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Plans (108) PLM2021 -00236 STORMWATER MANAGEMENT IMPROVEMENTS \ � TVT DIE CASTING & MANUFACTURING , INC . \ RECEIVED 7330 SW LANDMARK LANE . N CITY TY �OF TIGAGARC BUILDING DIVISION PORTLAND , OREGON 97224 S 89'27'53" W 173.50' _.. ' -19 # kyr •. ; I - - . . ,_ _. `� .a '( t ^... j j �..._._. FATE TAXLOT IDs: 2S112AB00100 & 2S112AB00200 COVERED -. —_-.- - --- STORAGE AREA it r P✓'I. _. ., ,.. _. . , 9 irllA1 .:31 OREGON y �. NOrtlJrizl inteTlactien Somerset West Japanese �, 21 - Fa,rviOW TroUld i (E) GRATTIX PASSIVE FILTER - Garden Roof B downspout treatment. -- — I Hillsboro I A West M MON', r, ! ItHaven-Sylvan I Gresham (E) 3"CPP S r E) GRA TTIX PASSIVE FILTER#2 201, Portland To ground surface. 1SV01 No 5}� I Roof downspout treatment G West Slope -- - r _ n i Ii Aloha - &ourtrrAsr t - 4 a` Beaverton roRTiAN6 r w {E) 311 CPP - ,. f , _ I ` To ground surface. a191 Raleigh Hills � td a1 N � \ "1 Hazeldate � I PRODUCT \ n �a d STAGING NG&& �' i 1 DIE PREP, '.. }' a , r SHIPPING ��� - !.�, CASTING. & ,. . i 1 (ROOF Sl , -� - STORAGE Farmington 9a1 Mitwaukie Happy Valley (ROOF A) 319 PA Sti;nftySide to 1073$0 SW Landmark �t (E) GRATTIX PASSIVE FILTER#4 Kinton Ln, Tigard, OR 47224 T,2 I w Roof B downspout treatment. X N Tlgrd Damascus � _ / \\/: -(E) GRATTIX PASSIVE FILTER#1 \,y a Y1 ! A Roof A downspout treatment_ Schoils Clackamas w�, --E King City !0 1a .1 o (E) 3"CPP _ , x - , _. -(E) 3"CPP li f ualaftn River .z< Barton To(E)surface. _ — To ground surface. s wlJrtldn Tualatin Gladstone - — - - -- National West ;_Inn 1 mi Shadoweod -(E) 4"PVC � To ground surface. x I El ual.Fr it lYrinuod .,n . - �r - / I 66 wb �r— w•o x :. - �'.w — ,"t _ W. ma mr Y , \wry e 166 165 ., - is • -- — -'` - _.... ... , __, — .. , ' . . _•_ _.—�g�.—y�_o_�_. . . . .�_., — _ - 763 __-- --.---._- - ---_--_--162 — . 162 —rs —aa— —aa .mar-•vr=w�r —ab~— T us ' :4 . : • II 173_52' {E) $T --'-•- - - - � �_ �� ORM INLET— I� E ST CIS Public. O E) 6"SD GRAVITY PIPE I Private storm inlet f i (E) STORM 1 NLET� To public storm pipe under SW _ Public. I RIM=16127 y:.'1: 11In1111111111i1ulniln1llllll,llllll,,,lilnl,llli,llunm iuniulri' _ .. _ -- - - — — — — — _ — —t andmadI Lane ..... ,1rrr1...... 1...... IE 1 1 1 - n SWLANDMARKLN — --� a s 5I' ..,. -. ... 50r DEDICATION FOR 'f. � n^ _ � �=�=®=�yp��1AIICWA�MR—MP—Mr—WA—NA—w•—MP—Wm- -Wn—M—Wm—Wm—MP—Wn—WIP—MP—MP—Mtn—w"— 'x!s—.'a 5 'W I ROADWAY EASEMENT r \ (E) ST C83 (E) STORM INLET) Public inlet Public. _ r N 6a N E i ifllf Ii S s VICINITY MAPS r • -_ _EXISTING (E) CONDITIONS SITE PLAN 13 a 1a 20' e• as { scALE r=zo• I I AS NO It PROPERTY OWNER: KEY ABBREVIATIONS SURVEY/DATUM NOTES: PROPERTY DATA TVT DIE CASTING & MANUFACTURING, INC. BUILDING - - CB CATCH BASIN SURVEY ADDRESS: 7330 SW LANDMARK LANE, PORTLAND, OR 97224 TAXLOT IDs: 2S112AB00100&2S112AB00200 OFFICE COPY 7330 SW LANDMARK LANE COMM LINE(underground) - - CO CLEANOUT SURVEY DATE: 1/27/2021 TAX ROLL: SITUATED IN THE NORTHWEAST QUARTER OF SECTION 12, TOWNSHIP 2 SOUTH, CITY OF TIGARD PORTLAND, OREGON 97224-8065 CONTOUR (major) 165 DB DRAINAGE BASIN VERTICAL DATUM: VERTICAL DATUM IS REFERENCED TO THE WASHINGTON COUNTY RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, COUNTY OF WASHINGTON, STATE OF OREGON 2 Approved............................... (x] CONTOUR(minor) 154 (e) EAST BENCHMARK SYSTEM CONTROLLED BY WASHINGTON COUNTY BENCHMARK 464 (BRASS DISK DRAINAGE BASIN 2 (DB-2) C_.___ _-7 (E) EXISTING - 19l Conditionally Approved.............. ( ] PROJECT SITE ADDRESS: (E) BOLLARD EG EXISTING GRADE HORIZONTAL DATUM: THIS SURVEY UTILIZES THE LOW DISTORTION PROJECTION (LDP) See Letter to: Follow ................ ( ] EL ELEVATION ( ) ( ), 1hftp://gisims.co.washington.or.us Attached................ ] (E) FENCE COORDINATE REFERENCE SYSTEM OCRs OF 1983 2011 PORTLAND ZONE. LDP 2 permit Number: LM - 6 TVT DIE CASTING & MANUFACTURING, INC. COORDINATES DEFINE TRUE GROUND DISTANCES ON THE NORTH AMERICAN DATUM OF Statewide Land Survey (1/27/21). QX36 S,WJgrA,�alc(S 7330 SW LANDMARK LANE (E) SD CB FG FINISHED GRADE ( (E) ROOF DOWNSPOUT • EDP EDGE OF PAVEMENT Address::NAD8312011 EPOCH 2010.0000), UNITS IN INTERNATIONAL FEET. 1 ao,2) ® PORTLAND, OREGON 97224-8065 (E) SD GRAVITY PIPE (underground) -M - FM FORCE MAIN SURVEYED BY: By Date: O (E) SD MH GPM GALLONS PER MINUTE STATEWIDE LAND SURVEYING INC. (#2370 LS) SHEET INDEX ID INNER DIAMETER 43 NW AVA AVE. GRESHAM, OR 97030 C-1: TITLE SHEET-VICINITY MAPS, EXISTING (E) CONDITIONS SITE PLAN, & NOTES (E) SS MH 503-665-7777 C-2: CONSTRUCTION NOTES& SINGLE LINE DIAGRAM PROJECT ENGINEER/MANAGER: (E) SS PIPE(underground) —•—•—•— IE INVERT ELEVATION C-3: PROPOSED (P) IMPROVEMENTS SITE PLAN & PLAN DETAILS AQUARIUS ENVIRONMENTAL LLC (E) SURFACE(asphalt) LF LINEAR FEET SURVEY@STATEWIDESURVEYING.COM C-4: PROPOSED (P) SECTION DETAILS, STANDARD DETAILS, & NOTES (E) SURFACE(concrete) 0 MH MAN or MAINTENANCE HOLE NOTES: C-5: EROSION &SEDIMENT CONTROL PLAN, DETAILS, & NOTES 2117 NE OREGON ST, STE 502 ELECTRIC BOX or METER O ^I© (n) NORTH 1. SEE SHEET SV01 FOR BENCHMARK(S), MONUMENT(S), SWLS CONTROL POINTS, (E) MH/CB SV01: CONDITIONS SURVEY PORTLAND, OREGON 97232 ELECTRIC GAS LINE(underground) NTS NOT TO SCALE TABLE (RIMS/PIPE IEs), &ADDITIONAL SURVEY NOTES. 'DANIEL SCARPINE, P.E. LIGHT(overhead) p (P) PROPOSED ISSUE FOR PERMIT 503.828.0265 LIGHT(metal pole) RD ROOF DRAIN (P)BOLLARD • so SOUTH STORM DRAIN C:�� 25720P? PRO TVT TVT DIE CASTING & MANUFACTURING, INC. DRAWING NO. (P) FM a (P)SO GRAVITY PIPE SSS T STORM PORTLAND, NC 7330 SW LANDMARK LANE ^ PORTLAND, OREGON 97224 (`J' PARCEL BOUNDARY - - - ��� „,, �'^'•"' POWER LINE(underground) -� -� - T TRANSFORMER N KEY, ABBREVIATIONS &NOTES �1� TREE (dia(dJbreastheight) TDH TOTAL DYNAMIC HEAD 9LivGty-13 �� REV DATE DESCRIPTION DWNBY DESBY CHKBY APPBY TITLE SHEET: VICINITY MAPS, EXISTING (E) FI �P PROJECT NO. C-1 WATER PIPE(underground) -� M a (w) WEST A.SCA DATE OF ISSUE OWN BY KRK CHK BY CONDITIONS SITE PLAN, & NOTES 0282 RENEWAL DATE: 6/30/2022 4/13/21 DES BY__ DS_ APP BY %nm aquariusenv.com GENERAL CONSTRUCTION NOTES GENERAL UTILITY NOTES F GRATTIX 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT AND APPLICABLE 1. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND --- RD' PASSIVE DS REGULATIONS, SPECIFICATIONS, CODES, AND REQUIREMENTS OF THE APPLICABLE SHOWN FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FILTERS (x2) FOR LOCATING ALL EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES PRIOR sREETFLow.__ PLUMBING AND STRUCTURAL CODES. I (P) CO with sample access TO STARTING ANY WORK. I ftQC,1F'4k�$} B sREErFLow 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS DB-2 F GRATTIX PROJECT IN ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY 2. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED AND POTHOLED PRIOR TO _- RI NI ANY WORK. THE CONTRACTOR SHALL COORDINATE WITH THE SURVEYOR PASSIVE DS BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND AS NECESSARY RUNOFF FILTERS )2 E SDGRAVItt PIPE TO PUBLIC STORM REGARDING THE LOCATION, ADJUSTMENT, OR REPLACEMENT OF ANY UTILITY OR ( ) -m _n - - - TO PROVIDE A COMPLETED PROJECT. 0.97 ac RELATED STRUCTURE AS MAY BE NECESSARY. NO RESPONSIBILITY IS ASSUMED BY = . EITHER THE OWNER OR THE ENGINEER FOR ACCURACY OR COMPLETENESS OF PAVED 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO SURFACE $ COMMENCING WORK ON THIS PROJECT. THESE LOCATIONS 9n 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) 3. ALL TRENCHES PARALLEL TO A BUILDING SHALL BE KEPT OUT OF THE ANGLE OF FULL-SIZED SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL REPOSE FOR THE BUILDING FOOTING. Replace (E) CB with z TIMES DURING CONSTRUCTION. new Lynch-style C81 (P) SD GRAVITY PIPE ' 4. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE (P) LIFT 5. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES AND AGENCIES WITH USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY STATION MHa g UNDERGROUND FACILITIES IN THE PROJECT AREA 48 HOURS BEFORE COMMENCING ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED „ CONSTRUCTION IN THEIR VICINITY. FITTINGS OF EQUIVALENT SWEEP. sREETrLow ____________ ____ _ C132 - PIPE (P)SDGRAMW PIPE P)SD GRAY 6. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THESE DRAWINGS ARE 5. ANY EXISTING UTILITIES THAT WILL BE LOCATED UNDER AND WITHIN TWO FEET OF A FROM A TOPOGRAPHIC SURVEY PERFORMED BY STATEWIDE LAND SURVEYING, INC PROPOSED BUILDING SHALL BE REPLACED WITH PIPE MATERIALS THAT ARE (#2370 LS). THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING ALLOWED FOR USE WITHIN THE BUILDING. TESTS AND INSPECTIONS ARE REQUIRED CONDITIONS AND ELEVATIONS. CONTRACTOR SHALL CONFIRM BENCHMARK PRIOR TO COVERING. LOCATION AND ELEVATION WITH SURVEYOR. SEE SURVEY/DATUM NOTES ON SHEET : s C-1. ATTENTION: NOTIFY OWNER FOR NECESSARY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 7. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE FOR REFERENCE ONLY. THESE KEY N PLANS ARE NOT MEANT TO SERVE BOUNDARY SURVEY PURPOSES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION ----- O ENERGY OF BURIED AND OVERHEAD UTILITIES. NO SERVICE INTERRUPTIONS SHALL BE (E) SO GRAVITY PIPE P (P) LINED FLOW-THROUGH BIORETENTION 8. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. (E) SHEETFLOW DISSIPATING ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL BE APPROVED (P) FM RIPRAP INLET - - -----------\ BY THE ENGINEER AND OWNER. 7. THE INSTALLATION OF NEW OR RELOCATION OF EXISTING ELECTRICAL, TELEPHONE, (P) SD GRAVITY PIPE - - `(P) OVERFLOW RISER GAS, AND CABLE SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE 9. ANY CONSTRUCTION OBSERVATION BY THE OWNER OR ENGINEER, SHALL NOT, IN APPROPRIATE UTILITY COMPANY. ABBREVIATIONS ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE CB CATCH BASIN WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND REGULATORY 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF UTILITY DB DRAINAGE BASIN (P) PERFORATED PVC UNDERDRAIN SYSTEM) (P) MONITORING LOCATION 002 AGENCY REQUIREMENTS. TRENCHES, CONDUIT, VAULTS, PADS, PEDESTALS, AND UTILITY TRENCH BACKFILL IN Connect treated effluent to(P) SD Gravity to(P)MHI. ACCORDANCE WITH STANDARD SPECIFICATIONS AND PLANS OF SERVICING (E) EXISTING Sample port access at overflow riser. 10. APPROVED EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE UTILITIES (ELECTRICAL, TELEPHONE, GAS, AND CABLE). PRIVATE UTILITY TRENCH FM FORCE MAIN BACKFILL SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN PAVED OR (P) PROPOSED WITH REGULATORY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE RD ROOF DRAIN PROPOSED (P) STORMWATER IMPROVEMENTS SINGLE LINE DIAGRAM 2 EROSION CONTROL MEASURES UNTIL THE SITE IS STABILIZED. THE CONTRACTOR STRUCTURAL FILL AREAS AREAS WITHIN 2' OF SUBGRADE AND NOT LESS THAN 92°/D SD STORM DRAIN or DRAINAGE Nrs C-2/ SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND PERSONNEL NECESSARY TO IN PAVED OR STRUCTURAL FILLS GREATER THAN 2' BELOW SUBGRADE. MINIMUM COMPACTION IN UNPAVED, NON-STRUCTURAL FILL AREAS IS 85%. COMPACTION IS MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR AT ONCE. TO BE PER ASTM D-1557 UNLESS OTHERWISE NOTED. 11. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS ATTENTION EXCAVATORS: TESTED IN ACCORDANCE WITH APPLICABLE STANDARDS AND SHALL CERTIFY THAT • NOTIFY OWNER FOR NECESSARY UTILITY LOCATIONS PRIOR TO ALL MATERIAL DELIVERED TO THE JOB SITE MEET OR EXCEED OWNER CONSTRUCTION. SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT • OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM THE JOB SITE AT NO UTILITY NOTIFICATION CENTER. YOU MUST NOTIFY THE CENTER AT LEAST ADDITIONAL COST TO THE OWNER. TWO (2) BUSINESS DAYS PRIOR TO EXCAVATING. CALL 811 OR 800-332-2344. 12. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN 10. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT NECESSARY AND CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTORS SAFETY TO ADEQUATELY SHORE TRENCHES TO PROTECT THE WORK, EXISTING PROPERTY, PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, OR UTILITIES, PAVEMENT, ETC., AND TO PROVIDE SAFE WORKING CONDITIONS IN THE PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS/HER WORK. TRENCH. THE METHOD OF SHORING SHALL BE ACCORDING TO THE CONTRACTOR'S DESIGN. THE CONTRACTOR MAY ELECT TO USE A COMBINATION OF SHORING AND 13. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL EARTHWORK, TRENCH OVERBREAK, TUNNELING, BORING, SLIDING TRENCH SHIELDS OR OTHER METHODS BACKFILL AND ROAD CONSTRUCTION COMPACTION TESTS AND GEOTECHNICAL OF ACCOMPLISHING THE WORK, PROVIDED THE METHOD CONFORMS WITH ALL REVIEWS WITH THE SOILS TESTING LAB AS REQUIRED FOR ACCEPTANCE OF APPLICABLE LOCAL, STATE AND FEDERAL SAFETY CODES. REMOVAL OF ANY PROJECT WORK BY THE OWNER. CRIBBING AND SHEETING FROM THE TRENCH SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO FULFILL THE ABOVE REQUIREMENTS. DAMAGES RESULTING FROM 14. THE OWNER RESERVES RIGHT TO DIRECT TESTING AGENCY OF FREQUENCY OF IMPROPER CRIBBING OR FROM FAILURE TO CRIB SHALL BE THE SOLE TESTING RESPONSIBILITY OF THE CONTRACTOR. 15. ALL SURVEY MONUMENTS ON THE SUBJECT SITE, OR THAT MAY BE SUBJECT TO 11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AMPLE MEANS AND DEVICES WITH DISTURBANCE WITHIN THE CONSTRUCTION AREA, OR THE CONSTRUCTION OF ANY WHICH TO PROMPTLY REMOVE AND DISPOSE OF ALL WATER ENTERING THE TRENCH OFF-SITE IMPROVEMENTS SHALL BE ADEQUATELY REFERENCED AND PROTECTED EXCAVATION DURING THE TIME THE TRENCH IS BEING PREPARED FOR THE PIPE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. LAYING, DURING THE LAYING OF THE PIPE AND UNTIL THE BACKFILL AT THE PIPE ZONE HAS BEEN COMPLETED. THE CONTRACTOR SHALL DISPOSE OF THE WATER IN 16. PAVEMENT MARKINGS - FINAL PAVEMENT MARKINGS THAT ARE IMPACTED BY A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY. CONSTRUCTION ACTIVITY SHALL BE REPLACED IN-KIND BY CONTRACTOR (INCLUDING TYPE, COLOR WIDTH, ETC.). GRAVITY & PRESSURE PIPE SYSTEM NOTES PUMP SYSTEM NOTES 1. PIPE MATERIALS FOR THIS PROJECT ARE AS FOLLOWS: 1. PUMPS SHALL BE SUPPLIED TAYLOR PUMP STATIONS OR ENGINEER APPROVED EQUAL. CONTRACTOR TO INSTALL IN STRICT CONFORMANCE WITH THE -ALL GRAVITY PIPES SHALL BE PVC SDR 35 OR ENGINEER-APPROVED EQUAL. MANUFACTURER'S INSTRUCTIONS AND SUPPLY ALL OTHER INCIDENTAL ITEMS -ALL PRESSURE PIPES (FMs) SHALL BE HDPE AND/OR SCH 80 PVC OR NECESSARY FOR A FUNCTIONING PUMP STATION THAT ACHIEVES THE INTENT OF ENGINEER-APPROVED EQUAL. THE PLANS, INCLUDING ELECTRIC CONTROLS. 2. EACH CLEANOUT FITTING AND CLEANOUT PLUG OR CAP SHALL BE OF AN APPROVED 2. PUMP DUTY POINT IS EQUAL TO 100 GPM WITH 22 FEET OF TDH. TYPE. PLUGS SHALL HAVE RAISED SQUARE HEADS OR APPROVED COUNTERSUNK 3. ELECTRICAL DESIGNED BY OTHERS. RECTANGULAR SLOTS. COUNTERSUNK CLEANOUT PLUGS SHALL BE INSTALLED WHERE RAISED HEADS MAY CAUSE A HAZARD. WHEN A HUBLESS BLIND PLUG IS 4. FORCE MAIN PIPING SHALL BE CONSTRUCTED OF FUSION WELDED HDPE OR SCH 80 USED FOR A REQUIRED CLEANOUT, THE COMPLETE COUPLING AND PLUG SHALL BE PVC CONFORMING TO ASTM D-3550, MINIMUM SDR RATING OF 32.5(50 PSI), OR ACCESSIBLE FOR REMOVAL OR REPLACEMENT. ENGINEER APPROVED EQUAL. 3. ALL CONNECTING PIPES TO MANHOLES AND CATCH BASINS SHALL HAVE A FLEXIBLE, 5. FORCE MAIN FITTINGS SHALL BE HDPE OR SCH 80 PVC CONFORMING TO ASTM GASKETTED AND UNRESTRAINED JOINT WITHIN 18-INCHES OF MANHOLE WALL THAT D-3261, OR ENGINEER APPROVED EQUAL. PROVIDES A WATER TIGHT CONNECTION. NO FLEXIBLE COMPRESSION JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH, UNIFORM 6. FORCE MAIN FLANGES SHALL BE CONVOLUTED EPDXY COATED DUCTILE IRON, OR WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP ENGINEER APPROVED EQUAL. OFFSET AS PER THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY MANHOLE. 4. GRAVITY LINES SHALL BE TESTED ACCORDING TO THE REQUIREMENTS OF THE OWNER. ALL GRAVITY LINES SHALL BE FLUSHED AND CLEANED PRIOR TO TESTING. IF NECESSARY, THE CONTRACTOR SHALL USE MECHANICAL RODDING, BUCKETING OR VACTOR EQUIPMENT. 5. DURING FLUSHING, CONTRACTOR SHALL PROVIDE SCREENING AND REMOVE ALL ACCUMULATED CONSTRUCTION DEBRIS, ROCKS, GRAVEL, SAND, SILT, AND OTHER FOREIGN MATERIAL FROM THE SYSTEM AT OR NEAR THE CLOSEST DOWNSTREAM MANHOLE; NO MATERIAL SHALL BE FLUSHED INTO ANY BODY OF WATER. I 6. PAVEMENT SHALL NOT BE INSTALLED AND FACILITIES SHALL NOT BE ACTIVATED AND/OR CONNECTED TO PUBLIC SYSTEMS OR WATERWAYS UNTIL FACILITY HAS BEEN APPROVED BY THE OWNER. 7. ALL GRAVITY LINES SHALL BE BACKFILLED PER PIPE BEDDING AND BACKFILL DETAIL SHOWN IN THIS PLAN SET. 8. RIM ELEVATIONS FOR MANHOLES, CATCH BASINS, AND CLEANOUTS ARE SURVEYED OR APPROXIMATE. CONTRACTOR TO MATCH MANHOLE RIM ELEVATIONS TO FINISHED GRADE OF PAVEMENT OR GRAVEL OR 6"ABOVE FINISH GRADE IN LANDSCAPE AREAS. ISSUE FOR PERMIT PRO F�ff�9 µ� TVT DIE CASTING & MANUFACTURING, INC. DRAWING NO. 65720PE Is 7330 SW LANDMARK LANE by PORTLAND, OREGON 97224 C-2 ". wlm ro . 13.� ��� REV DATE DESCRIPTION OWN BY DES BY CHK BY APP BY j.. CONSTRUCTION NOTES & SINGLE LINE DIAGRAM CONSTRUCTION NOTES /_1 tii�/ A SCARP PROJECT NO. C 2 DATE OF ISSUE DWNBY KIRK CHK BY - 0282 ------- -_ __....______ _ ..__.__ ___-._- - RENEWAL DATE: 6/30/2022 4/13/21 DES BY D.5 APP BY www.aquariusenv.com f PROPOSED (P) IMPROVEMENTS SITE PLAN NOTES: PROPOSED (P) PLAN DETAIL NOTES: ®�♦ 1. INSTALL CLEANOUTS (COs) EVERY 100' MAX AND WHERE SPECIFIED AT 1. PIPES IN PROPOSED(P) IMPROVEMENTS PLAN DETAIL ARE SHOWN IN 2D TO DISPLAY PIPE DIAMETERS. (P) 3"PVC FM Field-verify depth of(E 450 OR 22.50 BENDS ON ALL GRAVITY PIPES& FMS. 2. ROUTE PIPES&CONDUITS IN SHARED TRENCH, WHERE FEASIBLE. 2. ROUTE PIPES &CONDUITS IN SHARED TRENCH, WHERE FEASIBLE. -125 LF from lift station MH to bioretention inlet 18"min cover(paved surfaces). underground \♦ 3. FIELD ROUTE 480V/3-PH ELECTRIC TO LIFT STATION. DESIGN BUILD high-voltage power line. ELECTRICAL. _ (P) 5'ID CONCRETE LIFT STATION(WETWELL/PUMPS Install owner supplied wetwell and duplex pump system with H-20 wheel load access hatch. Sheet C-4 for Section Detail,including IEs&specifications. , P) ELECTRIC CONDU Field-route from control p I to lift station pumps(-60 LF). Confirm available po r supply and conduit routing with property owner. E) VENT (P) 6"PVC OVERFLOW RISER (UPTURNED ELBOW) WITH SKIMMER HOOD See Sheet C-4 for Skimmer Hood Detail. _ E) GRA TTIX PASSIVE FILTER#2 Roof downspout treatment. (P) 6"PVC GRAVITY PIPE- P� a - -------- r - -4 LF to wye connection. a - , - 0.5%min slope. = I I (P) 6"PVC GRAVITY PIPE See this Sheet for Plan Detail. i -14 LF to lilt station MH. S 0.5%min slope. / \ )SECTION A-A I I \b Field-verify depth of(E) underground high-voltage power line. See Sheet C4 for 4 c Se hon. a DIE PREP, CASTING,& + STORAGE (ROOF A) Remove (E) extruding curb within (P)planter wall. a + i - + -I 50 8 S ° + I + + to 5' ' P) 4"PVC UNDERDRAIN(S) -94 LF of 4"slotted schedule 40 PVC well / casing pipe manufactured with 0.050"slots,6 P) d"PVC GRAVITY PIPE (P) LINED FLOW-THROUGH BIORETENTION PLANTER BASIN WITH UNDERDRAIN -i ++++ + - slots per row' P 24"x 24"SD CB Trgated effluent and overflow from bioretention. + Conform with Oregon Plumbing Specialty Code O -100 LF from bioretention riser to(P)CO. 50'x f0'waterproof lined flow-through planter. 500 sq it top area footprint(582 sq R with curb). a + +I - Conform (OPSCrequirements. Replace(E)CB with new Lynch-style CB. 30"deep maximum. , 0.5%min slope. 18"min cover(paved surfaces). See Sheet C-4 for Section Detail,including IEs&specifications. 1 ` • RIM=161.27'+1-(match existing rim). Encase underdrain pipe in middle of drain layer. +`+ Route underdram pipes through facility 6"IE OUT=159.27+/-@18"min cover. lengthwise @ 1%min slope to riser connection. - ;y ��- _ ---- I E) GRA TTIXPASSIVE FILTER#1 -.-.-.-•-•-•-•---•-•-^---.-.-.-.-.-.-x- -.-.-. -x-x-.-x-x-x-x-x-.-.-x-.-x -- - - -x- •-•-•-. x See Sheet C-4 for Plan Detail. I I Roof downspout treatment yj j Route(E) Grattix outlet to(P) bioretention I Preserve(E)Gratt�x planter riser and improve as needed Field-verify depth of(E) SS pipe: I I Provide 4"to 6"washed river rock energy-dissipating �� i.- a "--"-t•-'-•-•-" i splashpad.Field-route-6 LF to splashpad. GATE I - Field-verify depth of(E) communications line. -(P) 6"CO With sample access. -w- S (E)6"SD GRAVITY PIPE a e , a i 0' 1' 2' To public storm pipe under SW Landmark Lane. I I w—w—w—w—w—"—" PROPOSED(P) PLAN DETAIL 1 X21 w—w— i SCALE: t^=r C-3 a i PROPOSED (P) PLAN DETAIL NOTES: a 1. PIPES IN PROPOSED(P) IMPROVEMENTS PLAN DETAIL ARE SHOWN IN 2D TO DISPLAY PIPE DIAMETERS. P) UNDERDRAIN COs(x2 2. ROUTE PIPES &CONDUITS IN SHARED TRENCH, WHERE FEASIBLE. Install gravitycleanout. See Sheet C-4 / for detail. (P) 3"PVC FM a/ j' ° -125 LF from lift station MH to bioretention Inlet. \ 18"min cover(paved surfaces). / (P) WEATHER-PROOF DUPLEX PUMP d d CONTROL PANEL , \° Coordinate exact location with owner. P 8"CONCRETE CONTAINMENT WALL 1 ° ° d Provide 480V/3-phase electric to duplex pump control panel ° ° DIE PREP, O ♦ �/ _ __ _ _ ______ _____ _ _ _ -122 LF(O.C.)of 8"concrete planter wall. See Sheet C-4 for standard detail. °- STORAGE �/ d p p p � � CASTING,B (ROOF A) P) 6-DIA TRAFFIC BOLLARD 6"SCH 10 steel pipe filled with concrete and painted yellow. d • I d y ♦ j ,' Field locate two bollards on each side of duplex pump control r \♦ �' / panel to protect from truck traffic. ° d 2 \♦\ / / P) ELECTRIC CONDUIT P) 6"PVC GRAVITY PIPE ♦ p Field-mute from control panel to lift station pumps(-60 LF). See this Sheet for Plan Detail. \ Treated effluent and overflow from bioretention. 1 d d E) GRA TTIX PASSIVE FIL TER#2 ♦ i Confirm available power supply and conduit routing with -100 LF from bioretention riser to(P)CO. property owner. -°d '` ' P) 311 PVC GRAVITY PIPE Roof downspout treatment. s 0.5%min slope. 18"mm cover(paved surfaces). d a d -,{ Field-route GratBx outlet to energy IF _----------- ---------?L'��-_!- � E E ✓ f d Q �o dissipating riprap. (P) 24"ID CONCRETE INLET STRUCTURE d d d ♦ with 'Beehive'inlet grate&24"(min)perimeter of 4"to 6"washed river rock energy-dissipating perimeter surrounding inlet structure(splashpad). See Sheet C-4 for section detail,including IEs&further specification. - - ------ —all section. I I P) 4"PVC UNDERDRAIN(S) I �, i - -•-•-•-•-•-•-•-.-.-.- / ; I -94 LF of 4"slotted schedule 40 PVC well c ising pipe manufactured with 0.050"slots, 6slots per row. I • -• _•-•-•- -.-•-•-•-•- •- •-•-•-• - x[V w Conform with Oregon Plumbing Specialty C, e(OPSC)requirements. I _ _,-• -�• s I I Encase underdrain pipe in middle of drain/a mr. ^-•- "-T" "-• • I - - - - t I j Route underdrain pipes through facility leng wise @ 1%min slope to riser connection. —_��w (P)3"PVC FM • I N L--_-_—_�_s=�'•------`--------- -------- -125 LF from lift station MH to bioretention inlet 16^min cover(paved surfaces). r w— w—w— a � •. `• a I(/ I�(/WI, i `I' � , WE ° a '• "• ; —w-tw ° w-+-w w w°i-w "d'_q ' `✓ �/ �/ I IJ/ �/ ° w-mow`—b�vw—w—w—w•=we_�eri• Www.—eri—w�w w—w •an-rw .mow—w—b�.w.—!;'-" .. - _ ! i $ L J I U J V 1 a I I PROPOSED(P) PLAN DETAIL 2 o, 1' r p < Remove (Eextruding curb within OP planter wall. � -3 SCALE: 1"=7 - ° I •• , : IQ • ° •. •• < •• .• ISSUE FOR PERMIT E) s"sDGRAvITYPIPE 257120,�Nef�oTVT DIE 7330 SW ANDMARK ANENG, INC. DRAWING NO. To public storm pipe under SW Landmark Lane. PE I wE � PORTLAND, OREGON 97224 C-3 4 4mW+'xs" .sm' S OREGO,N�p�` 0' 4' 8' PROPOSED (P) IMPROVEMENTSSITEPLAN 1 92�e14 11 9 REV DATE DESCRIPTION DWN BY,DES BY CHK BY APP BY PROPOSED (P) IMPROVEMENTS SITE PLAN PROJECT NO. -.� SCALEPLAN 1 4.SCP DATE OF ISSUE DWNBY KRK cNKBv & PLAN DETAILS o2s2 RENEWAL DATE: 6/30/2022 4/13/21 DES BY DS APP BY www.aquariusenv.com ° WITHIN UNPAVED(GRAVEL)AREAS 1 t64' P CONCRETE LIFT STATION WETWELLIPUMPS P) WEATHER-PRO OF PUMP PAVED AREA-- ------ ---A-S-A-PPROVE-D-B-Y--OWNER- ------ '4/I/ / install owner-supplied wetwell and duplex pumps system with aluminum CONTROL PANEL i I 1° access door. Use heavy duty design for H-20 wheel load. Field phase adjustable. Coordinate exact control FOR EXISTING GRAVEL -RESTORE TO k _ a ; RIM=162.08'+/-(grade to high spot). panel location with owner. T-CUT 8 PAVEMENT PRE-EXISTING CONDITIONS OR BETTER t PENERGY-DISSIPATING PRAP - RESURFACING I O 163 - (P)6"G Gravity IE IN law)=159.27+/- FOR EXISTING SEE NOTE 5 PER SPECS j I I ; 4"to 6"washed river rock energy�fissip ting encasing inlet pipe(splashpad). (P)6'Gravity IE OUT(se)=160.1'+/- PAVEMENT` W (P) 6"PVC UPTURNED ELBOW (P)3"FM OUT(ne)=160.25'+/- P) 3"PVC FM SESECnON \/ s I IE structure wall-160.25 / \ a l onnect 4"slotted _ WITH SKIMMER HOOD RIM sz oe +,- 3 --- - - - - - - - - - @ @ E NOTE S PVCunderdrajFlto d ECz-162------ _ -- -- -. fa"mm�v0L(P@vedsu/apgs).-- °a9 ,/° «i •b; - . , See this Sheet for Skimmer Hood detail. ; I i I - sy °a BACKFILL a s solid6"PVC. I d a d P 3"PVC GRAVITY PIPE \%j/\\% j SEE NOTE 3 Field-mute Grattix outlet to energy P 6"PVC GRAVITY ield core port for /\\\\\\ ; .p`��t� 1 I a d dissipating n ram__ O --..-_. _. "- _ _.-. . -_. BACKFILL \\; (P) 3"PVC FM I ; p 9 P p Field-connect to(P)6"SD gravity. -- pump flosts/power SEE NOTE 2 -125 LF from lift station MH to bioretention inlet. 18"min cover(paved surfaces). ' I I ° IE @ structure wall(s)=160.1'+/ -m. rM -16�. 0.5%min slope to wye connection. __g_. ________ _ ___ ______ "' "'-"'_-"' `" "'-"' '" TRACER WIRE /�% \ O S IE H ALARM FLOAT - SEE NOTE 4 rovide a a =160 '+/-. ORING/rREN \/\ /�� ❑ P) H SH CH i w - ( ) ._159_.._ -_... _.__--. stainless _ ��_ -_... _ -- CLEARANCE \/� /�� \ m P 12"x 12"x 12"PVC TEE& 12"OVERFLOW RISER y____ steelunistnrt _ --------- WIDTH TABLE \r\\ y With removable beehive grate for sample access from underdrain. See this Sheet for = pipe support RE P) FLOAT CONTROL-BOTH PUMPS "D"nom, "A"min. \��\ : \�� (as needed). I •/i Section Listed. \`-(E GRATTIX PASSIVE FILTER#1 158' 6' ON FULL LEAD/LAG (in.) (in.) X• \� SHORING TRENCH < _, ----____-- __________ ( PIPE ZONE \\ CLEARANCE WIDTH Roof A downspout treatment. (P) 6"PVC GRAVITY - o IE= 158.75 / 1y j6 g D/2 �� SEE TABLE(right) -21 From CB2 Q 18 2430 78 D \\y 14'-0"PIPE BEDDING 15L- IE@ MH wall=159,27'+A. P) FLOAT CONTROL- ONE PUMP ON FULL 3672 24 AND - -- -- - BEDDING /.•/ PIPE ZONE MATERIAL C 4-2 0.5%min slope. 18"min cover(@ CB). ,. - _ - _ ;a -- (LEAD/LAG) g \ 1-7" �- 5 IE=158`-------------- -- 6 _-_. �.' _- NOTES: a ( -,--,_,_,-r--. -.-- P) FLOAT CONTROL-BOTH PUMPS OFF 1. THESE BACKFILL REQUIREMENTS APPLY TO ALL UTILITY PIPES AND VAULTS. -.-r +--{"---"---"--'-'-"'-`-~'~" IE 157.25 ( 0 m pool) 2. MAX DENSITY PER AASHTO T-99 (E) SUBGRADE 155--- _ .• .. •: ,; 5%OF M •+/ 2 in ool 4 ' AGGREGATE COMPACTED TO 9 AND APWA SPEC 00405 MINIMUM 12"THICKNESS ' 3 USE CLASS 'A' BACKFILL COMPACTED TO 90%OF MAX DENSITY PER ODOT SPEC P 6"THICK LAYER OF 3/"MINUS GRAVEL 4. TRACER WIRE SHALL BE PLACED ABOVE NON-METALLIC PIPE AND 2 FEET BELOW N SECTION C-C (P) 6"PVC GRAVITY PIPE ) 4 FINISHED GRADE. Treated effluent andOve how from bioratention. 95%compaction below inlet structure. & RESTORE TO ORIGINAL CONDITIONS OR BETTER. MATCH EXISTING. FOR a a see this Sheet for Section. I I -100 LF frombioretenhon riser to(P)CO. PAVEMENT, USE MINIMUM 6"AC PAVEMENT IN TWO 3" LIFTS. W E 0.5%min slope. 18"min cover(paved surfaces). I S as SWC Q" 1' 2' PROPOSED (P) PLAN DETAIL 3 �1� I I 2' PROPOSED (P) SECTION DETAIL A-A r21 TRENCH STANDARD DETAIL r3� SCALE: 1"=7 SCALE: V=2' O-4 NTS C-4 a a (P) UNDERDRAIN CO - - -- - - 11. Adhere r/seaterd recommended by a P-257 NOTES: P-259 NOTES: CONSTRUCTION KIM Install gravity cleanout$on perforated PVC P) 24"ID CONCRETE INLET STRUCTURE NEW (�Rg, (2{Eq( pq/ OR p( Qt WAIL ^ w _ 1691 underdrains(x2)above ponding depth. See With'Beehive'Grate.RIM-167.5' TaMr manufactu'e. - q r. .. - �AI�Y!{ief 1. USE 6" DIA CLEANOUT - - 1. USE 6" DIA CLEANOUT FOR 6" this sheet for detail. (P)3'FM IE @ inlet structure wall= 164,83'+1- / / / / j are�r 2. Secure Ener to concrete with 2' alrnilum flat bar, FOR 6"OR LARGER DIA OR LARGER DIA PIPE UNLESS P 8"CONCRETE Placed as directed (curb aide or entire focally). �\ \\ //\\/\�\�\j I PIPE UNLESS OTHERWISE r E•atlw.vi.w.f+, r OTHERWISE NOTED. O P) INLET ENERGY DISSIPATING SPLASH PAD 3. Attach flat bar with concrete hit onehoM 24" o.e. �\ moi, TOP OF S01L NOTED. r i41&M"1 arT +k+ca.maa ai 2. CLEANOUTS SHALL NOT BE -- ---- CONTAINMENT WALL -- _---- - --- -- --- - 4"m 6"washed river rock @-24"perimeter(min)sumaunding inlet ----__-- 4, Trim excess liner to the top of the flat bar. \� ,J' ," - _ 2 T s�alsoEaN -! 4 See this Sheet for standard detail. structure. S. On clean concrete surface, odd ailicane sealer te CLEANOUTS SHALL N _ _ LOCATED IN BIKE PATHS OR f _ - - - _ __ _ _ _ _ thP i 2"x 1/8" ALUMNUY FIAT BAR " ?;, 4 BE LOCATED IN BIKE O IN CURBSIDE BUS OR TRUCK T - - 3 =- - - - - - r - - - - -- 6. St rt attaching liner in the middle of the foolk first _r l y PATHS OR IN CURBSIDE LOADING ZONES. P) 12"GROWING Worldng toward the ands to minimize wrinkles, comers BUS OR RUCK LOADINGPOUR COMMERCIAL _ EGsR[Y(L=156 3'+) ' ' z MEDIUM LAYER - should be cut to Fd without wrinkles. a iw ,n€ c ZONES. T t _ 3. CONCERTED COLLAR RADE - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - j ), i 166' - ___ _ CONCRETE 3 POUR COMMERCIAL - a 2"ANCHOR"AT 2C0 4t O C•HIT l I r x ,n "_k rT --- .� n AGAINST CURB WHEN 7-11" P) 6"BIOCHAR/SAND LAYER 'd. F - GRADE CONCERTED , " a"� DISTANCE BETWEEN CURB l lr' M' COLLAR AGAINST CURB - A AND COLLAR IS LESS THAN 6 Use 70%biochar/30•�sand blend. - ' . . lislabN ttt-4 '+l _ -- - -- - - - - - - - - - - - - -- n WHEN DISTANCE INCHES. y � r(r - ° . e - 4. R : < LESS THAN 6 Te` co° i wM O PRESSURE CLEANOUTSFO P 3"FILTER AGGREGATE Vr INCH EE 1164� l_ ( , - ) 4. a '. Q ' E INCHES. S - - >>_ S LAYER(SOIL BARRIER .e a I CURB AND s' a �t W ., ,� e ° USECOVER rx eaxr x 8" ,f . , _ ;.,'. I °y� .. I ;. , ; � , u9, '^open graded aggregate. e ° n - - - 4. THREADED OVER " 44 FOR PRESSURE C eraaw Ea"coo 163' r : CLEANOUTS. 1. 1 3 \ __-__� 11/'-s/q"washed drain rock. 4 a s a . P 4"SCH 40 PVC UNDERDRAINS x2 a a e P) 12"DRAIN LAYER Mz 4"slotted schedule 40 PVC well casing pipe manufactured with 0.050"slots, 6 slots \ P WATER-PROOF HDPE LINER •'''� ' *. a`A-i i° - LINER ATTACHMENT " ' per row,at %a"spacing.loptoRoute pipe conn pipes through faciflow U iform Plumbing i 1Yd min - " t `` I �1+''. f i" sr""ri .,' Rxr�ea • ' Use 40 mil EPDM,HDPE or approved equivalent waterproof liner. slope to overflow pipe connection.Must follow Uniform Plumbing Code. See this Sheet for Liner Attachment Notes. JOINT TO BE WELDED AS i �r'•T' vF :' aco�'*ce- " 1' P 6"THICK LAYER OF 3/4"MINUS GRAVEL RECOMMENDED BY MANUFACTURER O P) 3"PVC FM CLEANOUT TANDARD DETAIL P-257 10 CLEANOUT FRAME F UNDATION STANDARD DETAIL_-CP-259 11 95%compaction below inlet structure. Field-mute to inlet structure. 18"min cover PIPE BOOT AS RECOMMENDED EK 30 MIL LINER OR -w�eeeoenc,YpM NTS \q-l/ NTS C-4 W � (Pavedsurface). LINER WNUFACNRER APPROVED EWIL -- -- "-- _' - - - - - o' 1' 2' PROPOSED(P) SECTION DETAIL B-B �� (SAME MATERUL AS LINER) "� SCALE: 1"=Z C•4 DRAIN PIPE BIORETENTION NOTES: 1. GROWING MEDIUM SHALL BE 18" MINIMUM DEPTH (INCLUDING BIOCHAR/SAND LAYER). USE SAND/LOAM/COMPOST y� FLOW y� ATTACH 4"X 4"SQUARE,YELLO 3-WAY MIX, OR APPROVED MIX THAT WILL SUPPORT HEALTHY PLANTS (MINIMUM 30% COMPOST BY VOLUME). ROADWAY REFLECTOR EVERY a' 0.6750' 2. INLET ENERGY DISSIPATING SPLASH PAD SHALL BE 4"TO 6"WASHED RIVER ROCK SURROUNDING INLET STRUCTURE. TO CURB EXTERIOR 3. INLET STRUCTURE IS 24" ID PRECAST CONCRETE WITH 'BEEHIVE' GRATE. �� STAINLESS STEEL INOSE CIAYP (P) 8"CONCRETE CONTAINMENT WALL P) 12"OVERFLOW RISER PIPE @ CONTINUOUS 4. PRECAST CONCRETE WITH 'BEEHIVE' GRATE DISTRIBUTOR: With removable beehive grate for sample access from underdram. See this 'ANT TO BE WELDED AS-1Sheet for section detail. RE(Alrll?IOm BY MANUFACNRER EXISTING GROUND- a __. COLUMBIA PRECAST PRODUCTS I - - _ _ - _ - _ Tog of Planter Wall 167.5+/- ELEVATION VARIES 6"MIN - 2930 S FORD STREET- Po BOX 1249 - - - - - - 44 ' 6" PIPE BOOT @ 48"O.C. _ _ OyaTHgwOseuplatl� WASHOUGAL, WA 98671 L�1�1>� IN P: 360-335-8400 F: 360-335-8402 1. Urlr maFwide to be HDPE. Elder to extend from top of bonded so0 to the bottom of excavation. 4 SLOE -16T - - .. _ _-. __ __ EG1PQrt)L=15r1-3'-+/-- '' 2. 3' of cores h � an all sides of attachment bl� sidevo< depth as necessary. VARIES GENERAL BIORETENTION VEGETATION 8; PLANTING NOTES: own ININell - --___- 3 Liner reglir$d Alen fan of mer curb is bee than 2' from oD of adjocant water main. -- -- _ _ - ri 4. LYrer required an collectors and higher strest classifications. (P) 12"x 6"ECCENTRIC , ' S ttrrer b. rop�Iaca etreels with transit routes Ngher traffic volumes, or when a faeily is odpoent to howl 1. USE SUNMARK SEEDS INTERNATIONAL'GRASSY SWALE NATIVE MIX' OR ENGINEERED-APPROVED EQUAL. REDUCER/INCREASERS x3 MANAGEMENT MANUAL ( WM 2. OTHER PLANTINGS SHALL BE TAKEN FROM CITY OF PORTLAND STORMWATER MANAGE L S M) 165' ( ) �. ,. � �� _ g do Cabmbb So&g� Well Field WaNheod Protection Am or areae with contaminated crone the facift mut be a 18"MIN.DEPTH 3. SUBSTITUTION OF PLANT/GRASS VARIETIES IS SUBJECT TO APPROVAL BY ENGINEER. - EG-south 71647 +/ a completely lined dth a 40 mill irler oche faollhy's bottom and skies are mololtlhic concrete. a 4. SEED MIX SHALL BE PLANTED SHORTLY AFTER SOIL IS PREPARED, WEATHER PERMITTING, TO MINIMIZE EROSION AND - - - - - - - - - - - 7. Liners may be required near 60$rrlalh or ogler underground atnstures. 1.0125 ° COMPACTION. :._ .- P) WATER-PROOF HDPE LINER & Trees allorI In fled facOm 0* at 01$ dYer'Non of City of Portland $10111. L 5. INSTALLED SHORTLY AFTER SOIL IS PREPARED WEATHER PERMITTING TO MINIMIZE ALL PLANT MATERIAL SHALL BE INS E ' - ' '- use aomil EPDM,HDPE or approved EROSION AND COMPACTION, INSTALL PLANTS AT SAME LEVEL AS GROWING NURSERY. (P) 6"PVC GRAVITY 1 equivalent waterproof liner. see this sheet for LINER ATTACHMENT& PIPE BOOT STANDARD DETAIL X81 a 0.2531' IE@ wall footing=163.25' - Liner Attachment Notes. NTS C-4 6. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE SPECIFIED. 3' 0.5%min slope. Maintain 18"min cover - @�"O.C. 0.2531' 7. EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY outside of planter(asphalt surface only). 1.2656' CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. P) 4"SCH 40 PVC UNDERDRAINS 8. THE CONTRACTOR SHALL REPAIR ANY DAMAGE INCURRED DURING PLANT INSTALLATION. - - - (ADDITIONAL) LINER ATTACHMENT NOTES: 9. IRRIGATE DURING DRY MONTHS UNTIL PLANTS ARE ESTABLISHED FOR A PERIOD OF TWO YEARS. (P) 12"x 12"x 12"PVC TEE 1. LINER MATERIAL TO BE HDPE 40 MIL. LINER TO EXTEND FROM TOP OF BLENDED SOIL TO THE (E) SUBGRADE BOTTOM OF EXCAVATION. SEE CONSTRUCTION DRAWINGS FOR EXTENTS AND THICKNESS OF W CONCRETE PLANTER WALL DETAIL 12 BIORETENTION& PLANTING NOTES/SPECIFICATIONS 13 _-_-_ LINER. Nrs C 4 C 4 (P) PIPE BOOT 2. SECURE LINER TO BEEHIVE OVERFLOW INLET STRUCTURES USING STAINLESS STEEL SHEAR See this Sheet for Liner Attachment&Pipe Bot detail. BANDS. W � 3. DO NOT ALLOW TEMPORARY STORAGE OF CONSTRUCTION WASTE OR MATERIALS IN THE 0' 1' 7 PROPOSED (P) SECTION DETAIL C-C FACILITIES. DO NOT ALLOW ENTRY OF RUNOFF OR SEDIMENT DURING CONSTRUCTION. SCALE: 1"=2' C-4 LINER ATTACHMENT NOTES �9� NTS SKIMMER HOO STAINLESS STEEL SKIMMER HOOD PIPE SECTIO SEC77ON CARRIAGE BOLT OR sr a"rr°-daspyl"ddanxt«a a°,aw,m.nr,yrr"m ALL THREAD ROD armies. CHERNE ,Provide access to cleanout MECHANICAL PLUG- above ponding depth. - - r i RIS�rP-I E � � .; MEDIA ° LAYER RISER PIPE TOP VIEW sin cmdm- °y ddld„x,.. DRAIN ELEVATION VIEW , LAYER - PVC CAP •,', ..� ISSUE FOR PERMIT 4"SCH 40 PVC WYE RISER PIPE DIA. HOOD SECTION DIA. S\��ED PROFFsf TVT DIE CASTING & MANUFACTURING INC. DRAWING No. e' 1a' 4.NGINEFH *P" ,8 s•' ,z" -(P) 4"SCH 40 PVC UNDERDRAIN 7330 SW LANDMARK LANE 65720PE r n' PORTLAND, OREGON 97224 C-L.1L `1a,X, soml,. upvll RYID Y.N: 92i Gty13 �� REV DATE DESCRIPTION DWNBY DES BY CHK BY APP BY PROPOSED (P) PLAN, SECTION, SKIMMER HOOD DETAIL X61 UNDERDRAIN CLEANOUT DETAIL 7 F( RP PROJECT NO. NTS C4 - NTS C4 A•SCA KIRK DATE OF ISSUE DWNBY CHK BY & STANDARD DETAILS 0262 RENEWAL DATE: 6/30/2022 4/13121 DES BY DS APP BY _ www.aGUanu env.com EROSION & SEDIMENT CONTROL PLAN NOTES: 1. SEE DETAIL 1, THIS SHEET, FOR EROSION & SEDIMENT CONTROL (ESC) MEASURE LOCATION(S). j _ - _ _ _ _ _ - _ _ - _ _ - 2. INSTALL TEMPORARY ESC MEASURES IN LOCATIONS INDICATED UNTIL SITE IS STABILIZED _ T 3. ALL EROSION CONTROL MEASURES (BMPs) IN THE ESC PLAN IN DETAIL 1 MUST BE INSPECTED DAILY. AN INSPECTION AND MAINTENANCE LOG SHALL BE SUPPLIED AND UTILIZED THROUGHOUT CONSTRUCTION. BIOBAGS MUST BE REMOVED AT END OF JOB 4. PERSON RESPONSIBLE EROSION CONTROL MEASURE INSPECTIONS: KRISTOFER KAUFMAN -AQUARIUS ENVIRONMENTAL(CESCL #82818) COVERED MAY BE USED SHORT TERM 5. EROSION CONTROL 2417 EMERGENCY CONTACT: STORAGE AREA W/UTILITY WORK AND W/ - PHASING OF DEVELOPMENT NAME: KRISTOFER KAUFMAN -AQUARIUS ENVIRONMENTAL (CESCL#82818) j PHONE: 503-828-0265 (or 260-433-7388) I 6. POST SIGNAGE ON THE SITE OF THE PERMITTED GROUND DISTURBING ACTIVITY THAT IDENTIFIES THE CITY'S EROSION CONTROL ® COMPLAINT HOTLINE NUMBER. EROSION CONTROL HOTLINE, 503-823-CODE (2633). THE SIGNAGE ON THE SITE MUST BE CLEARLY ® j VISIBLE FROM THE RIGHT-OF-WAY. THE SIGN SHALL BE AT LEAST 18" BY 18"AND MADE OF MATERIALS THAT SHALL WITHSTAND WEATHER FOR THE DURATION OF THE PROJECT, LETTERING SHALL BE AT LEAST 3" HIGH AND EASILY READABLE. 7. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO THE STORMWATER COLLECTION SYSTEM SHALL BE REMOVED OR CLEANED UP IMMEDIATELY, AND NO LATER THAN END OF THE WORK DAY. THE USE - OF WATER TRUCKS TO WASH THE MATERIAL OFF THE ROADWAY IS NOT ALLOWED. WATER TRUCKS MAY BE USED IMMEDIATELY \ \ BEFORE SWEEPERS OR VACUUM SYSTEMS TO LOOSEN SEDIMENT, PROVIDED THAT DISCHARGE TO THE STORMWATER i CATCH BASIN FIBER ROLL AREA DRAIN COLLECTION SYSTEM DOES NOT OCCUR. NTS NTS SOIL MANAGEMENT PLAN: EXCAVATED SOIL WILL BE DIRECT-LOADED TO A COVERED TRUCK AND TRANSPORTED OFF-SITE TO AN APPROVED DISPOSAL SITE. ...... ' o PAVED AREAS WILL BE SWEPT AS NEEDED TO PREVENT TRACKING EXCAVATED SOIL OFF-SITE. STOCKPILING IS NOT PROPOSED OR PROUCT STAGING 8 j 'I: ;: : DIE PREP, EXPECTED. HOWEVER, IF STOCKPILING DOES OCCUR, SEE THIS SHEET FOR PLASTIC SHEETING STANDARD DETAIL. SEE ESC PLAN SHIPPING (` ,:. �;::: S STING, (DETAIL 1) FOR APPROXIMATE TRUCK ROUTE. (ROOF B) f DB-2 i;: ; ;} (ROOFA) MAXIMUM 3 MONTH A A ESC NOTES 3 RAGE : i USE WITH ALL IN STREET Approximate H29bR° j I:• 'I:_: C-5 I route to work area(s). APPLICATIONS FLOW - - ❑ GEOTEXTILE BAGS I:•: REQUIRED FOR I RIGHT OF WAY SANDBAG O I 1 WEIGHTS \ \ --- - }- --•-- - -- �- - FACE OF MAXIMUM PLAN \ -"----'-" j GATE! CURB 3 MONTH USE- Install temporary straw wattles CURBSIDE FOR ROADWAY west of bioretention, where APPLICATIONS ONLY' WATTLE 0 \ feasible. See this Sheet for SEDIMENT ' \ �\ J standard detail ATTENUATOR q\y I NTS •a • FLOW— / r r a FILTRATION Install temporary straw wattles south of c O BAGS, SOCKS, r a & ROLLS FOR \y / trenching and manhole excavation, STOCKPILE TREfJCH T CARRY NOTE: TEMPORARY WATER TO APPROVED f Sheet where feasible. See this eet or USE INSERT SACKS ALONG INLET \f standard detail. W/BIOBAGS TO PROTECT SECTION A-A 12" MIN. ANCHORING DISPOSAL POINT INLETS. PROTECTION SYSTEM DITCH INLET y _ I , 1S" 18 18°° NTS STAKE 12" OVERLAP ��r 2"X2"X36" TOP OF BANK 14 Install temporary inlet protectio - OR SLOPE \ at CB replacement. See this r w y- - - 6" MIN. 16" Sheet for standard detail. -.-.-.-.-.-.-.- .-.-.-.- LLs' MIN. PLASTIC SHEETING NATIVE BACKFILL r7 & COMPACT - —w.—�w—"`—°•—BY—w—w—w=o-w p w—r—nv=w--w�--wa w—w��w —a4�` w -w�,w-w-w-.r-w---wiw-w=w-�w-w-w-w -w-�w�--w�-y _ °_._._._,_<_ •-•- TIE DOWN DRAWING NOT TO SCALE - - - - - - - - - - - p.- e .- ' TEMPORARY INLET PROTECTION STANDARD DETAIL 21 PLASTIC SHEETING STANDARD DETAIL 4� T°#rom Install temporary straw wattles at drive entrance, where ° " C-5 NTS vehicle iSW Landmarkk LN. feasible. See this Sheet for standard detail. - L SW LANDMARK LN �- _m -n �b �W _ ..i �•' y,p—MR—MR—MR—MR M"—NA "@ MR .IR MMT 5 _�_,,,,,,_O MM WM—MP—WA—WIR—WM MM—MII—WIR—MR NM MM H ® a-1118�pIR •� •M — — — — — — — — — �..I�/I...-WIR-�--'MM—MM—MM—m S 0. 10, 20' EROSION &SEDIMENT CONTROL(ESC) PLAN SCALE: ISSUE FOR PERMIT gt PROFFsf TVT DIE CASTING & MANUFACTURING, INC. DRAWING NO. 65720P;1R �9 7330 SW LANDMARK LANE �_� �\ (� 1gk11 ,y '=• PORTLAND OREGON 97224 =t_. mx somine , Dad.2021M13 9,Li✓<y 13.� �� REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY EROSION & SEDIMENT CONTROL (ESC) PLAN, F/ A.SCPRe DATE OF ISSUE DwNBY KIRK CHK BY DETAILS, & NOTES PROJECT NO. _ _ 0282 RENEWAL DATE: 6/30/2022 4/13/21 DES BY _. DS _. APP BY __.__ wwwAquanusenv.com VICINITY MAP NOT TO SCALE MANHOLE AND CATCH BASINS NOTES CONDITIONS SURVEY t , RIM ELEVATIONS AND INVERT ELEVATIONS (IE) 1 ) CONTOURS ARE AT 1 ' INTERVALS AND ARE COMPUTER GENERATED. SSMH1 SW LANDMARK LANE TIGARD OREGON y N STCB1 STCB3 STCB5 2) ALL MANHOLES WERE LOCATED AT CENTERLINE OF RIM. RIM= 161 .24' RIM=161 .33' RIM=161 .27' RIM=163.49' SITUATED IN THE NORTHWEAST QUARTER OF SECTION N 4"IN(E) IE=160.14' 4"IN(W) IE-160.13' 6"OUT(S) IE=160.27' 5"IN(NW) IE=160.09' 3) UTILITIES SHOWN ON THE SURVEY HEREON WERE BASED UPON GROUND/VISUAL 4"IN(W) IE-160. 14' 4"IN(E) IE-160.23' 4"IN(W) IE= 158.19' OBSERVATIONS AND UTILITIES AS PAINTED PER TICKET N0. 21011143 AND 21024918. 12, TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE I'5 6"OUT(N) IE-158.44' 6"OUT(N) IE-159.13' 5"IN(SW) IE=158.29' ONSITE LOCATES PERFORMED BY LOCATES DOWN UNDER ON 02/04/21 . THERE MAY WILLAMETTE MERIDIAN, COUNTY OF WASHINGTON, 8"OUT(E) IE-158.09' BE UTILITIES ON THE SITE THAT WERE NOT VISIBLE THEREFORE, THEY ARE NOT STATE OF OREGON. STCB2 STCB4 STMH1 SHOWN. THE ACTUAL LOCATION OF THE UNDERGROUND UTILITIES MAY VARY. = RIM=161 .24' RIM=161 .42' RIM=161 .54' SSMH2 4) THIS IS NOT A BOUNDARY SURVEY. 4"IN(E) IE= 160. 14' 6"IN(E) IE= 159.32 8"IN(W) IE=157.24' RIM=166.7 SITE 4"IN(W) IE=160.14' 4"IN(W) IE=160.13' 8"OUT(E) IE= 157.24' 8"IN(W) IE=156.8' 5) "SUBJECT TO A 20.00 FOOT WIDE ROAD EASEMENT GRANTING THE RIGHT TO USE CITY OF 6"IN(N) IE-159.44' 4"IN(E) IE- 160.23' WITH OTHERS, INSIDE AND CONGRUENT WITH THE EAST LINE OF THE ABOVE TIGARD 6"OUT(S) IE= 158.74' 6"OUT(S) IE-159.12' DESCRIBED TRACT." DOCUMENT 2004-109439, WASHINGTON COUNTY DEED RECORDS. APPROXIMATE GEODETIC COORDINATES OF SITE N: 45°25'6.68° 509 503 .79 W: 122°45'1 .26" 174 F77; - 17/O8 ALUMINUM DISK 2,OIN 5/8" IRON RDD YPC P IS LEGEND s 89°27'53" w 173.50' GgTE 175.08 CPP = CORRUGATED PLASTIC PIPE 21N EMP = METAL PIPE 3'TANK VERED STORAGE AREA E TIEFF = FINISHED FLOOR ELEVATION o� - o� - 6'TANoL TIEV = VAULT FF=167.59'T = TRANSFORMER - - - - �2 w w w w RR TIE = RAIL ROAD TIE FF=167.86' / � �, SWLS10 FF=167.86' Q Of [if Ir 0-1CONC. = CONCRETE ® / 761.40 • FOUND MONUMENT AS NOTED166 - MAG NAIL G� oCN C14 C14 �l 00 rn rl ® BOLLARD3"cpP `' - FF=167.81 ' u N N / f ' 20o 0 0 - CATCH BASIN, STORM / / SEE NOTE 53"MP ', ° w ry COMMUNICATIONS PEDESTAL 7340 SW 7 / c > NO ADDRESS w a LANDMARK LNo SWLS# z� CONTROL POINT / _ 3" PP T J 3 r Z w > • DOWNSPOUT PRODUCT STAGING I DIE PREP, CASTING, 0 af w DOWNSPOUT FILTER & SHIPPING _ - 7ss E & STORAGE N 0 � N ROOF B 1,, ROOF A I] ELECTRIC BOX rl) �z 0 V o o 0 r I - o a o ELECTRIC METER N o N d 0o 0 FINISHED FLOOR ELEVATION a CPP Y w OUTFALL 00 w FA FIRE ALARM FA I `, o E 3"CPP // /64 3"CPP LLJ \ m a � FIRE HYDRANT o o N ►� GAS VALVE o 1 o FF-167.90' GATE # LIGHT, OVERHEAD � 4"PVC \ ;3"PVC LIGHT, METAL POLE OUTFAusi �� \ QQ MANHOLE, STORM SYSTEM _ I I C - sQ MANHOLE, SANITARY SEWER 163.13 \ 6"cONC. FF=167.85' \ Y M WATER VALVE FF=167.78' _ i MAG NAIL u 1 I / 3"Pvc REE, DECIDUOUS i 16� / 1 C a DIAMELd TER AT BREAST HEIGHT �- 7 \ \�\ 7"KEYSTONE VENT REE, STUMP 166 o DIAMETER AT BREAST HEIGHT 0 - BOUNDARY, SUBJECT PROPERTY / '`gym - 166 - - - - - - - -165- - - - - '- z -- - s �6 I ( �. w BOUNDARY, ADJACENT PROPERTY cn s _ 163 EASEMENT LINEOf - -�- - -sir: ic _ ~- - ` -- c C c c c c c c 163.72 ' Q 62 - - - :'-- -- - SCRIBE If - RIGHT-OF-WAY LINE - - - -- -- -- � a -'� - --_ - Ln RIGHT-OF-WAY CENTERLINE o -N 88°51 '29" E 173.52' c - c�- o- ° o o c - � � --- w BUILDING, EDGE 0 50' WIDE PER o a _ _ _ _ O z A a�61� N SW LANDMARK LN eooK 1027 PACE 283 - _ _ _ _ - C - - CURB LINE n �d/2° IRON Rov - o Q J - - - CONTOUR, V INTERVAL - _ CD o CONTOUR, 5' INTERVAL I J PIPE, NOTED N -0�D __ - - - -- - W o 00 0 WALL, NOTED 0 00 z � _ - - o UTILITY PAINTED, GAS - - 3 s o cz UTILITY PAINTED, POWER _ - ---- - I to w T UTILITY PAINTED, SANITARY SEWERw UJ N N [if bi UTILITY PAINTED, STORM SYSTEM r a c UTILITY PAINTED, COMMUNICATIONS HORIZONTAL DATUM CONTROL POINTS VERTICAL DATUM SCALE: 1" = 20' f- cn cW a w H FENCE, CHAIN LINK THIS SURVEY UTILIZES THE LOW DISTORTION PROJECTION (LDP) POINT NORTHING EASTING ELEVATION DESCRIPTION VERTICAL DATUM IS REFERENCED TO THE REGISTERED > Lr, WASHINGTON COUNTY BENCHMARK SYSTEM 0' 20' 40' 60' PROFESSIONAL LL ¢ i N ROAD MARKING COORDINATE REFERENCE SYSTEM (OCRs) OF 1983 (2011 ), PORTLAND SWLS3 134204.283 327996.288 161 .648 MAG NAIL CONTROLLED BY WASHINGTON COUNTY LAND SURVEYOR r o 3 ZONE. LDP COORDINATES DEFINE TRUE GROUND DISTANCES ON THE ''AA Z � a m OL OVERHEAD UTILITY NORTH AMERICAN DATUM OF NAD83/2011 (EPOCH 2010.0000), UNITS IN SWLS8 134405.319 327977.748 166.396 MAG NAIL BENCHMARK 464 (BRASS DISK - 198.837'). 22" X 34" 1 " = 20' �i! YI - o w INTERNATIONAL FEET. SWLS 10 134399.870 328049.707 167.579 MAG NAIL 1 I " X 17" 1 " = 40' o GON ASPHALT SURFACE JULY 29, 1988 i C GREGORY D. SPURLOCK V VO 2370 CONCRETE SURFACE EXPIRES: 06/30/22