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Plans (2)• CONSTRUCTION PLANS FOR �� z ►2au.po_o 1 -7 --CDC l i d z ,� � mm MISSION MEADOWS 1 / 55 LA 1 (s �-J L- w APR 2 7' Za17 1GAGJ, OREGON GITYt3FTIGARO w a TAX MAP 1S1E34DC,TAX LOTS 100, 101 &102 BUILDING 01�/ISI01V a `u' a OFFICE COPY '-4P, , Et cn Fay SHEET INDEX w I w � 12 / \yI COVER SHEET C100 • ss '44110 �' 1S13408 15134DB 1513405 �+`-e+a �� Z'" GENERAL NOTES I TAXLOT ! TAXLOT TAXLOT �s a s / / G101 I 2200 ', 2300 !I 2400 W 0,-+F tmGENERAL NOTES II C102 6‘., - r 1200—CN COVER SHEET C200 LOT 1 I LOT 2 I LOT 3 LOT 4 I 1S134DC I w I I I LOT 5 TA%LOT II I / ' EXISTING CONDITIONS, PHASE I EROSION AND SEDIMENT CONTROL C201 I '' '2ooO O � w ays �\ �1 PHASEAND EII^OGRAD NG LAND EROSION CONTROL PLAN In swsu.uNNEPL 3 L SW uuNNecT. NI ,� SITE C202 a� I i I151340C!I I ��� LOC ON �� EROSION CONTROL DETAILS C203 ` - I LOT 6 ;A OT O SITE PLAN I o Lori 1 LOT 8 LOT 7 iim iiy 1 I - WALNUT ST C300 I i1 I p _ 1 �aa� SIGNING PLAN C301 I'' 'AOLO n'z oT X OT d ce SIGNING DETAILS C302 12600 12700 600 F F SIGNING DETAILS C303 LI-1 w w VICINITY MAP COMPOSITE UTILITY PLAN0 C400 LOCATION MAP LaiN NOT TO SCALE STREET AND STORM PLAN & PROFILE C500 SCALE 1"=100' STORMWATER QUALITY SWALE PLAN AND PROFILE C501 L 0 IX STORMWATER QUALITY SWALE TREATMENT DETAILS C502 zv CURB PROFILE SW SUZANNE PL. CUL DE SAC C503 3 SANITARY SEWER/WATER PLAN & PROFILE C600 CITY OF TIGARD 4 DETAIL SHEET I C700 Approved by Planning ((f)) DETAIL SHEET II C701 Date: Si `U / l 1 ( ) DETAIL SHEET III C702 /n _ DETAIL SHEET IV C703 Initials: /VI'0 LIGHTING PLAN ELI ' UTILITY PROVIDERS & JURISDICTIONAL CONTACTS PROPERTY OWNER/APPLICANT ENGINEER IMPERVIOUS AREAS PORTLAND GENERAL ELECTRIC ARBORIST MISSION HOMES NORTHWEST, LLC WESTLAKE CONSULTANTS,INC. PUBLIC ROW(115TH AVE) 3,200 SF "T <1,1t, o 2213 SW 153rd DRIVE MORGAN HOLEN &ASSOCIATES PO BOX 1689 PACIFIC CORPORATE CENTER T Z S'� BEAVERTON, OR 97006 3 MONROE PARKWAY, STE P220 LAKE OSWEGO, OR 97035 15115 S.W. SEQUOIA PARKWAY, PUBLIC ROW(SUZANNE CT) 16,520 SF 4,�w o ." n (503) 672-5466 LAKE OSWEGO, OR 97035 PHONE: (503)761-1814 SUITE 150 TIGARD, OREGON 97224 PRIVATE PROPERTY 23,760 SF ,,.3-,.,--A, in o K. N 8 CONTACT: TOD SHATTUCK (971) 409-9354 FAX: (503) 570-8828 PHONE: (503)684-0652 c� 7 S N TOTAL 43,480 SF CONTACT: MORGAN HOLEN CONTACT:.KURT DALBEY FAX: (503) 624-0157 �.J� I=P� `t vi NW NATURAL GAS Q 2 0 NW 2nd AVENUE FRONTIER CONTACT:CASEY FERGESON, PE TOTAL AREA -I 0`�� z PORTLAND, OR 97209 4155 SW CEDAR.HILLS BLVD. TOTAL SF (503) 226-4211 EXT. 4361 BEAVERTON, OR 97075 PROPERTY DESCRIPTION DISTURBANCE GROUND 80,3001 C) SURVEYOR (1.84 Ac) CONTACT: RYAN TRUAIR (503) 641-2004 114,SE DUNKS ARE THE FROPOITY a- CONTACT: DAVID ANTHONY TAX MAP AND LOT WESTLAKE CONSULTANTS, INC. GRADING OUANTTTIES aEJ r LTiN 1°9101D INV CITY OF TIGARD TAX MAP 1S1E340C, TAX LOT 100, 101 &102 PACIFIC CORPORATE CENTER w THEMM. 13125 SW HALL BLVD., NORTHSTAR ELECTRICAL CONTRACTOR 15115 S.W. SEQUOIA PARKWAY, NEAT LINE CUT 744 CY +OFIICI TIGARD, OR 97223 19450 SW CIPOLE RD. #107 SITE we SUITE 150 TIGARD, OREGON 97224 NEAT LINE FILL 739 CY wm (503) 639-4171 TUALATIN, OR 97062 2.00 ACRES PHONE: (503) 684-0652 CONTACT: KH01 LE (503)612-0840 NET 5 CY(CUT) FAX: (503)624-0157 CONTACT: ADAM SUMINSKI ZONiOINIMUM LOT CONTACT:GARY ANDERSON, PLS A COMMAND VALLEY FIRE&RESCUE R4.5,MINIMUM LOT SIZE= 7,500 SQ. FT. ig Se BUSINESS OPERATIONS CENTER 11945 SW 70th AVENUE PROPOSAL, • TIGARD, OR 97223 9 LOT RESIDENTIAL SUBDIVISION(SINGLE FAMILY DETACHED) PLANNING (503) 259-1504 WESTLAKE CONSULTANTS, INC. CONTACT: JOHN WOLFF PACIFIC CORPORATE CENTER ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES STREET ADDRESS 15115 S.W. SEQUOIA PARKWAY, ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ' SUITE 150 TIGARD, OREGON 97224 ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. 11455 SW 115TH AVENUE PHONE: (503) 684-0652 YOU MAY OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. g TIGARD, OR 97223 FAX: (503) 624-0157 a ORS UTILffY STATEMENT CONTACT:KEN SANDBLAST, AICP (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTL TY NOT FICAT ON w CENTER IS(503) 232-1987). THIS DESIGN COMPLIES WITH ORS 92.044(7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED BENCHMARK GEOTECH UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN ARE N - TO BE WITHIN ONE(1)FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON A SUBDIVISION OR PER FIELD MARKINGS AND RECORD DRAWINGS PROVIDED BY THE 5 PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK NO. GEOPACIFIC ENGINEERING RESPECTIVE UTILITY AGENCIES. LOCATION OF NON-OBSERVABLE AND/OR CV PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED 169. MARK IS A BRASS DISK STAMPED "#5" SET IN THE CURB AT 14835 SW 72ND AVE UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE \ WITHIN THE PROHIBITED AREA. THE SOUTHEAST CORNER OF SW 116TH AVE. AND SW TIGARD DR. PORTLAND, OREGON 97224 NOT GUARANTEED TO BE COMPLETE OR ACCURATE. 0 ELEVATION = 180.99'(NGVD29) PHONE: (503) 625-4455 CONTACT: JIM IMBRIE, PE, CEG UTILITY VERIFICATION: CONTRACTOR SHALL POTHOLE TO VERIFY0 LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING o_ o O CONSTRUCTION AND SHALL PROVIDE WESTLAKE CONSULTANTS, INC. in J r'S72-HOURS NOTICE OF ANY POTENTIAL CONFLICTS. w o Q r4 z I- SHEET il C100 ®N JOB NO. 2312-018 § GENERAL CONDITIONS z m" O0 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW,THE TIGARD CENTER BY CALLING 503-246-1987.IF YOU HAVE ANY QUESTION ABOUT THE RULES,CONTACT THE CENTER.NOTE: Z mi MUNICIPAL CODE,AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. PURSUANT TO THIS PERMIT. 21.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO FL, START OF WORK(POTHOLE BEFORE DIGGING IF NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR FACILITIES BE NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE.CHANGES MUST BE APPROVED BY THE iOr STREETS AND HIGHWAYS",U.S.DEPT.OF TRANSPORTATION FHWA CURRENT EDITION. CITY IN ADVANCE OF WORK PERFORMANCE.CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. • 22.A TEMPORARY HARD-SURFACE PATCH(COLD MIX A.C.OR HOT MIX BASE PAVING)SHALL BE PLACED ON TRENCHES WITHIN 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD ROADWAYS AT THE END OF EACH DAYS WORK.NO TRENCH,ON SITE OR OFF-SITE,SHALL BE LEFT AT ANY TIME IN AN LS SPECIFICATIONS AND,ALSO,IN ACCORDANCE WITH A CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN.A COPY OF UN-SAFE CONDITION.THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING � "" THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. FROM THE PROSECUTION OF THE WORK. W F 23.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES(ROADS,DITCHES,ETC.)AS MAY BE NECESSARY,IN THE CITY INSPECTOR'S OPINION TO OVERCOME DETERIORATION DAMAGEWHICH OCCURREDIN P 4. PUBLIC ROADWAY SHALL NOT BE PERMITTED TO TRAFFIC,ISRESPONSIBLE ANY TIME,WITHOUT HAVING FIRST OBTAINED WRITTEN TRAFFIC APPROVALE OR C ITW C m FROM THE CITY ENGINEER.THE HOLDER IS FOR PROVISION OF TIMELY NOTIFICATION OF FLOW CONJUNCTION PATH THE WORK AUTHORIZED BY THE PERMIT.CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDER'S >:DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD POLICE DEPT.,TUALATIN FIRE&RESCUE)AND TO TRI-MET EXPENSE. ^ • - a6 AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. B oW 24.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING ANY REVISION MADE TO THE S. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PREVIOUSLY APPROVED CONSTRUCTION PLANS AND,ALSO,ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBUC F Up�,N PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE SYSTEM OR FACIUTY,SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEER'S H C win INITIATION OF CONSTRUCTION WORK. CERTIFICATION OF INSTALLATION COMPLIANCE(FORM ATTACHED).IN ADDITION,THE APPLICANT'S AS-BUILT DRAWINGSC/)1-' Fo°f SHALL BE TIED TO THE GPS NETWORK.THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE ""T C7 Peo r, 0 0 WITHPOINTSW w 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED A ALL TIMES,INCLUDING NORMAL DELIVERY SERVICE AND MAILA FOR EACH STRUCTURE(MANHOLES,CATCH BASINS,WATER VALVES,HYDRANTS AND OTHER WATER SYSTEM N Z 10 1 SERVICE AND IF NOT,SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. FEATURES)IN THE DEVELOPMENT,AND THEIR RESPECTIVE%AND Y STATE PLANE COORDINATES,REFERENCED TO NAO 83 z o w (91).INCLUDE ACROBAT(Y•+'.PDF)FILE AND ONE 11X17 COPY OF AS-BUILTS. O W ?''g 7. TRAFFIC CONTROL DEVICES,FLAG PERSONS,ETC.,SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND - U ti 2N SHALL BE EFFECTIVELY MAINTAINED. 'A,,,, ! [gam 25.A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE"AS-BUILTS"(OF EITHER OR BOTH Med& W ayF 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180,WORK IS PERMITTED BETWEEN THE HOURS OF 7.00 A.M.TO THE STORM AND SANITARY SEWER SYSTEMS)SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO 7:00 P.M.DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 26.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS,ON A WEEKLY BASIS,TO THE 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M.UNLESS CITY'S INSPECTOR.(SEE DEVELOPER -ENGINEER AGREEMENT NOTE/ 5.) AUTHORIZED BY THE CITY ENGINEER.NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M.AND 9:00 A.M.UNLESS AUTHORIZED BY THE CITY ENGINEER. 27.THE CITY'S INSPECTOR MAY,AT HIS DISCRETION,REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT r n HOLDER,THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION v J 10.MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12i FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. ADEQUACY/COMPUANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO 28.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 0 12.BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR,(JONNY GISH AT 503-718-2467)TO ESTABUSH A PLACE,TIME,AND DATE FOR A 29.EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED.REPLACEMENT SHALL BE AT PRECONSTRUCTION MEETING. THE PERMIT HOLDERS EXPENSE. LC 13.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR(JONNY GISH AT 503-718-2467) 30.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL UFT OF ASPHALT HAVE 0 0 TWENTY-FOUR(24)HOURS PRIOR TO COMMENCING WORK,TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECTION BEEN PLACED. d AND AFTER COMPLETING WORK COVERED BY THE PERMIT. /r 0_' 31.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR,IN WRITING,THE NAMES AND 24 HOUR EMERGENCY \` a _ 14.A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL TELEPHONE NUMBER OF TWO(2)PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND, AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA.ALL WORK SHALL CONFORM TO THE PERMIT TERMS,CONDITIONS IN GENERAL,WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY.THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, H ~ (n AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S IN WRITING,OF ANY/ALL ASSIGNMENT CHANGES. LO W STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS.CHANGES TO ANY OF THE AFORESAID MUST BE D 0 APPROVED BY THE CITY,IN ADVANCE OF WORK PERFORMANCE. 32.SHE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR,IN WRITING, THE NAME AND Z Z - 15.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER.THE WORK 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION �++ AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS.A SAFETYTIFTHEAPER OR-OSHA,INSPECTOR CORP.ANY/ALL437,DIV.3 CONSTRUCTION,SUB-DIVISION P-EXCAVATIONS.THE CONTRACTOR SHALL Q JQ NOTIFY CITY OF ASSIGNMENT CHANGES. re COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. L 33.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND 16.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY AND/OR EASEMENTS _� Z Z IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT.THE CITY MAY PRIOR TO STARTING WORK.PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL BE PROVIDED TO THE W AT ANY TIME ORDER MEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. CITY.THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDER'S FAILURE TO OBTAIN OR 0 PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. O N 17.EFFECTIVE EROSION CONTROL IS REQUIRED.EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE 34.BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SHALL CLEAN AND COMPLETE APRE-ACCEPTANCE VIDEO LO CLEAN WATER SERVICES AND DEQ REQUIREMENTS.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGEto OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL INSPECTION OF ALL NEW SEWER UNES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE NY VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. - 18.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS.FLOWERS, BARK DUST,EXISTING SIGNS,PAVEMENT MARKINGS,MAILBOXES,ETC.SHALL BE REESTABUSHED,REINSTALLED OR 35.(PRIVATE SYSTEMS)THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, (.1) REPLACED,WITH LIKE KIND AND MATERIAL AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. 19.EFFECTIVE DRAINAGE CONTROL IS REQUIRED.DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO 36.(PUBUC SYSTEMS)THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC(QUARTERLY) ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBUC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. MAINTENANCE OF THE WATER QUALITY FACILITY.THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE - THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE (3)YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS.ON OCTOBER 151 OF EACH CONTROL YEAR DURING THIS THREE(3)YEARS PERIOD,THE DEVELOPER SHALL REPORT,IN WRITING,MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS.CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. 20.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.SAID RULES ARE PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY,THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080.COPIES OF SAID RULES MAY BE OBTAINED FROM THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. PROPOSED LEGEND EXISTING LEGEND REVISION os/os/zola r_ e. BUILDING SETBACK • FOUND MONUMENT AS NOTED SD UNDERGROUND STORM DRAIN LINE = i CONCRETE SIDEWALK Pd.' Q-a r zo G6, N n - ---- --- -- UTILITY EASEMENT - X FND 5/8"IR W/YPC MARKED t o __ / / --W UNDERGROUND WATER LINE ! 4i CONCRETE SIDEWALK "L.MADDUX PLS 2430" Z " w N K o _- STORM LINE _ (BY HOMEOWNER) FND 5/8"IR W/YPC MARKED C UNDERGROUND GAS LINE • % 9''Pte. N • ® STORM MANHOLE {N',.5L m ASPHALT-FULL STREET "RYDELL PLS 1473" -X FENCE AS NOTED S L 3 y,^; e - - STORM LATERAL �� SECTION Q SANITARY SEWER MANHOLE EDGE OF PAVEMENT AO �� w IIIIII CATCH BASIN PROPOSED CURB&GUTTER PROPOSED RIGHT-OF-WAY O STORM SEWER MANHOLE =---- CONCRETE CURB I SANITARY SEWER LATERAL THEM gUMN6 ARE THE PRmwm a - - PROPOSED LOT LINE ® CURB INLET `------- -- BUILDING FOOTPRINT LINE , NOT Ero CONSULT/MS RTE StHANY� REN S$--SS- SANITARY SEWER LINE - - PROPOSED SAWCUT UNE W STORM DITCH INLET _, -� YRR0 OF NU THE wn © SANITARY MANHOLE 4 SIGN CONCRETE ®®0O > AREA DRAIN z '?� GRAVEL im J FIRE HYDRANT PROPOSED STREET TREES > STORM SEWER CULVERT END -W-= WATER METER AND SERVICE LINEAC ASPHALT CONCRETE a S 14 WATER VALVE m -W-W-W- WATER LINE CONC. CONCRETE $ WATER METER 552 PROPOSED CONTOUR-1'INTERVAL FF FINISHED FLOOR FIRE HYDRANT 550 PROPOSED CONTOUR-5'INTERVAL UWY DRIVEWAY '-d HOSE BIB ABBREVIATIONS EC ELECTRIC TRANSFORMER GRAY. GRAVEL TYP. TYPICAL 8 AC ASPHALTIC CONCRETE PVC POLYVINYL CHLORIDE ® GAS METER F BW FINISH GRADE- BOTTOM OF WALL PVI POINT OF VERTICAL INTERSECTION DOC.NO. DOCUMENT NUMBER EE FINK CB CATCH BASIN RT RIGHT N SN SURVEY NUMBER GAS LINE MARKER DI DUCTILE IRON ROW RIGHT OF WAY © o DWT' DRIVEWAY APPROACH S= SLOPE TEl TELEPHONE RISER IP IRON PIPE I` ELEV. ELEVATION SD STORM DRAIN EP EDGE OF PAVEMENT SDMH STORM DRAIN MANHOLE �❑* TELEPHONE VAULT IR IRON ROD p GV GATE VALVE SS SANITARY SEWER W/YPC WITH YELLOW PLASTIC CAP \ IE INVERT ELEVATION SSMH SANITARY SEWER MANHOLE `� UTILITY POLE p LF LINEAR FOOT SW SIDEWALKWI UTILITY RISER W/RPC WITH RED PLASTIC CAP LT LEFT TC TOP OF CURB SIGN W/AL WITH ALUMINUM CAP i a O MAX. MAXIMUM TL TAX LOTCr o MH MANHOLE TW FINISH GRADE- TOP OF WALL ,E, MAIL BOX " ..-^C'"?.., > q `Z DECIDUOUS TREE J MIN. MINIMUM TYP. TYPICAL GUY ANCHOR `.)LN 10 d I- - NTS NOT TO SCALE PC POINT OF CURVATURE o GATE POST "SII = EVERGREEN TREE SHEET m PT POINT OF TANGENCY SS UNDERGROUND SANITARY SEWER LINE r\ C101 ®ID N JOB NO. s 2312-018 GRADING AND PAVING NOTES WATER LINES zg5 ii ii, " 1. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT 1. ALL JOINTS TO BE RESTRAINED. a CORRECTIVE ACTION,AT ANY TIME. 2. EFFECTIVE EROSION CONTROL DUST CONTROL,AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION,AT ANY TIME. • g 3. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LX .9 LIFTS NOT TO EXCEED 8'LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE I OBTAINED BY AASTHO T-180 COMPACTION TEST AND 95%WITHIN 3'OF SUBGRADE. CONSTRUCTION SITE AT ALL TIMES. W w 4. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70 APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA(AMERICAN WATER WORKS ASSOCIATION)STANDARDS. I111 a' IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN,IF REQUIRED,WILL BE i w CONSTRUCTED BY LAYING NONWOVEN FILTER FABRIC,EQUIVALENT TO EXXON GTF 12500,ALONG THE BOTTOM OF THE STARTING 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. E., BENCH,THEN PLACING A SIX INCH LAYER OF 1)5'"-3/4"DRAIN ROCK,AND FINALLY COVERING THE DRAIN ROCK WITH THE z NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON,CEMENT LINED,OF NEW MANUFACTURE AND MADE IN THE USA.PIPE SHALL BE E" • c�iwN BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH B-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 "MON'JOINT DUCTILE IRON,CLASS 52.ALL FITTINGS SHALL BE MJ(MECHANICAL JOINT)UNLESS OTHERWISE SPECIFIED. d mn PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR F E'o°i MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL ...7 C7 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36".BACKFILL SHALL BE 3/4"-0"GRAVEL. 0.N8 5. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE,BY THE CONTRACTOR,OF / oV'paj STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36"OF FINISHED GRADE,OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL It z O W BE REQUIRED. U AIM ti omo 6. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. py1 10.POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, Zc�..0 7. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE SOILS AND CROSS AND BEND LOCATIONS(SEE DETAILS FOR MINIMUM BEARING AREAS). W Pd.�F COIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 11. A 4X4X8'-0",PAINTED BLUE POST.SHALL BE INSTALLED IN FRONT OF EVERY 2'WATER SERVICE LOCATION AND REMAIN THERE 8. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED UNTIL THE WATER METER IS INSTALLED.ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2"IPT TEE AND 2"IPT%110 FOR EACH 2 FEET OF FILL COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. / � 9. EXCAVATOR MUST COMPLY WITH OAR 952-001-0010 THROUGH OAR 952-001-0090(UTILITY PRE-NOTFICATON,ETC.). 12.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6"FLG.(FLANGE)TEE,6"FLG.X MJ GATE VALVE,6"MJ X NJ HOLDING SPOOL (.1 1 AND A MODERN MUELLER CENTURION FIRE HYDRANT,A-442,6"MJ,5 1/4"MVO,3 PORT(2-2 1/2"NST HOSE CONNECTION, / 10.PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY,UNLESS OTHERWISE SHOWN ON 1-4 1/2'NST PUMPER,)1 1/2"PENTAGON OPERATING NUT OPENING LEFT,COLOR BEING YELLOW OR APPROVED EQUAL: THE GRADING PLAN. THE BOUNDARIES OF CLEARING LIMITS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO MUELLER CENTURION A-423,WATERIOUS PACER 6790,CLOW MEDALLION. CONSTRUCTION. NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 13.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1-1/2 CUBIC YARDS OF CRUSHED 0 II.WET WEATHER CONSTRUCT ION• SEE GEOTECH REPORT. 2"-3/4'DRAIN ROCK.TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH COVER. 12.STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN, UNLESS OTHERW I SE NOTED. 14.ALL SANITARY SEWER UNES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE INCASED IN A Q REINFORCED CONCRETE JACKET 6"THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.WHERE CROSSINGS ec 13.ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE ELEVATIONS, INCLUDING REPLACEMENT ARE NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18"OF SEPARATION BELOW THE WATER Ci OF STRIPPINGS,UNLESS OTHERWISE NOTED. UNE. Q IQ 14.ALL AREAS OF CONSTRUCTION ARE TO BE STRIPPED OF ALL TOPSOIL AND ORGANIC MATERIALS,AND REPLACED AFTER COMPLETION OF STRUCTURAL GRADING AS DIRECTED. 15.ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI(POUNDS PER SQUARE INCH)SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI.WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED F (A 15.THE REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH THE SOILS ENGINEER. AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. W w 1_ 16.ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO(2)HORIZONTAL TO ONE (I)VERTICAL 16.UPON SATISFACTORY COMPLETION OF TESTING,THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND ZO - UNLESS AUTHORIZED BY THE SOILS ENGINEER. FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION.FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. Z DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. LL a Q 17.CONTRACTOR TO HAVE SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO MEET THE CITY OF TIGARD REQUIREMENTS AT THE DEVELOPER'S EXPENSE.TESTS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY AND 17.CONTRACTOR TO SUPPLY A KUPFERLE FOUNDRY COMPANY ECLIPSE 1188 SAMPLING STA TION TO L CC WRITTEN RESULTS SHALL BE PROVIDED TO BOTH THE ENGINEER AND THE CITY OF TIGARD SHOULD COMPACTION THE CITY OF TIGARD WATER DEPARTMENT FOR INSTALLATION AT THE CITY'S DISCRETION. Z REQUIREMENTS NOT BE MET,CONTRACTOR SHALL RE-COMPACT THE FILL AND PAY ALL ADDITIONAL TESTING COSTS. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS,CLEANOUTS,VAULTS,ETC.THAT ARE Z NUJ CD AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH GRADE.STORM DRAIN INLET STRUCTURES STRUCTURES SHALL BE MISC.UTILITIES+ ADJUSTED SO WATER FLOWS INTO THE STRUCTURE WITHOUT PONDING WATER. O N 19. ALL DIRT SPOILS FROM STREET,PUBLIC UTILITY,FOUNDATION,AND DRIVEWAY CONSTRUCTION SHALL BE DISPOSED OF, 1. ELECTRICAL TELEPHONE,GAS,AND T.V.SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE Ul HANDLED,OR STORED OUTSIDE THE DRIP LINES OF THE REMAINING TREES.ALL WET WEATHER CONSTRUCTION MEASURES UTILITY COMPANY. SHALL BE IMPLEMENTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS. .-., .- 2. UTILITY TRENCHES ARE TO BE DUG,UTILITY CONDUIT IS TO BE PLACED,UTILITY TRENCHES ARE TO BE BACKFILLED, U`t 20.ASPHALT CONCRETE PAVEMENT MIX SHALL BE DESIGNED FROM A MIX FORMULA APPROVED BY THE CITY FOR MATERIAL VAULTS ARE TO BE INSTALLED AND TRANSFORMER PADS ARE TO BE POURED BY THE CONTRACTOR PER ELECTRICAL USED.CONTRACTOR SHALL PROVIDE ENGINEER AND CITY WITH CERTIFICATE OF COMPLIANCE FROM ASPHALT PAVEMENT TELEPHONE.GAS AND T.V.SERVICE PLANS AND STANDARD SPECIFICATIONS. UNLESS OTHERWISE INDICATED. 21.THE ASPHALT CONCRETE PAVEMENT MIX SHALL BE COMPACTED PER THE CITY OF TIGARD PUBLIC WORKS REQUIREMENTS. CONTRACTOR SHALL SUBMIT TEST RESULTS TO THE ENGINEER AND CITY. - STORM AND SANITARY SEWERS 1. ALL STORM DRAIN CONNECTIONS ARE TO BE TEES UNLESS OTHERWISE NOTED. r co 2. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM.DRAINAGE BLOCKOUTS Tra SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON THE PLANS.BLOCKOUTS ARE TO BE LOCATED 5 FEET •� S' 2"y/ o\ FROM PROPERTY LINES. ��' Zo� N 3. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. Z m w _ m N ix O 4. STORM SEWER PIPE,UNLESS OTHERWISE NOTED ON PLANS,SHALL BE PVC PER ASIA 0-3034(SDR 35). y 0 2' O 'f JP C 3 5. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95%PER AASHTO T-99 IN PAVED OR STRUCTURAL FILL AREAS. "+J gE�� z MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTURAL FILL AREAS IS 90%. Lu ce• 6. STORM DRAIN UNES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE REQUIREMENTS OF THE CLEAN WATER SERVICES. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION TARE o 000 TO INE PROPERTY ar OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL-OREGON YESILANE CONSULTANT INC(WE ONO CHAPTER IS REQUIRED.ALL STORM SEWER LINES HALL BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO A.MANNER TO BE,STM TME Y ' TAPING. PERMISSION OF WO 0 7. THE ENDS OF STORM DRAIN SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4"MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND VATH THE END PAINTED WHITE.ATTACH MAGNETIC TAPE ALONGSIDE THE 2X4 MARKER(SEE DETAIL 290-ST). 8. NOTIFY CITY OF TIGARD INSPECTOR 48-HRS.PRIOR TO PERFORMING ANY WORK. : am 9. STORM LATERALS WILL BE 4"DIAMETER,WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00%,UNLESS OTHERWISE _ NOTED ON PLANS. 10.ALL STORM LATERAL LOCATIONS SHALL BE STAMPED"0"IN THE CURB. 11.SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8(TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS)OF THE CLEAN WATER SERVICES"DESIGN AND CONSTRUCTION STANDARDS'. Z 0 12.SANITARY LATERALS WILL BE 4"DIAMETER,GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00%,UNLESS OTHERWISE 0- NOTED ON PLANS. a U 13.ALL SANITARY LATERAL LOCATIONS SHALL BE STAMPED'S'IN THE CURB. VI 14.THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4'MARKER r '.. EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE END PAINTED GREEN.ATTACH MAGNETIC TAPE ALONGSIDE THE 5 2X4 MARKER(SEE DETAIL 290-ST). 0 01 H o ¢o 0 to _J 5 O Q z F- SHEET - E C102 a m r. JOB NO. 2312-018a �mn z go m 1200-CN EROSION CONTROL COVER SHEET g. MISSION MEADOWS • �w y. , �W��5 DEVELOPER HOARD OREGON w 3 Wd , E } 12 4).•' \ MISSION HOMES NW,LLC Y E" �� Hky PO BOX 1689 F H • 115 $ LAKE OSWEGO, OR 97035 Z cv PHONE: (503)781-1814 d FAX: (503)570-8828 F"' f CONTACT: KURT DALBEY W E'-' ti Goo f" PLANNING/ENGINEERING/ w � � F { od p I, El SURVEYING FIRM STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES: THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200 CN PERMIT. LO �O n J--1 I r, THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE ay xx p ■ WESTLAKE CONSULTANTS, INC. 1. All permit registrants must implement the ESCP.Failure to implement any of the control measures or practices COMPLIANCE WITH THE 1200 CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES ORJ -T-- w S t-I I PACIFIC CORPORATE CENTER described in the ESCP is a violation of the permit. OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. T ARD ST 15115 S.W. SEQUOIA PARKWAY, 2. The ESCP measures shown on this Ian are minimum requirements for anticipated site conditions. Duringthe SUITE 150 TIGARD, OREGON 97224 P 9 P -SITE �1 PHONE: (503) 684-0652 construction period,upgrade these measures as needed to comply with all applicable local,state,and federal 1 LOC• ON FAX: (503) 624-0157 erosion and sediment control regulations. BMP MATRIX FOR CONSTRUCTION PHASES /1 1 CONTACT: CASEY FERGESON, PE 3. Submission of all ESCP revisions is not required.Submittal of the ESCP revisions is only under specific lJ 1 GARY ANDERSON, PLS conditions. Submit all necessary revision to DEO or Agent. R�TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF W WALNUT ST .1I. 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a AVALABLE BLIP'S. I�+� NARRATIVE DESCRIPTIONS source of erosion.- 411I.P EXISTING SITE CONDITIONS 5. Identify,mark,and protect(by fencing off or other means)critical riparian areas and vegetation including MASS UTILITY STREET FINAL WET WEATHER Important trees and associated rooting zones,and vegetation areas to be preserved. Identify vegetative buffer O Ird *SITE CONTAINS AN EXISTING RESIDENTIAL HOME, AC zones between the site and sensitive areas(e.g.,wetlands),and other areas to be preserved,especially in CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (001.1-MAY 31ST) DRIVEWAY, AND A COMBINATION OF GRASSED AND TREED perimeter areas. EROSION PREVExrrox AREAS. 6. Preserve existing vegetation when practical and re-vegetate open areas.Re-vegetate open areas when practicable PRESERvn NATURAL vcornxnow X X X X X X 0 VICINITY MAP before and after grading or construction.Identify the type of vegetative seed mix used. GROUND COVER X X 7. Erosion and sediment control measures including perimeter sediment control must be in place before vegetation veonxuucAPPu uniaes NOT TO SCALE DEVELOPED CONDITIONS is disturbed and must remain in place and be maintained,repaired,and promptly implemented following PASMCSHEEn1G X X Q Q W procedures established for the duration of construction,including protection for active storm drain inlets and 5011040 X X CD LJU *9 LOT RESIDENTIAL SUBDIVISION WITH STORMWATER catch basins and appropriate non-stormwater pollution controls. ousrconraa X X X X X X F 2 FACILITY 8. Establish concrete truck and other concrete equipment washout areas before beginning concrete work.Direct all TEMPORARY/PERMANENT SEEDING X X ' ' I co wash water into a pit or leak-proof container.Handle wash water or waste,concrete discharge to waters of the xunrrwZGNE LLI ? CC NATURE OF CONSTRUCTION ACTIVITY AND state is prohibited. OTHER ESTIMATED TIME TABLE 9. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading GOENT CONTROL O 2016: progresses and for all roadways including gravel roadways. SEDIMENT FENCE(PERIMETER) X X X X X X Q _ 5 CLEARING(MARCH) 10. Establish material and waste storage areas,and other non-stormwater controls. SEDIMENT FENCE(NTERae) X X X X ts13458 tsl3aoe *MASS GRADING(MARCH-APRIL) 11. Prevent trackingof sediment onto public orprivate roads usingBMPs such as: raveled(or paved)exits and snrewwarniou LZ 1s1340B P 9 7AxLOT ! TAxLoi *UTILITY INSTALLATION (APRIL-MAY) FRIER BERM it') U T2400 parking areas,gravel all unpaved roads located onsite,or use an exit tire wash.These BMPs must be in place 2200 2300 5STREET CONSTRUCTION MAY-JUNE INLET PRorECTroN X X X X X X I I (MAY-JUNE) prior to land-disturbing activities. _ *FINAL STABILIZATION (JUNE-JULY) 12. When trucking saturated soils from the site,either use water-tight trucks or drain loads on site. rATEaNG �p '.__. - - SEDIMENT TRAP mi TOTAL SITE AREA = 87,128 SF 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills;vehicle and equipment fueling, NATURALBUFFERENCROACHMENT N 1 1 2 3 4 jrs:3400 Iii = 2.00 ACRES maintenance,and storage;other cleaning and maintenance activities;and waste handling activities. These GTIER: O 1 I 5 TAxLo7 1 pollutants include fuel,hydraulic fluid,and other oils from vehicles and machinery,as well as debris,leftover RUN affCONTROL - ,__ 1 12000 paints,solvents,and glues from construction operations. cansm00005 ENTRANCE X X X X X X -""" - TOTAL DISTURBED AREA = 80,300 SF 14. Implement the followingBMPs when applicable:written spill prevention and responseprocedures,employee training 1 `` _ ^' WSUZANNE CT = 1.84 ACRES on spillprevention anproper disposalprocedures,spill pkitsin all vehicles,regular aintenance sceule for PIPE SLOPE GRAIN j I 7 Ute'NNE PL. - P P P P P OUTLET PROTECTION X --\ vehicles and machinery,material delivery and storage controls,training and signage,and covered storage areas SURFACE ROUGHENING x ( n .-,<;--E; f SITE SOIL CLASSIFICATION: for waste and supplies. CHECK DAMS `J I_: t 'SnxLar 1 - ALOHA SILT LOAM 15. Use water,sail-binding agent or other dust control technique as needed to avoid wind-blown soil. OTHER Cr 9 I 8 7 I 6 12100 16. The application rote of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to PJLLMGN PREVENTION I• y • �;;1 minimize nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any PROPER SIGNAGE X X X X X X I t .. j __ _I l RECEIVING WATER BODIES: waterway riparian zone. erzwvornwown X X X X X X l 1 �L� SUMMER CREEK 17. If a stormwater treatment system(for example,electro-coagulation,flocculation,filtration,etc.)for sediment or SPILL KITONsnE X X X X X X • 1S134DC CONCRETE WASHOUT AREA 151340C tst34Dc TAXLOT other pollutant removal is employed,submit an operation and maintenance plan(including system schematic, X X X X X X • nvoLor 1 TAXLOT coo location of system,location of inlet,location of discharge,discharge dispersion device design,and a sampling •X SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50'OF WATER OF THE STATE. 12600 12700 plan and frequency)before operating the treatment system.Obtaina approval before operating the treatment •+X SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. r RO I 1, P e9 Y) P 9 Y planPP P 9 system. Operate and maintain the treatment system according to manufacturer's specifications. ' do oINSPECTION FREQUENCY: 5 18. At the end of each workday soil stockpiles must be stabilized or covered,or other BMPs must be implemented s z r 6 SITE CONDITION MINIMUM FREQUENCY to prevent discharges to surface waters or conveyance systems leading to surface waters. �'�l&h73 zsG, LOCATION MAP AC VE PERIOD WEEKLY WHEN STORMWATER RUNOFF, 9. Construction activities must avoid or minimize excavation and creation of bare ground during wet weather October �+� o_ _. N o INCLUDING RUNOFF FROM SNOWMELT, 01 -May 31. RATIONALE STATEMENT AILMENT IS OCCURRING. 20. Sediment fence:remove trapped sediment before it reaches one third of the above ground fence height and �.>' 'se,P SCALE: 1"=100' before fence removal. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON �' A7 LEAST ONCE EVERY MONTH, DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT ` T.1� 0v`' z REGARDLESS OF WHETHER 21. Other Sediment barriers(Such as biobags):remove sediment before it reaches two inches depth above ground w STORMWATER RUNOFF IS OCCURRING, height.and before BMP removal. CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE or 22. Catch basins:clean before retention capacity has been reduced byfiftypercent Sediment basins and sediment DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR 2. PRIOR TO THE SITE ONCE TO ENSURE THAT EROSION AND P Y THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC 'MESE DRAMA'S ARE me PROPERTY OF BECOMING INACTIVE OR IN SEDIMENT CONTROL MEASURES ARE IN traps:remove trapped sediments before design capacity has been reduced by fifty percent and at completion of s Axrs INC(NCI)ANP ANTICIPATION OF SITE WORKING ORDER. ANY NECESSARY CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS. AS THE PROJECT NOT To es REPRODUCED w ANY INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE project. PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE PERMISSIONa a MTM TMe Mi. PROPERTY LOCATION: MADE PRIOR TO LEAVING THE SITE. 23. Within 24 hours,significant sediment that has left the construction site,must be remediated. Investigate the SUBMITTED. n 3. INACTIVE PERIODS ONCE EVERY MONTH. cause of the sediment release and implement steps to prevent a recurrence of the discharge within the Same 11455 SW 115TH AVENUE 24 hours. AnyIn stream clean upof sediment shall beperformed accordingto the Oregon Division of State INITIAL I f.-.Ig TIGARD, OR 97223 GREATER THAN FOURTEEN 9 3 (14)CONSECUTIVE Lands required timeframe. LATITUDE: 45'26'14", LONGITUDE: 122'47'41" CALENDAR DAYS. 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry 4. PERIODS DURING WHICH IF PRACTICAL,INSPECTIONS MUST sweeping and material pickup must be used to cleanup released sediments. am `�' THE SITE IS INACCESSIBLE OCCUR DAILY AT A RELEVANT AND 25. Provide permanent erosion control measures on all exposed areas.Do not remove temporary sediment control PERMITTEES SITE INSPECTOR:• 0 DUE TO INCLEMENT ACCESSIBLE DISCHARGE POINT OR practices until permanent vegetation or other cover of exposed areas is established.However,do remove all WEATHER. DOWNSTREAM LOCATION. COMPANY: REVCON, INC. PROPERTY DESCRIPTION temporary erosion control measures as exposed areas become stabilized,unless doing so conflicts with local ¢ TAX MAP+LOTS 5. PERIODS DURING WHICH MONTHLY.RESUME MONITORING requirements.Properly dispose of construction materials and waste,including sediment retained by temporary PHONE: (503)848-7300 DISCHARGE IS UNUKELY IMMEDIATELY UPON MELT,OR WHEN _ TAX MAP 151E34DC, TAX LOT 100, 101 &102 DUE TO FROZEN WEATHER CONDITIONS MAKE BMPs' FAX:CONTACT:0 TROY -5599ROM CONDITIONS. DISCHARGES UKELY. 26. If vegetative seed mixes are specified,seeding must take place no later that September 1;the type and percentages of seed in the mix must be identified on the plans. E-MAIL: troy®revconinc.net 6 ATTENTION EXCAVATORS: *HOLD A PRE-CONSTRUCTION MEETING OF PROJECT 27. All pumping of sediment laden water shall be discharged over on undisturbed,preferably vegetated area,and DESCRIPTION OF EXPERIENCE: a_ OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR through a sediment control BMP i.e.(filter bag). MORE THAN 20 YEARS OF EXPERIENCE INSTALLING AND MAINTAINING EROSION CONTROL OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES 28. All exposed soils must be covered during the wet weather period,October 01 -May 31. BMP'S FOR CIVIL SITE WORK CONSTRUCTION. V1 OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN AND CONSTRUCTION LIMITS. 29. If water of the state is within the project site or within 50 feet of the project boundary,maintain the existing o COPIES OF THESE RULES FROM THE CENTER BY CALLING OAR buffer within the 50-foot zone for the duration of the permit coverage,or maintain less than the entire I. 503-232-1987.IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU *ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH tt existing natural buffer and provide additional erosion and sediment control BMP's. SHEET INDEX 5 MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST DEQ 1200-CN PERMIT REQUIREMENTS. TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL N 503-246-6699. *INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH O O DEQ'S 1200-CN PERMIT REQUIREMENTS. 1200-CN COVER SHEET C200 *RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE EXISTING CONDITIONS, PHASE I EROSION CONTROL AND DEMO PLAN C201 z a AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR 0 LE O THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF N GREATER THAN SEVEN (7)CONSECUTIVE CALENDAR DAYS, GRADING AND PHASE II EROSION CONTROL PLAN C202 w r RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ¢ z ANOTHER LOCATION. H EROSION CONTROL DETAILS C203 SHEET E C200 � JOB NO. a 2312-018 gl.4- LEGEND �� ** PRE-DEVELOPED RUN-OFF GENERALLY SHEET FLOWS FROM .Z. ro^ X o0 NORTH TO SOUTH ONTO THE NEIGHBORING PROPERTIES. TREE TO BE REMOVED y .i O 4' ORANGE TREE 2. PROTECTION FENCE °''o -X-X- PERIMETER SEDIMENT FENCE ♦ o - - CI SEE CWS DRAWING N0. 875. w MCDONALD WERNER -- DOC. N0. 9808575 SCOTT LEGACY LLC DOC. NO. 2007-098288 DOC_ N0. 2012-0927600 INLET PROTECTION V § II R 1S134DB 20' 0 10' 20' 40' BIOBAG CHECK DAM ;" TAXDO 4D2200 TAXLOT 2300 S1342 W TAXLOT 2400 �� GRAVEL CONSTRUCTION ENTRANCE SEE CWS DRAWING SCALE: 1 INCH = 20 FEET NO. �< . 855. F t Al IES NMH4RINE 2200.3' V r � _� /�--� ® -.-� /// -\\ d Esn DRAINAGE FLOW DIRECTION a z ♦ ewia`Ie ( ) \ / \ -- - - PROPOSED SAWCUT UNE �F o'A E OUT(8",S)200.2' _ _ \ \-- /,-- _ \ S88'OB'S9"E, 358 55 -- ,L-�-- \/ , a Sap 1121 I 61 I O 7C X �, .-- --7.-==-2=i--=._---=IX-X- _ x X= .,may '••ft . z 1 \ ! - - - - - - - - W v1 z am" I . x x 1\ GENERAL NOTES .. • j ' 0,-,-„,.•4b \-\\-,„,_,;„, _ __ _ II AFS. /i / ,7( j///. "✓' L i -�\ \\/ 's, 4../,-; _, I 1j\\ s �!i\ iiichi W •gig i/ �� / L N \W um. V A, _� ST{,Ep //( / A � 1 V / 3, 1. CONTRACTOR SHALL INSTALL 4'HIGH TREE PROTECTION FENCING �y I d' I \ 1 �` L//////j/ - / 4 �„ a /'� A // /1 p� ! AROUND ALL TREES TO REMAIN ON SITE DURING CONSTRUCTION. V' rP C_._ I rl -� / � \ --_,:-.--=--1.-//'''- _-_ / I\ f+/ Wil"- � 1 I 6�p C V �.- `,_ \ I \ / / \ Ky^ ;r+; s6-440P14,' \ / 4 7-- / \" i / / FENCING SHALL BE PLACED AT THE TREE DRIP LINE. W a'� V f SA I �� // r �l�v A ., wifter / I v�_i-_ _ ' / _. I /. 1 2. ALL EXISTING UTIIJTIES ON SITE ARE TO BE REMOVED. ALL 1 < i� -�A \ / �,,,c / �, _. I \ j r //, �� l r A v\ / \ 'r I BACKFILL AND COMPACTION WORK ASSOCIATED WITH UTILITY IIJC I V ��'� / V A / v �= • "j \v ' // > vI x REMOVAL MUST BE OBSERVED BY THE OWNER'S TESTING AND Ir UT� \ o / \ 1 / \ 'LM \ / \I \ - \ \ INSPECTION AGENCY AND MEET CONTRACT REQUIREMENTS FOR `i \� ---, I `� I-- I ��,_.,- ._,,,.y /I / % • n,J A - / I� COMPACTION. COORDINATE WITH UTILITY COMPANY. • ! I �,.- l /� \ \ v� / ID �-/._. \ �STING I r,! �'r �v �� Ix / 3. ITEMS NOTED FOR REMOVAL OR DEMOLITION TO BE DISPOSED OF 1 I x-1 \ 1/ v /A v A/ / v/ / 'cX F II � /V I v l `t;( ,,,t-DN1S13/IDC D °/ - IN A MANNER THAT MEETS APPLICABLE STATE AND FEDERAL - I ._._.. r, r'o \ \ / / `r"t 1 / \ \ ._ TAXLOT 12000 © Ci I i 1 / X I/A "� '! A\ -.v // \ �✓ .A 'A1 _-_� /iC „i/`b,A �� I REGULATIONS. Lx 5c '1/ \\ N / �i / ,_� - 1-3/ 1 , r ,\ L ""-� x LOT 9 4. INSTALLATION AND APPROVAL OF ALL TREE PROTECTION AND Z Z \ '1„/I_,,7)-' /I \ 'l/1L/ / /////'/�� *� :,LLS / �/ 6 \ / 3- \ ESC MEASURE ARE NEEDED BEFORE CONSTRUCTION BEGINS. O Q Q Lu pCURQUE 4/ �1\ 1 I GASCADIAN PLACE" a 4 -1 1 205/ I'S 1 �- ? R/�RCEL J-' / \ _3-/` I IL\C�\" \ V/ •-� 1 x ✓ 5. UNDERGROUND OVERHEAD POWER LINES WITHIN ROW ADJACENT D_' O 1 ---" - 1 DOC. N0. 20 �-983866 \ \-__i' , \ .0 , , \"' 1 o TO THE PROJECT SITE. COORDINATE WORK WITH THE UTILITY Q O Z ! �-- \ \/<-1\/..../- /'I .A(i '- /:r.':',, -'--„,-,----z---/ (.. COMPANY. O W w ! .-9' 38,391 Q. FT. r-\ (', r �� L -y, n \/ \''. ' J _.r vvxtN CASCADIAN PLACE d 0 p ""��- '' aC I'S 1--' / - -;' I '` i r * ,� �N'r1 v� SUBDIVISION DEMOLITION/ESC KEYNOTES Q ; W o U 1 _ ,, 1 /I AI _ - 1 �� _ 1 -- --' - - - \`. ',: 1 X11 - o EXISTING STRUCTURE TO BE REMOVED. LI W (8 21 F� SI-, lx) i :I T � z ), <_,,,S I IV' _ _ O REMOVE EXISTING ASPHALT PAVEMENT AS SHOWN TO / I I // vV Av / \r/ I/////�/j! ���' / AA / 1 / y -� INSTALL IMPROVEMENTS. SEE SHEET C300 FOR PAVEMENT Z Z p -_ !� I A�IJ / 1 l ,j / / A 'F *„../1 I A e x RESTORATION. �+1 a. Z j :� '- 41 / L � / / AQ �/ __,- '/ V 1 I - _CECI< EXISTING - '- 03 EXISTING OVERHEAD LINE TO BE REMOVED. COORDINATE Q \ / / ✓`} 1 \. / / .7001 HOUSE !\ �� _1 �I-- WITH UTILITY PROVIDER. L Z J _ i _ �� �ZS _ /��� �} %,• w ' // x v SW SUZANNE CT °ix 1-� M---r ,,�x pp��9." `�(�„S' - /� // , F" vim,_ / Av / /� -/>/, v�..-- 4 EXISTING CONCRETE TO BE REMOVED. p Z r,, '^ G 1!riiIV A / / \ �1 POOL CON TROLS- ® 0 - � V �5 EXISTING WALL TO BE REMOVED. N Z ,� a I �/I\ 5 V v // I\ �� - c 1 " �y \i __-\�---' © EXISTING FENCE TO BE REMOVED. U F- I/ I AIo �� / O / -__- y_-y' // 1�4 �.7 �x _x ® ! -II- I 1 ® EXISTING UTILITY POLES TO BE REMOVED. COORDINATE WITHal W c� ,,i',4) yy// )\ _ A __ / v 1 ° �ls / I UTILITY PROVIDER. _ - 1{ ,� I 1 / _ Y \ �\ / I 8 EXISTING WATER METER TO BE REMOVED. COORDINATE (I) F \ -- -- - - T` - 0 _ 9/ / ♦ / O REMOVAL WITH CITY INSPECTOR. W 1 ( ! ) j EXISTING \ - / ii, X(/) CB RIM 200.76' n Z,(1_„$' BOURQUE I 1 HOUSE / \ \ I / O INSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL W (CC».SS000... 855 ON SHEET C203. IE IN(21",N)197.5' 3 I A 1 / PARCEL II 1 / ® / -, x i A / IE OUT(20.0)197.5' x �f _ \ NONE STORE x K--\ ��'- - ® v - z e v / DOC. NO. 2000-083866 v / yV EASEMENT / 5 CH AINLINK ! I 10 EXISTING UTILITY POLE TO BE RELOCATED. COORDINATE WITH � \„ f / 1 A \\ 4 ,, 48,727 SQ. FT._ v 0 v ���/� 1513400 UTILITY PROVIDER. 111111 \(\/ 1 1 qp\ / \ --„,,,,e7:/ ///�-_.\ wQ / TAXLOT 12100 EXISTING MAILBOX TO BE REMOVED. r/ ✓ / v� 11 P__._ ,- 1-8E--- �' of �� z_ _' v / A -v /� �v I � //,,,e- 12 INSTALL INLET PROTECTION TYPE 4 PER CWS DRAWING NO. o -- c1 - \ ✓ \ / O I\ L01 10 /c / ` \/ / �/ �\ 915 ON SHEET C203. v� x �r�,--� f a--- I I -I © _off- / / Em %�lA. 1. �/� x� "GASCADIAN PLACE" 1�F, 1 t INSTALL SEDIMENT FENCE AS SHOWN ON PLANS PER CWS , _ �n o DRAWING N0. 875 ON SHEET C203. r eA _T'/T_ oH- . . � \ ti'a -_ A ,„ v -_� oN _ A AC _0:1131:: � / 14 INSTALL 5' TALL METAL TREE PROTECTION FENCING OR A,4,�'z3m ' io v\ 3 t II �2 �� t--- - A ,�ONC EXISTh.G ,� I 1., 11 APPROVED EQUAL PER THE PROJECT ARBORIST. FENCING TO ♦ z m - U' V I 0 P ----- - GARAGE I / .4 v BE SECURED TO 2"STEEL POSTS AT 8'SPACING AND 12 /7 ce2 SA hYCUT \�t.,(C_ /7- 1 2 11 oN" < / O I / \ I DRIVEN 2' INTO THE GROUND AT TREE DRIPLINE AS SHOWN. , ��I file,S /'r / O 1 ® - sEPno ,th% ��° a �vv 1 �"I',P �A l \ oN /"2 / \ TANK LID O /2L"V--y; / ..'. ', / ! 15 DECOMMISSION EXISTING SEPTIC SYSTEM PER LOCAL, STATE, F,?� z �� - _ -_ __ - / _- - - \\ /I ` 1\ AND FEDERAL REQUIREMENTS. e ® �-- 1 ♦ IDC (RIM-199 © / O® \ n_.. / rc x IE 12",N+W 196.3' oµ / \ \ - © _ I M, / \// 18 REMOVE EXISTING STORM STRUCTURE AND LINES NEEDED TO __ / / ✓'-i \ 7 © / \ BLIII O,KWALL \ /� / INSTALL IMPROVEMENTS. DISPOSE OF MATERIALS OFF-SITE. ® oN , ,, j 1 Lr� /- \ J\ 'X \ ,xcsE DNAwxvsv.�rA'".ws PROPERTY a _ \ j 1 - •� 2p \\ I SEE SHEET C500 FOR STORM IMPROVEMENTS. INC NCI AND v ?�-x-x x- -�l we'd X J/�t �� i "� ® /� ARE:,CONSULTANTS D��N ANY _ r- .�.,r ww �, I \ / PROTECT EXISTING FENCING TO REMAIN. PERMISSION 1NE M4101 E I r o �a,As - \ / \ / \ X x X x X-iC-1xx- i�-{-,�/ 0.,. \\\ ♦ \ 1 Co Z Nsa a 43"w, 35e.73' -- -- - P. PRE-CONSTRUCTION,CLEARING, AND S4.14'02"E, 0.80' I w I w- DEMOLITION NOTES m 1. ALL BASE ESC MEASURES(INLET PROTECTION.PERIMETER SEDIMENT N X.17I.1 o - - _ iS134DC I 1S134DC A C. ::l •A : INA . 'AN )MUST BE IN 1S134DC - -�. --- - _. TAXLOT 000 PLACE, FUNCTIONAL AND APPROVED IN AN INITIAL INSPECTION, o 8 _ - - --- TAXLOT 12700 PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. AXLOT 12600 II P,4RCEL 1 PARCEL 2 ANDERSON 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE. P.P. 7004-050 P.P. 2004--050 A DOC. N0. 54002537 BERMS CONSTRUCTED OUT OF MULCH. CHIPPINGS OR OTHER O m Q. ,. MA1:: TR•W :II_S OR 0 '" ♦I♦ i= . _ _ IERIAI S. 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, w _,i ! ! WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY a N ,� DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK . , j FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN 5 THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE [\i CONSTRUCTION BARRIER. UTILITY STATEMENT SURVEY NOTES o THE UNDERGROUND UTILITIES SHOWN HAVE BEEN MAPPED FROM FIELD SURVEY4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE INFORMATION, OBSERVED ABOVE GROUND EVIDENCE AND GROUND MARKINGS BY OTHERS, „i„,:ii. rEXISTINGCONDI IONS PLAN 1. BASIS OF BEARINGS IS NORTH 68'1l'49"WEST BETWEEN FOUND BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION H .4_AND EXISTING DRAWINGS SUPPLIED BY OTHERS. THE SURVEYOR MAKES NO GUARANTEE MONUMENTS ON THE SOUTH LINE PER PARTITION PLAT 2004-050, OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT zo QO THIS PLAN IS INTENDED FOR USE AS AN EXISTING CONDITIONS PLAN SHOWING THE CONDITIONS OF THE SITE WASHINGTON COUNTY PLAT RECORDS. LIMITED TO, STREET SWEEPING. AND VACUUMING MAY BE REQUIREDTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, PRIOR TO CONSTRUCTION.INFORMATION SHOWN ON THIS PLAN WAS DEVELOPED FROM THE TOPOGRAPHIC TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE g -IEITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT �� SURVEY,AERIAL PHOTOS,AND SITE OBSERVATIONS BY THE ENGINEER.NOT ALL SURFACE FEATURES OR 2. ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK NO. 169. DURATION OF THE PROJECT. z < THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH UTILITIES MAY BE SHOWN.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION MARK IS A BRASS DISK STAMPED "#5" SET IN THE CURB AT THE I- HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM Know whaPs below. TO DETERMINE WORK SPECIFIC DETAILS.TOPOGRAPHIC INFORMATION PROVIDED BY WESTLAKE SOUTHEAST CORNER OF SW 116TH AVE. AND SW TIGARD DR. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND SHEET INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE CONSULTANTS DATED NOVEMBER 06,2015. ELEVATION = 180.99'(NGVD 29) FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION m UNDERGROUND UTILITIES. Call before you dig. ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: C201 •" .:'I _ WI ♦ I PRO ON A .', 3. FIELD SURVEYED OCTOBER 22-23, 2015. ROUGHENING. AND BANK STABILIZATIONI. ®1n JoB2312-018 O- ,, 05 11 _ /°"‘ 20' 0 10' 20' 40' z FA a iLOT 2B 1ST34DB 1S134DB SCALE: 1 INCH = 20 FEET c I // TAXLOT 2200 � TAXLOT 2300 TAXLOT 2400N' ° N88.08.58"W, 358.55' EROSION CONTROL KEYNOTES 1�� ► - - _ . }� 01® X-X-X %-X X-X-X-X X %-X-X-X-X X-X-X--X-%�X-$-X-X-X-X-X TYPE 4 PER CWS . LIMITS OF DISTURBANCE(TYP.) I I Ot INSTALL/MAINTAIN INLET PROTECTION ^ I I /O O ©(TYP.) I x DRAWING NO. 915 ON SHEET C203. w m X20I 7 i • _ `. m'7 '� N. '� "� "' �" �. �+ I I I O INSTALL/MAINTAIN SEDIMENT FENCE PER CWS DRAWING NO. SO ` I I 875 ON SHEET C203. 3 r7 we ( .)0 I r % I I ] /� I4 xI O3 MAINTAIN CONSTRUCTION ENTRANCE PER CWS DRAWING NO. a m -(/ `. I _. _.� ( 855 ON SHEET C203. E d • • I C7 - - .� I I I I x ® INSTALL CONCRETE WASH-OUT PIT(8FT X 8FT; 2.4 CY F i.-,&i:, LOT 2 LOT 3 I LOT 4 I 9 I CAPACITY)PER DETAIL, SHEET C203. W 05 o I I - x O INSTALL/MAINTAIN BIO BAG CHECK DAM PER CWS DRAWING NO. i z CI IN L206 LOT I I -206 - _ LOT �J 915 ON SHEET C203. z 080 LIMITS OF - 1 - - I- , I 15134DC 0 INSTALL OUTFALL PROTECTION PER CWS DRAWING NO. 820 ONSHEET C203. C7 �� DISTURBANCE F. I e �PI TAXLOT 12000 "MANI IL 1 ( ) `J I ry 0 I ij I Oy / \ ©( ') - I I DIISTURBANCE O APPROVED SEQUAL PER ATHE PROJECT ARBORIST. FENCING TO w 0.~� �� MAINTAIN j 205 •-:: I- / _____77.x_________.7.- _ ��(TW.) BE SECURED TO 2"STEEL POSTS AT 8' SPACING AND DRIVEN I 205 / j ��. A - 2' INTO THE GROUND AT TREE DRIPLINE AS SHOWN.. t ( ) I_ I i ©(Typ) C5 / / . // x THE PROJECT ARBORIST SHALL BE ON-SITE TO SUPERVISE LEGEND V / • �� '� '" - - �_ T � THE WORK AND OVERSEE OR CONDUCT ANY PRUNING OF - - ,[, I. C o 2p4 � _ i ROOTS ORBRANCHES THAT OR HAVE BEEN E Z V X-X-_ .-° ,j- ,x DAMAGED BY CONSTRUCTION COULD TDHE PATHWAY. LIMITS OF DISTURBANCE Q 0 - " ° 50' SEPARATION TYP. - �v L n • - -- � - ' �� � � � ,� - 11 �- - PROPERTY LINE 11 SW SUZANNE PL_ 41, SUZANNE CT. - - ROW UNE O 2 GUTTER X Q O Q _ �.�'_ i 100----- EXISBTING 5'CONTOUR d Z L_ �I 203 Mr n Qj-=- , - - - _ "_ - _ _ - - - 0 I i_ ,�3.=. - CII EXISTING 1'CONTOUR U ,.. V ©( ) - / o. �, o' " _ -100- PROPOSED 5' CONTOUR Z ��- ®�© .-_.a �� � -� - - ' i�} O 4 .ae - - -102 PROPOSED 1'CONTOUR LLJ Cn N 20,1 N /� I / G� o - TREES TO BE REMAIN w _...✓ --..I.., TW -- - --_\ / W 0 1� ®® ��� / I w SITE GRADING INFORMATION A BW 199.0��%. .�. R9 BW 198.0 '25)'' \ ' _ Q NEAT LINE CUT 744 CY 201 ^' .;: o NEAT LINE FILL 739 CY Z 7 115 II ` // D0h \\ 4 I z LOT 1 C STRIPPINGS*(ASSUMED 6"DEPTH) 674 CY N Q Q jI I i.L_. O 1 I (TYP.)© 'k �Oc� 1 xI TAXLOT 12100 I MAXIMUM CUT DEPTH 5.9 FT O IIIII �) gg a C9 1- % 1 I MAXIMUM FILL DEPTH 3.4 FT - LOT 6 x MAXIMUM PROPOSED SLOPE 2:1 (H:V) - --.1 - LOT 9 ' LOT 7 - - - TOTAL AREA OF DISTURBANCE 1.84 ACRES �/ / W N m Q' - LOT 8 202--------LOT Ifn .ss 200. _ F- m 200.7 %-X %- I r__„ .__, m �" r� x (*ASSUMED REPLACEMENT/STOCKPILE ON SITE /� 1- �II ' BW 198.0 I «w x (, 1 Q d ' , m x TEMPORARY a I x OUTSIDE BUILDING ENVELOPE) V , _ -- I" R' I CONST STAGING --I- x TEMPORARY I :22 I I,; Il l i, ' 0 &STORAGE AREA r or J STOCKPILE AREA > I g� I ,. x EROSION CONTROL LEGEND I j r::� .. 8' "tom-x-x- x-x-x-� Oo - -X .09 Ii • r IT _ I I I -o-- TREE PROTECTION FENCE II 11 .i,.......: O LIMITS OF DISTURBANCE(TYP.)--- _, I x 1 t li.re•A• •r f ©( ) '' I I -XX- ORANGE CONSTRUCTION FENCE �' "c a+ °1 i� I) 196 - - -- .m. ._ s >� >� -X- N Y- ' I I D _ �� ii W •9 __ �*! w# I PERIMETER SEDIMENT FENCE o0 :wi. BW 199.0-X-X-X-X %-X X-X-X-X c� --- ` SEE CWS DRAWING NO. 875. s dn, N : 0 ��` - • 1•- _ -..... ----.......1. _ '_, --- - 0 INLET PROTECTION �� �Q- z n -15 2 y% E�-,.�,.?_,+�. R-X----2-=-X5--X`R-7(-R-X-X-X-X-X. O,�• o_ 6 , 5 POST-DEVELOPED __ _ .588'11'43"E, 358.73' - - GRAVEL CONSTRUCTION a w o r- DISCHARGE LOCATION - ENTRANCE SEE CWS DRAWING 1 Z' 0 2 o - I' t N474'02"W, 0.80' NO. 855. d _t JQ'2P w I " I 1S134DC 1 1S134DC 4n DRAINAGE FLOW DIRECTION �IY1 I I 1 1S134DC ***NOTE TO CONTRACTOR,.. TAXLOT 600 TAXLOT 12600 TAXLOT 12700 1 PER CITY OF TIGARD REQUIREMENTS,ALL CONSTRUCTION BIOBAG CHECK DAM THESE DRAWLS THErxawn OF o- - - - -- - -- PERSONNEL VEHICLES AND EQUIPMENT TO BE LOCATED NES➢ANE CONSULTANTS SIC.MCO AHO .9 ON-SITE ONLY-NO OFF-SITE PARKING. AK NOY TOBE5 0 WPM N ANY TA CONCRETE SHUTE WASHOUT p mE� wood ME PM a N� wm EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION GRADING GENERAL NOTES im 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF 1. ALL BASE ESC MEASURES(INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL 1. ALLI GRADINGBUILDING NVCOD SHALL CONFORM TO THE o BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. CONCRETE TRUCKS INA LOCATION THAT DOES NOT PROVIDE UNIFORM CODE AND THE OREGON SPECIALTY CONSTRUCTION ENTRANCES, ETC.)O MUST BE IN PLACE,FUNCTIONAL, AND APPROVED IN CODE AMENDMENTS, INCLUDING APPENDIX J. OTHERWISEAAUTHORIZED:ORRUN-OFF THAT CANS ENTERUTHE STORM WATER SYSTEM. IF AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. a A.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION GREATER THAN 50'FROM ANY DISCHARGE POINT, 2. ALL"SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING)"SHALL BE INSTALLED MIX. CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE H/5 BUT 2FT MIN PL. B. DWARF GRASS MIX(MIN. 100 LB./AC.) OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE PLANS. AND NEED NOT 6 1. DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION CONTROL LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE EXCEED 20 FT. I o_ 2. CREEPING RED FESCUE(20%BY WEIGHT) MEASURES. CLEANED WHEN IT REACHES 50%OF THE CAPACITY. 3.LONG TERM SLOPE STABILIZATION MEASURES"INCLUDING MATTING" SHALL BE IN PLACE TOP OF C. STANDARD HEIGHT GRASS MIX(MIN. 100LB./AC.) 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL OVER ALL EXPOSED SOILS BY OCTOBER 1. SLOPE 1 2-1 N 1. ANNUAL RYEGRASS(40%BY WEIGHT) DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. CUT OR FILL Lo0 2. TURF-TYPE FESCUE (60%BY WEIGHT) FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE 4.THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE SLOPE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. OR OTHER APPROVED MEASURES. TRASH. TOE NATURAL OR 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 5.INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. PL* SLOPE I FINISH O oS SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE 13.AVOID PAVING IN.WET WEATHER WHEN PAVING CHEMICALS r GRADE N 20 TRACK-WALKING OR THE USE OF OTHER APPROVED DURATION OF THE PROJECT. ADDITIONAL MEASURES CAN RUN-OFF INTO THE STORM WATER SYSTEM. o 3 IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET o AND REDUCES RUN-OFF VELOCITY. TOP OF WALL I H SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE 14.USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET TW=XXX.XX H/5 BUT 2' MIN. - - THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE PROTECTION TO PREVENT RUN-OFF FROM REACHING I 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE DURATION OF THE PROJECT. DISCHARGE POINTS. AND 10' MAX. o a 0 THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA BW-XXX.XX r I03 SEEDING WITH APPROVED MIX AND APPLICATION RATE. 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE 15.COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE l w Q PROTECTED THROUGH THE USE OF APPROVED INLET POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO RETAINING WALL L o I- S, 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: PROTECTION MEASURES. ALL INLET PROTECTION MEASURES PREVENT INTRODUCING THESE MATERIALS TO THE STORM BOTTOM OF WALL CALL OUT NATURAL OR FINISH +PROPERTY I INE ' - COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS WATER SYSTEM. AT FINISH GRADE GRADE ,'. SHEET MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. NEEDED. IBC-FIGURE J108.1 Know what's below• C2O2 Ij S 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A 10.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST NOT TO SCALE Call before you dig. L L ®tn STABLE LOCATION AND CONFIGURATION. DURING"WET BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE RETAINING WALL CALLOUTS WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. JOB NO. _ 2312-018 $i- E m- z z iii D. o • FOR FURTHER INFORMATION f.. ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER 1 III SERVICES EROSION PREVENTION (I ' E2 AND SEDIMENT DESIGN 1!Y II'� I I UNDISNRBEp F PLANNING AND DESIGN MANUPL. et I 1 i/ VEGETATION w t p! t7;;I:IPAX; lit, A 'til I-� IiII/� H Way —� I� O�,�� W'J y LI: OF SFAM5.2.OVERLAP •%%1 jzalil:------$ --__: `ENDS OF BACsI'� BOUWy OVERLAP s'1YPIClL '�' CULTIVATE SOIL TO CREATE FURROWS . ti.�-iq • PERPENDICULAR TO SLOPE �� 'Z dN PLAN VIEW Ns w p.,-,,TS F 441117 AW ‘.: silt/ i 41' et:7,......„R IN ueDtsTuft6e0 '. . WELTER BAG °Or- Ain i: IIIMI, �� [ v6cerATION 2� ti> 1.0•. N.--$06[0.1.4-4.410, INTERCEPTOR 1 + . R ,,,::7-',."''' � I I /swALE 1 / I BARRIER REQUIRED®TOE OF SLOPE. (`�/S;IL1I.-f/) VI, `� 8 0 PLASTIC SHEETING 'llil' _____V,.,—'---•.-- OSE CODER LARTTRACKS To cREArE cRoovEs PROFILE Ill ...„„0„....-.070- �� PERPENDICUL i0 SLOPE IX � _�� .WASHOUT LENGTH TO BE 8' 0 NOTES: � � ;p f CONCRETE SHUTE WASHOUT / 1. MINIMUM 12'OVERLAP OF ALL SEAMS REQUIRED. \♦ NOT TO SCALE 2. BARRIER REQUIRED®TOE OF STOCK PILE. Q NOTE: 3. COVERING MAINTAINED TIGHTLY IN PLACE <V �% / / F W 1.BIO BAGS ONLY REQUIRED WHEN BY USING SANDBAGS OR TIRES ON ROPES WITH A j� w W J DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. FOR FURTHER INFORMATION = 0 ' ON DESIGN CRITERIA SEE _ 2.STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER ON DEIGN CRITERIA$EE WITH EITHER METHOD USING(2) SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER 1"x 2"WOOD STAKES OR APPROVED AND SEDIMENT CONTROL SERVICES EROSION PREVENTION L EQUAL PER BAG. PLANNING AND DESIGN MANUAL. AND PLANNINGAND DESIGNENT MANUAL. /N a O OUTLET PROTECTION r 0 RIP RAP SURFACE ROUGHENING C1eanWater Services PLASTIC SHEETING CleanWater Services CleanWater Services Z Detail Drawing 820 REVISED 12-06 •nr commltmem.a clear REVISED 12-os Our commitment ie dear. CAT TRACKING •,,enmmltment;,Bear. 3 O 9 DRAWING NO.870 DRAWING NO.830 REVISED 12-D6 OZ 1n O n W ((j ) LAI/'N% S &,LL Y I I x 4, f MAY BE USED SHORT TERM 7 1 it FVU SLOE ✓ ��* C -N-,NA1 Y- A S QO\\r'S :AO'/ �/ R ANGLE FILTER FABRIC �PHASING TOF DEVELOPMENT _.11 / --3 .-r/- ''''''''-'±7---:'--1:::---,--- _ ' ' PPM°I \UT•MN' FENCE TO ASSURE SOIL IS TRAPPED �� N do o /c 077---,/,•/,,,-:,\--,/ a� ..o e a. ( n M nt a ��III °1 4/ e-w Y ea, 0 A..v • ♦ • \ FLOG11 , Illfllll II1111111111 2 y \ v ,i / ' ,� / �A� �� 1 > R'''''''°:..-' V `. A --IIIIIiIi t' Ini Ilii -3(�" 6 o 3 ' MI I nurnll ATE fu a z A v ••-4.•'a: II a i w • �� �� Ill 11111' N K O / // 1// x RADIUS 25 MIN e 1 �s' d �P P 3 / / by�; A INTERLOCKED _ V , //.. MEA"- r,S z'X z' POSTS ec N,.._., d �/ //M I U /7' ‘ CLEAN PIT RUN OR a•-e•CLEAN ROCK o 4` oR ENE EO•• AREA DRAIN /' �� �oa�ssl� AND ATTACH PLAN VIEW 9UBORADE REINFORCEMENT Il 7~C> /./ GEDTEXTILE.AS REQUIRED / I CATCH BASIN r MOMS ARE"THE PRORERtt W / // �� // r MIN. USE STITCHED LOOPS 01 "� NO N ANY /� r �/� DEPTH 3 m nlm m ,_� /OVER z".2"POSTS NOTES: DIIMEM'0111 THE NNTml // / e20'MIN.FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL /Tom toeOsI pe ; FLOW -�� PERMISSION /,(r// t BURY BOTTOM OF FILTER FABRIC 6" E WV /0,,,,,,, A / -,•/‘;',/<:,//K\\\'�\\/ ` VERTICALLY BELOW FINISHED GRADE. \ `- _ ':,'1'141111 6.. GRAVEL CON3IRUCD04 ' N ., 111; 0 /-/ , ENTRANCE CURB RAMP �� 2 2 x 2''FIR,PINE OR STEEL e % a / /� III U j R / / /// e / yj.. _ PA EMENT r 6 T / // r,c/j fll III YYY`L ON -':-7---- TEN eona� .�_ , �' _ �/ r / U: ? �2•�'! t .��i��,��,� _ ` UPHILL SIDE OF SLOPED 1 a l'''1----:' AVID III' //�� 3 FLOW * / / ` 4. COMPACT BOTH SIDES OF PL TER FABRIC / 50 V } TRENCH. ENC1i :.,1 � III 1111111''- i PANELS MUST BE PLACED �tl / / � PROFILE ACCORDING TO SPACING ON I I IIIBri IIIIJ -y yF&�V� STAPLES T..ia/i�7 i�/,;,��/‹� ��/ DETAIL ACCORDING NO TO PLAN VIEW ISOMETRIC VIEW - �!��/��A// A ' NCS DITCH INLET ^o TYPICAL SLOPE T 00100 IL , _ -.'1-+ NOTES. ----- / 1. THE ENTRANCE SHALL BE MAINTAINED IN CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 1 W -�y5. 6 overtop of begs. 0 SOIL STABILIZATION / \ SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEAN 4N' NOT 5. 0- -- - - . '///73\'//g I � /i OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ♦� FILTER FABRIC MATERIAL ADDITIONAL MEASURES MUST BE e /B F.RM\\\\ � 2. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. j3. R 36"WIDE ROLLS CONSIDERED DEPENDING ON SOIL 0 NO TS \/ / / 3. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN ARES STABILIZED WITH CRUSHED STONE N 3 •v 4Q U / / / THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN �• q TYPES. VI i l C "A SGL ROCKS, ��/ /\/ '/ '/ / 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 'I 1,• g $$16 , O e Iv 'J C VG.RA IIA /SL V.<E ENTRANCE,OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED I 1 ` `. ` ..t° I.........° 0- .. 2. BID-FILTER BAGS SHOULD BE 5 Sv AI/F CO•90 sT7.CONTAC_ S/ FILTERING SYSTEM. � STAKED WHERE APPLICABLE USING sG1Lc / I i� r AP l TI N -E✓lN B(ARE PLA('C 5. DIMENSIONS LAK SINctF FAMILY I i I I (2)1"x2""WOODEN STAKES OR O ULA\.E OL E Y AVG T K L 20'LONG BY 20'WIDE 8'DEEP OF 3l MINUS CLEAN ROCK. APPROVED EQUAL PER BAG. (�f UOR FURTHER INFORMATION L'I•6 S!t TO VAIN TA.N SIRE!' GN74CT W//Fl fOMMFRf.IAI i 6'MAXIMUM SPACING U DESIGN IIA SEE FOR FURTHER INFORMATION ON? F II UO C 1-?FTC`l 50'LONG BY 20'WIDE 3-6'CLEAN ROCK, FOR FURTHER INFORMATION CHAPTER 4 OFCLEAN WATER 3. WHEN USING 30'BIO-BAGS TO ON DESIGN CRITERIA SEE O ' 4 S✓TNG 0,' AF A(LA.,'T?EN CAVERNING AIRHORIiY MAY REQUIRE CEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE FRONT VIEW SERVICES EROSION PREVENTION PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER AfANU ACPJRF.4A SPECIEICAGovs PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER SERMCES EROSION PREVENTION NTS AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL SERVICES EROSION TREVEN UA N F PLANNING AND DESIGN MANUAL. AND SEDIMENT CONTROL W OVERLAPPED BY C. PLANNING AND DESIGN MANUAL. �1�.awx><v PLANNING AND DESIGN MANUAL O QQ O • MATTING SLOPE INSTALLATIONce �" CONSTRUCTION ENTRANCE INLET PROTECTION w a a CleanWater Services CleanWater Services SEDIMENT FENCE eleanWater Services TYPE 4 C'leanWater Services Z 1_~— n •ur cummitmeRt I.clear. aur commitment:.clear. Our commitment 1.clear Our commiimevt ie clear. SHEET I DRAWING NO.805 REVISED 12-06 I Detail Drawing 855 REVISED 12-06 DRAWING NO.875 REVISED 12-06 DRAWING N0.915 REVISED 12-06 C203 ®0, Jog2312-018 § - ± �EXISTING Z ii EDGE AC' Z c? mti EXISTING ROW-- '-1 tOm I 1S134DB 1S134DB a' 2 i HALF HALF SIDEWALK. BARRICADE TAXLOT 2200 25' �I - 'TAXLOT 2300 1513408 n STREET FI-eeffSTREET�� - (SEE SHEET C301) _ TAXLOT 2400 I 9 ®. '' ' r - -- -- -- -- _X88'08"58"E 358.55' -- -- - - -- -- __ __ __._-____ 20' 0 10 20' 40' • WP TI T� _ I - 45'� .-0 J .--- I I - _ I ' F EXISTING ROW I _. -_- I -_- I y--- I SCALE: 1 INCH = 20 FEET r, W -__ I ._- I I - W > I(' 7' RIGHT OF WAY w 1 LEGEND B DEDICATION I �� LOT 4I ( ---- BOUNDARY LINE c-z • o aN I'�� - LOT 3 6,059 SF LOT 5 I - -- EXISTING RIGHT-OF- Y ci)-44 row 27 - 0'1 I - LOT 2 11 6,006 SF 10,776. SF - STING CENTERLINE W p c7 0 0 EXI NEWA . _ LOT I_.{ _.. _ _- EXISTING LOT UNE z aaiC+ x..,18• ., 6,693 SF I 6,646-SF I -- -- PROPOSED RIGHT-OF-WAY O W $po /'� - j.. -- ---__-__� 15134DC -- PROPOSED LOT LINE U Z EI: • y' ____ _ -- I TAXLOT 12000 4. 5.�I` - - (�')0 _ I - - PROPOSED BUILDING SETBACK Z ,^"5 +- 5' i� 8' PUE- 13' SIDEWALK I � - - W a�g �' 14 A 1 8' PUE J- - T,' - PROPOSED EASEMENT J / 1 - - PROPOSED SAWCUT LINE o EASEMENT �_ A i I �� _ • � I PROPOSED CURB & GUTTER o ��� I 11 / ia J I SIDEWALK (BY DEVELOPER) I v _-_ 0 \ SIDEWALK (BY HOMEOWNER) I __ I 5 - - r-.��-- 2 < ��� -L� ^ SAWCUT----...„ ' _�" B �_ I" 0 /� o R24' ` \ iI CANOPY REQUIREMENT T j ASPHALT I ��i -, _���'".� TYP.) Q- TRE(TYP) � I� ( - - - �� �� 0 11 V ( I SW SUZANNE CT TREE LEGEND0 '"� SW$UgAM PL © - 1 I I ` 1 \ ------- - MAGNOLIA GRANDIFLORA "LITTLE GEM" CL 0175 1+100 wr f4 0 2400'. _t 50'ROW 28 3 i00 I ^ \ - --- GEM MAGNOLIA, .5 CALIPER)li - I .�. +-- lo. . --77,-.1---_-..., - -: ,,\,,_..., Q ® (LITTLEIA 1 ER 0 588`32'S3`E, PA"VED N8816 30"E, 54.13' 0 3+63 _ . �14' ," O it o,.. _ ' + < L ( T (EUROPEAN VBEE H 7 5"CALIPER) Ci Q Ce CER GRISEUM Q ' , �� I 5 �_ LL Y\ _ / Ce EXISTING ACCESSPUBLIC EASEMENT PEDESTRIAN �pAPERBARK MAPLE, 1.5"CALIPER) `1-' W Z - .� " 1...-- B 5 ©- \ �,- - -- �� 0 � -� ACCESS EASEMENT W TSUGA HETEROPHYLLA g d .. `- 'a, 10'PUBLIC PEDESTRIAN `� O (WESTERN HEMLOCK, 6' HEIGHT) O �� - Q O o I I. rI 11 F 8'PUE- / \ I o t F 3 SID M NLT \ CONSTRUCTION KEY NOTES zE SE E 1S134DC -+ II ( TAXLOT 12100 INSTALL CURB &GUR PER CITY OF TIGARD STANDARD I I8'PUEI DETAIL NO. 126 ON SHEET C700. O-- �- I O2 8' WIDE PCC3000 PSI COMMERCIAL GRADE CONCRETE PATH-- -- I PER CITY OF TIGARD STANDARD DETAIL NO. 166 SHEET 0700. �76' ILOT 9 I STORMI I ! 3 5' WIDE, 4" THICK SIDEWALK PER CIN OF TIGARD STANDARD CnDETAIL NO. 120 SHEET C700. TRACT3 828SF LOT 8 LOT 7 I LOT 6 6' WDE, 8" THICK CURBTIGHT SIDEWALK AROUND7,280 SF 10,359 SF �I j CUL DE SAC PER CITY OF TIGARD STANDARD DETAIL NO. 120 • I 7,021 SF ; I I 6,821 SF I ON SHEET C700. - TRACT�� ,,,-•-;77.,-.----- „ 11 i� I O INSTALL MOUNTABLE CURB FOR CONTINUOUS DRIVEWAY DROP ACCESS1111 •v r-• I AROUND CUL-DE-SAC PER CITY OF TIGARD STANDARD DETAIL -- -_. ----"--27' 1,6dl � �.� \ .... I NO. 143 ON SHEET C700. 1 -t___, 1 I - J I i_ © STREET TREE TO BE PLANTED AT LOCATION SHOWN UPON'I _ I I _- I -- _--- k ___--- _._. I HOME COMPLETION. _-� ' I ,II� LL 1� '1 O MATCH EXISTING SIDEWALK. CONTRACTOR TO PROVIDE un o 1 �- L _ - -_ - - HOMEOWNER WITH 72-HOUR NOT CF PRIOR TO WORK IN y o -_ � - X-X - -.=- _ _ __ __ _ - 11 EASEMENT. YARD SHALL BERETURNED TO "AS-GOOD OR (1. - z6, 0 0 -_.- -- -_ - N88'11'43"W 358.73' -- -- -- -- -- -- - BETTER" CONDITIONHAFTERWORK IS COMPLETE. -�'7o 504'14'02"E 0.80 MATCH EXISTING CURB AND GUTTER�,,, 52' : INSTALL ASPHALTIC CONCRETE PER TYPICAL SECTIONS ONEXISTING ROW 15134DC 1S1340CTHIS SHEET. � '°- w a TAXLOT 12700 ¢ 10 INSTALL 4' TALL BLACK VINYL CLAD CHAIN LINK FENCE n 1 __ ___ __ 1S1340C --.- Ir TAXLOT 600 AROUNDIVEWWATER QUALITY FACILITY STD. 12' 0A ONE AND CONC. IIIESE u< <0 ARE<0 THEPROPERTY C501<0F TAXLOT 2600 Ero DRIVEWAY AS SHOWN. SEE CWS STD. DT. 740 SHEET Owvuwrs xc IN A ARO C703. BE Rm"°°"®m""` uPRxw Excmr w,x THE warm Pcaxssan w Z I \_ - it INSTALL 2 REMOVABLE VEHICLE BARRIER POSTS PER CWS x , EXISTING ; - - ___. m a I EDGE AC I - DWG. NO. 760 ON C702. 5 o _ GENERAL NOTES rr • 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO EXISTING R.O.W. R.0 W. R.O.W. R.O.W. ACCESS UTILITIES DURING CONSTRUCTION AT NO COST TO THE DEVELOPER. EASEMENT LINE PROP.LINE z I 52'ROW I50'ROW -{ I 2. STREET UGHT PLAN DESIGNED BY NORTHSTAR ELECTRICAL R.O.W. CONTRACTORS.CONTRACTOR TO VERIFY STREET LIGHT LOCATION, 7.0'ROW I -5.0'(PROPOSED) 5.0'(PROPOSED)- I 45'EXTG ROW A I- TYPE,AND MATERIALS WITH PORTLAND GENERAL ELECTRIC PLAN Z DEDICATION SIDEWALK C/L SIDEWALK 1.5" 8' 1--0.5 PRIOR TO INSTALLATION. O 5.0'LANDSCAPE I I _5.0'LANDSCAPE 5.0'LANDSCAPE- F I 5.0'(PROPOSED) a C/L STRIP I - SIDEWALK STRIP STRIP 2,0% 1 I 3. LINES TO BE INSTALLED UNDERGROUND SHALL BE INSPECTED AND Ee- OMPACT SUBGRADE APPROVED BEFORE BACKFILLING.CONTRACTOR SHALL NOTIFY THE 'RW:5 W7' TO 95%T-99 AUTHORITIES INSPECTORS 48 HOURS BEFORE INSPECTION SERVICES o ±16.0' - 16.0' I 14.0' 14.0' I ARE REQUIRED, N _ _ 4"PCC, 3000 PSI COMMERCIAL 4. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR ±0.6% 1.00% O S I I I 0 5 2.007. 2 00% O S I GRADE CONCRETE INSTALLATION REQUIREMENTS AND SPECIFICATIONS. ON / ,, "�'-' 2" (3/4"-0) LEVELING COURSE z -__i^ ,t . - F ,Kyijy :yyy�,s/2--;{ ySg _r�^gyF� isq.(y, 5. BUILDING SETBACKS(GARAGE)TO BE MEASURED FROM THE - ,', ✓-�,. .i..,,•,',,,-,7,74•-;,,/. � . � ;;.. .,,,,,,,,,K,,,,,‘„,,(,,\,..,,, Ai.�� \-/,,,,,,,,,/, ,:., ..i ✓, /„,,!�AV��; FABRIC PER DETAIL 166 ON SHEET BACK-OF-WALK. C700 4" LEVEL 2, 1/2" DENSE GRADED HMAC 3 1/2" LEVEL 2, 1/2"DENSE GRADED HMAC zo o p (TOP LIFT COMPACTED TO 92%RICE DENSITY COMPACTED SUBGRADE (TOP LIFT COMPACTED TO 92%RICE DENSITY 12" COMPACTED SUBGRADE 16 LOWER LIFTS COMPACTED TO 91%RICE DENSITY) LOWER LIFTS COMPACTED TO 91%RICE DENSITY) SETBACKS 5Q 3"- (3/4"-0) LEVELING COURSE 2"- (3/4"-0) LEVELING COURSE d I-- GARAGE 20 FEET H- 12"-(2"-0) BASE COURSE 10"-(2"-O) BASE COURSE SHEET SIDE 5 FEET TYPICAL SECTION'A-A' TYPICAL SECTION'B-B' PEDESTRIAN PATHWAY'C-C' REAR 15 FEETC300 F.j NOT TO SCALE NOT TO SCALE NOT TO SCALE ®(/) JOB N0. 2312-018 1S134DB I Z �� TAXLOT 2200 Z 1I mi I I S134DB mm I I TAXLOT 2300 o I © IS134DB TAXLOT 2400 V\11) r I ,.' y II _. _.---7 1 _-_.__---_-_--- -- 7--__ -._-7 1 I'- __--_..-_---- 1 20� _0 i 40' Fil y y1 ,424 I I SCALE: 1 INCH = 20 FEET a E ♦ til)..)'. I I �6 mgW I;�:�`. LOT 3 LOT 4 I �'F' u gaz I 111' LOT 5 w y 4 '418 1 ir•`., LOT 1 LOT 2 l i II l I t I LEGEND t0.1 w C)go ,.I _ 1S134DC ———— BOUNDARY LINE z °'� a -I H J I TAXLOT 12000 - - EXISTING RIGHT-OF-WAY Z .", 1111 - _ _ ., O '-- I — EXISTING CENTERLINE W 0. p I`o TI I y i - - ----_-__ EXISTING LOT LINE _..I M� //aA - . ��\ J� --I —-- PROPOSED RIGHT-OF-WAY _.. I - -- _I / _� . - N ,�'i .,'/ __ PROPOSED LOT LINE } ���l i ( -- -------- PROPOSED BUILDING SETBACK �'® // / \ \ �! - — — — - PROPOSED EASEMENT �" ® �'�� - _i I I - - PROPOSED SAWCUT LINE I $ FY ! / N \ \' ( PROPOSED CURB &GUTTER - ----- - - 1 � _ — — — — I' ";4 SIDEWALK (BY DEVELOPER) O STOP BAR PER SCHEMATIC'E' Wal ���W o CIA *W \ \ ---- _ O I I L - SIDEWALK (BY HOMEOWNER) DETAIL 6110 ON SHEET C303. ` I v'r SUZANNE CT ! PASPHALT � p i I SW SUZANNE PL. p F ®® — Q 11 •. — — — _ ! E SHEET C3 -� �.� ®GOO (SE 00) OPOSED TREES ICD I UJ I „ - , I \_� CONSTRUCTION KEY NOTES W LI I �� 40 � NSTALL CENTERLINE MONUMENT AND Z d `�� ::•` --•_ ______ - . _ — — — - --_--� - I O MONUMENT BOX PER CITY OF TIGARD W Q / / I Ali STANDARD DETAIL NO. 170 ON SHEET 0700. Z I / �� / '"�..I �� �S _/ I © I O TIGARDLDETTAI`LALK NO.B192RISHEETE PC700TY OF C9 I I I� _ N `�= // \ I r I ! 0 MOUNT SIGN ON NEW STREET LIGHT POLE. Z I 3 N (�� P i 1S134DC Icn f) Ico II I 1 I TAXLOT 12100 PERMANENT SIGNING LEGEND — a I 9rl __ - Ir , ---- I Oj R1-1 STOP SIGN I I I I I 2 O SW SUZANNE PL I �I �I I STORM I LOT 9 I I V / I ! 1( TRACT I 1 O SW 115TH AVE LOT 8 LOT 7 I LOT 6 I — 4O R7-1 NO PARKING SIGN (RIGHT ARROW) p I I ' I I I 5O R7-1 NO PARKING SIGN (DOUBLE ARROW) I � II I O6 R7-1 NO PARKING SIGN (LEFT ARROW) ,II III - L L , ---�� - x—x Jc1 ---- 1 SIGNING KEYNOTES OX ��' s spy �. — b' - "'L —— —_ — .�- 1. NTNG t.,�`m-o N o —— —— — —— —— —— —— -- --.--_ ---_-_— --_..--_-- Z N W N K - SEE PERMANENT SIGNING LEGEND FOR SIG a ,^�� . r, NOTATION AND DETAILS ON SHEET C302. %%'•2r J0�P� Z 1 I A11r a II 1S134DC ce TAXLOT 12600 1S134DC TAXLOT 12700 _ III , 151340C OF O TAXLOT 600 ARE NOT 10 BE E3)IN MN uD PERW591.g1 CE W] 1N e 1 I E, 1 I ti 1 oZ 0 h 0 a g V N 0 N 0 a Hd- zo 0 0 n J w pQ Z It- , . — . - SHEET co C301 .V) JOB NO. g= 2312-018 0- -.4- • • • • o n Z .9" Y mm 0. o WITCO D2.RECOMMENDED MINIMUM ' L. GENERAL SIGNING NOTES: RHE HEIGHTS ON STREET SIGNS O L. Type Ornmunww TY.Or speer Dr Highway Speed tial emnx Hey", ''''''''''''''''''''''''''..1°1 6 13 e 1)Contradorshall supplyand install all signs,and is responsible for staking sign locations and obfairtin utilityO O O "iIg uppercase LpwMcaae _ Ns III 1 locates for staked sign Ilxatlons Signs shall be Mcafed per typkal sign location oras shown on plans. --1 4 6 x .__. _. . V R wemead Al Types An speed cane 24 Inches Iz,nmes 9Inches r _ $ 2J All signing shall conform to the Manual on Uniform Traffic Control Devices and the County's Permanent Mounted Mwh Lane More man 4o MPH 1e,nches a MOSS a Inmos. ® ® ® ® ® • / r, W Signing Legend Paw / • W Post elwimee Mem Lane Less than 40 MPH 171 lames sl Ib' HERE TO HERETO Maus 4s inches 4)Posts-A mini mum of2in x tin x 10 ft galvanized'Unistout Telespar'or 12 gage perforatedposts or Post Mppnne an Speed es,rrne: ANYTIME ANYTIME ANVTIME CORNER CORNER S C �I , z Lane 12,Mhes' 8Inches• �1 approved equivalent shall be used.Sign combination and mimimum sign mountln height shall determine post i4- i. i length.Sign posts and anchors shall be installed per Typical Sign Installation Detail.No other type ofpost rsMO 3'La.r-Case mL °2"Mark%� �""" j rowawav 'TowAWA r! ( TOW AWAY¶ r Mower aL F ♦ ta� shall be used unless prior approval of the county Traffic Engineer is obtained s tiwHei n ren Sgn saes , I ZONE_; ZONE _ za4E J ZONE 7 F, E. �1 z Slacked gra, me uppM ss s.;m a-LowscaseL ISEE NOTE BELOWI ^ Ew,�a 6 Si nin material _ Vl1 9 9 No Parking Signs:use County standard 12"x 18"with 12"x 6'TOW AWAY 1-7 Cb c''oz A/Minimum retroreflectivity levels shall meet MUTCD table 2A-3 - $WI Taylor St I s Oslrearropa sem: T . E . �� y,. T I a)usrle ,aspp,remiriry 'ooeo,rswsveMmRaswim Ra cwmysm.aylxNe ZONE rider.When arrows are used,signs at both ends stile zone shall have Bl Minimum sheeting type shall be ASTM III Prismatic r T Anis.Nen ,aorta Np(2)........lwmsrsainds aNlmaamtop between.PARKIN igns are to be 45°to roadway 45'brackets are acceptable • _ __�� O COW �"� az(wsls46e 2sarMepnamg alN9 meal reimsgm dale arrows ntin In Mea nate direction with double arrows in uFo ( C Fluorescent yellow-green shall be used for school related signs Sw QO th Ave B)sneet signs Brans,Use. oadas..loNes...torI.toaapvosMing ___ Y i j Reams a n U v; Cl the 6az61aMa0mnrxm blenNs L- 0)PommppC7 Z-.T of post MrnswdMOMaaN. Z e"c5 L SW Taylor st i �r 0owrneadmaxm�.sgmmaueaaselpAelaea..inst..PP Peaorackem r when mounted below another sign. W ry�ir 1 T___i epuirc...H.9MIte netalaMe Hanka.. PERMANENT SIGNING LEGEND V T )Part".snap be used thrals..name signs. f. R Existing Sign(M _N+6 ca,e. „ asnar SW 9�ih Ave ' Prams:wavra..wasser case letters ,' 1 Suseranst.sam /16-ed"eR sw Taylor St 11;R a1Emwa 5 o dew es.... 2OH R Existing Sign(N)And(AN Sign Support � 24— ON Install New Sign(N) y Install New Sign(N)O N (MI Sign Support L• A -L' re __N. _ C/ • O Remove And SaveExistingg Sgn(N1(N)And I� / Sgn Post 2'xz•t2 e¢an'deev SW 90 A� Lwa,asa,ee°rs agn g'm��ne,iar nersas'a.e. H°w JO" ��,3F�,. % J� 3 :SPEED35 / 40 Remove And Save ExistingGg(N) X a r e J v Renwve And Sgeve E // * Sign m,ersedbns. • Meror Sleep _..L__J <. A... (M)Sign SPWd • OMaintainAnd P tact Existing Sign(N)And Support I � srDP ---- --- - --�'1 $ ,aS S s 24"x 30"on local streets and nei hborhood routesOO R stew Exisd,g Sgn(M .e iop% �u' Sa^�a 9 RI-1 Q OEM°°� „;JIve' ldml^a^ 30'x36"on crollectorand artenal roads _R- tall Exsting Sgn(N)On New(M)Sgn Support Y _ / EOL CROSS INTERSECTION STOP ® L o� �{ r' ,I •Retluce spavin Reinstall Existing Sign(M Antl(M)Sign Support T NAC .ve x rill pY g P Ig city - - 40% °'�eapat r^ (-1-'-- The word"LIMIT'shall only be used ort,speed ns within ci y 8 loot and for all schools Sed zones. I IIN Sgn(Nana Remareu(M)9gn Support .4:11-0,- "a 1 A B G D E _F P CO �u1 R Existing Bien(N)And See MUTCD 52-1 and 052-1 torsi n details. 1s 575 6 ' 6 C I 3 7175 W TL.Sa E t g(M)agn SUPPort anmpr Y / - W Q �s r� 24 625 8 3 C 4 10 N Sign Number TYPICAL SIGN INSTALLATION TEE INTERSECTON al 30 75 • 10 10 C 5 12.5 • AnMaterial — "3- 36 875 12 l2 C 8 15 Z W Materials:S Perforated Square Breakaway Steel NTS IyJ Q SP-Signal Pole Shales,Steel Clamp �ry TYPICAL SIGN LOCATIONS I 48 125 16 16G I 8 20 SL=Stainless Steel Clamp on Sheet Light pILJe FeM � NIS rM r Z '- Z WASHINGTON COUNTY WASHINGTON COUNTY E WASHINGTON COUNTY 0 DEPARTMENT OF LAND USE a PERMANENT SIGNING LEGEND DEPARTMENT OF LAND USE a STREET NAME SIGNS DEPARTMENT OFF LAND USE a NO PARKING AND SPEED SIGNS (n TRANSPORTATION TRANSPORTATION -Tem D COLORS: LEGEND -WHITE(RETROREFLECTIVE) o`R,;y ENGINEERING SECTION 048.04 ENGINEERING SECTION a,,,,a:. ENGINEERING SERION __ BACKGROUND-RED IRETROREFLECTIVE) PLOT STAMP:03/13/14 5:00P NELLTE EFFECTIVE DATE. 3/13/14 WASH.CO.0 6510 PLOT STAMP:03/13/14 6E77!CELLA EFFECTIVE DATE: WASH.CO.x PLOT STAMP:03/13/14.6 PIP KELLTE EFFECTIVE DATE. WASH.CO.a O CAD:6,10 NIC CAD:PEI DMC 3/13/14 1 6511 cAo:6512.0K3/13/1 6512 1-1 to NOTE: " CITY OF TIGARD SIGN DIMENSION STANDARD! �f J 7" TALL WITH 6"LETTERS. Ci) r_ c0cIS do o • N ti N . p OE�� Z IP� W nNSE MEANINGS ARE'ME PROPERTY a RESINANC SE � C1)MO ARE wr TO REPRODUCED N ANY MANNER MEN MIN INE NMT. PERMISSION OF WO 4. em O CL U A W p N O EER- fi 0 0 J w aa Z H SHEET — M C302 50 JOB 2312-018 • • ti n'8 m0� m'e CL Ssv • m w 0 ci z F OA — ® © OpNOTES: W a 12H --I I--12' 12'-- 1-- I--12' CENTER IN `12" �� -20' y 5) ..,�_ CENTER IN TURN LANE 2' 2' 5 IXa J� TURN LANE �� j } } - -* 1.LOCATE STOP BARS 10'BACK OF THE EXTENDED EDGE LINE, F� OPTIONAL 6'MIN.!10'MAX. m 62. , f 12^ EDGE OF PAVEMENT,OR CURB FACE.VERIFY SIGHT DISTANCE. 14 F. • �� OPTIONAL/I I 1 _ I I i M I CI BEGINNING 6.5'1` OCT 6' MIN 2.LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR F Fpm �-VARIES 15' 0" OF FULL WIDTH } � 5'BACK OF EXTENDED EDGE LINE,EDGE OF PAVEMENT OR ,a ap BEGINNING OF FULL LANE WIDTH VARIES 15' .'� C7 0 0 OF TURN LANE CURB FACE. W e -I\16" (TYP.) I 3.REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED z a BA RIGHT TURN LANE MARKINGS-ELONGATED ARROWS SHALL BE LEFT TURN LANE MARKINGS-ELONGATED ARROWS SHALL BE 120 mil CROSSWALK-CROSSWALK SHALL BE 120 mil WHITE 1VARIESI O W 25' L 35' IN THE FIELD.STRIPING SHALL BE REMOVED AS DIRECTED U W 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT THERMOPLASTIC PAVEMENT MARKING MATERIAL. 4 cIN BY THE ENGINEER. ^y9 ' SEE ODOT DETAIL.USE ADDITIONAL ARROW AT THE MID POINT DETAIL.USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN SEE NOTE 2. NARROW RAILROAD CROSSING-LEGEND SHALL BE 120 mil WHITE 4.ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL Z Q.,,,,,-.E, WHEN THE TURN LANE IS OVER 3W FT. LANE IS OVER 300 FT. THERMOPLASTIC PAVEMENT MARKING MATERIAL.SEE NOTE 6. BE INSTALLED AS PER SECTION 00850 OF THE OREGON W P'..p' O O © O MIN.3 PLACED ON TOP 24'. STANDARD SPECIFICATIONS FOR HWY.CONSTRUCTION. 20'--{ r- 20' OF CURB @ 2'SPACING 5.ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST CENTER IN I t0' CURRENT ODOT SPECIFICATION.COPIES OF THE MATERIALS 12"MIN J� TURN LANE /� 40'—+� A rriiOPTIONALI ` 0�0 5'MIN m CO m 4"I-�-6" SPECIFICATIONS ARE AVAILABLE FROM: (./.)n BEGINNING v O m �" ENGINEER OF MATERIALS AND RESEARCH v 1 VARIES 15' OF FULL WIDTH 45" 4"1 ` HWY,MATERIALS LABORATORY RAISED MEDIAN PAVMT. } OF TURN LANE MARKER 600 AIRPORT ROAD S.E. 8" } fl2'MIN a" SALEM,OR 97310 THRU AND TURN LANE MARKINGS-ELONGATED TURN AND THRU �/ 8"� m m m 4"YELLOW (503)986-3100 ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT \ 9STRIPE qp BI-DIRECTIONAL TYPE 16.THE ENGINEER MUST OBTAIN AUTHORIZATION FOR STOP BAR-SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE 0130T DETAIL.USE ADDITIONAL ARROW YELLOW MARKERS(TYP.) A-A PLACEMENT OF"RAILROAD CROSSING"MARKINGS PRIOR TO CL MARKING MATERIAL,SEE NOTE 1. AT THE MID POINT WHEN THE TURN LANE IS OVER 300 FT. BIKE LANE LINES-ONE 8"WHITE LINE&ONE 4"WHITE LINE WITH A RAISED MEDIAN STRIPE-4"YELLOW LINE WITH 4"YELLOW PLAN APPROVAL.AUTHORIZATION SHALL BE OBTAINED FROM Q O 8"WHITE 45°DIAGONAL LINE AT 40'INTERVALS. BI-DIRECTIONAL TYPE I MARKERS. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY TRAFFIC ENGINEERING. d O O O f THRU TRAFFIC SIDE © Q Q X 20' 20' 7.FOR SCHOOL ZONE STENCILS,USE ODOT DETAIL'SCHOOL'& r- O f VARIES(a"TO 28") 40. 40' 'X-ING',AS NEEDED,IN 120 mil WHITE THERMOPLASTIC ' P J 20'�'1 -�2"SPACE m -+I10'�- 15'�- PAVEMENT MARKING MATERIAL.VERIFY LOCATIONS& CO W -�-THRU TRAFFIC SIDE I 1 q• W 8" \\ 4 STENCILS WITH COUNTY TRAFFIC ENGINEERING.WHEN BOTH W Q t* r.-2"SPACE m m q"J' m 2 ` 36\ \~ ,_ COm m m ARE USED,SPACING IS 32 FEET. Z L J —�} > "ID \ 12"MAX. \�9 CI --20'--�—_2p,--�'�_q• m m� } m 1 TTHRU } m ,9 THRU TRAFFIC SIDE--- 8.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN ,� �2"SP CE I I 4"SPACE THE URBAN GROWTH BOUNDARY. L Z • 4' THRU TRAFFIC SIDE--- 2' 3" 2" 9.FOR DIAGONAL MARKERS,USE"PREMARK IN-LANE RUMBLE g Z • .5„..-11.2" 5'+-1.2 r - 5" BARS"BY FLINT TRADING INC.,OR EQUIVALENT_ - MEDIAN NOSE-TWO 4"YELLOW LINES WITH BI-DIRECTIONAL DIAGONAL MARKERS-4"YELLOW OR TWO WAY LEFT TURN STRIPE-4"YELLOW LINES WITH 4"YELLOW TURN LANE LINE-8"WHITE LINE WITH 4"WHITE w0 Z 7- N YELLOW TYPE I MARKERS.IF TOTAL WIDTH BETWEEN STRIPES IS WHITE RUMBLE BARS WITH SINGLE 125 mil BASE BI-DIRECTIONAL TYPE I MARKERS.USE ELONGATED ARROWS FOR• 0 = • MONO-DIRECTIONAL TYPE MARKERScn . LESS THAN 16"THEN INSTALL ONLY ONE LINE OF MARKERS. BLACK BASE.CENTER BETWEEN LANE LINES.250 mil BARSA-A LEFT TURN ARROWS. X SUBSCRIPT FOR PAVEMENT MARKING. W N • J g • Q O IO P DENOTES COLOR.(Y)YELLOW OR O O O O x (W)WHITE. 0 —/� `t 2'SPACE z (.1) / ' -�I10'1'^ 40' 40' 4" I"'-'40'--�I"�-40'�) 1 VARIES 40' 40' -74"SPACE *LANE MARKING DIMENSION LOCATION v m m m -�� - m m } m- OTHERWISE.AT q OF RIPING UNLESS NOTED a f EDGE OF PAVEMENT + } r' q - m m m rE T } La I- N T THRU TRAFFIC SIDE L THRU TRAFFIC SIDE t 4"SPACE - -�I L4"SPACE 4„ 4" 15' SPACING TYP. C` M BROKEN CENTER LINE-4"YELLOW LINE WITH 4"YELLOW MEDIAN STRIPE-TWO 4"YELLOW LINES WITH 4"YELLOW EDGE LINE-4"YELLOW OR WHITE LINE AS SHOWN ON PLANS. CENTER LINES-TWO 4"YELLOW LINES WITH 4'YELLOW BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. Wm do o ® ® O O O s 2 -5.. "71 TRAFFIC FLOW ���JJJ VARIES 6' 6' 6' > , z��a- Zo sm N o v 4,8"MIN I O ---1 �- 6'--� �6'»-) 8'(t �1 2' ---1 2 f"_ —�x } O Lp L yv o�P2 P 3 m T I{ -(,L. —42,- H2-H �24 �5" _ ��I► 40" w �` �11� BFB. w �15---I g 1` 8.i Q + �. TRAFFIC FLOW BIKE LANE LINE-8"WHITE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION-WHITE OR '"FSE MOMS ARE n<Pnamtt OF a6 VEST..OCNSULTANTS NC.(NCI)AND BIKE LANE DOTTED LINE-8"WHITE LINE. BICYCLE LANE MARKING-SHALL BE 90 mil WHITE PREFORMED IAE HOT TO BE REPKOUCED N 411 YELLOW LINE.WIDTH AND COLOR SAME AS LINE BEING EXTENDED. LANE LINE-4"WHITE LINE WITH 4"WHITE MONO-DIRECTIONAL HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. ? PEMSSION OF NM N ME Nathn TYPE I MARKERS. SHALL BE 120 mil THERMOPLASTIC PAVEMENT MARKING Z MATERIALS. D p Z w -3 FT.MIN.TO S FT.MAX. O Z O m VO (ADJUST SPACING TO WO ~ V VARIES L��MISS WHEEL TRACKS) VARIES FIC SIDE�` m Z U OZ W Y am F-1 I-24 IN 1 tNR11 TRPF m `/X12' Q C7 '4' o 1 �m 36"<m 36 C7 W 1-Z 6 4 11111 BFT MIN, m Z,_d W VARIES--I �4" _ to 1z W \ BIN WHITE LINE <Q Z z Qa > o T CI o� F 10 FT.(6 FT MIN.)J CHEVRON BARS-SHALL BE 120 MIL EXTRUDED WHITEp D Et- STAGGERED CONTNENTAL CROSSWALK-SHALL BE 120 mil WHITE THERMOPLASTIC MATERIAL.PLACE MONO-DIRECTIONAL WHITE n 4i o Q fi HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. BUTTONS AT THE ENDS OF EACH LEG OF CHEVRON. i ?b I- Ina n g12 Cr o cti a ((v 0_U O 1i. F- O_ p 0 05 J . w p Q s Z I— l-- SHEET C303 ®VI JOB N0. _ 2312-018 ai- ifi + o N a 1 00, I - 1S134D8 1S134DB b� 3F \ TAXLOT 2200 TAXLOT 2300 1S13TAXLOT m 1 co I >x �0 N88'08'58"W, 358.55' 20 0 10 20 40 / 1 it'; 1"7.4..". - ---i-- _ - -- — WF� I Ww I � i SCALE1 INCH = 20 FEET I 1 LEGEND ' r4 Pi a 1 —SS—SS— PROPOSED SANITARY LINE H z • c�ia� I ] PROPOSED SANITARY LATERAL F row cn 0 I - LOT 3 LOT 4 LOT 5 I O PROPOSED SANITARY MANHOLE W y ggz N I x I LOT 1 LOT 2 I ->-- PROPOSED STORM LINE P'S O W roi,o _ I w ill' I 1 - _ - PROPOSED STORM LATERAL 1111 U ��d ---- --- 1S134DC ��� _ I TAXLOT 12000 PROPOSED STORM MANHOLE w a.F 1I 0 PROPOSED CATCH BASIN 1 I 3 ' I i9 I •- / ~` O —W—W— PROPOSED WATER LINE �� —.�� ,1 ul J - / ► O PROPOSED SINGLE WATER METER ® ���4 ---- �� � A i I I PROPOSED FIRE HYDRANT 1 ' ,....-y - -_._. . L_ _1 4N 1 I ® EXISTING SANITARY MANHOLE 1 ___ 1 ' 1 .,61. 0.A k.-d ��� I EXISTING STORM MANHOLE z` ® P -5' SS LINE'A' IN I SEE SHEET C600 � 1 OO I SW S ANNE CT ®®®O PROPOSED TREES0ce 9 ( ) 8" SANITARYQ/ (SEE SHEET 0300) O SS-- S •,. SS—SS—SS--SS---L- SS--SS—bS-�SS—SS 1 SSSS SS—. fl I"� 3+•.. Z 0+751 — - 2+00- - _SD UNE'B' (SEE SHEET C500)— 12" STORM =MI W 00 I-_._�, __ " _ V s.7s 3W SUZAI PLACE 3+00 '� - - c. WT wo w w 1 w v w w w—w—w—w—w H www w w—w TE TO CONTRACT F I _ 7' WATERUNE'A'(SEE SHEET 0600) + 6" WATER -_---- -- _\ -� __�_ _ J ***NOTE CONTRACTOR*** ' 1' 0: I �i�iiip .�'C 7 T - - r e) CONTRACTOR SHALL POTHOLE ALL POTENTIAL UTILITY 1 ' I w NN I rlams -®- o n- 1,,a, CONFLICTS ONE WEEK PRIOR TO COMMENCEMENT OF WORKZ21" STORM � =�lin - --'� NOTIFY ENGINEER OF ANY DISCREPANCIES WITHIN 48 HOURS. EXISTING I7-- 1 o a� I - \ 1/ z to 8 a_, �, Ips I OU(FALL \ — �I iS134DC 0 O 2 I.II�� ` F \� TAXLOT 12100 U a. aI 1 - ------------" �IM ILOT 9 1 I 11 v , o LOT 8 LOT 7 i LOT 6 �o 1 r.e.. 1 - _-------_� 1 - i 1 I WO il lei SD LINE , - _ .1..‘,/ / do o (SEE A• I:I L_ _ L_ _ _ L_ `\1� `��� 26�r" 1 SHEET C501), 588111'43"E, 358.73' I/ ' y o 2' o I 1 �. l• d JP 2P ,ri f N4'14'02"W, 0.80' •AP SC-3. z 1J 1 1 'Ice.' 1S134DC ! 1S134DC 1 0 I TAXLOT 12600 ��ow. TAXLOT 12700 +t' � '' 1S734DC NEI..CONSULTANTS INC NSES ARE TIE(NP ANTY O n TAXLOT 600 ARE NOT SNE REPRODUCED TSViru„r N nmua ON Or EXERT 0 E, 1 6,_w � I X. 1 0 F a S N W 0 O N O N F O Q O r N J # 11 z a � SHEET CO E CO C400 a Know what's below. Call before you dig. JOB NO. r 2312-018 § R z ?' II I. ,� I I 1 1 I ii:'I I I Ilird LOT 3 LOT 4 a ( I I 1 LOT 5 15134pc y I TAXLOT 12000 JO I LOT 1 LOT 2 0 I I I 20' 0 0' 20' 40' • x I 16.01.11..111 oI 0 n _; +* � I I i - N / 1 I SCALE: 1 INCH = 20 FEET -1 TYP. " �V1 obi sD cB c ©( ) I CONSTRUCTION KEY NOTES z I \ __-i - - - "4 -- - -- - / IINSTALL 48" STANDARD STORM MANHOLE PER CWS STANDARD DETAIL N0. 010 rn/ � ON SHEET C701.I INSTALL 48" FLAT TOP MANHOLE OVER EXISTING STORM UNE PER CWS �, z •IIII DRAWING NOS. 050, 100 AND 120 ON SHEET C701. SEE PROFILE THIS SHEETdI `�I "- -�� I SD B-2 ,I FOR STORM DATA. CONTRACTOR TO POTHOLE EXISTING STORM LINE PRIOR TO ' e.,ow ", _ ___- /' ® - I CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCY r,5, U' 511 SD CB B-2 © ---0(TYP.) ® ® 3+00 ® _ / �I-31I I EXISTS. W7. 0.3• oma ® - - <._ - __ _ -. -. I, - - 3 INSTALL 60" WATER QUALITY MANHOLE PER CWS STANDARD DETAIL NO. 240iii 0 W 8,4 0+75 1+00� Q+00' - y _-�-'+ ' O U z " a -{' 9 ' �! ON SHEET C701. '� '1-- � w SD B-1 O ` - 11+00 SW SUZANNE P. 1 12+00 12+2 ° - INSTALL CURB INLET CATCH BASIN (CG-30). SEE CWS STANDARD DETAIL 330 A ':. +_. -.__. -- ;r. -_-. - �. O ON SHEET C702. W to.,w44F T SD CB B-1�.r `O( ') _ ® Q Y _. - __- -- - O INSTALL 4'STORM LATERAL PER CWS STANDARD DETAIL NO. 520 SHEET C701. '�^ ! -- _ °I EXTEND LATERAL 2 FEET BEYOND PUE. SEE STORM SEWER LATERAL SCHEDULE m THIS SHEET. �� INSTALL CURB&GUTTER PER CITY OF TIGARD STANDARD DETAIL NO. 126 ON O 0 SHE 00. Cn ~ - - - - - INSTALLMOUNTABLE CURB FOR CONTINUOUS DRIVEWAY DROP AROUND li I O CUL-DE-SAC PER CITY OF TIGARD STANDARD DETAIL NO. 143 ON SHEET 1 -o•, ©(TYP.) - _ _✓ � - / I' i I C700. 3 ,_ I o _ - ---I I ® INSTALL 5'WIDE, 4" THICK SIDEWALK PER CITY OF TIGARD STANDARD DETAIL o ! ® 1 O` � � _ ,../ \\ 15134DC NO. 120 ON SHEET C700. O k 93 I I " '1 TAXLOT 12100 9 -1 I a ! . !I INSTALL 6' WIDE, 8" THICK CURBTIGHT SIDEWALK AROUND CUL-DE-SAC PER 11 O W )� Il Il ! - -_ _ - - --, I CITY OF TIGARD STANDARD DETAIL NO. 120 ON SHEET C700. Q 0 o < I I Q' � Ir ! 10 8' WIDE PCC, 3000 PSI COMMERCIAL GRADE CONCRETE PATH PER CITY OF d 1I (T1P. 0El I O TIGARD STANDARD DETAIL NO. 166 ON SHEET C700. Q ! I i I I Q 0 v� o LOT 9 I 1 I I 11 MATCH EXISTING SIDEWALK. CONTRACTOR TO PROVIDE HOMEOWNER WITH F Z 1- I I I 72-HOUR NOTICE PRIOR TO WORK IN EASEMENT. YARD SHALL BE RETURNED W 3 , ", !I i LOT 8 I LOT 7 I LOT 6 I TO "AS-GOOD OR BETTER" CONDITION AFTER WORK IS COMPLETE. z d o • 't' I I © INSTALL CENTERLINE MONUMENT AND MONUMENT BOX PER CITY OF TIGARD 5 s A''..-'-'1'14//° 0"T1 STANDARD DETAIL NO. 170 ON SHEET C700. W SD LINE 'A' �' !mI� SD DI A-2 I I I Q 0501 i1i" try .., 11 1 I0 I I L I ! I 13 INSTALL 7'WX8L'X1.5D' CLASS 50 RIP RAP OUTFALL(APPROX. 2 CY) PER CWS o �. .P o,., 1 L---___--._ -_J .._-_-_-__ _._-- L STD. DTL. 770 ON SHEET C502. �_ V) SEE SHEET / 56 10+10 8 - ! )ill . -- 1 -_. --i - --.� I 14 SD A-1 , +. __X - I I O EXTEND EXISTING PIPE TO PROPOSED CATCH BASIN. CONTRACTOR TO VERIFY 0 SD DI A-1 IB L PIPE TYPE AND CONDITION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O N Q '" ' +I SD CB A-D -- -- -- 15 CONSTRUCT A SINGLE CONTINUOUS DRIVEWAY DROP FOR LOTS 3-7 AROUND W CUL-DE-SAC PER CITY OF TIGARD STANDARD DETAIL NO. 143 ON SHEET f 151340C 1S134DC 1S134DC C700. CONTACT DEVELOPER TO FINALIZE DRIVEWAY DROP LOCATION. (.1) /'� w i fw TAXLOT 12600 TAXLOT 12700 TAXLOT 600 v J P co 0 INSTALL CURB AND GUTTER INLET CATCH BASIN (CG-2). SEE CWS STANDARD STREET AND PUBLIC STORM PLAN DETAIL 300 ON SHEET C702. SCALE: 1"=20' 17 INSTALL DRIVEWAY DROP PER CITY OF TIGARD STANDARD DETAIL NO. 142 ON - SHEET C700. CONTACT DEVELOPER TO FINALIZE DRIVEWAY DROP LOCATIONS. 78 INSTALL CURB AND GUTTER INLET CATCH BASIN (CG-2). SEE CWS STANDARD DETAIL 300 ON SHEET C702. INSTALL CATCH BASIN OVER AND DRAINING INTO EXISTING STORM LINE. FIELD VERIFY PIPE SIZE,LOCATION TYPE AND IE AT LOCATION OF NEW CATCH BASIN. CATCH BASIN TYPE MAY NEED TO CHANGE TO CG-30 IF EXISTING STORM LINE IS LOCATED BEHIND NEW CURB LINE. CLASS'B' BACKFILL PER CITY OF TIGARD OBTAIN EXISTING STORM PIPE INFORMATION INCLUDING PIPE IE AT LOCATION - m DRAWING NO. 180 ON SHEET C702 OF NEW CATCH BASIN PRIOR TO ORDERING MATERIALS. dnn 5 215NLOW dT STA= l252�8 215 CATCH BASIN DATA ��,,'y',2 Y a�',,'.- +-__.. 1 PVI STA= 1+49.01 - ;� o PVI ELEV= 202.63 m m _ CB 8-2(CG-30)CATCH BASIN a s N rr_ o 4 STA= 1+49.01, 15.38'LT y_ o o +n A.D.D = 2.00% < STORM SEWER PIPE LATERAL SCHEDULE + e- e- of 0o w 'K = 30.00 . ,o 8 TOP OF CURB = 202.97 f �P z, + IE OUT= 198.59 S',O F,e- w 210 o 0 60' VC o 210 LOT PIPE SIZE IE ® IE ® COVER ® I6� e w - > INSTALL 16.6' LF OF 10"D3034 PVC AT LENGTH SLOPE FFE rn -m e, - SLOPE OF 7.49% NO. STATION MATERIAL MAIN STUB STUB cc F - O,N ^�j N W 5 w ±N "'I EXISTING GRADE AT PROPOSED-GRADE AT 5 a - CB B-1 (CG-30)CATCH BASIN 1 10+52 4"03034 PVC 36.3' 2.00% 198.07 198.79 4.27' 203.73 N44.EST..CONSULTANTS SINC.ormA Cf D _ a .. ---- ROAD CENTERLINE a SEE PROFILE ON SHEET C501 � 0 00 IIN NAI T U ROAD CENTERLINE - 2 11+16 4"D3034 PVC 36.3' 2.00% 198.39 199.11 4.56' 204.05 EXCEPOf T TMr:WREN 205 >� ... .1.00%. - -205 DI A-1 (DI)DITCH INLET m w�" f�'� - 3 11+86 4"D3034 PVC 56.5' 2.00% 198.74 199.87 4.59' 204.98 c - _ -1.00% _ _ - SEE PROFILE ON SHEET C501 @�i.. ��' w PROPOSED WATERLINE 4 SD B-2 4"D3034 PVC 49.5' 2.00% 199.29 200.28 4.64' 205.41 v `° _ I E� '� Ck"n - DI A-2(DI)DITCH INLET _ SEE PROFILON SHEET C501 5 SD B-2 4"D3034 PVC 37.5' 2.33% 199.29 200.16 5.00' 206.75 m 200, 'P- - -_ __ _ __I - - -200 - (CG-2) BASIN 6 SD B-2 4"D3034 PVC 40.1' 2.00% 199.29 200.09 4.83' 206.93 QB A 1 CATCH SN gm a a I 19389LF 12"D3034 PVC, S=(0.50%) SEE PROFILE ON SHEET C501 E".( 8 ,:,TER . L ,. 7 12+10 4"D3034 PVC 52.7' 2.00% 198.86 199.91 4.69' 205.23 _._ _ I'.._ -_ - ... __ CB C-1 (CG-2)CATCH BASIN --- - SEE KEYNOTE 18 8 11+61 4"D3034 PVC 33.7' 2.00% 198.61 199.29 4.85' 204.83 _ _ _ SD B-2T _ - -- - 9 10+60 4"03034 PVC 33.7' 2.00% 198.11 198.78 4.33' 204.18 195PROPOSED SANITARY SEWER STA=3+42.73, 5.30' R (STREET) 195 Z O STA= 12+28.81 (SD LINE B) P RIM=204.55 a -SD B-1 60"WATER QUALITYT IE IN (4" NE)=199.29 - CURB DATA t N STA=1+49.01, 1.25' R (STREET) IE IN (4"E)=199.29 - TAG NO. PC STATION DELTA RADIUS TANGENT LENGTH PT STATION PC,ELEV. 1/4 1/2 3/4 PT,ELEV w 0 190_ _--- ---STA=10+34.95(SD- LINEB) -. _._ - _. _.. _ -. -. - - --IE IN (4".-SE)=199.29 _- -.-. -190 t+41.oz: - 0 d+89.02 ` RIM=202.76 IE OUT(12" W)=198.62 10'LT 90401'29" 25' 35.4' 39.28' 16'RT 202.96 203.54 203.98 204.43 204.90 IE IN (12"E)-197.65 a+11.oz; 1+49.ot o g _ IE IN (10" N)=197.65 ' - Ci i6'R7 89458'31" 25' 35.3' 39.26' 14'Rr 201.71 202.04 202.35 202.66 202.93 N 0' (12" ) _ 2+92.91; 2+83.77; o - __ ___.. SUMP 1 2.95 I 2+20 2+I "-- - I - - -" -- I " - -- - 52tl10'09" 35' 30.8' 31.87' 204.28 204.20 204.12 204.03 203.95 10++80 1+00 IE OUT 0S 1+4015 1+160 1+80 2+001-- +185 28.25'L7t4'L7 40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 2+88,96; II, 14'RT 4640620" 35' 27.4' 28.16' 6 7,:.', 204.00 204.07 204.15 204.22 204.29 i G CL-PROPOSED STREET PROFILE 0 o (STA:0+80.00 - STA:3+80.00) TAG NO. PC STATION DELTA RADIUS TANGENT LENGTH PT STATION PC,ELEV. 1/8 1/4 3/8 1/2 5/8 3/4 7/8 PT,ELEV 8111 Leg a SCALE: HORIZONTAL: 1"=20' 2*92.78; 2*922.91; `v 26.09'RT 27841628" 40' 52.3' 194.27' 228.25'LT 204.29 204.53 204.76 204.99 205.18 204.99 204.75 204.52 204.28 . N VERTICAL: 1"=5' ApP• SHEET NOTE; C500 ELEVATIONS SHOWN ARE TOP OF CURB ELEVATIONS. Know what's below.STATION REFERENCES ARE FROM THE STREET CENTERLINE. CBII before y00 dig. ow JOB NO. 2312-018 P._?. WATER QUALITY FACILITY PLANT SCHEDULE "" _�V I I I (SEE SHEET C502 FOR PLANTING DETAILS AND NOTES) z i a _ I " 0 oe i "°1 I i _ �_ _ HERBACEOUS PLANTS WATER QUALITY FACILITY TREATMENT AREA: 1073 SF al ii I' I r I e 1 1,-I I - o� I ° I "' SYMB BOTANICAL NAME COMMON NAME(S) MIN.SIZE/TYPE QTY. SPACING NOTESoy �- 1111 1°l I I - zo' 0 10' 20' 40' ♦ �� III n I .CAREX OBNUPTA SLOUGH SEDGE 6"x 1"DIAMETER PLANT AS AN EMERGENT � _- 4 II 1610 6 PER S.F. .16111.11. ROOTED PLUG MIXTURE,MIXING SPECIES II I RANDOMLY THROUGHOUT SCALE: 1 INCH = 20 FEET Z LOT 9 (UNCUS PATENS SPREADING RUSH 6"x I"DIAMETER 1610 II I ROOTED PLUG AREA,&PLANTING GROUPS >" y I I I I - 6"x 1"DIAMETER OF 5 PLANTS OF SAME W + SCIRPUS MICROCARPUS SMALL-FRUITED BULRUSH 1609 SPECIES TOGETHER. ,p ROOTED PLUG , "� I ,I:p +"RIDERS CERNUA NODDING BEGGARTICK 6"x I"DIAMETER 1609 CONSTRUCTION KEY NOTES x p - 111 II r+ (TYP)O I ROOTED PLUG E Mt I t INSTALL 4' TALL BLACK VINYL CLAD CHAIN LINK FENCE za g _\I f I I - - --- -- I QTY= (1073 SF TREATEMENT AREA)'(6 PLANTS PER SF)/(4 SPECIES) = 1609.5 PLANTS PER SPECIES O AROUND WATER QUALITY FACILITY WITH 12' GATE AND CONC. a up z • 196 I r... ,..„„,. - DRIVEWAY AS SHOWN. SEE CWS STD. DTL. 740 ON SHEET oma '� I © _ r - I 5134DC SHRUBS 0703. -, FoE TAXLOT 12600 WATER QUALITY FACILITY PLANTING AREA: 1189 SF(TRACT AREA- PUE) a Z 1� I SD B 1 - O INSTALL 7'WXBL'X1.SD' CLASS 50 RIP RAP OUTFALL(APPROX. W Z 1'4E3 111 © STORM TRACT 3 CY)PER CWS STD. Lift. 770 ON SHEET C502. z �\ -rn ;,�;;, 0© SYMB BOTANICAL NAME COMMON NAME(S) MIN.SIZE/TYPE QTY. SPACING MIN.HEIGHT O o a 7 L -J I ®I 1�' --� SD DI A-1 CORNUS SERICEA SSP. O3 INSTALL OUTFLOW CONTROL STRUCTURE PER CWS STD. DTL. U Udo c' I l ' -� I ��r -• i+LO \A_�riYi O SERICEA RED-OSIER DOGWOOD 2'/1 GAL CONTAINER 12 4-5'0.C. 2' 720 ON SHEET C502. z y�9 '�OS I� _)-� lit .. 'ifi_.i11 SD DI A-2 O ® INSTALL ORIFICE PLATE AND GUIDE WITHIN SD DI A-2 PER W d"= -�' _ ROSA PtSOCARPA CLUSTERED ROSE 1.5'/1 GAL.CONTAINER 12 CLUSTER 1.5' CWS STD DTL 730 ON SHEET 0502 w-.E. {•.♦vim; ®�®� / N� \\ �� 0 ��I O PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 2'/1 GAL.CONTAINER 12 CLUSTER 3' __ INSTALL 5LF OF 18"0 DI SLEEVE. �� 1111111111, _ ���� mum.' • SYMPHORICARPOS ALDUS SNOWBERRY 1.571 GAL.CONTAINER 12 CLUSTER 2' O INSTALL 12" THICK 1 1/N" 0" COMPACTED CRUSHED GRAVEL 5 --� s ;fin - es \ L��� 1 8 OVER FIRM SUBGRADE D GEOTEXTILE MAT. CRUSHED C- - _ ,,,-T-__ __- SPIRAEA DOUGLAS(( DOUGLAS'S SPIRAEA 5'11 GAL.CONTAINER 12 CLUSTER 1.5' AGGREGATE AND SUBGRADE SHALL BE COMPACTED TO 95%- CB C-1 '3 No: •` SD CB A-1 MAX. DRY DENSITY PER AASHTO T-180. EXTEND 12FT WIDE s,--`'o'-s` N ss- '�I WATER QUALITY FACILITY PLANTING AREA= AREA ENCLOSED IN WQ FENCELINE - WQ TREATMENT AREA COMPACTED GRAVEL ACCESS INTO STORM POND AS SHOWN. - -'s'---ss ss s, QTY= (1189 SF PLATING AREA)•(0.05)= 60 SHRUBS SW 115111 AVE o - 0 - �' _ __ - N TREES WATER QUALITY FACILITY PLANTING AREA: 1189 SF(TRACT AREA- PUE) -a--- - Ce _- . _. 1-7 as -as -- - o mss- 9- ,�_ _ 1 1, 7- i -°- -'--1---------OS®97.., as_____L______. as__ SYMB BOTANICAL NAME COMMON NAME(S) MIN.SIZE/TYPE QTY. SPACING MIN.HEIGHT 0 1 r M M1.s_ h---M - d < m-I FRAXINUS LATIFOLIA OREGON ASH 3'/2 GAL.CONTAINER 4 10'O.C. 3' �" 3i SD A-1 - - C9 N RHAMNUS PURSHIANA CASCARA 2'/2 GAL.CONTAINER 4 10'O.C. 2' (= WATER TREATMENT FACILITY PLAN O W SCALE: 1"=20' 2'/2 GAL.CONTAINER 4 10'O.C. 3' O AGER CIRCINATUM VINE MAPLE W • SD B-1 (60"WATER QUALITY MH) QTY= (1189 SF PLATING AREA)•(0.01)= 12 TREES ?d STA=1+49.01, 1.25'R(STREET) -CLASS'B' BACKFILL PER CITY OF TIGARD < Z STA=10+34.92, (SD LINE B) DRAWING NO. 180 ON SHEET 0702 .t-. Ce Q RIM=202.76 CLASS'A' BACKFILL PER CITYOF TIGARD CLASS'B' BACKFILL PER CITY OF TIGARD -- - o IAwz IE IN (12"E)=197.65 "� I LOT9 DRAWING NO. 180 ON SHEET C702 DRAWING NO. 180 ON SHEET C702 � n I Z Q-J - IE IN (10" N)=197.65 1 Wi_ „ �_I I 3 J IE OUT(12" 5)=197.45M 0- SUMP 192.95 Z 1 Rt 210'.- _.. I CB.B-1 I._____- _...... I.-___ -_-__ F- - ' - .210 eIA _ --- I O ISA - STA=11+57.04, 0.00'R a Z _- - K - ,,,,,::71._-,,. „,,,... ,..,,z4,- ,k,..--- ,,,, ,..7,.., m. '� N RIM=202 97 DI A-1 DIA 2 : _ Q °o ((``,` `.' .:- r. S"! T(." ,,,,,. .._ l(//'�/ IE IN (12" N)=197.05 STA=10+59.87, 0.00' (SD LINE A) STA-104-53.47, 0.00' (SD LINE A) N I ,f/j ©1• ♦ _ie • 1i� pyo~' `R - IE OUT(12"S)=196.85 RIM=196.40 RIM=198.52 D X. f - =r= Q V, 0 V Y • 205 __ . -.._ IE ION (8"-E)=19633' .. :.205 B x PROPOSED GRADE (12" ) e I _ . iIE OUT W=196.33 CO'^ ( ,,,,,,._, :. +1_96*+ i O ( 1 IE OUT(12"W)=196.33 -- :v, -� O / . AT PIPE CENTERLINE ." - EXISTING GRADE AT -30.74LF-12"C-900 PVC, S=(0.507) "' 4 + x CJ N + , PIPE CENTERLINE + `,+_++`++ 200- _ _- I` zoo �_II i -p _?!iV + +STORM VBAC C I �� + + + + ++ I ULTRA-BLOCK _--- .._.. -.i.,,, _.. -- Iz���"rJII)�Y:J + + + + + �r �ix':��0}. .� x I O RETAINING WALL n 1i�.�©1� O �3& 8 JF Y A� ,' I O • A ELEV. 96.00 ! �� �jF�1: _� Sc I I- m 1 END RIP RAPo_ o - /1 4� I •41, - `- un o` 195„ - ___- 1 - a _.._ ----_ f 95 STA:11+26.75} - • O S O O O 0 1��1r��644 O I �� 3-A. o ELEV:196.00 - - - ' • I 6.40LF B"01, S=(0.00%) 0}wG��NeW " k, a o°� 12"IE OUT , - -._ .._.. - 1iit~l,. �.___LI a o STA:11+34.71 22.72LF 12" C-900 PVC,S=(0.537)- l '•may. % it ... -- _ _ CB A-1 .-190 \\ilk a. p I � .J �P=Q� b --.- -.._. RIM-198.71 - , a 0� a ce ELEV:196.74 --- 10+3074 0,00' (SD UNE A) v ` aI 6 90a -18"CLASS 52 DIP SLEEVE STA= 22 33LF 12"DI, S (0.507) I6a IE IN (12" E)-196.21 `J �- �¢ � - 14.13LF 12"D3034 PVC, S=(2.847) IE IN (12" N)-196.07 -- IE OUT(12" W)=196.01 _� _ I - v _ v T .� �� a Q (I mrs a+eMws ARE nc PROPERTY a •rsrw[VA.Aarls me(xa)auo 185+ --._ i -_-_._ I-. . I __.. --- i-_.-. I_-_ -I_...-_.. {. +185 __ - _ „i ,, THE YAM NR m 9E VIM THE£o W MIY 11+60 11+60 11+40 11+20 11+00 10+80 10+60 10+40 10+20 10+00 \' v. _I_ 1 iuw+mox OF VI SD A-i (FLAT TOP MH) as -as cs --°s as- as-I-- gas -... - _ wm STORM PROFILE STA=10+Do 00 0 00 (SD LINE A) 5i ° (STA:10+00.00 - STA:11+80.00) RIM=199 53 N r , IE IN (12"E)=195.86 ■ SW 115TH LAVE SCALE: HORIZONTAL: 1"=20' IX E N 2 N) 3+5 36 c VERTICAL: 1"=5' FX IF OUT(2" 95+6 ss s SS - ss I __ V V' STORMWATER TREATMENT FACILITY PLANTING PLAN PL PUE PL SCALE: 1"=10' \\A TOP OF WALL I TOP OF WALL - o VARIES BETWEEN VARIES BETWEEN F //, a 199.5' TO 203.5' I RETAINING WALLI 199.5' TO 203.5' HEIGHT VARIES- (SEE SHEET 0202) - I L'I I (SEE SHEET C202) I I (MAX EXPOSED HT=5.5') I I--2' IIF] ci a x 1'FREEBOARD x 0.5' x 1'FREEBOARDI �� J. x z O � -' = 198.55' ,�./ 25-YR= 198.55' • =b"\ N TOP OF POND ?'//'/ 25-YR 10-YR = 198.31' ;� 10-YR = 198.31' ♦ - i' TOP OF POND VARIES BETWEEN � � VARIES BETWEEN O 0 � // - ♦ 2-YR= 197.80' r 2-YR = 197.80' ♦ - \ 203.5' 199.5' TO 203.5' 0 199.5'TO 0202) - cQ, .Y "N' - 9 WQ 197.37' r p RETAINING WALL •� ♦ r .-S;1. - (SEE SHEET 0202) F \ (SEE SHEET 0202) 7 yr 0 �MII//II 4Rr yL -� HEIGHT VARIES '� O 1►n1Rh`r"" , z Q O Y� 4rEXPOSED HT=5.5') JUTE MATTING _0 0 JUTE MATTING yi (MAX( T °` - - KEYED IN AT TOP 0 J KEYED IN AT TOP \ X 1� - 7i + 12" MINIMALLY Q z II-- 12" MINIMALLY COMPACTED COMPACTED COMPACTED H COMPACTED SUBGRADE PERMANENT POOL DEPTH=0.4'(ELEV: 196.40) PERMANENT POOL DEPTH=0.4 (ELEV: 196.40) SUBGRADE TOPSOIL MIXTURE �(� SHEET ' TOPSOIL MIXTURE MAX. SLOPE 3:1 POND BOTTOM ELEV: 196.0 POND BOTTOM ELEV: 196.0 MAX. SLOPE 3:1 CEI TYP.BOTH SIDES TYP.BOTH SIDES Know what's below. C501 1, TYPICAL EXTENDED DRY BASIN CROSS SECTION A-A TYPICAL EXTENDED DRY BASIN CROSS SECTION B-B Call before you dig. NOT TO SCALE NOT TO SCALE JOB NO. 2312-018 §� CS i" , ca T m� STAINLESS STEEL CHAIN OR CABLE pj°t ATTACHED TO ORIFICE PLATE AND a STRUCTURE MAS AL ENOUGH CHAIN OR CABLE p0 SLOT SHALL BE SHALL BE SMALL ENOUGH TO ALLOW ORIFICE r 1"XS"CENTERED PLATE TO BE REMOVED FROM WIDE.ORIFICE u4, PLATE AND GUIDE TO BE MANUFACTURED ♦ %,„*' CONSTRUCTION �, FROM Sc HOPE OR Y"STAINLESS STEEL. R, m I. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended t' �' II A fieri i W� topsoil.Topsoil amendments shalt be garden compost,nut conventional fertilizer z ]M. amendments 2. A biodegadable Erosion Cont[ol Matting shall be placed over the topsoil throughouC the I I- z• 9 V 'or a ax -I F-''7" wale cross section,fabric shall be held in place in accordance with the manufacturer's =111' w IY, °' „.,,(rsost n n'x' I" rs installation requirements.Anchor spacing shall he based on 3 fps flow over the fabric a sccnMx aroD ORIFICE SIZE=2.9's • 5 ›; WATER warurn ELEVATION(25-YR=196.SS' ORIFICE ELEVATION=797.61' �1 Lid B0' "" a.Treatment area-high-density jute matting(Geojute Plus or other approved equal) cc ACCORDANCE M H MAXIMUM ) 41Nn O & M]"MINIMUM ORIFICE SIZE F SECTION A-A b.All other areas-low-density jute matting(Econojute or other approved equal) STD.owe JBo i ORIFICE ELEVATION 197.77' a V] ''� fRgM�:CRAGO EPER mmvi' sD ALIGN INVERT OF ORIFICE TO SPACER REQUIRED FOR F • Vy'4 3. 2.5-3 inches of 2"i"river ran rock shall be placed over the matting evenly throughout the sro. ..A,x.o"a "an.w / MULTIPLE ORIFICES rsn INVERT OF PIPE. /( length and width of the Swale. E' Foot ATA ' `I•:•I 1 4. Plant materials shall be placed in accordance with the plan and plant table ns shown on '�11 �e m"m'0 196'40. _ a' 7 1/z^� r,i4 Ch z 7 STORM SEWER our _� + t+- 0 0 approved plans M-� 196.00' zOrroj Ell \\ �/ -� PLATE THICKNESS+1/4• 'Z T, p Y. PLAN 5. The water quality Swale treatment area plantings canfhwt ± a \ 1 1/2•MIN. •onceH ER7 r 2'MIN.er1 r-- 6. The ant growth tF -mom. ,� w�E= and density matches the engineer's design as shown on the approved plans and all other 2 Pu¢s 3' O( O I 11 1 111 1 requirement have been met.The engineer must certify the facility to be functional,in ° f to"MINIMUM o accordance with the approved plan design to begin the two-year maintenance period. z B111111111111 B it 6•(Erre) s J SECTION B-B MAINTENANCE A. 1. The permittee is responsible for the maintenance of this facility fora minimum of two years SECTION A-A o 24: oV / following construction and acceptance of this facility per Chapter 2. CLAMP DETAIL r SELF rAPPINO CDNDRETEz"MIN. ' z 1/2N 1/x•SO.EDGE FLAT BAR2. Irrigation is to be provided per separate ircigation plan us approved. ANp1oRs.PMxaPsaRz MIN.AR(n Ea.1Note:Irrigation needs are to be met using a temporary irrigation system with a timer during ^PPT°''E°E°"ALI32, TW.GRATE B j"N 1-1•STAINLESS STEEL3,1/A. the dry season.Systems should be winterized during the wet season to assure longevity and °�T \ lOguard against damage from freezing temperatures.Water source shall be as shown on theo 0J/Is-^TYP approved plans. 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice Q K annually(Spring and Fall).The landscaping shall be evaluated and replanted as necessary NOTES: ORIFICE PUTS GUIDE SHALL FIT STOP 1. CONNECTING PIPE AND TEE SHALL BE 4",6",OR 8"AWWA C-900 OR ASTM 3034 PVC,ANO ORIFICE SIZE=0.56^0 GATE AND INCLUDE BOTTOM CHANNEL to ensure a minimum of 80%Survival rate of the required vegetation and 90%aerial ORIFICE PLATE GUIDE. 0 Q Non-native,invasive plant shall be removed when occupyingONE SIZE LARGER THAN THE ORIFICE OPENING. ORIFICE ELEVATION=196.40' < SO EDGE FLAT BAR 0 C.TO C. coverage. pan species s a more than 2. MAXIMUM ORIFICE OPENING SHALL BE 6"DIAMETER. ( N 20%of the site. 3. STRUCTURES SHALL CONFORM TO STANDARD DRAWING NO.390 DITCH INLET. - PLAN 4. FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING N0.400,DITCH INLET FRAME NOTE: 4. The facility shall be re-excavated and planted if Siltation greater than 3 inches in depth AND GRATE. ,'E•SELF TAPPING CONCRETE FOR MULTIPLE ORIFICE APPLICATION F Q occurs within the two-year maintenance period. 5. PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURE AS APPROVED. ANCHORS,PHILEPS 5-12 OR 0 3"MIN.SPACER IS REQUIRED AS I ' � [F NOTE: AND GRATE SHALL BE NEW BTRUGNRAL ASTM a-J6 FLAT BAR STEEL OR APPROVED EQUAL. 6. MAINTAINANCE ACCESS REQUIRED TO WITHIN 10'OF CENTER OF BOTH STRUCTURES. APPROVED_EQUAL. SHOWN.SPACER TO MATCH PLATE GUIDE J W 7. FOR APPROVAL OF ALTERNATE STRUCTURES SEE SECTION 1.17. Lia -)f STAINLESS STEEL DIMENSIONS,WIDTH,MATERIAL D <Ca WITH A WATER TIGHT SEAL W DITCH INLET WATER QUALITY SWALE / a z • OUTFLOW CONTROL --iii W-s FRAME AND GRATE CleanWater Services CONSTRUCTION & MAINTENANCE NOTES ( p Services t REVISED,�-eB •"re.mmltmeotl.dear. Omcomuime„e is elms. STRUCTURE C1eanWater Services ORIFICE PLATE DRAWING NO.400 DETAIL N0.710 REwSED 12-06 DRAWING N0.720 REVISE,,'.1 Do Our commitment 1.dear. .-- Q LU AND GUIDE CleanWaber Services z - w @ d DRAWING NO. 730 REVISED 12-o6 ° 0O` �°°Lh°IO°T O to Q' in_ -t• VI INVASIVE SPECIES REMOVAL (WATER QUALITY FACILITY) POST-PLANTING EROSION AND WEED CONTROL (I) 1. HIMALAYAN BLACKBERRY IS THE ONLY KNOWN INVASIVE SPECIE NEEDING TO BE 7. THE ENTIRE PLANTING SITES WILL BE MULCHED WITH A 3" DEEP LAYER OF (.1) /1 RIPRAP: ERADICATED ON THIS SITE. PRIOR TO PLANTING THE WATER QUALITY FACILITY, HYDRO-MULCH TO PROVIDE FOR WEED AND EROSION CONTROL. THE MULCH (. J •ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. THE BLACKBERRY WILL BE MOWED OR HAND CUT, AND THE STUMPS PAINTED WITH MATERIAL SHALL MEET CWS STANDARDS. THE MULCH WILL BE RAKED SMOOTH - •THICKNESS OFA SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. AN HERBICIDE SUCH AS GARCON 3a OR AN APPROVED EQUAL. THE HERBICIDE THROUGHOUT THE ENTIRE PLANTING SITES, BUT IT MUST NOT COME IN CONTACT WILL BE APPLIED TO THE CAMBIAL TISSUE WITHIN 5-20 MINUTES OF CUTTING. WITH PLANT STEMS. •ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. RIPRAP INSTALLATION: SOIL PREPARATION (W.Q.F.) WATER QUALITY FACILITY (W.Q.F.) MAINTENANCE NOTES •EXCAVATE BELOW FINISH GRADE TO DEPTH S DIMENSIONS SHOWN ON APPROVED PLANS. 2. PRIOR TO PLANTING, THE SOIL IN ALL PLANTING SITES WILL BE PREPARED IN 8. THE DEVELOPER IS RESPONSIBLE FOR MAINTAINING AND MONITORING THE WATER •INSTALL WOVEN GEOTExnLE FABRIC. ACCORDANCE WITH THESE PLANS AND CWS GUIDELINES. QUALITY FACILITY IN ACCORDANCE WITH SECTION 2.11.2 OF R&D 07-20. THESE CO •PLACE RIP RAP TO FINISH GRADE. RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MAINTAINING AND MONITORING - bn o 3. THE SUBGRADE SHALL BE TILLED TO A MINIMUM DEPTH OF 4", AND A MINIMUM OF THE FACILITY FOR A MINIMUM OF 3 YEARS AFTER THE FACILITY HAS BEEN • I 2 "Lr TU 12" OF CERTIFIED WEED-FREE COMPOST-AMENDED TOPSOIL SHALL BE ADDED (SEE INSPECTED AND DEEMED COMPLETE. • tVe-„I 'z'm 'S o • CWS GUIDELINES FOR SOIL SPECIFICATIONS). - A .. S N O; so DEVELOPER'S CONTACT: MISSION HOME NW, LLC; KURT DALBEY(503) 781-1814 LD _ •GRADE RIP RAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING 4. NO ADDITIONAL FERTILIZER IS TO BE ADDED TO THE PLANTING SITES OR PLANTING CLASS CLASS CLASS CLASS CLASS HOLES. • 2" 5P2 R- m 5D 199 200 700 moo PERCENT WATER QUALITY FACILITY (W.Q.F.) PLANTING NOTES 9. THE DEVELOPER WILL CHECK THE W.Q.F. A MINIMUM OF TWO (2) TIMES A YEAR ,Iit 50" z FOR INVASIVE SPECIES, DEBRIS, RESTRICTION AND SEDIMENT. DOCUMENTATION IS S WEIGHT OF ROCK(LBS) (BY WEIGHT) TO BE PROVIDED TO THE OWNER AND CWS. 50-30 100-60 200-140 700-500 2000-1400 20 THESE WAMM(5 ARE INE PROPERTY OP 30-15 60-25 14080 500-200 1400-700 30 5. EROSION CONTROL FABRIC MATTING WILL BE USED AS TEMPORARY EROSION GENERAL MAINTENANCE NOTES (WATER QUALITY FACILITY) AEsnua O SE REPRCO INC.IN ANY MINE ER TO MTBE W.THC WILY 15-2 28-2 eo-a Zoo-zo 700-40 ao CONTROL AT THE W.Q.F. SITE UNTIL THE SITE IS READY FOR FINAL PLANTING. PERIM OF Mel 2-0 2-0 8-0 20-0 40-0 10 10.BEAVER AND NUTRIA PROTECTION AROUND TREES AND SHRUBS SHOULD BE 6. ALL AREAS BEYOND THE LIMITS OF THE TREATMENT PLANTING AREA ARE TO BE PROVIDED BY INSTALLING AT LEAST 3' HIGH WIRE FENCING AROUND PLANTING HYDROSEEDED WITH THE FOLLOWING SEED MIX: ZONE AREAS OR INDIVIDUAL PLANTS, AS APPROPRIATE. THE FENCING SHOULD WATER QUALITY FACILITY TRACT SEED MIX: BE STAKED IN PLACE. ALL PLANT PROTECTION FENCING SHALL BE REMOVED - WITHIN 4 YEARS. CARE SHALL BE TAKEN TO ENSURE THAT THE FENCING DOES DWARF TALL FESCUE - 40% NOT RESTRICT OR IMPEDE THE GROWTH OF THE PLANTS. B°1 DWARF PERENNIAL RYE - 30% CREEPING RED FESCUE - 25% 11. A TEMPORARY IRRIGATION SYSTEM WILL BE USED DURING THE 3 YEAR MIN. COLONIAL BENTGRASS 5% MAINTENANCE PERIOD FOLLOWING PLANTING. IRRIGATION SYSTEM TO 1" WHITE APPLICATION RATE = 120 POUNDS PER ACRE POLY PIPE PLACED ABOVE GROUND. SPACING OF HEADS TO PROVIDE COVERAGE OF ENTIRE WATER QUALITY FACILITY AND BUFFER PLANTING AREAS. IRRIGATION TO CONNECT TO DEDICATED IRRIGATION METER. PLACE BACKFLOW DEVICE PRIOR TO 0 CONNECTING TO METER. _ 22 a 12.ALL PLANTS IN THE PLANTING SITES ARE TO BE WATERED AT A RATE OF AT c°'i LEAST ONE (1) INCH PER WEEK FROM JUNE 15 TO OCTOBER 15. W 0 13.IF AT ANY TIME DURING THE WARRANTY PERIOD THE LANDSCAPING FALLS BELOW N THE 80 SURVIVAL LEVEL, THE OWNER SHALL REINSTALL ALL DEFICIENT PLANTING o -;,. . - AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND THE TWO YEAR 5 N CleanWate; Services MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING. \ o Oar„aWls„e is eh.. 14.ALL SILT FENCES WILL BE REMOVED WITHIN ONE (1) YEAR FOLLOWING CONSTRUCTION. m zo o O B J wd Q SHEET CO • C502 JOB NO. 'i 2312-018 8,, z mm (4$ 2 S/ / I \ 20' 0 E1' 20' 80' / —4-1- '� ( iM ii ii MI U Nei I / % �. \ \ SCALE 1 INCH=20 FEET W F r1T a / /; CURB DATA 0 c, z g o ° !" mg TAG NO. PC STATION DELTA RADIUS TANGENT LENGTH PT STATION PC,ELEV. 1/4 ± :±E: PT,ELEV [��2 Cm O W IN52d10'09" 20 203.95 III��� U z �mq u "i0.46d0fi'20" 27 204.29 � 4 14'RT 26.09 RT GnV w G.•+F I I V ) TAG NO. PC STATION DELTA RADIUS TANGENT LENGTH PT STATION PC,ELEV. 1/8 1/4 3/8 1/2 5/8 3 f 4 7/8 PT,ELEV +.,97„€:/r2. 2+92.91; O c, I 269' 278416'2r 40' 52.3 194.2T 2625'LT 204.29 204.53 204.76 204.99 205.18 204.99 204.75 204.52 204.28 a a NOTE: U SW SUZANNE PL. b ELEVATIONS SHOWN ARE TOP OF CURB ELEVATIONS. O N STATION REFERENCES ARE FROM THE STREET CENTERLINE. P I a . / W C) 1+20 d V -�� 0 Lt Q ;_C00 ti / / F d 4 a 10Z Z ° d > w Q — — — 7x6° 1Lx00 a /°/ / L N co \ Cr) m iY 1 ---I— STREET PLAN r SCALE 1"=10' _ ' c!//: o c`',‘%c`',‘%�n-546;5\i, oM N " o OF3- is z 220 220 EL . MES"[RAVINGS ARE ME PNOPERtt OF %ES,.CONSULTANTS INC.1X41 AN I '., PVI STA,..,= 2+42.75 MEN REPRODUCEDINEVA�:ai r o 215 _..". - _ _PVI ELEV= 205.23'i.. _. -215 MANNER ___ _.__. __ A.D. = -2.01% ,. K = 9.96 wr w O O -20' VC-.- m N m NO NM NM [n[no,+a. n n of ri am csi 21�N- +H---_ _.__._ _.... ___. ". _.____ _ +N -M°210 0 N J 41 G1 w Saw ',' >m ow ui a m w g a 205 -._-_ --_._ LODA_ -1.01% - a. 205 P EL 0 i,, I w 0 0 Y200 _..__. --_-___ ___. _.... __._. 1-._.. _ .. .200 r- N O _ - 19520 2+100 3+100 3+70 5 m o_ o O N J STREET PROFILE U j:1 'cl CiZ SCALE: HORIZONTAL: 1"=20' � SHEET VERTICAL: 1"=5' UUU i j t Know what's below. C503 o v) Call before you dig. JOB N0. 2312-018 0; I q� t I 1 I 1 1 LOT 3 � , LOT 4 ; i1' Fig0 ss I .'� (Trn.)0 LOT 5 i �� m LOT 1 I LOT 2 . - - VI I a I \ --- - o �' I / V zo 0 0 zo' ao' z Q _ •WilliMIIIIIIIM �- r1a/(TYP. I w /. ��i�. � Io / \ - 1 -- I SCALE: 1 INCH = 20 FEET W m T �� M� 7Mt �� A , V ( a • u� �IO O -T T r, - - 71 SANITARY I I CONSTRUCTION KEY NOTES z Foy 9+70 I - / ® , 1 I SW SUZANNE` CT. O7 INSTALL STANDARD SANITARY SEWER MANHOLE OVER EXISTING Cn c7 o Y SS A-1 1.00 I 11+00 SW SUZANNE PL12+00 I - \ 0 �-• ss-ss- Ss-SS--ss-SB--SS-sss-ssi SS-SSS SS--SS--SS--SS-'�- - "N�, r,3+68" SANITARY SEWER. CONTRACTOR TO POTHOLE AND VERIFY W m �yc7 0+75 1+ A-- --"�- EXISTING 8"IE. SEE CWS DRAWING NOS. 010, 100, AND 110 84 a J w 0 ON SHEET C701. o W �� I pp j --r ® 00 .. o .Z. o�'. ,- '- W-W -W- W-w W-w-W- w-w� W-W 6" WATER W-W- _ _ _ _ f - O2 INSTALL 48" STANDARD SANITARY MANHOLE PER CWS V g...4 00 O I _ - _ -°I STANDARD DETAIL 010, 100, AND 110 ON SHEET C701. 0.mF 1 s ' ��_. _ _ , Q �� O3 INSTALL 4" SANITARY LATERAL. EXTEND SANITARY LATERAL 2 I I t;'-�r • " ° ° ' _I__:', lif' i --------- -� _ _- - I FEET BEYOND PUE. SEE SANITARY SEWER LATERAL SCHEDULE /I 8�- THIS SHEET AND CWS DRAWING NO. 520 ON SHEET C701. ����"" ,. .. (TYR)Q - - - k ,. �/ [ , � . ! �', ® CONTRACTOR TO WET TAP EXISTING 8" WATERLINE WITH 8"X6" In TAPPING SADDLE WITH 6" GATE VALVE. WET TAP nI I, IE "d • . i,- \\\ / ® I REPRESENTATIVE.ECTIOCITY OF TIGARD WATER DEPARTMENT O BE ~ I " ,.� O® iii / / \\ - T-------- INSTALLED BYN APPROVED CONTRACTOR AND UNDER THE I B - 1I _ Y - --- O INSTALL THRUST BEHIND 8"X6" TAPPING SADDLE PER CITY OF O W v, I Q i J TIGARD STANDARD DETAIL NO. 560 ON SHEET C703. LLL O INSTALL 2" STANDARD PERMANENT BLOWOFF PER CITY OF 0 6 CC IX 3w I! I 7° Ids r 1 I I - -- ----- I TIGARD STANDARD DETAIL NO. 570 ON SHEET C703. Q O a II I 7 INSTALL 1" WATER METER SERVICE PER CITY OF TIGARD Q I. n `I' I �. ! I O STANDARD DETAIL NO. 520 ON SHEET C703. m I ,I LOT 9 I I I I © INSTALL FIRE HYDRANT.SEE CITY OF TIGARD STANDARD (Qj Z DETAIL NO. 542 ON SHEET 703. F Q ' 1. 44,,,r,.__. , LOT 8 i I LOT 7 LOT 6 I W -J I x it■,. ! I I O9 CONTRACTOR TO POTHOLE POTENTIAL UTILITY CONFLICT. w 0- Iw I Y' s ! 1 NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCY EXIST. D CC • , L, I 1 I ® INSTALL 1"IRRIGATION METER WITH DOUBLE CHECK VALVE LE1 ! e, �' a 1El I I ASSEMBLY FOR STORMWATER TRACT PER CIN OF TIGARD >Q Q �, II STANDARD DETAIL NO. 531 ON SHEET C703. -.- ^=c1 -i "- it" ',, L J �- - 1 I I 11 INSTALL 2" SCHEDULE 40 PVC IRRIGATION SLEEVE UNDER .t. -, ---- L-._---_ r! SIDEWALKS/DRIVEWAY TO BE CONSTRUCTED BY THECt I -- -- -I -- I DEVELOPER. WW n , I . - X-X - -- _ ......... L 12 INSTALL AIR RELEASE VALVE(CARV)AT HIGH POINT OF 3 Wa - --- WATERLINE. SEE CITY OF TIGARD DETAIL NO. 590 ON SHEET O V1 N °�� -- -- -- -- - - -._- C703. } 13 SEE KEYNOTE 9. UNLESS FIELD VERIFIED HORIZONTAL AND .. d' VERTICAL LOCATIONS OF EXISTING UTILITIES ALLOW FOR THE Q SANITARY SEWER AND WATER PLAN VERTICAL ALIGNMENT OF THE WATER LINE TO BE INSTALLED WITH A GRADUAL CURVE, INSTALL AIR RELEASE VALVE(CARV) - 1- SCALE: 1"=20' AT HIGH POINT OF WATERLINE PER CITY OF TIGARD DETAIL Q NO. 590 ON SHEET C703. (f) N SANITARY- CLASS'B' BACKFILL PER CITY OF TIGARD DRAWING NO. 180 ON SHEET C702 I GENERAL NOTES G_ 210+ --------{ ---- --- i ------ I --- + ---- t --- ------ - --- !-- !- --I- I---- 1210 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO EXISTING F CLASS'B'BACKFILL PER - UTILITIES DURING CONSTRUCTION AT NO COST TO THE DEVELOPER. WATER- _ CITY OF TIGARD DRAWING NO 180, SHEET C702 STA:3+55.74: 11.7'RT SUZANNE= - m EXISTING GRADE AT PIPE 2+77.00 WATERLINE A - 2. ALL WATER PIPE TO BE CL 52 DUCTILE IRON PIPE UNLESS C O'n o PROPOSED GRADE AT CENTERLINEA INSTALL PERMANENT BLOW-OFF ASSEMBLY - OTHERWISE NOTED. -. .y ----I- - PIPE-6ENTERUNE-- --- ---- - --205 3. WATER SYSTEM TO B INSTALLED AND TESTEDPER CITY OF TIGARD <`.3-L!".7-1'6s� E _ -- -" - WATER DISTRICT DESIGN AND CONSTRUCTION STANDARDS. - w cv ce 8 -TT 277.LF 6" CL52 DIP 00 ! ® MINIMUM 3' COVER -® 4. SEE GENERAL WATER CONSTRUCTION NOTES ON SHEET C101. 2" '6JP?, T "'�I PROPOSED STORM SEWER _ w 200 1� J - --- - ---- --- ---- - -- - - 200 5. MAINTAIN 10' MINIMUM HORIZONTAL CLEARANCE FROM WATER MAIN "Ili 6� w _ _.. --_ ," TO SEWER MAIN. . 1 CLEARANCE I ---- 1 1 1 1 - 6. SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE "HESE mTHE DAAMM e E PROPERTY OF 1 1 *ORME CONSULTANTSINC.(M)AND " ` 1 - REQUIREMENTS OF CHAPTER 8(TECHNICAL SPECIFICATIONS FOR AMER NOTETO BE REPRODUCED N ANY `247.63LF 8" D3034 PVC, 5-0.40% T CONVEYANCE SYSTEMS)OF THE CLEAN WATER SERVICES"DESIGN PERMxmONOFNd 195- --_._T AND CONSTRUCTION STANDARDS". IL ISS A-1 SS A-7 - Z CONTRACTOR TO SUPPLY A KUPFERLE FOUNDRY COMPANY ECLIPSE m 1+05.15, 5.00 L(STREET) 3+52.92,:0.42 L(STREET) ,#88 SAMPLING STATION TO THE CITY OF 77GARD WATER U 10+00.00, 0.00'L(SS LINE A) 12+47.63, 0.00' L(SS LINE A) DEPARTMENT FOR INSTALLATION AT 7HE CITY'S DISCRETION. E.. RIM 203.24 RIM=204.67 rc'm 190 i. _____IE IN (8"Eri96.37_.. __.._ _.-._ _.-.._ _..... _... _... IE Il' (4" NE)=197.86 .. .;190 a X f IN (9N)=19&.17 . IE IN (4" E)=197.86 't IE OUT .1 `=196.17 - IE IN (4" SE)=197.86 E OUT(8" w)=197.36 SANITARY SEWER PIPE LATERAL SCHEDULE 185+ __.- -.__. I _.___ _-._---- I ----- -------- 1 -_. I-.._.. j... _. I.-. ;-. LENGTH SLOPE FFE O s-- __F_ _.+185 LOT PIPE SIZE/ IE ® IE © COVER ® z 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 NO. STATION MATERIAL MAIN STUB STUB 9+709+80 SANITARY PROFILE 1 10+56 4"D3034 PVC 30.0' 3.15% 196.76 197.71 5.33' 203.73 a 11 (STA:9+69.86 - STA:12+60.00) 2 11+20 4"D3034 PVC 30.0' 3.37% 197.02 198.03 5.60' 204.05 0 SCALE: HORIZONTAL 1"=20' 3 11+90 4"D3034 PVC 47.7' 2.86% 197.30 198.66 5.76' 204.98 Ir VERTICAL 1"=5' 0 4 SS A-2 4"D3034 PVC 36.9' 3.95% 197.86 199.32 5.65' 205.41 \ -ac5 SS A-2 4" D3034 PVC 27.2' 6.06% 197.86 199.51 5.64' 206.75 0 6 SS A-2 4" D3034 PVC 37.4' 3.90% 197.86 199.32 5.65' 206.93 co z 7 12+43 4" D3034 PVC 52.6' 3.06% 197,51 199.12 5.65' 205.23 -- ,r.-, N o 0 J 8 11+65 4" D3034 PVC 40.0' 2.18% 197.20 198.07 6.00' 204.83 w p Q 9 10+73 4" D3034 PVC 40.0' 1.877. 196.83 197.58 5.57' 204.18 ��� z F- E'..., - SHEET Know what's below. C600 .m Call before you dig. to JOB NO. 2312-018 g� � N ti � mm� ...___..- .- Iv MINI. _--____.. _____ SS a CUNT JOIN' CLASS 'C AC F L .5"C SEE STp Ez- o I 3 'F 3 4 DETAIL NO-tab--\ GE MIN -� SEE NOTE 5 °Ow MATCH WIDTHEASTING DR &WGRACE .. • - . 2 P_TO STREAM 11 A 0 ! F � 2% 1 R/W LINE SEE NOTE 3 Z 1 /�/ ' _ A 7 ' e R04? I VARIES w o 5°o 0I ),>,0 o p, r6--0 ,D----,,--- 3o I Thi' i�� �'. iI lul` w p Lml I'I''^ _ 'w u w P II. ��J ?"� „,,F4.............'”�i �. �' a — 11.-ISI �a1 "OF',/a BASERLCK 5•MIN 2% SIDEWALK „ T^ �JPnP T 2! :EPI L'SE.OBGR C_ ) 1-2"32/331// , / E w ''1 u � / � l� f MP _IEf SUBGRADE Fa FABRIC 2/37,--"21) 1" / '4,)B,"'"?'"',);" SEE '4 Zd • UO �C/1�� `u,/ / ) C LANDSCAPE NOTE 3 �LANDSGAPE z w MAINTENANCE ACCESS A J• p �� I / STRIP sE8 No E STRIP E !¢ �o� �▪ _. ) O/ 1�U SIDEWALK ADJACENT TO CURB , P z - FLAEIT R-- :,Jm. Row A zo W F,',01 to j 30'MAX U W vi MONUMENT CASE & COVER ." 3 10•MIN 3' z w�a MIN. ROAD ej"4 1 4 , I I PLAN -A.' w od�F / I NO / - '-0" PROJECTED TOP 8„ OR\ D 2% ICF ST 'M F S B Rw' - OF CURB 2%MAX + yy 1 o 0 o tooALSO,SUI x F BE IRON OR SIDEWALK AWAY FROM CURB (/1 Tia.i.. J 0 l� q LOADING 11085E FOR ASU RAFFIC STREET " R/ ( /� _ I..ITL_ __ f( 0 6 OR 33 LED BY. •I '-! - IL ''J^ 'CRE1F A BE (`P I. AFTER DAYS . WqY� 4'A.C. EAS1 JORDAN IRON WORKS, INC. �- FABRIC AR NUMBER ' 0) PANS T B 5 FEE N N'E 5 H V'SE SPECIFIED_ PEDESTRIAN PATH OR BIKEWAY MARY LLE +A ATE 9 ET ENE-TENSION JOINTS& oN AT JOINTSSH NUBF PREno r D .RH h P1 + LL MATERIAL R EQUAL r1 UAL XTENH Nr FRCS/ IBPA E f FINISH GRASS AND RE6O)0 0141 LE CEO N E ODES OF DRIVEWAY APBROACHES, IE nufy VAULTS. II IC ..HA'R 'NPS AND AT 2"OF AGGREGATE LES REP. 3)36 -5925 SPACING'G IO G EXCEED 45 FEET. SECTION A—A (3/4"-0") COMPACTED NOTES, Q O K 2 AI TE4 NATIVE TYF MUST R t R01 ED 4 F -IC EWALX ADJACENT TO THE CURB O''OL KE AVE I.l= A I1 CURB, Ti'cCRETE SHALL BE 3000 P_0-1_ AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 1/2"-3" BY HE CITY ENGINEERING DEP R?MEN T. HE„DIET BETWEEN'HSM SN>L B 4 TR ELS...I. ,J.'H +M /7".a,ICS. NOTES: Ci ISI .,",NC.FTE PANELS SHAL1 B.. .,2 HF 3 4 :DEEP SCRIBES A?JOIN fS 6 FEE. APART, 3. /PPRO+IFE FOR ALL S"REA1,_ALSF CATIONS. S' v,ALK ;BALI_HAVE MINIMUM I KN - FOE''F MOUNTABLE CURB IS USED 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. CQ R SIF PA K IS INTENDED A PORTION , DR VE NAY. OTHERWISE SIDEVA K SHALL HAVE EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH L. EL 0-SILJ? TO BE NO DEEPER THAN 6" BELOW AMINIMUM THICKNESS CF 4 1,1CHFS 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2"RADIUS ALONG BACK OF CURB. F - FINISH GRADELJ. 3- FABRIC TOB A MOVEN CEOIEXTI LE(AMOCO 2006) OR APPROVED EQUAL DT':N ?LOCl/OH S '. CURBS SHALL SE FXTENDED BACK OF IOEWAtK WITH DIAMETER 3. EXPANSION &CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED w 4 O..M°AC'AND STERILIZE SUS,RADE. HFLJ!. O DNV',ARS OR PVC)PIKE,?2,9 SLOPE CON TR G It;N.JOIN.` 0 .,:PLACED W ., F.F.PIPE - MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. w Z = '0-'CRETE SHALL HAVE A MEDIUM SIM FINISH 'ROWELED ON ALL FOUR:S=DES 5 a No SCALE11:1,,,,1:1:111.1,1, No SCALE o SCALE ,v2,01,,,1:0)1,...:1:4.1,3: A°0P0vF0° o scALE MICNAEL A STONE.P.E. MICHAEL A STONE.P.E. ONE P E �, �" ORI FAH,P E M a N„m MAINTENANCE ACCESS OR owc.Na an MU MONUMENT DMO.NO. moon A'N°;m 'JI CONCRETE Dwc.ND. l ,,,,,„N� STANDARD DRIVEWAY DwD No n Fa— F ` 1 n,; JANUARY A.NMPPLPA,E, PEDESTRIAN/BIKE PATH 1 66 CE,I1 ,ANNA.�,<; BOX 1 70 F A,w»aN:m JANUARY h,3 I SIDEWALK 1 20 JAN^U PARµADOfrS w/LANDSCAPE STRIPS 141 z 0 0Ln sr (f) (Vn/ V / 22' DRIVEWAY- 16 F. 8, - MATCH NNDTH&GRADE \ AGF 31 �: U. L 4' MIN) + A t R/SI LINE _ -j F ! ABS CR 1. )o EXISTING DRIVEWAY- 2 1 1 VARIES SEc NUE 3 PIPS P/,OLP I0 MATCH WIDTH &GRADE R N LINE LL YP q /� 3A TTE4 1 5'MIN. 11 / SGA I, d'o' 1 / GROUND �,4' j/ 12% !2% / SF_E $2% U� 1 RQ 37§ 5 MINI / NOT=} SIDEWALK ! I ,- g_ g^ SEE NOTE 3 �1 0 } I� SEE NOTE 4 Sii-; N F PP ST I NI it F 5'♦MIN 127 r -- SIDEWALK ,(. SUPPORT DETAIL / "" 'U_- 1 /vi,,�,w������,(�/jjjzzz?���6r'S�`a NO.F. 2 A�- i BASE C OURSE-� i_ Et W r2', - re E �h- _.._ :‘,1 AX SEE a Z N o 6 1 H LANDSCAPE 'j._NOTE 3 LANDSCAPE 2 O$' O 10 n4IN COMP F .BGRA�^F STRIP SEE NOTE 2 STRIP % e Q N I � I ��I g�2 w 1. ,n A..TEP aL y - A ,N,s NAM.ARE THE PN o - 2' A 'v,63", 12 GA. GALA. PERFDR ATED STEEL PROPERTY POST_ el AP,' 1. CONCRETE TO HAVE'A BREAK:NC STRENGTH.OF 3000 o S.'.. AF T-R 28 DAYS 30' MAX NSRANE CONSULTANTSINC.Oro)mo LJ.pi], 3'- 10'MIN ARE NOT YO REPRw0EPT SUN I uE�wlTl",Erµi T MANNER 1 !3,,!�:�:_. EXPANSION wN?5: PERMISSION Cr 3 2 1/2 Y 1/ A 18 12 AL'V. PER,ORATED GROUND STEEL TF.NER 0 T' 3/1. PR RB TOI / ,F j E PROVIDED. y f PROJECTED G 1 PLAN 4 O J 6" \J-/ AT EACH III of TAN Erlcv J Hz er,RB. p 'Ef., \/�2\ \ /T \ i STEAL ANCHOR I 4 X 12 A. V _ .._- p w OR% 2? T COL IN 8" R/W ��N\ mm + r RF CR AtD �\ O �/ EA f,/M'Ax / j A. L4 IDE G INL..TSTRUCTURES3/4•• PROJECTED TOP OR\ -Y., ))9 RE Jam 4) \ E END F onv JA S F '\ 3:8 X 3 p2 GALVANIZED ED HEX HEAD BOLI :WITH 5) 4T LOCAilvNS NECESSARY ilT SPACING TO 45 FEE, NdYm D /// 27 MAX �0 CURB // L.i LK MASHER R - 6 CORNER BOLT. �o - °%� JR/H A 301 ?L'BEPRE-m01.L'Ev APPY ALT IUPRE(,N++TED, NON FXli?U`.JIN G, STREET R/(� r �,�?con 4i\ 11 7/'16 X G,+ NI -7 CARRIAGE AIITH FLAT ANO o 00 c,5 d" t .?,,;,.<t eym;:. `' JH THICKNESS OF'./2 INCH AND SHALL COVER ENTIRE CROSS SEC':ION OF CGNCRE'.E ///d k„)_ LOCK WASHER, G BM_IS PEP RAL PER POST. o"0 00 Q O / 2' X 8 CROSSPAI - WITH REFLECTORIZED RED A' 2 .,NIRA T01 JOINTS- '.F AGGREGATETHAN '•I SEE NOTE NO. 4 WHITE CWOSS R'LS SECTION A—A r3, —o") COMPACTED PAN BE NOT MORE EET 0 B. THE H CF THE JOINT SHALL 3 -LEA 1-1/2 INCHES 2. SEE MANUAL ON UNIFORM RAFFIC CONTROL DEVICES 1 BASE ROK 0 OR 4 0,3 C XPAC! 2"OF AGGREGATE Z 0 - vN SE RUG ALL BE BASE <s'- Tc 0 FOR STREETS AND -IIGHWAvS AND THE OREGON NO IES SUB C-RADE D STREET STCTL Re OR 4 IN DEPTH ,HIGH eJER _REA rE e. SECTION A—A (3/4"-0') COMPACTED a. .iUPPL 1E.T. 1 'OF REIN MF 505 I, STRENGTH �HAI_L BE 4 EON.1JM OF 3000 PSI AA TER '8 CATS. pRAIN At,E BL Cr:OUT JIAMLTL`t PTFE: U 0 3E R RS CADFS CURB JOIN SHALL BE TROWELED NI IF, A MIN 112 ,AOIUS AL BACK OF .,URB- rn NOTES: ----- - 6C-8 BARRICADE DESIGN A 3"I O_PIPE WITH CO, NG. o 6G-9 BARRICADE APPLICA CION - DRAINARE ACCESS. HROUGH EX''INC,CURBS SHALL BE CORE Cf'14LO OR PU RB 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS_ I. POST SUPPORT DETAIL MA EXPANSION &CONTRACTION JOINTS SHALT BE 1/2 PREU GAUD ASPHALT IMPREGNATED C ALL MATERIALS AND JJORKM APJSHF .HALL 6E INC _ MA TERI A OR EQDI UAL EX FROM SUF3GR ADE TO F:NISH GRADE. SA.' UT i 5'EACH SIDE OF DRAIN AN REPOURED '0. FULL DEPTH OF CURB. _ DRA tI AC. ACCESS HROUGH NEN 'ORBS 11 3E?TARED MINUTIA OF 2.0' 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2"RADIUS ALONG BACK OF CURB. O ACCORDANCE WITH IHF R7REN- TATE OF EGON STANDARD SPECIFICATIONS FOR ,,HWAY CC)NS.RU CION 4. SEE STD DETAIL No.146 AND A.MAXIMUM OF 3.0'FROM RC'FRTY L.N�S 3 EXPANSION&CONTRACTION JOINTS SHALL BE 1/2°PREMOLDED ASPHALT IMPREGNATED O 6I-OR SURD L IONS AN OP.SANITARY,AND A"D"FOR STORM CRAY SHALL MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. BARRICADE FOP SIDE OAL,< IS SIMILAR. - - BE STAMPED ON THE TOP Cr :HE„URB !ABOVE THE I TERAL 4. DEFORMED#3 REBAR AT 12•'EACH WAY. PLACE 3"CLEAR OF AGGREGATE. TIE ALL BARS. rn W (FOR COMMERCIAL DIRVEWAYS ONLY) 0z 0 NO SCALE CM OF TIC ARO •°T°''®°A NO SCALE t iYPAOM°Y NO SCALE F°°R. , NO SCALE IAT J MICHAEL A.STONE,P.E. MICHAEL A STONE,P.E. MICHAEL A.STONE,P.E. LORI DANA,°PE. STREET D.NO. a apg STANDARD DRIVEWAY oxc.No. L, Q „o,l MNP.R< w P RY 201 1 No. 1 CO Awa COMMERCIAL Mr 0166.1S2oMc.No. o • � � BARRICADE 1 92 • HALL RINI, JANUARY�os w/CURB—TIGHT SIDEWALK 1 42 • 131.T PUBLIC W0436 06PAATNICS, ��� CURB d GUTTER "7 kcY" Z H vAL me � � v JANUARY oo,a 126 TIGARDYEBRUARY 2016 DRIVEWAY 143 SHEET C700 0 V) JOB NO. 2312-018 §1- ORS z ' a o • LOCATE ANTE AND COVER NOTES: PRE CAST s"CONICAL V Nr • NOTES: Or LEDGE OF AT LEAST J HOLES(2)SANITARY 1. LL JONTs ANO RUMBNEF EMAENKrs OD„ALL 12'M NID1N I ALL STEPS SHALL CONFORM COVER ONLY DN ORM roHE IR RUBBER GASKET � �• m TME El ,,,,,,,,,=,,,,,,,,,,,,,aFLAT TOP S FIRMnLYEEMBEDDED. MB D Di AS M c 4>B W M °E,,,,,o, BE ncHT,,,o DI NDP APPLICABLE PRRN. os of STADARD (OPTIONAL) oiki, (. Ri 3.BE OF THE uSTEPS'MSA'"nrE D"csicw rnEs"ao 1,4 p3.SlEPS°LLREOOtrzEONax Fuit iOv MAxH0.E5S ' ' is NOT PERMITTED).NM UNMATCHED STEPS aid DEEPER THAN aB'. ® �� s b F a•QUA 1111 ,._1„,„. �/1 -t/B I� 1-�it' • MP.' 1 �1 s-3/a"-� 4®. a,MATOMUY 2Y FROM AtmAADR xp.tzB d 1°: b TOP OF FIRST STEP WAIFATWIT GAME AND COMER. �. •��, I� O 6()W �_ TO TOP OF CASHING ' _= STD.ORAWMO N0.n0-SA/5r "'.."'�"" b 3 r l j aR �� --_,o-a/s- 1111 .< III III�C�� c,'"' v'w r/ I `SET IN NCN-SHRINK Q. ® Q11 'J .:AI U CxT U-0 NOTES: -UP. T Ti4•,0R LC) I;.d:�•�'�`�'.) U RUBBER GASKET t PLL PRE-CAST MANHOLE-478.saMALL lAu HAVE CONFORMR DAV THE �� _SHRINK ROM v' ` I .s' 2 C5 .m-I RUBBER GASKET FLAT TOP REQUIREMENTS INOF ucE�CONCRErF _ 1T /1 `_',.8:.\<,! '"� '� 6n REINFORCEMENT OF 3000 P s AND VSSLi SLUMP MPROr 2.TO 4•. I" 'Q.� W GL-�F OR ALL JOINTS SHALL BE SEALED FORMED GASKETST STANDARD EaENTaa COPOLYMER POLYPROPYLENE PLASTIC is STRENGTH RAM-NECK.OR o _ aa•CONE '�ilullill SANITARY STANDARD MANHOLE FLAT TOP SB'PA. SUCH AS KENT-SE i0O.FEDERAL. M- IK. R A WAPPROVE p. J REINFORCEMENT CONNECTIONS TO MANHOLE SHALL F WATERTON,. e , 1/2•GRADE OG REINFORCEMENT j/ 4 5.PIPE TIONS F 24ORGREATER HALL REWIRE A m ;� 4-3,4' 1 MANH#5 BAR AROUND OUTSIDE OF OPENING 6. PIPE,,, , NNNECT°.OF FOUR OR MORE MAINLINES SHALL IAN..STEPS SEE MB DIAGONALS BOTH SIDES OF OPENING (/irii��iiiiiii��/iiii C D CHANNEL DETAIL. �D PIANNEL DETAIL � STD ORAMNC N0.lOJ 13 CC ---I �� #6 6"O.C.BOTH WAYS / / OE A MINIMUM R I'i'OF INTACT UTS(UNDISTURBED) MANHOLE SECTION - �/ OLE WALL BEPAEEw PIPE BREAKOUTS As MEASURED /(VARIABLE I'-4') ���%„ MANHOLE INSOE FACE OF THE MANHOLE. T J.Asn FOR 22 I B. PIPE SHALL BE z"MINIMUM AND M --, SAFETY STEP ••••m• 25 4B°'MAXIMUM CLEAR OF PIPE WALL. I ,I PLASTIC FOR SANITARY CONINIS DETAIL URI.TO ON AN0 00 ORRR 5 ORM OF M. m e-B-5/B' ��1 I 21" II yr h 5'uMMIU4 11 (.°�'s e.li 6 CONNECTION. CONNECTION MANHOLEFFRAME�AND 1. I 0 sD CORER AREA BE USED IN ALL EASEMENT AND OFF � " 25 ' m _ROMP. dB 3/4'GALVANIZED BAR , �i'// 3 a INIMUMIrLEDGE MATERIALS: % •"� % M. o 14 1'/fL.Sl00I'OTTP. pjpEMITOM OlE6 GALVANIZED: f �.�'.>1 12 0 / Q •� SECTION #6(3/4"DIA.)GALVANIZED DEFORMED REINFORCING BAR. 4�'.'I 31 lif - !eN��� REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. !' b.'.C_•' I I 24 t/2' I Q ch II GALVANIZED CONFORMING MATH ASTM A-123. f ::L-1 =1011.111M0/1111.1111M PLASNC: LLI SMWIII �� �1D /2"E - ----�.y NOTES: Isa 3/4 VERTICAL HEIGHT W PTFE _ ._ WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE \ 1. SUBURBAN TWE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS N �`-f.�`,l^T...r•O�/• ,3�•` WITH SERRATED SURFACES. `4 FM G 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-46 CLASS 30. tY YNMUY Y.•-0'CITMPACTED ,er;'>Y°YAM�- 3. COVER AND FRAME TO BE MACHINED TOA TRUE BEARING ALL AROUND. BASE MATERIAL "' �- GALVANIZED STEP 4. NOTCH LID FOR LIfnNG HOOK. J L .�' SUBURBAN AND STANDARD 1- FLAT TOP MANHOLE C1eanVVaherServices STANDARD MANHOLE geanVlFalerServices MANHOLE STEP G1eanWa�r�`Services MANHOLE FRAME AND COVER geanWalerServices Z o • DRAWING NO.050 REVISED 02-03 Our eamltmmt is elan. REVISED 02-03 0•r mmvitmmM elm. Our eemdtmmt is elm. DRAWING NO.010 ! DRAWING NO. 700 REVISED 02-03 DRAWING NO.110 SANITARY REVISED 12-06 Oar eommitmm is elm. 0 LO I Cr) /_^' d I (j NOTES: oil ws SHALL PLAN OF a AF'SR 5 g. PROPER Y UN EOR AN°M0HOLABLE SID. E un Nr m 1"FIAT FACE LETTERING _ I o 0SoUTLET PIPE NOT To EXCEED / �M- Q do :9,- (RECESSED (RECESSED FLUSH), 't• ' 04000E TET FLOW '.7GF' ,5, \ Y41?D W\ ...." INLET _ 11I 1�OUTLET 4• OEVICE�TS SHALL HAVE ROW CONTROL �" ; 6� Q' '_' N \ � ' ' /" E%GEEIx DG Tie'AR°D IIIIIIIMIIIIIIIIIMIIM & \ M R SPECIFIED TO ,AGF G _.4, AJ. \ SECURE PLUG w BACKHu I O I� N CC ?� SUMP VOLUME AVAILABLE \SrcB TAGAINSTVENT PLUG BLOWOFF uj 'G t•c� JMINIMUM MAXIMUM `(� J •\ (t7,'-. 1 [ ® H. 04.8 cF iW&3 CF ■ SEwER MAN N �/ 2P W i• I W AR.. ® PLAN H 115.4 F t9zJ a NOTES:NEW CONswucn0N ALL SIDE SEWER AND ODE STORM PIPELINE �( 6 04 Li r,e4• O 4 I P ® It PROVIDE SPECIAL DETAIL FOR VOLUME a PND 10 MATS SHALL BE WIN FACTORYCC • CONNECTIONS TO FITTINGS UNLESS OTHERmsF APPROVED. ( ', • �I _ REQUIREMENTS EXCEEDING 192 OF MATERIAL SHA LASE ONE E"ME FOLLOMMG HESE DRAWS ARE'THE PROPERTY OR \ O 0. L ® N SUMP VOLUME REQUIREMENTS PIPE PVC A GB 2xa VEST..CONSULTANTS (WgµAND CO OPE \IG-1J/V4'4.74,1 9// • 4,1\ 20 CF/1.0 CFS OF INFLOW ORC.M ONLY IRON CLASS-SOIIANNARE mTFI(�T REPRODUCED THE WIEN Y PICKHOLE \�TOU✓/ l s6 s CF MINIMUM A 2000 MVC AS 49 T 1 PmM s50.M a Aa ' •(18)3/4" ._ REQUIRED PVC e /4252 HOLES AS SHOWN S.MINIMUM 4 WATERTIGHT CAP F CPP M SHALL BY coENNG TOaR CODED: 1 I OUTLET PLAN VIEW COVER BACK REMOVABLE wAre .4.--_4-,44.....- _ 3. -GREEN FOR SANITARY SIDE SEVERS WH IE FOR STORM E SDE CODNES MIN ED: FLOW CONTROL PLASTIC OR P 'r 24 3/4"DIA.--- � _- OR APPROVEDEQUAL.ow PI 12 HOGNT HElcnr: TorAL LEuclx OF zxs 0004 6 am NE, .-21.-..2.:E... Irk' l °DnE. 4 ;°.RKINGS TO FACE STREET D�D ET D PLANS wREA E TAPE ° - - MAN 4 r//�. rr _ DwN .� ,�I ,� (IIS _ / , 1I'�.> i SECTION B-B .il )0R@t SAN ART)ACE / b .. m_fL, _.1 I-,.. } , B GROUND �' (WHIIESTORM) LABEL MAGNETIC TAPE WITH BLACK LETTERING FLOw NG i�. ? i/S III F - VARIABLEDEPTH 14.1 PLACE 18'ABOVE TOP 0 PPERAND AGAINST 2x4 % Z• FA. > 1/2"SO 1___.___.__-�' .Te M _■ sT¢L aA«D e� v � FPICKHOLE DETAIL ° L,>'r-22 1/2"DIA._ rAPFrrrw rtwvww � PLUG W SECTION VIEW n n�sT:I :::�BOLT. �11�t 1a111��� m OLE D EHE 0 BE DETERMINED ilt h B• 1 4 2 NUMBER MP VOLUME D SIZE of i�55 s ���II.. • BIL, OUTLETS. R�/ •. 4NPIPE 9020OPE � MATERIALIn55PEOFlEO .G,...../0. ,.••QUI`;.. F 0.020 ORT E mM `�N,,� BODIUGGRRANL,c SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS. CLAMP DETAIL DDE ELEVATION OL N.T.S. o m STORM WATER WATER QUALITY SIDE SEWER / SIDE STORM Z 1- MANHOLE LID C1eanWater Services MANHOLE (MECHANICAL) C1eanWater Services ID PIPELINE q�1�'�r Services SHEET _ DRAWING NG. 120 PF'+ISTD Iz-.I6 our commi.eat is elm. DRAWING NO.240 RENSFD 1Z-OB Our eommilmeut i.Clear. RENSEA 12-06 •°r commum.m i.clear. CO DRAWING NO.520 A7OJ1 ON JOB NO./' 2312-018 A • M H mo a I ONE T10 RECESSED SEVEN N0.3 BARS 6 SEE STANDARD DRAINING N0.320 FOR _ Rx. � N0.5 0.3 A AREA AT 5 0.C. FRAME AND COVER. ASN uu OAR BARS •. A ..PFR.,,E, CURB BT—.-I ♦ d • Es A • �IIIIIIII A } A z• F .....i.1.Lb:1.1.x.1.F.i.1.�.1.1.1.A■ ., 1 SII " ;f AA K ARE 0, s v�° ,,, 5/z" T _ W w 1111111111111111111111111111111111111111r•. ; L' r P x 'a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1.-._ 21' a< IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! r ° °`° "'aAR �'' I'"'-- SECTION A—A am ' ' .nuuuunm. .nEnnnn.nnt. ' . .�,- I ill ;; ♦ cwiaw oN 2 qNI a z. s µ e .4 r..gi,' I ifs A ..----F--..- ] S-L 3.ON B.) SECTION SECTION A—A 3/4"IODE a �5� A'� PLAN VIEW RECF cuRe wLr:rs 1 P \,_• 0 0 PLAN CONCRETERNSTAALLLLEEDD IN PLAN VIEW PLAN W ZO W OU�a ACCORDANCE 310 VARIES TO FEE SRAME AIWIVD COVE 320 6 CURB DRAWING N0.310 r - LGL f.R E B .--_N.N., U ti .Vi:C CURB TYPE R. TOP OF N a MATCH SEE �PAVEMENi iuF .0 "VCE o TOM-'A.,�J �V TcK ,2 — C7 dy '��_ MirB 3/0 x/a'/NR LFLAT ARP z W 0. F ,,/E" No 5 BAR —_ i—r.— T I.\!/1.191MIiN1 191M1191.191/: A _F___ „� P o D B NN ! I IIIIh1111lV LAMENT ,! Ig '6,1 _ � � OL, l ilifihi ? l!sti — li PWRFU INlis ° T111 :6RDNFGAC ENFOR PRECASTsN II N N N l..,, al /1 OF SURFACE AREA - -Ij-- �� - ! III 1 ✓ / r PERSPTCT VE VIEW SHOWING I�I.I�I��I.IIII I.I.I.I.I/I.I�I \ �Q "''t/a' SECTION A—A SECTION B—B FRONT VIEW / TYPICAL BOTH z DEPRESSED GUTTER AT CURB INLET 1- / B 0 CL' BAR DETNI °¢STCH BsSMp HALL BE CONSTRUCTED N ACCORDANCE MIH AS.O-478. BARS°r FLAT” PLANOTHER BARS AND 2. WHEN DISTANCE FROM TOP OF ORATE TO FLOW LINE OF PPE s NOTE, oD D GREATER THAN H6.6E STANDARDe c E E P e EE.AND BE T. 6H GTO 'ne' °R BAR SECTION B—B Q DRAWING NO.100.SET FIRST f,'v 4. INSTALL ON CAST CATCH OF BASH SHALL BE PERM MEETING ASTM A 615 GRADE 60 OR WITI➢FU WIRE PACTED BASE MAIER, sO C - E HB 0, SECTION A-A - NIL MEETING AS.o wA-49PLACE CONCRETE HAL HAW A 28 DAV D A SLUMP OF z•TO ELACE CONCRETE E a c -IRE o Q % "/r HOOK BAR 6 POURED REQ PIPE EO N WOW THROUGHLARPucnnONs AS APPRO.).ALL OTHER APPLICATIONS REDIMRE AN ie SUMP sl on 2 oSC. c F o Toa- OS c o,_tic zVOLs R TE r,AN NOTE: P • DETAIL T. FULL CUR REQURED CANNOT BE LOCATED N SIDEWALK RAMPS OR RAMP WINGS. ' F C.J 0 00 E R P 12 RC C- F AND H FRAME ANO GRAZE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 0¢0 LIS O.N.O. V ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICARONS. Ll.l E. INS.AT R i ON f'. N y' 0 C:ED 3 S -R".L. MUT ..L '+.FR RISS,.JR��v...FAL,TO AVOID CONEL S W GUTTER & CURB e TE CATCH BASIN La GUTTER & CURB INLET CATCH INLET CATCH BASIN BASIN (CG-2) REINFORCEMENT CleanWater Services DRAWING NO. 300 (CG-2) REVISED 12.06 aeanWateServices Services Ga"`mm'w`<tuelem. INLET CATCH BASIN (CC-30) FRAME AND GRATE (CG-2) C1eanWa�r ,,.... es I RE',ED 12-06 *or tom i.elect V R`V'S.12-06 aor eommitmeot is clee.. commitment DRAWING NO 310 CleanWater Services DRAWING NO. 320 _ Q URn WING N0. 230 ou,commitment i.d<nr. LLI0 ill r (I) As required in 10;4'W Off typical sections 1�Iv1�r No tot Street Street of construction OUTSIDE OF WITHIN L7 i*..52.___Tiwrt o ..RW1 f plans PAVEMENT PAVEMENT • IS WE Area I 41210 1' T-cut (see /eaNe. Surfacing � ��/note 1) 1Na,,,......,_... ) Topsoil or as f 18"CAST IRON 910 BOX directed Bose Material PROVIDE 24"BY yT --',',....711 :41%. - -, 4"THICK CONCRETE /% Q- S 26 '$% aa,..,ma. AO O y is U_ PAD(SEE NOTE 4) - 4., �p o O io' HAND TAMP BACKFILL N¢f pa uAROUND TOP SECTION �' F'6"MIN. a1� 1 2"MAX. y�T "ptRlAfmxFN"RmM \ U n o1��� %��PVYOAI , 1 "1 8� wI x xTl. �� w sE6"ASTM 3034 PVC 444..1_ '°' N .fi e _SII 7 UV 615 t/t IS fsl,Ont I ;`i'.� A 6� L (SEE DETAIL NO.WT EXTENSION RAR[ EDT TO CONSULTANTS INC. IN EE)(S D not NA'4'.1 CUE >e.ww � - E fili.ata x.I. ` a C O a� o O. ) ABOSON EXCEPT MN THE xaTrex PERMISSION OE WO n c c8 v _.yw m,R`m` 1 N N 'O, ~ — wm a�U P...l 4 a'; m _ U "...NA,: 0 6" Min bedding ILII ILII ism a.rt p. .v rN below outside of MIN • MIN a'I; ;I'r ,,,, II n• j er4 pipe bell 3/4" - 0" 0 ' ��! a crushed aggregate 3 V VCS! NOTES: I� O0\;��/0/Y e L ""� 1)VALVE BOX NOT TO REST Z _ . f2' MIn Tren Ch \ T\\_-j�\\ .. "�v ON OPERATING ASSEMBLY. ill-'We-r-1 ��:,._��^- O���,-� foundation o .�.._._ stabilization 2)OPERATOR EXTENSION I—w i I—W P -IMC SET INTO 0000 f required REQUIRED REN VALVE NUT S DEEPER THAN 3 FEET O 24" U MO MOT:COMM. FROM FINISHED GRADE. DETML CF MOLLIRRO ON SLEEVE CETML DF.CAP IMM.SLEEVE 3. 3110E SCUM INTO REEVE PFTOR CONCRETE WAS 3)CENTER VALVE BOX ON to HAMMED. 9E SURE TO NAVE MICE TAB 310E NorE: o IWO[OLAND BASE PWE SLOT FOR LOCUNG AXIS OF OPER.NUT. _ 3. FOR USE OE CAP. Tq£N BO UpB IS REMARD. 1. 1'T-CUT FOR PIPE ONLY PROJECTS. PROVIDE — MOffS 2. JOINTS TO BE TACK AND SANDED. 4)CONCRETE PAD OAROUND UARE YVALVE ICK 24"------1 5 PIKE CW RIO REEVE. iRrif[N O.B!USING I.)Sir ONUS COVED W/ZINC RICH EPDXY 1NEN I/2•X E.MVO NEC BOLT. TNS MAL BN •Rw ' 3. SAWCUT SHALL BE TACK COATED 0400 BITOMINUS ASPHALT EMULSION. BOX OUTSIDE OF PAVED AREAS CV FROM N/POLYESTER PONDER MANG COMPRESS THE RUBBER WASHERS NIDSS AND eoaM Ra.m AM v x.. AS SHOWN IN CONCRETE PAD DETAtL CONCRETE PAD L)LOOM DEVICE FRONDED BY OWER MOO ME PAMI R TO ED SNUG ID REEVE. 7 I o-ma maim gm wTmnT _ 0 I I 5-120-22.2116. .'R RIM MOA 9m[ '''"` NONE .`' BOLLARD NONE m`" BOLLARD �m�STONE.PE. NDS E x0 SCALE N F �� DEE—'./n/w �� ex.....+WminTRENCH 0...... TR K1EE'P.E. TYPICAL GATE DWG No o a 0 JANUARY 2013BACKflLL AR.m1, VALVE J Du Mor, inc. CAW TESL:0 16/. B ""A° 400-36/S-1SL Du Mor, inc. arr wows, aT`%/./v, BLF 2 1 400-36/S-ISL '"MEM a:nrSN WI .,:W mW 180 503 z E. P.O.Rai IA MINIMat .PA E SR-Mt2 Rv er cs PA,Box 142 f ulme,PA 070:9-0142 Imp..:06 ° .�Imo,a,,.,M, N..'.I.0. w p Q SHEET C702 JOB NO. 2312-018 §t R ii mm S. II --zcT- AS SIDEWALK ADJACENT TO CURB B'-0"PUE- II _j SIDEWALK w id 13" BP 41N VG ICEhVALK U ::AS R..N'i10 n�MINr6 M/Y DC/ GF' C7a It I le "�w+�' \\•\�\�\\\v\\�\-'�' F un r APO FA1.10 LLzF ver,v.vl..li��r/prrl \' \\\'n f � W\�\rrpi�`rr ,12"\x20"ROTOCAST METER BOX. a \\// //\\'I��/�I\\ 'x/'Z\\\ _ _ Ix rvael 1 _ n DAYS. I W//.430' MIN SERVICE LINE DEPTH �%: 14 Mrw/tz"xzo"covER w/s-1/z"xn" 3 : 1/_�/,a'eRAm���p �_:••••�,'.� F- h / CAST IRON INSERT WITH NOTOUCH P GAPER(MOIST)\//�// ��\j/j\\j\\%/ aCHAIN Ilm HA., {K< OR INSERT NOOHINGED INSERTS LE IN THE TOP - -- 6"DU TIL IRON PIPE " a = @UNE ' .1>E •`LI y z ' � / RE TRAIN ALL JOINTS w/ SIDEWALK ADJACENT TO CURB E:1 11 'FIELD LOK OR EQunL GASKETS - ? I z • Wa ��;:��lu1r=:I. �al[��ylI■E� TO IRR1cnTION �/y:�111 II �� iv z -� '�,�'LI'n cENITR 3xn ,S OP rE�('4 • Egg 1:4 8'-0' PUE ;:i ��I a /\\ `. v 6' GAT= J V` \ _ eno, nuc OR .. LINE .,r ,,,c D...LC.,E e,.cE PULL os, rV,1.F.T •' //\,*,:\�\.// 6'MERALUG RE TAINER / c r\\' \\�� C CORK, cs T'N �+y z P.:40 11 a TO RESIDENCE --- CONCRETE PER - C W I��11.r N0 EBAA IRON ° M J Eolco BLOCK z o rTT T II" g QI s_ I Ned PLAN SIDEWALK WITH PLANTER T \; 30"MIN SERVICE LINE DEPTH F..,. E rx .. 12"x20"ROTOCAST METER BOX, G I S y ' vr,AND CORNER POST,.t'ATE w/12"x20"COVER W/5-1/2"x11" STRIP AT CURB I � �' -- CAST IRON INSERT WITH NO METER BOX VALVE SSEMB ®V i I. A N r, _ANCE C) I'v. 1 Y `\ 'S �' �� w a.�.F �� TOUCH READ HOLE IN THE TOP VALVE ASSEMBLY ` EMAI.,( (Tl I< b1 i,II O: OR INSERT.NO HINGED INSERTS \\\\ BREAK N�+ it lldl_,,,,,..,1_,,,,,;1,,,,,4111,7141 I\ Max. 4 _ SIDEWALK WITH PLANTER STRIP AT CURB �j } �\��/ i/\`iii. 1 e -/;I A p ,� 12"-1e" NOTFH VQ.*. jA �/0 .EQUAL MJ,•• ■► .._? 9 3 x r. I V / 1_, 1, MVO 3 TSPO TO BE MUELLER CENTURION, OPERATION APP'DTNAL)6"MJ,5 1/4 ' - ,,"` r -_-_ SEoL-- NTE& CUSTOMER SIDE I �C�I . 6" MA. 3OIL RESERVOIR ;1 1/2"PENTAGON OPERATION NUT,OPEN LEFT WITH THE FOLLOWING: l -,,,,-.1:. ` "N vvYv .w "vW`•v Aµ^ -, 1.SURVEYOR TO INSTALL TEMPORARY HUB AND GUARD STAKE AT LOT LINE FOR ,.1 .x,�l��/."%1� i4� O B. BRONZE ACTUATION NUT - SWING) I METER INSTALLATION. I ' %///4 1"UNION EACH SIDE -/ 1t� C. BRONZE SEAT RING 1i°0 2.BOXES SET IN CONCRETE SHALL BE g_1p^ •�jx• .V2,•�. NOT TO EXCEED D. WEATHER SHIELD GAP � me�'p NEXT SIZE LARGER. I, At SEE PLUMBING CODE `• 24"DEPTH E. SAFETY SLEEVE COUPLING sslo 't 3.CENTER OF METER BOX TO BE OFFSET FOR DEPTH OF /// F. THREADED NOZZLES WITH"0"RINGS "7 </ O 1'FROM PROPERtt LINE. l ' COVER CRUSHED ROCK BASE) ELEVATION Y■...ii G. NATIONAL STANDARD THREADS • "' Y it a 2 0. BANKEDMETERS TH SHARED RVI . ETE 5 W7 SERVICE � x�4 2. SAFETYCHAINS TO DE REMOVED. B • S x )tFyytt �� I� LINE TRENCH SHALL HAVE 18'MINIMUMi INSTALLATION SHOWN IS ONLY A SUGGESTION. 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED ;.q OF 11 2 0 ' � ' Q DISTANCE BETWEEN TAP INSTALLATIONS. 4"MIN BY DISTRICT FIRE MARSHALL. Q 5.IF WATER METER IS LOCATED INA 3/4"-0 METER 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. •11 s,'wr '' ,,.rvrr SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. ° %t rsfcncn '��I 5. NO OBSTRUCTIONS WITHIN 3'0"RADIUS OF HYDRANT. „fA g (Io.SVO,rvslE l,A� '� ARMORCAST 17'x30"X12"RPM 20K WIl}i MUELLER i"824258N(THIS IS 2. BRASS,STAINLESS,OR PLASTIC PLUGS TO BE INSTALLED IN TEST 6. IF SUBJECT TO VEHICLE DAMAGED,PROTECTIVE POST TO BE PROVIDED. - " _ A ONE PIECE 17"X30 RPM 20K COVER AN ALL 1"300 PSI BALL COCKS IF BELOW GROUND INSTALLATION. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO.503 OR AS APPROVED Ii ROUND secs x Hz a°uxo s111 - OR EQUIVALENT.IF TWO METERS ARE VALVE NO LEAD ANGLE STOP) BY ENGINEER. f5' ,,, ""`^ I0 BANKED IN SIDEWALK AREA THEN OR EQUAL 0I DISTANCE BETWEEN ANGLE STOPS WILL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, B. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS I1 F BE 24". 1"TYPE"K"SOFT COPPER TUBING AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 9. INSTALL A STORZ HPHA50-45TH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) -SEAMLESS FOR INSTALLATION. ON THE 4 1/2"PORT. W F NO SGLE Z La LORI FA"'"P.E. NO xAEE a '"E "`'P.E. IRRIGATION DOUBLE DOD No ■_°11.14:": . " FIRE HYDRANT X . PA TM ... ". t" WATER SERVICE 520 miss,1,11.711,,en „„.„.l».,.0r ". CHECK ASSEMBLY 531 ,,,,",,,,,,,,,, ALM.201 ASSEMBLY 542 a MAY 2010 ®® r Q • H 3 0 to _O (n- 0 to st- ' IBM ■ - '-yj 18"CAST IRON 910 BOXES i"TANK VENT T0" MSA VENT CAP III( l W ���P FINISHED GRADE 4"MAX BROOKS 37 METER BOX en N��� PLUGGED CROSS r (2)BOTTOMS REQUIRE MPAMW" "tiii�U/. �����' STREE ELL PLUGGED TEE BEND PLUG OR CAP f 2"BRASS PLUG1"UNION 12"MIN 1" co {/ ,r• 1 1 (TYPSE GATE VALVE I HAND TIGHT 1"ON RLVE 18"MAX ▪ cYn O I L+"`- !���p 1LB`-1i (SEE DETAIL NO.503) 2"ADAPTER COPPER (COMBINATION AIR&VACUUM) ti Z I SWEAT TO FIPT I 4e Q- o E111 S a w . (TYaIcnP)R TUBING j����/i�\� ii/%\//i`��_�� �\i Vii'- E � �"� x o r�1' •iii i\\i �\\����// ��:d'�!, <.,'\�j�`� q y" 0,./. 2' o � LII,,,,u,,, i�{�/i•/moi���� yip�� "d� �� � �� r LATERAL PLUGGED CROSS TEE Ei I IC ��/\/���j ��/ �/T �P w f �� I 2"ELL COPPER �'`.,\`��? /\\ \.._ � � eF.� =Ir r\/\/\ /moi\7n ..._ ♦ • • SLIP ,‘!,‘z,\;\ �%/. CE CONCRETE'THRUST BLOCK SCHFDI11F \\%'/A! �p'�\r; y\\jJj\'�rr'ir0 1"x 3"BRASS NIPPLE 1"90' ELL \r\r r \\'� 2"ADAPTER COPPER P. ■ (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) SWEAT TO MIPTS IF THESE!MIL LESE DRA .ARE THE EN FITTING 9013END,TEE,OR 45' 22 1/2' 11 1/4' TYPICAL: CONCRETE PIER BLOCK !_� WESTLAKE CONSULTANTS MC.REPRODUCED IN p AND SIZE(INCHES) PLUGGED CROSS BEND BEND BEND MECHANICAL FIELD RESTRAINT ���� 1"BRASS 90'ELL IBMIN 109 WM THE WHEN x REQUIRED 2"TAPPED I.e. OFIC 4 01.9 01.3 -- -- MON JOINT PLUG OR 1"COPPER TUBING 1"x 6"BRASS NIPPLE 6 04.0 02.1 01.3 -- NOEL M.J.CAP WITH MEGALUG 8 O7.t 03.9 02.0 01.3 THREADED BRASS PIPING RETAINER GLAND 1"BRASS COUPLING MAY BE USED IN PLACE OF o 12 16.0 08,8 04.5 02.3 COPPER TUBING 1px� 1"CURB STOP m • 16 28.4 155 08.0 04.0 PERMANENT 24 64.0 34.9 18.1 09.1 �1"OFF CORP 90'ELL am `' STREET PLUG OR O 1"CORPORATION STOP 18"x 12"x 2"CONCRETE PAD o ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN EDGE OF PAVEMENT ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO PHASE BREAK x COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING MU GATE VALVE ' STESSES,USE THE FOLLOWING EQUATION AND VALVE BOX I 1'_0" NOTES, COMPLETE BEARING AREAS= (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)X(TABLE VALUE) REQUIRED 1. FOR 12"AND SMALLER WATER MAINS L41ESL ..._ 1�.�:.•�R/;•\� Z 1.CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER _:'IA 2. VENT PIPING TO BE GALV. F 2.STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO.561 �. / a 3.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. �" "` ��\l 3. SLOPE COPPER TUBING FROM 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES, UNDISTURBED EARTH MAIN UP TO AIR VALVE 1%MIN. N 5.THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS:e.9.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 4. LOCATE AS NEEDED OR REQUIRED 0 6.IF NOT SHOWN ON PLANS,REQUIRED BEARING AREAS AT FITTING SHALL BE A5 INDICATED ABOVE. MECHANICAL FIELD ADJUST IF NECESSARY,TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING RESTRAINT REQUIRED 5. CONTACT CITY WATER DEPARTMENT FOR ACCEPTABLE DEVICES. STRESS(ES)STATED IN THE SPECIAL PROVISIONS. 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIOENCE OVER 0 BE DETERMINEN 6. PROVIDED&INSTALLED BY CONTRACTOR. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF N THRUST BLOCKS ARE IN SQUARE FEET. IN THE FIELDRMIO TEMPORARY THEODORE o,,,�,'P.E. STANDARD THRUST D.D.NO. THEODORE SP.E.�q� Z• STANDARD DeNo. _ THEODORE' EE'PE. ,,"„. 1' COMBINATION o Oo MaTBLOCK SBO _ BLOWOFF 570 WTil AIR dVACUUM VALVE 590 J I^ .,„ wn a.,m .. PwM "h wo I- Z I- SHEET _ C703 JOB NO. 2312-018 § PIBUC STREET LIGHTING OPTION'A'NOTES 1.LIGHT POLE SHALL BE 30-FOOT DIRECT BURIED,25-FOOT MOUNTING HEIGHT, 7- CITY OF TIGARD LIGHT POLE LOCATION TABLE NUMERIC SUMMARY TWO-PIECE BRONZE,FIBERGLASS IJGHT POLE POLE NUMBER MH WATTS LUMENS ARM ARRANGEMENT STREET POLE TYPEE PGE APPROVED LIGHT POLES ARE: 1 25 FT 47 4839 6 SINGLE 115TH AVENUE MIER POLEPROJECT: MISSION MEADOWS o SHAKESPEARE BHT3099S28L9901 2 25 FT 35 3629 6 SINGLE 115TH AVENUE FIBERGLASS LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN '5 v.a AO DST30GSCMT FFN100-S1-HHS-PC-NP-18-22 3 25 FT 35 3629 6 SINGLE NEW ROAD FIBERGLASS W 4 25 FT 35 3629 6 SINGLE NEW ROAD FIBERGLASS 115TH AVENUE ILLUMINANCE FC 0.48 1.30 0.10 4.80 a 0,11 a SHAKESPPGE ROVED STUBS ARE: EARE BHS3099N38L9901 \L. 5 25 FT 35 3629 6 SINGLE NEW ROAD FIBERGLASS / U 0 o Q o 0 CMT 25-STUB-UP INTERSECTION ILLUMINANCE FC 0.97 1.60 0.50 1.94 L-' .-N z ACI DS6STUB-30 �\ U IU Q `O V NEW ROAD ILLUMINANCE FC 0.52 1.00 0.10 5.20 S 2 o 0 2.JUNCTION BOXES SHALL BE PGE APPROVED SPUCE BOXES. W M'� z.�'E- KE E- PGE APPROVED JUNCTION BOXES ARE: , 2 2w F, NENSASIS FCA132418T-00043 ,vi"p" ^C QUAZIIE A4213418A017 G o ca ARMORCAST A6001946TAX18-PGE -HIGHUNE CHA132418HE1 'ELECTRIC'OR'POWER'SHALL BE IN THE LID MAKING AREA 14744 SIDEWALK BARRICADE ,LO 27 1513408 //-- �AXLOT 2200 3. LUMINAINES SHALL BE PGE APPROVED 47 WATT LED,240V,MAST-ARM MOUNTED,GRAY (SEE SHEET 0301) TAXLOT 230L�ND IC 5/8 W/Y 15 35WLEOTEK�P GC120F�-MV-NW-2-DB-530-ML-P(E COBRAHEAD FLAT LENS FIXTURE MTH A NORMAL MFR FACTOR REACTOR BALLAST,KITH j.E RECEPTACLE o.` -_--- - _ "AKS ENG. TAXLTAISTLOCK x PGE !' I .,ND� P 3/4' - -- -- --� -- -- - /�Ct 47W LEOTEK GCI-20E-MV-NW-2-DB-700-ML.-PGE 1 / s�! I 4.THE PHOTOELECTIBC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE 11MSILOCK, � ` I I FAA-ON,ELECTRONIC,105-300 VAC,60 HZ,PER ANS 13600,BRONZE HOUSING,1.5 LUMEN - .� LP TURN-ON,RATED 1000W TUNGSTEN(1800 VA BALLAST)1.5:1 TRIM-OFF/TURN-ON RATIO, .3 4 i I SOLID BRASS PLUG BLADES CONFORMABLY COATED CDS CEll.160 JOULE NOV,2-4 SEC. a. ° I I NRN-OFF DELAY. , ° b,a53 1 © I � I /, PGE APPROVED PHOTOELECTRIC CONTROLS ARE P - 1 SELC 8483 VI , G THE WRING FROM THE SPLICE BOX TO THE UJLONARE SHALL BE PGE APPROVED/IOAMG. I 0 600-VOLT,3-CONDUCTOR,CLASS B STANDING TYPE IC WITH 45-MIL SUNLIGHT RESISTANT ��e ' I' PVC JACKET,SUITABLE FOR DIRECT BARED APPLICATIONS. RATED 90C DRY AND 750 OCT. s ° b.s .o I ( q Q FOR 240-VOLT w lr PucATIONS T PCE WRING CONFIGURAnGN -- _ LP BUG(AND RED)(HOT) .o I ° I I. [ / _ Z GREEN(GROUND) -..9 1 0,t. `. 1 // �� 1b \\\ ©/' Q 6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM 70 P.G.E.SCHEDULE'95'OPTION — 'A'SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.O.E --.' a — — — _— — — —_ -- z h �\ C/] LR,II1 POLES AND STREET LIGHTS TO BE INSTALLED BY P.G.EI m X - _ _. o b z s 7.LIGHTING COtTRACIOt/1tt5TA1JER 6 SOLELY RESPONSBtE Fat INSTAL TION OF a ,o ,,5. ,:.,x, ek _ .. _.._ ..- , '��- '/ °.z s \,,^> \ I ' CORRECT MATERIAL BASED ON CURRENT PGE APPROVED MATERIAL LIST AND JURISDICTION FND - W / _ �\ _ - y n t.3 , \ ° \ SPECIFICATIONS STANDARDS.LIGHT POLE AND FlXNRE SUBMITTAL TO PROPER , If_ 66 � ��� s � 0.9 b.' d , • 1JURISacTIONRECOMMENDED. IT ii� ° h ANN��' , t °, b. o ° h b „ 11 ° . D°°e , , ° a W .D D , / 6_..1,1 _ _ n°D° s b.s b s 15.5 b s e b c ,d. b ,b a I/ I —� f ¢ b b•E ' 1 a o os°s° A = INSTALL LUMINAIRE POLE # WITH Ia. 1• a 0.6 b a i. 114 -I — _... c o - ° c, � o4br°.5 b�° .z b.z ----_ ©LED COBRAHEAD FIXTURE. ►, D b / N M1a ,° i. 1 b .. (X POLE ). F R 1/z �/ d L �� ' / H ',,t-:, 1 1 1. b 1 11 1 \ _ -yam.' 13 > o 5 I I --- 1t I. ba LP II, II \ I I 7 11 ° ° g7° IJz o I, l D -tr. � � - - I ;i _� w c -0 r - I b . I SI, I '-END IR 5/8' W/GPC Q „ A EXISTING ROW--' BOUNDARY LOCATERS" 1513400 T TA.XLOT 12600 1513400 'C L TAXLOT 12700 01 STREETLIGHTING DESIGN °' o °' Scale: 1"=25' I � � j I H A D A DWG.NO \ 1 EL1