` !-- CULVERT P Drawing: ARDOIN 984000410.DWG.0WG DI77 \ \ SEP13-00059) \1 CD CREATIVE DESIGN SOLUTIONS, INC. 2016 DITCH r� FQUN SURVEY MARKER \ SCALE IN FEET REVISION DATE SEPTIC SYSTEM, PARCEL ('9840004 1 Q. 4 iCREATIVE DESIGN SOLUTIONS 4tElAD �, Septic System Designs, Permits p8 Ins ections DRAWN BY: MICHAEL S. DEENEY S/ TE PLAN V P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362 SHEET 2 OF 8 DATE: 7112116 FOR: CHR/ST/NE ARDO/N ,a '7 2" 22(28- 1E) (Ds (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM lefFersoln County Environmental Health EXISTING SURFACE f WATER DITCH EXISTING NOTE, USE WATERTIGHT COUPLINGS AS RECOMMENDED CULVERTS BY PIPE MANUFACTURER. SEAL EXTERIOR OF THIS IS A PLANNING DOCUMENT ONLY PIPE JOINTS WITH BENTONITE. EXISTING CULVERT. REMOVE ORGANICS NOT FOR CONSTRU+G'TI IV UNTIL AND PLACE COMPACTED SANDY LOAM �S 'PW PERMIT IS APPRQVED SOIL TO EXISTING ADJOINING GRADE BY THE" HEALTH DEPARTM NT EDGE OF EXISTING PAVEMENT c9 0 Q0`�_ I INSTALL CULVERT. SAME SIZE AS EXISTING CULVERTS - 6j—, USE WA TE lGHT COUP GS AS REC ENDED BY PIP ANUFACTURER. SEAL EXTERIOR OF / PIPE JOINTS WITH BENTONITE. July 12, 2016 10.•07:09 a.m. Drawing: ARDOIN 984000410.DWG.DWG C) CREATIVE DESIGN SOLUTIONS, INC. 2016 66 STUMP 61.7" i ALL TBM'S•`MUST BE PRESERf�En T! 1ROUQU COMPLETiCJ1M.QF 1 CONSO+' TION �r BM 2 1.2 '922- r 61.6 �4 REMOVE `•9 CEDAR CLUSTER —� LEGEND SEE LEGEND ON SHEET 1 —x _x_ INSTALL x— INSTALL 1,000_ GALLON P.C. /Cc, SP4TEER BOX, v 0 3' MIN INSTALL CULVERT. SSAC AME SIZE WITH Exf5r1NG CULVERTS- LQ MKSOIL TO 0 COMPACTED pDJOINfNG CSE• CEDAR INSTALL 4"" GSTP MATCH EXISTNG xl IS. T /P. C.) I _x_x x x x x 2 fit' INSTALL 1,000 GALLON S.T. ! 51001', MICHAEL S. 0 INSTALL 4" GSTP LICENSEE} D EXPIRIES 01 o 0 �- ) II 5' EXISTING SEPTIC TANK. ABANDON BV PUMPING, REMOVING LID, AND FILLING WITH SOIL. PROVI E PUMPERS RECEIPT 10" AND SEPTIC TANK ABANDONMENT CERTIFICATION TO DESIGNER (USE DESIGNER'S FORM FOR ARANO(NMENT CERnFICA77ON). I INSTALL FEEDER EXISTING 1 PIPES SEE LEGEND RESIDENCE 1 I I (41 PINE WAY) EXISTING SEEPAGE PIT PER � BROTHERS PLUMBING. TO BE ABANDONED. 9 FOUND SURVEY MARKER � N INSTALLER SHALL VERIFY LOCATION OF EXISTING WATER SERVICE LINE AND RELOCATE TO MORE THAN 10" FROM ALL SEPTIC SYSTEM COMPONENTS AS REQUIRED. EXISTING WATER METER EXISTING CULVERT REVISION DATE SEPTIC PLAN �-/ SYSTEM f,984000410, PARCEL ,, 984000410, 412, DRAWN BY: MICHAEL S. DEENEY —SITE PL 1 � ET1 � I L SHEET 3 OF 8 1 DATE: 7112116 FOR: CHRISTINE ARDOIN EXISTING WATER LINE (PER UTILITY LOCATE) P VIED JUL i?22(28-1E) Jefferson County Environmental Health LINE SIDES AND BOTTOM OF NON -FISH STREAM ROUTE WITH 1 -MAN ROCK. NON -FISH HABITAT STREAM (PER COUNTY WEB SITE) to FE/7 ZEN CREATIVE DESIGN SOLUTIONS ,y Septic System Designs, Permits, d Inspections W P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362 C&S (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM GENERAL CONSTRUCTION NOTES 1. ALL SYSTEM COMPONENTS SHALL MEET THE SETBACK REQUIREMENTS SET 13, PIPE SPECIFICATIONS 16, CONSTRUCTION INSPECTION FORTH IN THE CURRENT WASHINGTON STATE WAC REGULATIONS FOR ON-SITE SEWAGE SYSTEMS, 'RULES AND REGULATIONS OF THE STATE BOARD OF SEE PLANS AND ATTACHED CONSTRUCTION DATA FOR TYPE OF PIPE HEALTH', CURRENT LOCAL HEALTH DIVISION/DEPARTMENT REGULATIONS, OR REQUIRED FOR VARIOUS SYSTEM COMPONENTS, THEN REFER TO THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND COUNTY 48 HOURS AS SHOWN IN THESE PLANS, WHICHEVER IS MORE RESTRICTIVE. FOLLOWING. MINIMUM PRIOR TO THE FOLLOWING STAGES OF CONSTRUCTION (MARKED 2, THE CONTRACTOR SHALL COORDINATE BETWEEN PRODUCT SUPPLIERS TO PETP - PRESSURE EFFLUENT TRANSPORT PIPE WITH AND 'X')+ ENSURE THAT THEIR RESPECTIVE PRODUCTS ARE CONSTRUCTED TO BE NOTIFICATION OF THE DESIGNER 1 WEEK PRIOR TO COMPATIBLE WITH EACH OTHER. 1W CLASS 200 PETP, GASKETED JOINTS _ - COMMENCEMENT OF CONSTRUCTION. 3. 'EQUIVALENT' PRODUCTS MAY BE SUBMITTED TO THE PROJECT ENGINEER FOR 2 INCH AND LARGER CLASS 200 PVC PETP SHALL BE EQUAL TO X LAYOUT/STAKING OF THE GLEND17N BIOFIL TER(S). CONSIDERATION, PVC PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN 4, CONCRETE TANKS CONFORMANCE WITH ASTM D2241 SDR 21 CLASS 200 POLYVINYL PLOWING OF THE GLENDON BIOFILTER SITE & ASSOCIATED CHLORIDE PIPE (PVC), ALL PVC PIPE JOINTS SHALL HAVE AREAS AS SHOWN ON SITE PLAN AND/OR SITE PLAN DETAIL, INTEGRAL BELL WITH FLEXIBLE GASKETED JOINTS IN ALL CONCRETE TANKS SHALL BE MADE WATERTIGHT, C]NFLIRMANCE WITH ASTM D3139 AND F477 PVC FITTINGS SHALL X INSPECTION OF 'RIM' ELEVATIONS, CONFORM TO ASTM D2466 AND D2564, A CAST IN-PLACE RUBBER GROMMET WILL BE USED WHENEVER A PVC PIPE X PRESSURE TESTING. THE SYSTEM SHALL BE COMPLETE AT PASSES THROUGH A CONCRETE WALL. CLASS 200 PETP, GLUED JOINTS THIS STAGE OF INSPECTION EXCEPT FOR BACKFILL OVER USE PEA GRAVEL BEDDING BELOW ALL TANKS, SAND FILL MAY ALSO BE 1.5 INCH AND SMALLER CLASS 200 PVC PETP SHALL BE EQUAL TO SYSTEM COMPONENTS. EXCEPT FOR SAID BACKFILL, ALL SYSTEM COMPONENTS SHALL BE IN-PLACE AND FUNCTIONAL USED TO BED TANKS. SAND FILL SHALL BE WELL GRADED, PASS 100% PVC PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN AT THIS TIME, THROUGH THE 1/4 INCH SIEVE, AND PASS LESS THAN ]O% THROUGH THE CINFORMANCE WITH ASTM D2241 SDR 21 CLASS 200 POLYVINYL 200 SIEVE THE SAND FILL SHALL BE COMPACTED IN 6 -INCH MAXIMUM CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS AND FITTINGS X FINAL INSPECTION OF COMPLETED SYSTEM LIFTS TO 95% MINIMUM RELATIVE DENSITY PER ASTM D1557, ALL TANKS SHALL CONFORM WITH ASTM D2466 AND D2564, SHALL HAVE SAND FILL PLACED IN THE SAME MANNER. SCH. 40 PETP, GLUED JOINTS BACKFILL AROUND ALL TANKS SHALL BE PLACED IN 12 INCH MAXIMUM LIFTS AND COMPACTED TO 857 RELATIVE DENSITY PER ASTM D698. SCHEDULE 40 PVC PIPE SHALL BE EQUAL TO PVC PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN CONFORMANCE WITH 5. CONCRETE TANKS ASTM D1785-06 SCHEDULE 40 POLY -VINYL CHLORIDE PIPE (PVC), ALL PVC PIPE JOINTS AND FITTINGS SHALL CONFORM WITH ASTM ALL CONCRETE TANKS SHALL BE MADE WATERTIGHT, D2466 AND D2564, A CAST IN-PLACE RUBBER GROMMET WILL BE USED WHENEVER A PUMP/SIPHON CHAMBER PVC PIPING PVC PIPE PASSES THROUGH A CONCRETE WALL, SEE PUMP AND/OR SIPHON CHAMBER DETAIL(S) AND THE SAND FILL SHOWN BELOW ALL TANKS SHALL BE WELL GRADED, PASS CONSTRUCTION DATA FOR CLASSIFICATION OF PIPING, THEN 1007 THROUGH THE 1/4 -INCH SIEVE, AND PASS LESS THAN 10% THROUGH REFER TO CLASS 200 PETP AND SCH, 40 PETP, GLUED JOINTS, THE 200 SIEVE. THE SAND FILL SHALL BE COMPACTED IN 6 -INCH MAXIMUM AS DESCRIBED ABOVE (NO GASKETED JOINTS), LIFTS TO 95% MINIMUM RELATIVE DENSITY PER ASTM D1557. ALL TANKS SHALL HAVE SAND FILL PLACED IN THE SAME MANNER. GSTP - GRAVITY SEWAGE TRANSPORT PIPE 6. GLENDON BIOFILTER FILL MATERIAL ALL FILL MATERIAL FOR THE GLENDON GSTP SHALL BE EQUAL TO PVC PIPE MANUFACTURED BY PACIFIC BIOFILTER SHALL BE AS SPECIFIED BY GLENDON BIOFILTER TECHNOLOGIES, WESTERN PIPE IN CONFORMANCE WITH ASTM D3034 -POLYVINYL INC. CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS SHALL HAVE INTEGRAL BELL WITH FLEXIBLE GASKETED JOINTS IN 7. THE TOP OF RIM ELEVATION FOR THE GLENDON BIOFILTER BASIN SHALL NOT CONFORMANCE WITH ASTM D3212 AND F477 PVC FITTINGS SHALL VARY IN ELEVATION MORE THAN 1/2 INCH. CONFORM TO ASTM D2466 AND D2564, 8. ALL PIPES SHALL BE rHORGUGHL Y FLUSHED PRIOR TO ADJUSTMENT AND 14. THE CONTRACTOR SHALL DOCUMENT ANY AND ALL CHANGES IN OR TESTING, DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITH APPROVAL DATE AND AUTHORITY FOR SAID CHANGES, THIS INFORMATION SHALL 9, ALL CONSTRUCTION MATERIALS SHALL BE STORED AND INSTALLED IN A BE FURNISHED TO THE PROJECT ENGINEER IN CLEAR LEGIBLE NOTES CLEAN MANNER (PIPING, REBAR, ETC. SHALL BE SUPPORTED ABOVE GROUND ON PRINTS OF THESE PLANS AND/OR CHANGE ORDERS PRIOR TO PRIOR TO INSTALLATION). APPROVAL FOR FINAL PAYMENT, THE CONTRACTOR SHALL ALSO, AT THE COMPLETION OF CONSTRUCTION, SUPPLY TO THE ENGINEER ALL 10. UNLESS IT IS BEING WORKED ON AT THAT MOMENT ALL PIPE OPENINGS MANUFACTURER'S DATA ON SYSTEM COMPONENTS. jf SHALL BE COVERED SUFFICIENTLY (TO PROJECT ENGINEER'S SATISFACTION) TO PREVENT THE ENTRANCE OF UNDESIRABLE MATERIALS (SOILS, 15 CONSTRUCTION EQUIPMENT AND STOCKPILING THE CONTRACTOR SHALL CONSTRUCTION DEBRIS ETC,). KEEP ALL UNAPPROVED CONSTRUCTION EQUIPMENT AND STOCK PILING OF CONSTRUCTION MATERIALS OFF OF THE PROPOSED GLEND17N 11, NO ORGANIC MATERIAL WILL BE ALLOWED IN ANY OF THE FILL MATERIAL SPECIFIED ON THESE PLANS OR IN THESE NOTES AND ENSURING ALL BIOFILTER INITIAL AND RESERVE ABSORPTION AREAS AND 30 FEET DOWNSLOPE OF SEE 12. ELECTRICAL COMPONENTS MEET ALL STATE AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE SAID AREAS, WASHINGTON STATE GUIDELINES AND GLENDON BIOFILTER TECHNOLOGIES, INC. SPECIFICATIONS FOR ALLOWABLE EQUIPMENT. w = •- - COMPLETE SYSTEM (INCLUDING MECHANICAL AND ELECTRICAL ITEMS). i .:.i' 1 % d > /� 5100110 � e��� i Ut�t MICHAEL S. DEI NEY _ 6 ,t LICENSED DES i ER Ef"1` i onrnent EXPIRES 0I3J18J18 June 29, 2016 4:52:58 p.m. Drawing: OTLCNMST. DWG. DWG CREATIVE DESIGN SOLUTIONS 2016 REVISION DATE SEPTIC SYSTEM - GENERAL CONSTRUCTION NOTES r � CREATIVE DESIGN SOLUTIONS GLENDON BIOFILTER SYSTEMS Septic System Designs, Permits, a Inspections ---❑RAWAf. BY: MICHAEL—S.--DEENEY SHEET 8 �+� OF 8 DATE: 7/12/16 FOR. CHRIS RDO — - =D�g - � ANG WAS IING7E?�F—BFi — 1 1<ff 22(28-1qE)(A$ (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM