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HomeMy WebLinkAboutTopping Corner ,., .,,, CONSTRUCTION PLANS FOR I z '' 1c.....„. m= TOPPING CORNER SUBDIVISION 4. o0 in • w cz `-"OARS OREGON ,-„ ,..„ z TAX MAP 1 S136AC, TAX LOTS 2200, 2400, & 2500 n F • LA.02 �., ��- I I I w�� J , SHEET INDEX — — J.— _ I _ _ I _ I ,, z 20 I Z x w�,cti COVER SHEET C100 OPEN SPACE --- O W *o SW MAPLELEAF-1 0 N TRACT B __ LOT 1 I 4 u`"a GENERAL NOTES I C101 LOT 12 -- I N� z �72� ___ LOT 11 LOT 2 I x W a�F:, ----- BWOAKST ----- _ ___ 1 GENERAL NOTES II C102 LOT 13 LOT 10 LOT 3 Z I SW PINE ST �` �� r GENERAL NOTES III C103 :UT:ct.): o }1. .i_ _1 n ( IlIIII J1200-CN COVER SHEET C200 I Q ' ' ^ ' ' ' ° , ^ i I IQ (, I O W EXISTING CONDINTIONS,PHASE I EROSION CONTROL AND DEMO PLAN C201 ! - I - I I '- I ~ I '- '- I ~ I ~ (� I N TE �'�° 0I0 0Iolo > oo � o o 0 0� I JJJJ I J I. J IWA LOCATION � ' 1 k ,�P +� GRADING AND PHASE II EROSION CONTROL PLAN C202 - IIIII I I I I I I lo� \ N I �3' I EROSION CONTROL DETAILS C203CO / N I PFAFRF ST W — — _ rn = A A8T EROSION CONTROL DETAILS c204 - - SW SPRUCE STREET — m o SITE PLAN C300 - - _ _ ���- SW BA SI - - o 11116. SIGNING ADN STRIPING PLAN C301 SIGNING AND STRIPING DETAILS C302 ~ W _ SIGNING AND STRIPING DETAILS C303 LOCATION MAP I II w N z � c VICINITY MAP COMPOSITE UTILITY PLAN C400 SCALE: 3"=60' �w �.i w SW SPRUCE STREET PLAN AND PROFILE C500 NOT TO SCALE CDV U 1 ' D Ce 11 P a SW SPRUCE STREET STORM PLANAND S O PROFILE C50 1 U PROPERTY OWNER BENCHMARK SURVEYOR N A K SW 72ND AVENUE PLAN AND PROFILE C502 STAFFORD DEVELOPMENT COMPANY, LLC THE BASIS OF ELEVATION FOR THIS WESTLAKE CONSULTANTS, INC. � n 8840 SW HOLLY LANE SURVEY WAS ESTABLISHED FROM CITY PACIFIC CORPORATE CENTER V tn SW 72ND AVENUE STORM PLAN AND PROFILE C503 WILSONVILLE, OR 97070 OF TIGARD GEODETIC CONTROL POINT 15115 S.W. SEQUOIA PARKWAY, UTILITY PROVIDERS & JURISDICTIONAL CONTACTS Z °� PHONE: (971) 206-8614 # GC_022-149. SUITE 150 TIGARD, OREGON 97224 to O PORTLAND GENERAL ELECTRIC ARBORIST PRIVATE STREET AND STORM PLAN AND PROFILE C504 CONTACT: LEVI LEAVASA ELEVATION: 266.00 NGVD 29 PHONE: (503) 684-0652 N. 2213 SW 153rd DRIVE MORGAN HOLEN & ASSOCIATES BEING A 2 1/2 " BRASS DISK, FAX: (503) 624-0157 CL_ BEAVERTON, OR 97006 3 MONROE PARKWAY, STE P220 STREET ADDRESS STAMPED "CITY OF TIGARD SURVEY CONTACT: GARY ANDERSON, PLS (503) 672-5466 LAKE OSWEGO, OR 97035 STROM DRAIN A AND"B"PLAN AND PROFILE C505 CONTROL" 0— CONTACT: TOD SHATTUCK (971) 409-9354 7303 SW SPRUCE STREET O CONTACT: MORGAN HOLEN STORM FACILITY PLAN AND PROFILE C510 TIGARD, OR 97224 APPLICANT PLANNING I _ NW NATURAL GAS 220 NW 2nd AVENUE FRONTIER STORM FACILITY DETAILS C511 PROPERTY DESCRIPTION STAFFORD DEVELOPMENT COMPANY LLC WESTLAKE CONSULTANTS, INC. PORTLAND, OR 97209 4155 SW CEDAR HILLS BLVD. 8840 SW HOLLY LANE PACIFIC CORPORATE CENTER (503) 226-4211 EXT. 4361 BEAVERTON, OR 97075 STORM FACILITY WALL PLAN AND PROFILE C520 TAX MAP AND LOT: WILSONVILLE, OR 97070 15115 S.W. SEQUOIA PARKWAY, CONTACT: RYAN TRUAIR (503) 641-2004 TAX MAP 1S136AC, PHONE: (971) 206-8614 SUITE 150 TIGARD, OREGON 97224 p PROF CONTACT: DAVID ANTHONY TAX LOT 2200, 2400, & 2500 CONTACT: LEVI LEAVASA PHONE: (503) 684-0652 .�C5 Sc CITY OF TIGARD CURB RETURN PLAN C550 FAX: (503) 624-0157 �c2 � OINfF,p c2y 13125 SW HALL BLVD., NORTHSTAR ELECTRICAL CONTRACTOR SITE PRE: CONTACT: KEN SANDBLAST, AICP 15759PE r TIGARD, OR 97223 19450 SW CIPOLE RD. #107 SANITARY SEWER AND WATER PLAN AND PROFILE C600 ENGINEER . 7lIiiZo (503) 639-4171 TUALATIN, OR 97062 1.54 ACRES WESTLAKE CONSULTANTS, INC. itOREGON a CONTACT: KHOI LE (503) 612-0840 SANITARY SEWER AND WATER PLAN AND PROFILE C601 PACIFIC CORPORATE CENTER GEOTECH m� v9N 19c`1 ,-- CONTACT: ADAM SUMINSKI ZONUVG DESIGNATION: TUALATIN VALLEY FIRE & RESCUE 15115 S.W. SEQUOIA PARKWAY, 'py 21, COMMAND & BUSINESS OPERATIONS CENTER TUALATIN VALLEY WATER DISTRICT DETAILS I C700 R12 WITH PD OVERLAY SUITE 150 TIGARD, OREGON 9722 GEOPACIFIC ENGINEERING �RD R. SM��� 11945 SW 70th AVENUE 1350 SW 170TH AVENUE 3,050 SF MIN LOT SIZE PHONE: (503) 684-0652 14835 SW 72ND AVE TIGARD, OR 97223 BEAVERTON, OR 97003 DETAIL II C701 FAX: (503) 624-0157 PORTLAND, OREGON 97224 RENEWS: 06/30/2022 PROPOSAL, PHONE: (503) 625-4455 o (503) 259-1504 (503) 848-3000 CONTACT: MARK ZEMAN, PE CONTACT: JIM IMBRIE, PE, CEG THESE DEAWNSULARE liE NPCR PERWESTLNCO AND o CONTACT: JOHN WOLFF CONTACT: SARAH ALTON 18 LOT RESIDENTIAL SUBDIVISION ARE NOT TO BE REPRODUCED W ANY DETAILS III C702 (SINGLE FAMILY DETACHED) M NEEMISSM EPPT WTM THE NRTIEN el DETAIL IV C703 w W} m Um ORS UTILITY STATEMENT o THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED LANDSCAPE PLAN SHEET INDEX cn IXm o TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON A SUBDIVISION OR OPEN SPACE-CONSTRUCTION AND DIMENSION PLAN AND DETAILS L-1 5 PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED OPEN SPACE &STORM WATER QUALITY POND IRRIGATION PLAN AND o WITHIN THE PROHIBITED AREA. DETAILS L-2 _� IMPERVIOUS AREAS OPEN SPACE-PLANTING PLAN AND DETAILS L-3 PUBLIC ROW 17,587 SF z o 18 PROPOSED LOTS 47,520 SF a ox ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES LIGHTING PLAN SHEET INDEX PRIVATE PROPERTY 3,750 SF 5 ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES TOTAL 68,857 SF Si w n ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. STREET LIGHTING PLAN EL1 _I o a YOU MAY OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. TOTAL AREA m Q (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION TOTAL GROUND 87,200 SF N a S CENTER IS (503) 232-1987). DISTURBANCE (2.00 AC) 1- o - I— z UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN ARE GRADING QUANTITIES o S PER FIELD MARKINGS AND RECORD DRAWINGS PROVIDED BY THE THIS RECORD DRAWING REFLECTS w m i NEAT LINE CUT 1270 CY In o o RESPECTIVE UTILITY AGENCIES. LOCATION OF NON-OBSERVABLE AND/OR AS-BUILT FIELD INFORMATION z Oa o Q UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE NEAT LINE FILL 1635 CY PROVIDED BY WESTLAKE CONSULTANTS, o N o NOT GUARANTEED TO BE COMPLETE OR ACCURATE. INC. THIS INFORMATION IS SHOWN FOR 5 N N 0 ® NET 365 CY (FILL) > Q ,`� RECORD INFORMATION ONLY. Lu 0 0 �' UTILITY VERIFICATION: CONTRACTOR SHALL POTHOLE TO VERIFY SHEET z o LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING RECORD DRAW I NG \ QKnow what's below. CONSTRUCTION AND SHALL PROVIDE WESTLAKE CONSULTANTS, INC. 6P5 C100 ON z Call before you dig. 72-HOURS NOTICE OF ANY POTENTIAL CONFLICTS. DRAWN BY: DATE:"�00 CHECKED BY: ?RS DATE:1/)) NO. O ,, v JOBCV Lt 2634-001 c5 w - 00 m a o. • w EXISTING LEGEND GENERAL CONDITIONS 0 w • FOUND MONUMENT AS NOTED SD UNDERGROUND STORM DRAIN LINE ,W FND 5/8" IR W/YPC MARKED W UNDERGROUND WATER LINE 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE W "L. MADDUX PLS 2430" TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK 22.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL rn (:4 G- UNDERGROUND GAS LINE TO BE DONE PURSUANT TO THIS PERMIT. LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE Fsi0., r A FND 5/8" IR W/YPC MARKED AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS x6 "RYDELL PLS 1473" X X FENCE AS NOTED 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR a cn zr4 Qs SANITARY SEWER MANHOLE EDGE OF PAVEMENT DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. E Z • tad STORM SEWER MANHOLE CONCRETE CURB 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S 23.A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON Cl)H Haw STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, r,a Ch o olliolo CURB INLET ' ' BUILDING FOOTPRINT LINE CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS Z ago AREA. LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. Z c4 a W ® STORM DITCH INLET I CONCRETE IDES 0 w Uto 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED 24.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, 4.1 c�U' ® AREA DRAIN j GRAVEL WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE C9 RA > STORM SEWER CULVERT END TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL ` Z c�c �, AC ASPHALT CONCRETE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE BE DONE AT THE PERMIT HOLDERS EXPENSE. A W a-,E. m WATER VALVE PROVIDERS. CONC. CONCRETE 25.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE WM WATER METER 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN I<I; FF FINISHED FLOOR PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER FIRE HYDRANT HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. ALONG WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, DWY DRIVEWAY THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE APPLICANTS ENGINEER -1-1 HOSE BIB GRAV. GRAVEL 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH O On ELECTRIC TRANSFORMER SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR ® GAS METER TYP. TYPICAL IS ESTABLISHED. RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT DOC. NO. DOCUMENT NUMBER 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. GAS FINK CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. d- SN SURVEY NUMBER 26.A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER N 0GAS LINE MARKER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND r 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF TR IP IRON PIPE 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. Cn ❑ TELEPHONE RISER IR IRON ROD M 0' El TELEPHONE VAULT 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 26.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, O W/YPC WITH YELLOW PLASTIC CAP P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) '� UTILITY POLE ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. 0 W/RPC WITH RED PLASTIC CAP 27.THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE i 0_' - ® UTILITY RISER 10.TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2" OF HOT PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CD N W/AL WITH ALUMINUM CAP MIX ASPHALT. CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT I W SIGN HOLDER'S EXPENSE. Me MAIL BOX ::; 11.MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED Z DECIDUOUS TREE W Z FOR. 28.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT LiJ W GUY ANCHOR TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE Q Y 12.THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE RESOLUTION AND OWNER SATISFACTION. O GATE POST o EVERGREEN TREE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. SS UNDERGROUND SANITARY SEWER LINE 29.EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT W W U 13.BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S SHALL BE AT THE PERMIT HOLDERS EXPENSE. PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A c Z (W,') PRECONSTRUCTION MEETING. 30.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF CD a ASPHALT HAVE BEEN PLACED. U) PROPOSED LEGEND 14.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED 31.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR BUILDING SETBACK a INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE M A a CONCRETE SIDEWALK CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT Z 7 UTILITY EASEMENT 15.A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. M _` CONCRETE SIDEWALK ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT STORM LINE TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN 32.THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE _. (BY HOMEOWNER) AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. STORM MANHOLE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE r'1 CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - L _ ASPHALT - FULL PERFORMANCE. EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. O STORM LATERAL STREET SECTION IIIIII CATCH BASIN 16.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. 33.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR I- PROPOSED CURB & GUTTER THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, 3 SANITARY SEWER LATERAL PROPOSED RIGHT-OF-WAY OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE -SC SS- SANITARY SEWER LINE - - AVAILABLE AT THE WORK AREA. PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. PROPOSED LOT LINE PROF S SANITARY MANHOLE - - 17.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY 34.BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE ,� FS PROPOSED SAWCUT LINE PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS �� NGINF�c \. o FIRE HYDRANT SIGN OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF �� 15 59PE� -W� WATER METER AND SERVICE LINE TO ACCOMPLISH CLEAN-UP. FINAL LIFT. 11)-0 • -W W W- WATER LINE 18.EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND 35.(PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY OREGON L'1 PROPOSED STREET TREES ( `L a MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF F 9N. 21 19°' s H. 552 PROPOSED CONTOUR - 1' INTERVAL ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. THE FACILITY. ����'D R, SM��� 550 PROPOSED CONTOUR - 5' INTERVAL 19.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; 36.(PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC RENEWS: 06/30/2022 SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. o FACILITY FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE THESE DRAWINGS ARE THE PROPERTY OF WESTLAKE CONSULTANTS INC.(WCI)AND PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS TWO (2) YEARS PERIOD, THE ARE NOT TO BE REPRODUCED IN ANY o 20.EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY PMANNER EXCEPT ERMISSION OF WCITH THE WRITTEN SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL Y ABBREVIATIONS WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION U) W} AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. m c=im AC ASPHALTIC CONCRETE PVC POLYVINYL CHLORIDE 21.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. BW FINISH GRADE - BOTTOM OF WALL PVI POINT OF VERTICAL INTERSECTION SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES REVISION 11/27/2017 o I- o CB CATCH BASIN RT RIGHT MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE In fro o_ DI DUCTILE IRON ROW RIGHT OF WAY RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ONSITE. NO CONSTRUCTION VEHICLES OR EQUIPMENT DWY DRIVEWAY APPROACH S= SLOPE WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE o ELEV. ELEVATION SD STORM DRAIN THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE CONSTRUCTION OF SITE EP EDGE OF PAVEMENT SDMH STORM DRAIN MANHOLE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION AND SHALL INCLUDE THE VEHICLES OF ALL GV GATE VALVE SS SANITARY SEWER SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. N m IE INVERT ELEVATION SSMH SANITARY SEWER MANHOLE p N LF LINEAR FOOT SW SIDEWALK < a~ z LT LEFT TC TOP OF CURB ? 0o MAX. MAXIMUM TL TAX LOT N w D MH MANHOLE TW FINISH GRADE- TOP OF WALL F o 0 MIN. MINIMUM TYP. TYPICAL 5 NTS NOT TO SCALE m o a I U- PC POINT OF CURVATURE PT POINT OF TANGENCY W J z 0 _ -- 5 THIS RECORD DRAWING REFLECTS u) 0 F m AS-BUILT FIELD INFORMATION o o Qo PROVIDED BY WESTLAKE CONSULTANTS, 0 0 I INC. THIS INFORMATION IS SHOWN FOR 5 a Q M RECORD INFORMATION ONLY. ) 0 z CO iX 0 RECORD DRAWING SHEET N ., DRAWN BY: 505 DATE:071V C1 1 \ z CHECKED BY: % DATE:'4I1)Zb JOB NO. N c 2634-001 N GRADING AND PAVING NOTES WATER LINES z °a 1. ALL STREET CONSTRUCTION, PAVING, AND GRADING SHALL BE IN CONFORMANCE WITH THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN 1. ALL WATER PIPING CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE 2018 TUALATIN VALLEY WATER 2. STANDARDS DATED JULY 15, 1998 AND THE CITY OF TIGARD CURRENT STREET STANDARD DETAILS. DISTRICT WATER SYSTEM AND DESIGN CONSTRUCTION STANDARDS, THE FOLLOWING NOTES ARE FOR Q" REFERENCE ONLY. THE CONTRACTOR SHALL COMPLY WITH ALL THE STANDARDS AND REQUIREMENTS IN o 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE THE TUALATIN VALLEY WATER DISTRICTS DESIGN AND CONSTRUCTION STANDARDS. ♦ ACTION, AT ANY TIME. 2. ALL PRIVATE DOMESTIC WATER PIPING SHALL BE INSTALLED BY A LICENSED PLUMBING CONTRACTOR 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK AND A LICENSED JOURNEYMAN PLUMBER. c5 Z 0 TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 3. ALL PUBLIC WATER LINE PIPE WITHIN PUBLIC RIGHT-OF-WAY SHALL BE CLASS 52, ZINC-COATED 4. GRADING AND EMBANKMENT SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL ENGINEERING REPORT DATED MAY 22, CEMENT MORTAR LINED DUCTILE IRON PIPE WRAPPED IN V-BIO POLYETHYLENE ENCASEMENT r, E 2016 PREPARED BY GEOPACIFIC ENGINEERING INC. CONFORMING TO ASTM 536, ANSI A 21.51 (AWWA C151), AND ANSI A 21-11 (AWWA C111) WITH MON F+-1 JOINTS. FITTING SHALL BE CLASS 250 CONFORMING TO ANSI A 21-4 (AWWA C-104) AND ANSI A xj a yt 5. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED 21-10 (C-110). ... - F.4 FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST AND 95 4. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36" OF COVER TO FINISH GRADE. E-' ♦ cZ PERCENT WITHIN 3' OF SUBGRADE. HI Z 5. ALL TEES, BENDS, AND ENDS OF WATER LINES SHALL BE RESTRAINED WITH AN APPROVED RESTRAINED C/DF Foy 6. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70 APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING JOINT SYSTEM (MEGALUG OR APPROVED EQUAL) IN ACCORDANCE WITH THE TUALATIN VALLEY WATER r, o SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND DISTRICT STANDARDS. THRUST BLOCKS TO BE INSTALLED WHERE INDICATED ON PLANS, AND ARE NOT W ,0 40 SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LAYING NONWOVEN FILTER FABRIC, TO BE POURED AGAINST ADJACENT UTILITIES. t.Z W o a '/2 EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1 - 3/4" DRAIN ROCK, 0 W 0 o AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL 6. ALL WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH TUALATIN VALLEY WATER DISTRICT Z c)U'Q BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A STANDARDS AND BE THOROUGHLY FLUSHED AND CHLORINATED. POTABLE WATER TESTS SHALL BE o0000 f.21 MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR APPROVED BY TUALATIN VALLEY WATER DISTRICT PRIOR TO ANY METERED SERVICE HOOK-UP. \ Z d is MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. ��" W a.. r: 7. PUBLIC WATER LINES SHALL BE PRESSURE TESTED PER TUALATIN VALLEY WATER DISTRICT STANDARDS 7. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK PRIOR TO FINAL ACCEPTANCE. TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 8. NO VALVES IN THE PUBLIC RIGHT-OF-WAY SHALL BE OPENED OR CLOSED EXCEPT BY TUALATIN VALLEY 8. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. WATER DISTRICT. Z 9. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER SEPARATION BETWEEN CI CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND SANITARY SEWER LINES AND WATER LINES AS REQUIRED BY THE DEPARTMENT OF ENVIRONMENTAL PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. QUALITY AND STATE DEPARTMENT OF HEALTH. - ' ^ 10. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 (J J FEET OF FILL. rt MISC. UTILITIES 11. EXCAVATOR MUST COMPLY WITH OAR 952-001-0010 THROUGH OAR 952-001-0090 (UTILITY PRE-NOTIFICATION, ETC.). Q 1. ELECTRICAL, TELEPHONE, GAS, AND T.V. SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE a) 12. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, UNLESS OTHERWISE SHOWN ON THE GRADING UTILITY COMPANY. CD PLAN. THE BOUNDARIES OF CLEARING LIMITS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE C BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION 2. UTILITY TRENCHES ARE TO BE DUG, UTILITY CONDUIT IS TO BE PLACED, UTILITY TRENCHES ARE TO BE BACKFILLED, OF CONSTRUCT I ON. VAULTS ARE TO BE INSTALLED AND TRANSFORMER PADS ARE TO BE POURED BY THE CONTRACTOR PER ELECTRICAL, TELEPHONE, GAS AND T.V. SERVICE PLANS AND STANDARD SPECIFICATIONS. Cr) CC CC = 13. WET WEATHER CONSTRUCTION: SEE GEOTECH REPORT. < �(n 1 a 14. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN, UNLESS OTHERWISE / P I-' NOTED. w W Z 15. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE ELEVATIONS, INCLUDING REPLACEMENT OF STRIPPINGS,UNLESS OTHERWISE NOTED. = L J Ce Q 16. ALL AREAS OF CONSTRUCTION ARE TO BE STRIPPED OF ALL TOPSOIL AND ORGANIC MATERIALS, AND REPLACED AFTER COMPLETION OF CDV La W Z STRUCTURAL GRADING AS DIRECTED. 17. THE REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION WITH THE SOILS ENGINEER. U E () N 18. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL TO ONE (I) VERTICAL UNLESS AUTHORIZED BY THE SOILS ENGINEER. C_D (n 19. CONTRACTOR TO HAVE SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO MEET THE CITY OF TIGARD REQUIREMENTS AT THE re)DEVELOPER'S EXPENSE. TESTS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY AND WRITTEN RESULTS SHALL BE PROVIDED TO BOTH Z M THE ENGINEER AND THE CITY OF TIGARD SHOULD COMPACTION REQUIREMENTS NOT BE MET, CONTRACTOR SHALL RE-COMPACT THE FILL -^ AND PAY ALL ADDITIONAL TESTING COSTS. I__L 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, VAULTS, ETC. THAT ARE AFFECTED BY I__1.._ CONSTRUCTION AND/OR FILL TO FINISH GRADE. STORM DRAIN INLET STRUCTURES STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO O THE STRUCTURE WITHOUT PONDING WATER. (- 21. ALL DIRT SPOILS FROM STREET, PUBLIC UTILITY, FOUNDATION, AND DRIVEWAY CONSTRUCTION SHALL BE DISPOSED OF, HANDLED, OR STORED OUTSIDE THE DRIP LINES OF THE REMAINING TREES. ALL WET WEATHER CONSTRUCTION MEASURES SHALL BE IMPLEMENTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS. 22. ASPHALT CONCRETE PAVEMENT MIX SHALL BE DESIGNED FROM A MIX FORMULA APPROVED BY THE CITY FOR MATERIAL USED. CONTRACTOR FT PROFF SHALL PROVIDE ENGINEER AND CITY WITH CERTIFICATE OF COMPLIANCE FROM ASPHALT PAVEMENT UNLESS OTHERWISE INDICATED. �� ��GINS 0 23. THE ASPHALT CONCRETE PAVEMENT MIX SHALL BE COMPACTED PER THE CITY OF TIGARD PUBLIC WORKS REQUIREMENTS. CONTRACTOR SHALL 15759PE SUBMIT TEST RESULTS TO THE ENGINEER AND CITY. ` ��EGON� �� yN 21 \c3 �. STORM AND SANITARY SEWERS SRO R. SM\C 0 1. ALL CONSTRUCTION OF STORM AND SANITARY SEWER SHALL CONFORM TO CLEAN WATER SERVICES 2007 DESIGN AND CONSTRUCTION RENEWS: 06/30/2022 STANDARDS AS ADOPTED IN RESOLUTION AND ORDER NO. 07-20. THESE DRAWNGS ARE THE PROPERTY OF WESTLAI(E CONSULTANTS INC. ARE NOT TO BE REPRODUCED IN ANY H. 2. ALL STORM DRAIN CONNECTIONS ARE TO BE TEES UNLESS OTHERWISE NOTED. MANNER EXCEPT W11H THE WRITTEN 0 N PERMISSION OF WCI 0 3. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM. DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5 FEET FROM PROPERTY LINES. w} m Um 0 0 4. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. 0 o a} 00 5. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 (SDR 35). `" om 0 0 6. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER AASHTO T-99 IN PAVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN 5 UNPAVED OR NON-STRUCTURAL FILL AREAS IS 90%. 0 7. STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE REQUIREMENTS OF THE CLEAN WATER SERVICES. TESTING A SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. THE DEFLECTION TEST i AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL - OREGON CHAPTER IS REQUIRED. ALL STORM SEWER LINES WILL BE z m THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING. J o Q ~ a z 8. THE ENDS OF STORM DRAIN SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4" MARKER EXTENDING A MINIMUM N N z 0 12" ABOVE THE GROUND WITH THE END PAINTED WHITE. ATTACH MAGNETIC TAPE ALONGSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). m w 0 J W U j 0 9. NOTIFY CITY OF TIGARD INSPECTOR 48-HRS. PRIOR TO PERFORMING ANY WORK. m 0 I iI- 0 10. STORM LATERALS WILL BE 4" DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00%, UNLESS OTHERWISE NOTED ON PLANS. a m 0 11. ALL STORM LATERAL LOCATIONS SHALL BE STAMPED "D" IN THE CURB. " J 0 z 12. SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8 (TECHNICAL SPECIFICATIONS FOR TH I S RECORD DRAWING REFLECTS z fn o 1-- CO i CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES "DESIGN AND CONSTRUCTION STANDARDS". AS-BUILT FIELD INFORMATION o 1 o PROVIDED BY WESTLAKE CONSULTANTS, N o N O 13. SANITARY LATERALS WILL BE 4" DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00%, UNLESS OTHERWISE NOTED ON PLANS. INC. THIS INFORMATION IS SHOWN FOR 5 N Q RECORD INFORMATION ONLY. a o 0 0 N14. ALL SANITARY LATERAL LOCATIONS SHALL BE STAMPED "S" IN THE CURB. SHEET Z 15. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4" MARKER EXTENDING A MINIMUM 12" RECORD DRAW I NG i N m ABOVE THE GROUND WITH THE END PAINTED GREEN. ATTACH MAGNETIC TAPE ALONGSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). DRAWN BY: ,4tJS DATE:1('tl/717 C102 CHECKED BY: r DATE:i/n1 JOB NO. NN 2634-001 0 0 ter` .-• o0 I I z IP� tlD m'° 0. o''' • 0 O• L° DISTRICT: Medium Density Residential(R-12) The applicant shall prepare a cover letter and submit it,alongwith anysu ortin E.: documents �+ -r and/or plans,that address the following requirements,to the ENGINEERING DEPARTMENT, 12. Prior to commencing of site improvements,the Applicant shall submit plans showing the following w • En .nTIC- '*OF ThM APPLICABLE ATTN:KHOI LE at 503-718-2440. The cover letter shall clearly identify where in the submittal the items for review and approval: C4 75 2- Ill CRITERIA. 18 7 8 7 8 7 8 8 790, 8 7 and 18 810 8.5 information is found. SW Spruce St shall include and shall he. how n to have. !""1 d Cr/ C4 d REVIEW Community Development Code Chapters 18 50, 18390 18.430, 1 10 required • OS 1 15 1 4s 1 765 1 1 95,a- +' 6. Improvements associated with public infrastructures including street and right of way dedication, �j4 E. ;s utilities,grading,water quality and quantity facility,streetlights,easements,easement locations,and • 60-foot right of way 14 M z utility connection for future utility extensions shall be designed in accordance with the following • 8-foot Public Utility Easement(IPUE") E' • Uag .I"* k I`T +- n O e.i ?ARGO ie . s SECTION II PLANNING COMMISSION DECISION codes and standards: .......>... ._. .. ,-, ....,..,, :: .;.,_; .. ,_: ood Route crFN secnon ent with stmctuxal secnon trice g e ty f g g 16 foot from centerline pavem�ut improvem tin th Ci o Z N Tigard Public Improvement DesignStandards • Cub a d gutter oth w s The Flann rig Comm ss anFnds ik acrhe px posed Flanned'DguOtopment Detailed➢evelopment Flan and P ,1p A FINAL ORDER APPROVING A LAND USE APPLICATION FOR A PLANNED Subdiiision will rot adversely affect the health,safety and welfare of City and,meets the Approval • Clean Water Services(CWS)Design and Construction Standards • 8-foot planter U' O0 DEVELOPMENT REVIEW DETAILED PLAN AND SUBDIVISION. THE COMMISSION Stndards es outlined inlSeeriati Vh of;this x rt..Therefore,the.Planning Commission APPROVES the Tigard Community Development Code and Municipal Code • 5-foot concrete sidewalk p.�try 1 ° .. Fire Codes Driveway and shared driveway approaches meeting the City of Tigard Standards Z O •a HELD A PUBLIC HEARING TO RECEIVE TESTIMONY ON THIS APPLICATION ON proposed L lanned I)evelopsnent'Detailed I7evektpotent'Plait and-Subdivision'subject to the frlllawting • Other applicable County,State,and Federal Codes and Standard Guidelines • Street trees in the planter strip ;?aced per TDC requirements 0 W U�O MAY 21,2018. THE PLANNING COMMISSION HAS BASED THEIR DECISION ON THE Conditions ofApptcnval:' .; '. Streetlights as recommended from the approved photometric analysis CJ L P P cn FACTS, FINDINGS AND CONCLUSIONS DESCRIBED IN FURTHER DETAIL WITHIN Tigard codes and standards are available at City Hall and on the City's webpage at www.tigard- • Storm drainage improvement meeting Clean Water Services Design and Construction ti V�L1 THIS FINAL ORDER. or.gov. ��� Standards Z .a...,-, NAM,. 120 DAYS=7/21/2018 • Underground utilities ���� dam„•, CONDITIONS OF APPROVAL 7. Improvements associated with public infrastructures including street and right of way dedication, • Street signs, names and traffic control devices meeting the Manual of Uniform Traffic OAA� . W P.r#s , _2„ _....,__ _: - • the City of Tigard Standards utilities,grading,water quality and quantity facility,streetlights,easements,easement locations,and es LIUTCD)and SECTION I. APPLICATION SUMMARY Matiti-' ��frT �� TFiE #?R.'1 eSYPE `P - utility connection for future utility extensions are subject to the City Engineer's retrieve, Street profile and center line radius meeting the City of Tigard Standards Alg• � •dr ... „ . ::- modification,and approval. • Intersection radii meeting the ON of Tigard Standards FILE NO.: Planned Development Review PDR2018-00001 • i : t, Intersection curb ramp meet g the Public Right of Way Accessibility Guidelines Subdivision SUB2017-00008 1. The City of Tigard is responsible for the approval of new street names and assigning addresses for 8. Prior to commencing site improvements,a Public Facility Improvement(PFI)Permit is required for (PROWAG) parcels within the City of Tigard. Contact Oscar Contreras with Engineering Division at 503-718- this project to perform all infrastructure work including stormwater Water Quality and Quantity • Mail boxes FILE TITLE: TOPPING CORNER DETAILED PLANNED DEVELOPMENT REVIEW 2678 to ensure new street names are approved and addresses are assigned. Prior to permit Facilities and any other work in the public right-of-way. Four (4) sets of detailed public • Street pavement taper and st.yet and sidewalk barricades meeting the City of Tigard Z submission pay the addressing fee. The address fee shall be assessed in accordance with the current improvement plans shall he submitted for review to the Engineering Department. An Engineering Standards. O Master Fee Schedule. cost estimate of improvements associated with public infrastructure including but not limited to APPLICANT: Stafford Development Company,L.L.C. street, street grading, utilities, stormwater water quality and quantity facilities, sanitary sewer, SW 72nd Avenue shall include and shall he shown to have: 485 S.State Street THE FC}LLOWINGCONDITIONS SRALI BU SATISFIED - streetlights,and franchise utilities shall be required at the time of PFI Permit submittal. When the / /1 Lake Oswego,OR 97034 PRIOR TO COMMENCINGANY SITE IMPROY LENTS .INCLUDING GRADING, . water system is under the City of Tigard jurisdiction, an Engineering cost estimate of water • 60-foot right of way `/ EXCAVATION AND/OR FILI:.ACTIVITIES: improvements shall be listed as a separate line item from the total cost estimate. NOTE:these • 8-foot Public Utility Easement(SUE) OWNER: Richard Topping&Kathrine Kemp The applicant shall prepare a cover letter and submit it,along with any supporting documents plans are in addition to any drawings required by the Building Division and should only include • 16-foot from centerline pavement improvement with structural section meeting the City of \ CV. 9 and/orplans,that address the followingrequirements to the COMMUNITY DEVELOPMENT sheets relevant to public improvements. Tigard Neighborhood Route ctt section '. 1726 SE Umatilla Street / q • Curb and gutter N Portland,OR 7202 DEPARTMENT ATTN:GARY PAGENSTECHER at 503-718-2434.The cover letter shall clearly h identify where in the submittal the required information is found: 9. Prior to commencing site improvements,the Applicant shall submit the exact legal name,address • 8-foot planter Q C 4 and telephone number of the individual or corporate entity who will be designated as the • 5-foot concrete sidewalk REQUEST: The Applicant requests approval of a Detailed Development Plan and 18-Lot 2. Prior to any site work, the project arborist shall perform a site inspection for tree protection "Permitter," and who will provide the financial assurance for the public improvements. For • Driveway and shared driveway approaches meeting the City of Tigard Standards Subdivision of the 1.55-acre subject property located on the northwestern corner of measures, •document compliance/non-compliance with the urban forestry plan and send written example,specify if the entity is a corporation,limited partnership,LLC,etc. Also specify the state Street trees in the planter strip spaced per TDC requirements Q' the intersection of SW Spruce St.and SW 72nd Ave. The proposed Subdivision verification with a signature of approval directly to the project planner within one week of the site within which the entity is incorporated and provide the name of the corporate contact person. • Streetlights as recommended friars the approved photometric analysis O includes 18 Lots and four Private Tracts.Each proposed lot will site a future single- inspection. Failure to provide accurate information to the Engineering Department will delay processing of • Storm drainage improvement meeting Clean Water Services Design and Construction family detached dwelling. Proposed open space within Tract A, B and C totals project documents. Standards 0 67,375 S.F. (24.3%) of the subject property.Two existing single-family detached 3. The project arborist shall perform semimonthly(twice monthly)site inspections for tree protection • Underground utilities W - measures duringperiods of active site development and construction,document compliance/non- 10. Prior to commencing site improvements,the Applicant shall provide a construction vehicle access • Street sib s, and traffic amttol devices meeting the Manual of Uniform Traffic dwellings and accessory structures will be demolished following approval of the 6 PControl Devices names and t and'.the Cityof Tigard Standards compliance with the urban forestry plan and send written verification with a signature of approval and parking plan for review and approval. The purpose of this plan is for parking and traffic control ) 0 proposed Detailed Development Plan and Subdivision application.The detailed plan duringthepublic improvement construction phase. Alconstruction vehicle parking shall be • Street profile and center line ra€ us meeting the City of Tigard Standards (J.� must be consistent with the Concept Plana roved b• City Council under directly to the project planner within one week of the site inspection. P P P g • Intersection radii meetingthe City'of'ri and Standards 1'� P PP } provided onsite. No construction vehicles or equipment will be permitted to park on the adjoining g I 0 PDR2016-00012,on January 24,2017. residential •public streets. Construction vehicles include the vehicles of any contractor or Intersection curb ramp meeting the Public Right of Way Accessibility Guidelines .1 4. Prior to site improvements,the applicant shall provide a tree establishment bond in the amount of $10,836(21 planted trees x$516/tree,per 17/18 Fee Schedule). subcontractor involved in the construction of site improvements or buildings proposed by this (PROT'AG) W W Z LOCATION: 7303 SW Spruce St.,10705 SW 72nd Ave.,10735 SW 72nd Ave; application,and shall include the vehicles of all suppliers and employees associated with the project. • Mail boxes TAX MAP/LOT#'s:1S136ACO2200,1S136ACO2400,1S136ACO2500. 5. Prior to site improvements,the applicant shall provide a fee to cover the city's cost of collecting and • Street pavement taper and stS:eet and sidewalk barricades meeting the City of Tigard J COMP PLAN processing the inventory data for the entire urban forestry plan in the amount of$744[$156+$588 11. Prior to commencing site improvements,the Applicant shall provide a photometric analysis for Standards. (/I Q DESIGNATION/ ($28/tree x 21 trees),per 17/18 Fee Schedule). review and approval. New LED streetlights are required based on the photometric analysis;The CL W LONING Applicant shall submit plans showing the streetlight location and type and color of streetlight poles Private Street(Tract B)shall include and shall be shown to have: W and light fixtures for review and approval. Z NOTICE OP FINAL ORDER OF THE PLANNING COMMISSION NOTICE OP FINAL ORDER OF THE PI ANNLNG COMMISSION NOTICE OF FINAL ORDER OF THE PLANNING COMMISSION NOTICE OF FINAL ORDER OF I HE PLANNING COs1N.t$SlON W 'L'U^ PDR2G18410001 TOPPING CORNER PAGE I OFF45 PDit2018-0000t TOPPING CORNER PAGE 2OE45 PDR20i8-0000i TOPPING CORNER PAGE 3 OF45 POR201 8-0 0 001 TOPPING CORNER PAGE 4 OF45 U CL V cn zM 0 v) 0- 0 • 20-foot pavement improvement with structural section meeting the City of Tigard Local 23. Prior to commencing site improvement,the Applicant shall pay a fee in lieu of undergrounding the DEPARTMENT ATTN:GARY PAGENSTECHER at 503-718-2434.The cover letter shall clearly O Street cross section existing overhead utilities located across the right of way on SW Spruce St. The fee shall he identify where in the submittal the required information is found: • Commercial Driveway meeting the City of Tigard Drawing No.143 calculated in accordance with the City of Tigard Fees and Charges. • 5-foot concrete curb tight sidewalk on one side of the street 34. Prior to issuance of building permits,the applicant shall submit site plans showing that individual • Street trees dwellings include an outdoor private area(patio,terrace,or porch)of not less than 48 square feet • Private streetlights with a minimum width dimension of four feet. • Private catch basin(s) RGSI � SATIi LLD I'ItI4It TO API1fiHE M. • Storm drainage im rovement meetingCWS Design and Construction Standards :i. v=°= �,l_ tiw<7 -..._ .a 'F .. ...':' :'<g p g 35. Prior to issuance of building permits,the applicant shall submit site plans showing side yard setbacks The applicant shall prepare a cover letter and submit it,along with any supporting documents no less than four feet in width. c.r,GD PROF-4- 13. Prior to commencing site improvements,the Applicant shall submit a final storm drainage report as and/or plans that address the following requirements,to the ENGINEERING DEPARTMENT, & GANEF O part of the PFI Permit indicating how run-off generated by the development will be collected, ATTN:KHOI LE at 503-718-2440. The cover letter shall clearly identify where in the submittal the :„_4(/ �� cn 1.114.E P:O t iNC i.(}AI.?I`1"I?l' 'SHAIS;$I;S:eI.TISPIEI?P,RIOR'.I'O'FII*1' ,INSx,[#'a 'IQN;'- o conveyed,treated and detained for review and approval. The storm drainage report shall be required information is found: -� - - _ - - -- - - - 15759PE prepared and include a maintenance plan in accordance with CWS Design and Construction - - 36. Prior to final inspection, the applicant shall contact the project planner for a final planning '11171� Standards and the City of Tigard Standards. inspection to ensure consistency with this land use decision. - ON 24. Prior to final plat approval,all improvements associated with public infrastructures including but not OREGON a 14. Prior to commencing of site improvements,the Applicant shall submit site plans as part of the PFI limited to street improvement under the City of Tigard jurisdiction shall be completed. The - -:-::: ,. . - 6y v9 pou(A' Q_• permit indicating how run-off generated hi the development will be collected,conveyed,treated and Applicant shall obtain conditional acceptance from the City,and provide a one-year maintenance IN=ADDITID11 E 011,L1CINT SROULP BE AWARE OF7t FOLLOWING SEUTIONS` V 21 1 t3ItTH d01.4 fl"1 t2 "tOPI1 Ei CC iriB; 'HIS;15: 4T A I tR USIVETIST, ���,q \''' .. detained for review and approval. assurance for said improvements. R � Er I 15. Prior to commencing site improvements,the Applicant shall obtain a CWS Stormwater Connection 25. Prior to final plat approval,all public utility facilities including but not limited to storm drainage, 18.430.080 Improvement Agreement; m Authorization prior to issuance of the City of Tigard PFI Permit.Plans shall be submitted to the water quality and quantity,sanitary sewer,water,gas,electrical,communication,and wireless shall be Before final plat approval,and before approved construction plans are issued by the City,the Applicant RENEWS: 06�30�2022 City for review. The city will forward plans to CWS after preliminary review. completed. Public storm water quality and quantity facilities shall be provided with 3 years of shall: THESE DRAWINGS ARE THE PROPERTY OF rri maintenance. WESTLAKE CONSULTANTS INC.(WCI)AND 16. Prior to commencing site improvements,the Applicant shall submit site plans as part of the PFI • Execute and file an agreement with the CityEngineer specifying the within which all required ARE NOT TO RE REPRODUCED IN ANY O Q,1 periodq MANNER EXCEPT NITH THE WRITTEN re Permit showing the proposed sanitary sewer system and associated facilities to be designed and 26. Submit four(4)paper copies of the draft final plat prepared by a land surveyor licensed to practice improvements and repairs shall be completed;and O in Ore on,and recess data or narrative.in OF WCI m constructed in accordance with the City of Tigard and CWS Design and Construction Standards. g arS' • Include in the agreement provisions that if such work is not completed within the period specified, v 17. Prior to commencing site improvements,the Applicant will be required en provide written approval 27. The final plat and data or narrative shall be drawn to the minimum standards set forth by the the City may complete the work and recover the full cost and expenses from the Developer.The w m =m from Tualatin Valley Fire&Rescue for fire flow,hydrant placement,and emergency vehicular Oregon Revised Statutes(ORS 92.05),Washington County,and by the City of Tigard. agreement shall stipulate improvement fees and deposits as may be required to he paid and may also U o access and turn around. provide for the construction of the improvements in stages and for the extension of time under (r 28. The final plat shall include signature lines for the City ommun Engineer and City Development specific conditions therein stated in the contract > Director. NOTE: Washington County will not begin their review of the final plat until they receive N cj: 18. Prior to commencing site improvements,the Applicant shall provide an erosion control plan as partg p o �m cv of the PEI permit. The plan shall conform to the"CWS Erosion Prevention and Sediment Control notice from the Engineering Department indicating that the City has reviewed the final plat and 18.430.090 Bond: p o Design and Planning Manual"(current edition). submitted comments to the Applicant's surveyor. As required bySection 18.430.080,the Applicant shall file with the agreement an assurance of performance o q PP g 3 supported by one of the following: 19. Prior to commencing site improvements,the Applicant shall submit a final grading plan showing the 29. After the City and County have reviewed the final plat and any required changes have been made, o existing and proposed contours. The plan shall detail the provisions for surface drainage of all lots, submit one mylar copy of the final plat for City Engineer and Community Development Director • An irrevocable letter of credit executed by a financial institution authorized to transact business in of and show that they will be to ensure that surface is directed to the street or apublic signatures. gradeddrainagethe State of Oregon; M storm drainage system approved by the Engineering Department. • A surety bond executed by a surety company authorized to transact business in the State of Oregon N 30. Submit a check in the amount of the current final plat review fee(Contact Planner on Duty,at which remains in force until the surety company is notified by the City in writing that it may lie 20. The design engineer shall indicate,on the grading plan,which lots will have natural slopes between 503718-2421) terminated;or Z Q 10 percent and 20 percent,as well as lots that will have natural slopes in excess of 20 percent. This • Cash. information is needed to determine if special grading inspections or permits will be necessary when 31. Prior to final plat approval,the Applicant shall submit to the Engineering Department the Final E. d the lots develop. Sight Distance Certification on both Spruce St and 72nd Ave for review and approval. The Applicant shall furnish to the City Engineer an itemized improvement estimate,certified by a f - O registered civil engineer,to assist the City Engineer in calculating the amount of the performance aSi 0 32. Prior to finalplat approval,the A licant shallplace the existingoverhead utilities alongthe site 21. Prior to commencing site improvements, the Applicant shall submit evidence that the water PP PP assurance.The Applicant shall not cause termination of nor allow expiration of said guarantee without W improvements have been reviewed and approved by TVWD as part of the PFI permit frontage on SW 72nd Ave underground. having first secured written authorization from the City. _I o o 5 m22. Prior to commencing improvements,the Applicant shall submit evidence that coordination 33. Prior to final plat approval,provide evidences that the HOA has been established and maintenance m a sitep pp 18.430.100 Filing and Recording: between the Applicant,Washington County-,and the property owner of TT-IS136AC1600 for the agreement for the Private Street has been in place. N pp g p p Within 60 days of the City review and approval,the Applicant shall submit thefinal plat to the County for re Q relocation of the existing fence out of the right of way has occurred as part of the PFI permit. signatures of County officials as required by ORS Chapter 92.Upon final recording with the County,the o Evidence shall indicate that adequate sight distance on SW 72nd Ave is provided in accordance with � . i# tIl 1-,y`S LL.BE$ATISF•I I ;`. Applicant shall submit to the City a mylar copy of the recorded final plat. ot al the recommendation from the Access Management Report prepared by Lancaster Engineering N I *T-Orli"3SI`T- LC ,+•D,iN"'. $MI: ,.. LT_ dated December 15,2017. "' '`� ' n ` ' 18.430.070 Final Plat Application Submission Requirements: o -1 z The applicant shall prepare a cover letter and submit it,along with any supporting documents PP q z and/or plans that address the following requirements to the COMMUNITY DEVELOPMENT THIS RECORD DRAWING REFLECTS I D i to o H m 65 NOTICE OFFINAF.ORDEROI'THEPLANNINGCO`MISSION NOTICE,OF FINAL ORDER OF THE PLANNING COMMISSION N(Yi'ICEOPFINAL.ORDEROFTHEPIANNINGCOMMISSION AS-BU I LT FIELD INFORMATION Z 1 Q PDR2Si5-0000i TOPPING CORNER PAGE.5OF45 PDR2018-00001 TOPPING CORNER PAGE6 OF45 PDR201800001 TOPPING CORNER PAGE 7 OF45 PROV I DED BY WESTLAKE CONSULTANTS, N 0 o INC. THIS INFORMATION IS SHOWN FOR > Q RECORD INFORMATION ONLY. w o 6 O RECORD DRAWING SHEET N z - . DRAWN BY: 505 DATE:71ITZD C103 \ z CHECKED BY:Plo,<, DATE: 7JflI2 JOB NO. 2634-001 0 (\i„,,N 1200-CN EROSION CONTROL COVER SHEET 2_, I gy a. m. 0 m. TOPPING CORNER SUBDIVISION ....v,_ 00 • c., IOC 0 1GARJ OREGON W 9 W a J ' ... DEVELOPER STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES SHEET INDEX W / �- STAFFORD DEVELOPMENT COMPANY, LLC 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES 1200 CN COVER SHEET C200 F-- z� 485 S. STATE STREET F • va OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. EXISTING CONDITIONS,PHASE I EROSION CONTROL AND DEMO PLAN C201 z SW WGBTST 1 r-- - LAKE OSWEGO, OR 97034 E'+ w� I PHONE: (971) 206-8614 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. GRADING AND PHASE II EROSION CONTROL PLAN C202 H 14 moo°' Syy��p)pLgE4FBT _ CONTACT: LEVI LEAVASA DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE EROSION CONTROL DETAILS C203 W z o 0 LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. acaw _ .. : EROSION CONTROL DETAILS C204 z x o .4 W SW OAKST 1� 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER W "�o < PLANNING / ENGINEERING / SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. Z U'q' SW Sr ` i SURVEYING FIRM ��� r �-�05 ��, WESTLAKESURVEYING CONSULTANTS, INC. 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS ��� Z C�� FROM BECOMING A SOURCE OF EROSION. ������� W a,-.H SPRUCSV 1 ;j PACIFIC CORPORATE CENTER _ 15115 S.W. SEQUOIA PARKWAY, 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION _� SUITE 150 TIGARD, OREGON 97224 INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. PHONE: (503) 684-0652 IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER (� I T E AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. < ,� FAX: (503) 624-0157 BMP MATRIX FOR CONSTRUCTION PHASES Z 1 ; A LOCATION CONTACT: MARK ZEMAN, PE 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS REFER TO DEQ GUIDANCE MANUAL FOR COMPREHENSIVE LIST OF O .0, KEN SANDBLAST, AICP WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED AVAILABLE EIMP'S. NARRATIVE DESCRIPTIONS MIX USED. BWPFAFFl.ESf W < 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE _ EXISTING SITE CONDITIONS BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY MASS UTILITY STREET FINAL WET WEATHER * SITE CONTAINS TWO EXISTING RESIDENTIAL HOMES, AC IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING ATLAMTA STCLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY 31ST) N DRIVEWAY, AND A COMBINATION OF GRASSED AND TREED PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER N g SW / Ig(i AREAS. POLLUTION CONTROLS. EROSION PREVENTION r PRESERVE NATURAL VEGETATION X X I X X X X Cn ' 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE GROUND COVER HYDRAULIC APPLICATIONS cIJ X X M DEVELOPED CONDITIONS WORK. DIRECT ALL WASH WATER INTO A PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, L . CONCRETE DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. PLASTIC SHEETING X X U E- * 18 LOT RESIDENTIAL SUBDIVISION WITH STORMWATER FACILITY 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS MATTING X X Cr) AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. DUST CONTROL X X X X X X �I NATURE OF CONSTRUCTION ACTIVITY AND TEMPORARY/PERMANENT SEEDING X X 0 � ESTIMATED TIME TABLE 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. GROUND COVER I - X X X p VICINITY MAP I!i�'l�14 I�;!�1I���'I;II 2020: OTHER: 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR I-:: Ce * CLEARING (JULY) SEDIMENT CONTROL w PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. (PERIMETER) X **X X X X X W W Ce * MASS GRADING (JULY-AUGUST) SEDIMENT FENCE PERIMETER NOT TO SCALE III1I hillll, II THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. * UTILITY INSTALLATION (AUGUST-SEPTEMBER) SEDIMENT FENCE(INTERIOR) X X X X z U * STREET CONSTRUCTION (SEPTEMBER-OCTOBER) 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. STRAW WATTLES X **X X X X X Z * FILTER BERM FINAL STABILIZATION (OCTOBER-NOVEMBER) Li U 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND U X INLET PROTECTION **XX X I EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE X X 1 I Q I I TOTAL SITE AREA = 67,082 SFDEWATERINc 0 � I I HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES 3- � = 1.54 ACRES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION SEDIMENT TRAP U O. N OPERATIONS. NATURAL BUFFER ENCROACHMENT TOTAL DISTURBED AREA = 87,200 SF OTHER: ?� 1 i I 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, RUN OFF CONTROL (ID (1) REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, CONSTRUCTION ENTRANCE X X X X X X 7 M 14)_ SITE SOIL CLASSIFICATION: PIPESLOPEDRAIN : OPEN SPACE --- TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. OUTLET PROTECTION X 1*-- TRACT _____ 8 __ LOT 1 12A - CORNELIUS VARIANT SILT LOAM 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. SURFACE ROUGHENING X __ --- __ CHECK DAMS _ Cl- - LOT 12 _-- 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S OTHER: 1 ___ LOT 11 LOT 2 W RECEIVING WATER BODIES: RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING O W -- Z ! TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. POLLUTION PREVENTION ASH CREEK PROPER SIGNAGE X X X X X X LOT 13 �W LOT 10 LOT 3 W 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) HAZWSTEMGMT X X _ X X X X H SEDIMENTFOR AN co it) Q , (INCLUDING SYSTEMO SCHEMATIC, LOCATION OOF SYSTEM, LOCATION OFT OPERATION INLET, OFD DISCHARGE, DISCHARGE CONCRETE W SHOUTAREA X X X X X X o I a 1 I 1 i i i Wvl I I I I 1 DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT Na1 I I 1 0 I * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. ( 1- ao n co I'- rn co m I co I a, la v SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE p PROF N a ( F I I f- I F I ilk I> I I I I TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. I > 0 0 0 o I o I o aW INSPECTION FREQUENCY: 6'2 ��GINeF O2 IY i O 1 O 1 0 1 O 1 0 1�. I -I I -I I J I -I -I -I Z a 1 1 1 1 i 1 1 j j is 18. AT THE END OF EACH WORKDAY SOIL STOCKPIES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE III j I IO I SITE CONDITION MINIMUM FREQUENCY IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE 15759PE 1. ACTIVE PERIOD WEEKLY WHEN STORMWATER RUNOFF, WATERS. 7I17� o INCLUDING RUNOFF FROM SNOWMELT, RATIONALE STATEMENT ••REGON s IS OCCURRING. 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET �t<` v9N. '0 WEATHER OCTOBER 01 - MAY 31. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON A/I/ 21, ,s• 00SW SPRUCEAT LEAST REGARDLESSONCE F EVERY MONTH,R 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT �Ro R. SM�� STREET STORMWATER RUNOFF IS OCCURRING. HEIGHT AND BEFORE FENCE REMOVAL CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE RENEWS: 06/30/2022 N v._m- _ �- - -----.- DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR 2. PRIOR TO THE SITE ONCE TO ENSURE THAT EROSION AND 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC THESE DRAWINGS ARE THE PROPERTY OF BECOMING INACTIVE OR IN SEDIMENT CONTROL MEASURES ARE IN ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. WESTLAKE CONSULTANTS INC.(WCI)AND cp CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS. AS THE PROJECT ARE NOT TO BE REPRODUCED IN ANY ANTICIPATION OF SITE WORKING ORDER. ANY NECESSARY MANNER EXCEPT WITH THE WRITTEN 0 �'�!r' !I!'I"Ilh INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE PROGRESSES AND THERE IS A NEED TO REVISE THE CSC PLAN, AN ACTION PLAN WILL BE PERMISSION OF WCI l 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS SUBMITTED. MADE PRIOR TO LEAVING THE SITE. > 'l AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY Y 0LOCATION MAP 3. INACTIVE PERIODS ONCE EVERY MONTH. PERCENT AND AT COMPLETION OF PROJECT. INITIAL `Wc' Ir w} z GREATER THAN FOURTEEN / m o0° l, Ilk o SCALE: 1"=60' !,li ui III (14) CONSECUTIVE 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. o I' CALENDAR DAYS. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE '- o ��(•�ii I I,li'' - - DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED N am 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST LANDSEQUIRED TIMEFRAME. THE SITE IS INACCESSIBLE OCCUR DAILY AT A RELEVANT ANDPERMITTEE'S SITE INSPECTOR: a o ACCORDING TO THE OREGON DIVISION OF STATE REQUIRED DUE TO INCLEMENT ACCESSIBLE DISCHARGE POINT OR 0 WEATHER. DOWNSTREAM LOCATION. 24. INTENTIONAL WASHING SWEEPINGHIVACUUMING ORDRY ANDIMENT INTO STORM MATERIAL PICKUP MUST T BE USED RS OR DRAINAGE CL CLEANUP RELEASED SEDIMENTS. COMPANY: TBD PROPERTY LOCATION 5. PERIODS DURING WHICH MONTHLY. RESUME MONITORING PHONE: TBD DISCHARGE IS UNLIKELY IMMEDIATELY UPON MELT, OR WHEN 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY CONTACT: TBD 0 7303 SW SPRUCE STREET, DUE TO FROZEN WEATHER CONDITIONS MAKE E-MAIL: TBD 10705 SW 72ND AVENUE, SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS i f CONDITIONS. DISCHARGES LIKELY. ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME DESCRIPTION OF EXPERIENCE:TBD z 10735 SW 72ND AVENUE, a F a TIGARD, OR 97224 STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION o ® *HOLD A PRE-CONSTRUCTION MEETING OF PROJECT MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. o z LATITUDE: 45'26'32" N, LONGITUDE: 122'45'09" W CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR m 0 TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE m In 0 AND CONSTRUCTION LIMITS. AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. J LA PROPERTY DESCRIPTION: Know what's below. ce 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY CaII before you dig. *ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH m TAX MAP+LOT THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200 CN PERMIT. rn DEQ 1200-CN PERMIT REQUIREMENTS. VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). a a TAX MAP 1S136AC THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE 0 TAX LOTS 2200, 2400 & 2500 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. COMPLIANCE WITH THE 1200 CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR cri OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. iz J z DEQ'S 1200-CN PERMIT REQUIREMENTS. 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, MAINTAIN O w ATTENTION EXCAVATORS: THE EXISTING NATURAL BUFFER WITHIN THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR TH I S RECORD DRAWING REFLECTS o F m ,0 *RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL EROSION AND SEDIMENT N OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE AS-BUILT FIELD INFORMATION z I AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR CONTROL BMPS. o 0 o o OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF PROVIDED BY WESTLAKE CONSULTANTS, (7) O o OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN INC. THIS INFORMATION IS SHOWN FOR 5 `" Q COPIES OF THESE RULES FROM THE CENTER BY CALLING GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RECORD INFORMATION ONLY. W o 0 N 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. z TTAY WO BUSINESS DAYS,NTACT THE ENTER.BEFORE YOU COMME COMMENCING NOTIFY AN EXCAVATION. CALL LEAST RECORD DRAW I N G SHEET N z 503-246-6699. z DRAWN BY: SD5 DATE:til) C200 0 z CHECKED BY: P DATE:7/I)l" O Jo 2634-001 0 0 , I z �� 00 co 1111 I I11 a o e CONTRACTOR TO ABANDON SERVICE AT Ef 11 1 THE MAIN. COORDINATE f I .I 1 I �S I i "'" 5, -X O U WITH TVWD. cw 111111111 x_ x I I i 20' o 1 o' 20' 40' II _ _ x _ _ Xu— _ X —X 203 I \ � f w \ \ \ �V A Y �V ��__ SCALE: 1 INCH = 20 FEET w a \V 221 / ) / ,/' 'r;Z ` w II j -; I 221) �r� �� 1 �_ • w� x 221� f Z 221 ® �'� / / 11, EROSION CONTROL LEGEND �, zw a \ \ = 203 E"4 / A ;{ - o h A X— PERIMETER SEDIMENT FENCE w � A A \ \ . o� CONSTRUCTION AND EROSION a \ A A � / 1 4 I V I UD a CONTROL FENCE SHOWN FOR CLARITY, V / / / / I i I �� WATTLES gaZ LOCATION TO BE WITHIN 0.5' OF x � �X' V A 1 1 / / / { ., „m-of,. I 1 w ch \ \ / / A A \ -_2 \ 1 1 I I } ± ' ORANGE TREE PROTECTION it Z a a w EXISTING FENCE I V A / \ \ v -. 1 1 1 \ I I I ( I, ,f?1 I I �ol r I_1 I FENCING AND PERIMETER 0 rW 0 0 n i I CONSTRUCTION FENCE • x / ) ( "��,V f INLET PROTECTION AAA vr.� "203 ��o 0 V / \ I\ \ oo� N. w oa.,-, x \ I I'�x� �� \ I • - I� e INLET PROTECTION a / �2 y RIM �9R.VI ��HOLE \ REM x ( y E out (as) k78sT' ��6 L._ \\ \ \ \ :),T...j i I GRAVEL CONSTRUCTION 1 IO2/ A 1 c A \ ® \ l 0 ENTRANCE I Is' N \V A �H �__OVERLAND FLOW DIRECTION Trii a AV A \ V 0_A I I \ OA\ /\_ I I o v I i �_ , I HARDSCAPE FLOW DIRECTION / / 1 0ti CV {{ 1\V A ;A m� TREE TO BE REMOVED Q V I (203 i L�J M _zi V1 9p I LLJ 0 t/I _, AQ O CONTRACTOR TO z 1 W � ) DEMOLITION AND EROSION ( � o N6 (203 ' FORO REUSE OFTH TVWD \EXISTING 1 4 I `� Q �-LtJ x s )- (203 � z CONTROL KEYNOTES: p V �- \ \ \ METER FOR TRC. I 1 ;\ W 0 I 1 \ A \ V \ 1 I 1 - a \ A v V ' v i= to p Ix I I \ \ I �J \ - A \ 1 A \ Q (201) EXISTING TREE TO BE REMOVED. ZO 1 1 I A i_ \ A \ 'f A \ f r y _._ - _._ w (; I Q "/ I (202) EXISTING FENCE TO BE REMOVED W I § 1 OR RELOCATED. CONTRACTOR TO J Ix cric.„.:1_:;_l " �// / /) ���` ( o\ jNI I COORDINATE WITH ADJACENT N Z O �� / 203 J PROPERTY OWNER. W U Z i i 1 \ 1 _ '; (203 �� ��\ 220)A I 1 � " �) + 203 EXISTING STRUCTURE/CONCRETE (D O v I a ,''' i ntnwv I I I\ PAD/MATERIAL TO BE REMOVED. O O V V . (222 � / > I C i 1 , I EXISTING OVERHEAD UTILITY TO BE U a �— \ H-. I y (204) (n z X---X_ t F Z - - wM - - X X REMOVED. CONTRACTOR TO - ____- - - - .� ---X X-,-X ,: f �(220) CO® i R N O I —'-7- - --� - - X _ X- �X X X I �l ,1 COORDINATE WITH APPROPRIATE cF� T--- .�_ V L _ C X I X X 11 1 1 I \ MUNICIPALITYcD v) X V) - F 2 0 — - (223 ( 0 O6 X i (-%3 '-'��—r. �`--X E X�-X X X � X-�t--X--�--X � 1 LaJ O — — — _ f 1203 ,, I I ® \\ \ \ I 5) REMOVED.EXISTING SEX STING EPTIC N LOCATION IS Zrn CX / / i ___ .% �, 20 -A. v r 306 � UNDETERMINED. CONTRACTOR TO / �_ V —-- - - - - LOCATION WITH / / ��_/- / / / , / 7. fl U 0 .. VERIFY ACTUAL / ' `l i/'� PROPERTY OWNER. L I / L �_.___-' CONTRACTOR TO 203� { REMOVE AND RELOCATE EXISTING____ 1 I • A (206) I V 1 A \ _ SIGN. SEE SHEET C301 FOR NEW \ V A c6'� A 1 V V I SANITARY MANHOLV\ \ - i 04 1 RIM=2F70.82' I v = COORDINATE WITH TVWD LOCATION. E OUT\(a",w) 262.8 � N2 FOR REUSE OF EXISTING !.\ (220) INSTALL/MAINTAIN SEDIMENT FENCE. 11111� v \ V IC IN (8",E) 26292' SSW SPRUCE STREET s METER FOR LOT 7. A \ V \ SAN-1 Y MANH LE SEE CWS STANDARD DETAIL 875, �� -- e -r_- -- 1 d��. A _ - - --- L \ vv y A A vo RAM= 92' SHEET C203. -2- ( ° ° ° � T- i - v �, --- v ? v v A / / / a a —--�-- - -' \ \ IE UT (7k W) 277.�/1' \ , -F-OH — OH �— - _f a a 1 /a J / aGUY 1 a T——--- —— —. -� \--— —' \ \ \ \ \ I IN (8 280.02 \ \ \ n A L -� --6tv —=e� � — a — N —'7——— A N s.N 277-9t V (221) INSTALL/MAINTAIN ORANGE 0 PROFF In _ 01 01„' /O H a a 6 �t/ A S �/ 0 - o OH q'(]� Ott �° T _ -I- VA FENCE.TRUCTION/TREE PROTECTION �� GIN�F� .� 223) - - - - - - - - /_ - _ _ / / 0, 01 I �OWf�- .�gl�_ /--OH /� �WV I---- 7) s ,a-' _ 15 59PE �H. / ---- �� ® - �� -- - - - - 0H 0Hi I / (222) INSTALL/MAINTAIN CONSTRUCTION -j jl-1/Z� ,, vw / GRIND EXISTING CROSSWALK STRIPING _ _ P _ r 1' \ ENTRANCE. SEE CWS STANDARD �� SEE SHEET C301 FOR PROPOSED STRIPING GUY (22 DETAIL 855, SHEET C203. OREGON GUY 63 (223) INSTALLPROTECTION NTAIN TYPE 4.LSEE CWS N,'41'%R. SOss, os C203DARD DETAIL 915, SHEET RENEWS: 06/30/2022 PRE-CONSTRUCTION, CLEARING, AND THESE DRAWINGS ARE THE PROPERTY OF GENERAL NOTES DEMOLITION NOTES EXISTING WATER METERS (3) SURVEY NOTES ARETNOTE E NOT TO OO BE E RTANTSUCED INEPROS INC.IN A AND AR ANY MANNER EXCEPT WITH THE WRITTEN 0 1. ALL BASE ESC MEASURES INLET PROTECTION, PERIMETER SEDIMENT OPTION 1: REUSE FOR NEW LOTS. RELOCATE/ADJUST AS REQUIRED. COORDINATE WITH 1. CONTRACTOR SHALL INSTALL 4' HIGH TREE PROTECTION FENCING ( BASIS OF COORDINATES: Y CONTROL. GRAVEL CONSTRUCTION ENTRANCES, .ETC. MUST BE IN TVWD. THE BASIS OF COORDINATES FOR THIS SURVEY WERE v) w} AROUND ALL TREES TO REMAIN ON SITE DURING CONSTRUCTION. PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, OPTION 2: ABANDON SERVICE AT MAIN. COORDINATE WITH TVWD (BECOME ELIGIBLE FOR ESTABLISHED AT A FOUND POINT, NUMBER 8001. POINT 8001 IS D' 0m a FENCING SHALL BE PLACED AT THE TREE DRIP LINE. a PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SDC CREDIT) A CITY OF TIGARD GEODETIC CONTROL POINT # GC_022-149. 2. ALL EXISTING UTILITIES ON SITE ARE TO BE REMOVED. ALL o ¢> E BACKFILL AND COMPACTION WORK ASSOCIATED WITH UTILITY 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE. DATUM: OREGON STATE PLANE, NORTH ZONE, NAD83, EPOCH °7 am o REMOVAL MUST BE OBSERVED BY THE OWNER'S TESTING AND BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER UTILITY STATEMENT 1991, INTERNATIONAL FEET. INSPECTION AGENCY AND MEET CONTRACT REQUIREMENTS FOR SUITABLE MATERIAL, STRAW WATTLES. OR OTHER APPROVED THE UNDERGROUND UTILITIES SHOWN HAVE BEEN MAPPED FROM FIELD SURVEY NORTHING: 655154.619 MATERIALS. o COMPACTION. COORDINATE WITH UTILITY COMPANY. INFORMATION, OBSERVED ABOVE GROUND EVIDENCE AND GROUND MARKINGS BY OTHERS, EASTING: 7624375.955 COMBINED SCALE FACTOR: 0.99989609 3. ITEMS NOTED FOR REMOVAL OR DEMOLITION TO BE DISPOSED OF 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED T0, TREES, AND EXISTING DRAWINGS SUPPLIED BY OTHERS. THE SURVEYOR MAKES NO GUARANTEE MAPPING ANGLE: -1'35'47.419" 2IN A MANNER THAT MEETS APPLICABLE STATE AND FEDERAL WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, i DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT z m REGULATIONS. TO OBTAIN GRID DISTANCE MULTIPLY THE GROUND DISTANCE BY o Q FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH a THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE COMBINED SCALE FACTOR: ~- a 4. INSTALLATION AND APPROVAL OF ALL TREE PROTECTION AND GRID DIST. = GROUND DIST. X C.F. c z CONSTRUCTION BARRIER. INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THEm o ESC MEASURE ARE NEEDED BEFORE CONSTRUCTION BEGINS. 1/0 UNDERGROUND UTILITIES. = o 0mu 5. UNDERGROUND OVERHEAD POWER LINES ADJACENT TO THE 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BASIS OF BEARING: _J wo BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION THE BASIS OF BEARING FOR THIS SURVEY WAS ESTABLISHED m PROJECT SITE WITHIN ROW ON SW 72ND AVE PER CONDITIONS OF m i APPROVAL. APPLICANT TO PAY FEE IN LIEU OF UNDERGROUNDING OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT BETWEEN TWO (2) SUGGESTED a Q OVERHEAD POWER LINES ADJACENT TO THE PROJECT SITE WITHIN LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED BASIS OF BEARING: N16'15'S4"W (GRID BEARING) TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE EXISTING CONDITIONS PLAN ell GROUND DISTANCE BETWEEN SAID POINTS: 2333.27 FEEL A ROW ON SW SPRUCE ST. COORDINATE WORK WITH THE UTILITY DURATION OF THE PROJECT. " COMPANY. ® GRID DISTANCE BETWEEN SAID POINTS: 2333.03 FEET. � H THIS PLAN IS INTENDED FOR USE AS AN EXISTING CONDITIONS PLAN SHOWING THE CONDITIONS OF THE SITE o _J 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND PRIOR TO CONSTRUCTION.INFORMATION SHOWN ON THIS PLAN WAS DEVELOPED FROM THE TOPOGRAPHIC BASIS OF ELEVATION: i Z FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION SURVEY,AERIAL PHOTOS,AND SITE OBSERVATIONS BYTHE ENGINEER.NOT ALL SURFACE FEATURES OR THIS RECORD DRAWING. REFLECTS N. w i THE BASIS OF ELEVATION FOR THIS SURVEY WAS ESTABLISHED rn 0 1- CO O ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: UTILITIES MAY BE SHOWN.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION Know what's below. FROM CITY OF TIGARD GEODETIC CONTROL POINT # GC_J22-149. AS-BUILT FIELD INFORMATION z N ao I SLOPE DRAINS (WITH OUTLET PROTECTION). CHECK DAMS. SURFACE TO DETERMINE WORK SPECIFIC DETAILS.TOPOGRAPHIC INFORMATION PROVIDED BY WESTLAKE PROVIDED BY WESTLAKE CONSULTANTS, ° o N ROUGHENING. AND BANK STABILIZATION. CONSULTANTS DATED NOVEMBER 06,2015. CaII before you dig. ELEVATION: 266.00 NGVD 29 INC. THIS INFORMATION I S SHOWN FOR > N Q BEING A 2 1/2 " BRASS DISK, STAMPED "CITY OF TIGAF2:0 RECORD INFORMATION ONLY. o d SURVEY CONTROL" z p el RECORD DRAWING SHEET DRAWN BY: DATE:7� 1�2 C2 i z \Nz CHECKED BY: JS DATE:1/,)/' JOB NO.2634-001 N 1 III II \ \ Z o0 co 0 co co x _ _-Xx- Xy_ .. - x X �: ',� I I \ _ �" a o ®\\. 00-voo°000 o°000vo. . .\ X -.._�+•+••rr-r�ra-T � i, ® \ ,�V ! ,' • vv � � vvvvvv v vvvvvvv• OPEN ACE i• - .vvvvvv . . 5. vovov '! + \ . .vvv vvvvvvv. . . - � ��♦� \S!\ \vabovvo• Ivvv,ovv \ TRACT \ \ \ . .v°vovov vovv . . . . .�.4�ir Or.�►etCi¢ ``J�®® �A�i2,q I o vvvvvvv rS[1a� 1 vvv \ cvvv vvvvvvv: \\ I/ o 1 .ovoo- Ivvoov - \ a' \� 00000vdo- ® / \ I- '' 7 ''�eyl� 'ad \ � � 20� 0 10' 20' 40' in EROSION CONTROL FENCE SHOWN FOR ` vv ° °' °°o vvv, •+ °°°°' \\" Z - . -o-vo- I - -vv' ' . / \V 1 \ CLARITY, LOCATION TO BE WITHIN 0.5' vvvvv vv'v' ® \ \ T \ I 1 / ( w OF EXISTING FENCE vvv=wv°v'Svvovav • • • v o'i��- ___�___-_ ry OT N o - : \ \\ °j \ W /vv 2 5 -- 7- -- - K \ LI,\\ \ SCALE: 1 INCH = 20 FEET I , v -- ---26d LOT�� 7 - - - -- °° \ i : 99 N `` EROSION CONTROL LEGEND Q N E 00 259 i / LOT 1� �v- 1 � I,/ cn ♦ v�a -___ v o I. 2�8 L \ \ , X\ , I -X- PERIMETER SEDIMENT FENCE \ \ _ - vvyvvv L 1 1 LO - I W LES -- - -- `,I �� ATT r�,a ��o� �w°v a \ 1 I \ \ _- \ \ ____- 1 \I �- - \\ ` 221 '• \ '.,1�-�-�j ORANGE TREE PROTECTION ►'`�Cam/] ��-• a o ov --_---_- •vv \ �- I _- N -- _ ! � FENCING AND PERIMETER Z 0.~' pU'� rV" I H c`°o CO CO crn� n 1_- \ \" I ---\ I - _ N 2 o W c�Co '°i IN N N c�! 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AI\ \ H N SOIL -I I V .'.� I CO I I I / I I I V A \ N \ 1 I 1 - °°v Do V i STOCKPILE �\ i J oo° x \ AREA �1 I t , H �, I 1V A� \ A I\ N p1 I �p� HARDSCAPE FLOW DIRECTION N loop \ H A �� I / I I / 1 \ IV 11 \ I -ti ,o \ I \ , 11)( 7)( /(-1rX-ki -X-� , 'I I x I + \ Q rn O \ 1 1 I , 41 -,_ - , YI L. \1 o : LOT 18 LOT 17 LOT 16 LOT 15 \I LOT 14 ILOT 9 LOT II ' I LOT 7 i �I T/6 I LO $ ,\ LO `4 I \ O Z o H w 1 lig 28v O x \ Lo. I \ Hl x hC , DC�X-� V `V c� '9 V o° ® �\ H H ' i\>11:N - I a W �I 1 1 LEGEND per" U °wv Q 1 r , r f '/ I/ _ / I o'1 a Na, G_ ligI d o° I 1 \ I I X Q -- Y" 1 ai `, No I I,o `'6 F41,, I < Z v �I- � \ �j , A h I I / �' I a9 o H 1 is iSIV1 H Z \ iC9Ois �v „++�� GRIND AND INLAY vv , ISTAGING AREA, SOLID ' V c', / / / / I �� \ I I I I \ W jvo -° ' H -I-- \ _ _ WASTE, FUEL STORAGE, ' I ® �r- I / I 11 db°o J c x AND FUELING AREA x- I 1 ..•i x F- ®_I /, I 215 1 I I I I411:1' 2 I - O L ` v I x � yr _- a �� \ _ " 8�v a , I . H I ®•- 1 �-, �( F H , I LiJ ,,, Li .Too . _. 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' V \ \ - , V _1 /4 / I ( a� / �s S --� .0 - \-- --� � \ �--`V V IE w 8", 280 a V CD / / a l f a a - _ IE IN (8"NT5977• 223 \ F- - - - ���� - �i�\ S �_- 4� �L / - _ _ _ VA - _ / V - , I ---- -/� - �� / - - - - - - l -� ,� / o N /_. -/ - -I 1- - ' - - O PRO,c <,c12 ��GINEF��N 1 59PE GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: THESE EROSION AND SEDIMENT CONTROL PLANS ` � 4 -)1\\,11t1) ASSUME "DRY WEATHER" CONSTRUCTION. "WET �•REGON'V 1 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: WEATHER" CONSTRUCTION MEASURES NEED TO BE cP qN 21,1g0 A.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. SITE AND EROSION CONTROL p1/ ,„ B. DWARF GRASS MIX (MIN. 100 LB./AC.) APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. KEYNOTES: qR�R. SO\s 0 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) RENEWS: 06/30/2022 0 2. CREEPING RED FESCUE (20% BY WEIGHT) (220) INSTALL/MAINTAIN SEDIMENT FENCE. SEE THESE DRAWINGS ARE THE PROPERTY OF C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) CWS STANDARD DETAIL 875, SHEET C203. WESTLAKE CONSULTANTS INC.(wCI)AND 1. ANNUAL RYEGRASS (40% BY WEIGHT) MANNER EXCEPT WITH THE WRITTEN ARE NOT TO BE REPRODUCED IN ANY 2. TURF-TYPE FESCUE (60% BY WEIGHT) PERMISSION OF WCI (221) INSTALL/MAINTAIN ORANGE 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED CONSTRUCTION/TREE PROTECTION FENCE. C `U"m BEDDING AND REDUCES RUN-OFF VELOCITY. d GENERAL NOTES: (222) INSTALL/MAINTAIN CONSTRUCTION m 0 o 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. ENTRANCE. SEE CWS STANDARD DETAIL o 6- 1. CONTRACTOR TO RELOCATE UTILITIES AS NEEDED. CONTRACTOR TO 855, SHEET C203. w 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. COORDINATE WITH UTILITY SERVICE PROVIDER. 0 o (223) INSTALL/MAINTAIN INLET PROTECTION U 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT 2• MAINTAIN TREE PROTECTION AND SEDIMENT FENCE. ADJUSTMENTS TO TYPE 4. SEE CWS STANDARD DETAIL 915, o FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. FENCING FOR INSTALLATION OF SITE IMPROVEMENTS AND GRADING TO BE SHEET C203. COORDINATED WITH PROJECT ARBORIST. (224) INSTALL/MAINTAIN CONCRETE WASHOUT. N 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER SEE CWS STANDARD DRAWING NO. 900, m APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. SHEET C203. i_.. o I-• 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. a • 0 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, co co o STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. H o EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: a 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED m c, AS NEEDED. 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION a 0 ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO to M 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. COMMENCEMENT OF CONSTRUCTION ACTIVITIES. oc trzr I- z 0 J_ z 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY I 5 FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. THIS RECORD DRAWING REFLECTS NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF vl o � m AS-BUILT FIELD INFORMATION z I a TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. p N 0 I PROVIDED BY WESTLAKE CONSULTANTS, 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL i NC. THIS INFORMATION I S SHOWN FOR > N N 0 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. EXPOSED SOILS BY OCTOBER 1. RECORD INFORMATION ONLY. w 0 o Q 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER ^' SHEET z w 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. SYSTEM FUNCTIONING AND SITE PAVING. RECORDs� DRAW I IVG r z o 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. DRAWN BY: 5DS DATE:It/119 C202 16. SLOPE MATTING SHALL BE INSTALLED ON TEMPORARY OR FINISH GRADE SLOPE 2H:1V OR STEEPER. SEE CWS STANDARD DRAWING NO. 805, SHEET C203. CHECKED BY: S DATE0It)lz. JOB NO. cv 2634-001 0 ccL0 I'DCH m a FOR FURTHER INFORMATION 00 MATS/BLANKETS SHOULD '� ON DESIGN CRITERIA SEE BE INSTALLED VERTICALLY IF-If .* CHAPTER 4 OF CLEAN WATER . DOWNSLOPE. TAMP iF SERVICES EROSION PREVENTION �i SOIL OVER MAT `1f Y, 4,* AND SEDIMENT CONTROL , 'LANKET PLANNING AND DESIGN MANUAL I.4111111111.11 Sg 9./\/\) r r r \\��. a E ♦ Ua� -7— /1-------- -4-1.11f.;41111"---"". "'''''."".""-411111111114WIT/\ ,„4,12: /am [—i z Eati r / MINIMUM 12"OVERLAP T/'1��y �0 W L I2" / \\\/\ OF SEAMS. C/D OHO _/\\\\/ SEE NOTE Na 3 ,� "', C/� =wW UI o U W mQ MIN.4" \\\\\ Aii.f.„. . .. .• .ii,.,,. � O\�\�� r�ti1 OVERLAP r / / ��� "Z U.-,Ly r \\\// 12" . a ..AZ .a A r r �/ 6" �,I�'t1/ i` �k �_� it \/ STAPLES �� -' ISOMETRIC VIEW (\�\\/�\\� / F4, _\ =�.``,_E_.._u.._..�Q li I tt� CD '\ EROSION CONTROL BARRIER C�,/ TYPICAL SLOPE \ REQUIRED 0 TOE OF SLOPE. SOIL STABILIZATION %///.//i./// �` / a/ PLASTIC SHEETING N \\\.BERM \'\\.\\.\12• (Ni \. \��\/�/\/\\/,\\/v' Q 0 NOT TO SCALE Ca NOTES: NOTES: = J 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL 1. MINIMUM 12"OVERLAP OF ALL SEAMS REQUIRED. 0 Q HAVE GOOD SOIL CONTACT. 2. BARRIER REQUIRED ®TOE OF STOC'! PILE. 1� I- 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON Q LLI 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL DO ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. 0 CI NOT STRETCH. 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. ~ O LICLW W LA MATTING SLOPE INSTALLATION GZeanWaber Services PLASTIC SHEETING CleanWaiServices �Z// r o DRAWING NO. 805 REVISED 12-16 DRAWING NO. 810 REVISED 12-16 L.L. W O � Z � Q U o FOR FURTHER INFORMATION FOR FURTHER INFORMATION FOR FURTHER INFORMATION / W ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE '' CD (/) CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER $ it CHAPTER 4 OF CLEAN WATER /i7 SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION SERVICES EROSION PREVEAND NTION M PLANNWGMENT AND DESIGNL AND MANUAL. PLANNINGMENT AND O1UN0SWRBED PLIANNNOGMENT CO AND DESI NO MANUAL �•( QO\� . ro QP ...(09/ oc( I . 4111 . RADIUS=25'Ma'N. •'.0.. a.,D: . iYP '—' '—' GG�`� �n ----I-- _----- <.m.A�" O�FJ�Y SS. 4, '�� �^ CLEAN PIT RUN OR 3" 6"CLEAN RO.X �N QOD OF E6P- co o ��ha �.:. , , SUBGRADE REINFORCEMENT ��N4 BSI D PROFF , _— GEOTEXTILE,AS REQUIR-p PR ,("jINE� -! �� 8"MIN. �� CULTIVATE SOIL TO CREATE FURROWS DEPTH 15759PE � ,,, '" + _11 �' PERPENDICULAR TO SLOPE a'I�1 a .20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL v OREGON o P 'I I 440' , ENTRANCE CONSTRUCTION CURB RAMP F��q Li R21,SM\ ,� LAN VIEW OVERLAP 6ATYPICAL 'II, �� PAVEMENT NTS (WHEN REQUIRED) i, <o \ P Y Y�iim o \ j� unIDIs1uRBE0 RENEWS: 06/30/2022 9 co 3: VEGETATION a c / ,,,3. •T -a"` ' THESE DRAWNGS ARE THE PROPERTY OF anii . � �;,;. 1v s,.. '" WESTLAI(E CONSULTANTS INC.(WCI AND EXISTING GRADE -. 6D !_� qRE NOT TO BE REPRODUCED IN ANY ' BIOFILTER BAG ORL. ,i.` / INTERCEPTOR Q >! MANNER EXCEPT WTH THE W21IN A c9 TYP. TYP ALTERNATIVE \ `��)=I ,( SWALE / / �� e '{ 1 l n , PERMISSION OF WCI LN I 1 I (µ}{EN REQUIRED) ►, ♦♦I I V)1) .. ( Wm 0 o _ _ / 1 1341 Y` `I)' �1� ` ,fir,-{ m o a 1 N\A� o ,�1111,II r 6 MIN , e -,:`)j' �'`1 Y .ARs ,,�.��1 ' �i t NOTES: dull, _`,4 'NOL 10 � s 4 USE DOZER TRACKS TO CREATE GROOVES c� \III _ s ;Il;.�li •'1 `` 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING N �.. w II - * -IL- �V�,� Il PERPENDICULAR TO SLOPE o a} II �' ., OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS -oils MAY REQUIRE TOP DRESSING, REPAIR AND/OR m eem n II' , . ., it l'' \- j ;� CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 0 o "-11 II II a=n n n-u 11 11 71-11 , 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. N c II...II .II I) II IIPII 11,11-N-"�-- `�� 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE v NON-WOVEN GEOTEXTILE iccI II \I� � -- THAT DRAINS INTO AN APPROVED SEDIMENT TF8AP OR SEDIMENT BASIN. o \��� 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION PROFILE ,� V. % - __ ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED M q, FILTERING SYSTEM. / -- = 5. DIMENSIONS SINGLE FAMILY NOTES: Z m 0 20' LONG BY 20' WIDE 8" DEEP OF 3i'q" MINUS CLEAN ROCK. m O COMMERCIAL "C 1. BID BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. i 50' LONG BY 20' WIDE 3-6" CLEAN ROCKY GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE d j 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING(2) 1"x 2" WOOD STAKES OR FABRIC TO PREVENT SUB-SOIL PUMPING. t- ii zo APPROVED EQUAL PER BAG. �' m F 0 F W OUTLET PROTECTION SURFACE ROUGHENING -r m RIP RAP CleanWat er Services CAT TRACKING CleanWater Services CONSTRUCTION ENTRANCE QeanV Services M DRAWING NO. 820 REVISED 12-16 DRAWING NO. 830 REVISED 12-16 DRAWING NO. 855 REVISED 12-16 1 z 0 D . THIS RECORD DRAWING REFLECTS r- W AS—BUILT FIELDL INFORMATION NTS, z 0 o m o I NC OVTH I SS BI NFORMATA N CON SHOWN FOR 5 0 N N Q o RECORD INFORMATION ONLY. 0 z O RECORD DRAWING SHEET DRAWN BY: SpS DATE:?/t"J(Z� C2O3 \ z CHECKED BY: P DATE:1lf /2-' JOB NO. CV 2634-001 0 0O Z I I 1 8� i FOR FURTHER INFORMATION CIA 00 ON DESIGN CRITERIA SEE R CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION • ANGLE FILTER FABRIC FENCE TO AND SEDIMENT CONTROL ASSURE SOIL IS TRAPPED PLANNING AND DESIGN MANUAL m; 0 LD t- _ •SLOPE.1, , � En WOOD STAKE 04 \ \ PLACE WATTLES ALONG SLOPE CONTOURS. PROFILE QI, E Ht NOT TO SCALE a CI) Wd+ INTERLOCKED 2"x 2' • UC4 nT POSTS AND ATTACH PLAN VIEW � z ;~ W NOT TO SCALE ;;,. �F E'00 as WHEAT STRAW,RYE -�M... ;,s''^�.'':. w Z 0,0 cam> ..�..^_.;. GRASS STRAW. ;;;: °i*.Y ,..::��,;`•i�`-.;;;;3 Ul i,,,+ P.En 0• USE STITCHED LOOPS STAGGER COCONUT OR ;y;:;N;`+, _�..r.l":'Wa Z z P'. W EXCELSIOR WATTLES .-s•::�` O 0^' 3'MINIMUM JOINTS ;:.•n-'r .#=' '`+" W UEA OVER 2"x 2"POSTS NOTES: %''�I'�'ra FROM TOE SLOPE. f ❑ • ",�,' U 1. BURY BOTTOM OF FILTER FABRIC 6" ... In Qp„ VERTICALLY BELOW FINISHED GRADE. "w"" 'Z U.-10 2'-6" 2. 2"x 2" FIR, PINE OR STEEL FENCE ❑ \\\\\\\ W 0.6itiF 4'-0" POSTS. 3. POSTS TO BE INSTALLED ON UPHILL SECTION SIDE OF SLOPE. NOT TO SCALE 4. COMPACT BOTH SIDES OF FILTER 6" FABRIC TRENCH. STAKING SPACING 5. PANELS MUST BE PLACED 4'O.C. FILTER FABRIC ACCORDING TO SPACING ON DETAIL MATERIAL 36" NO.940 WIDE ROLLS. FLOW FLOW Z PROFILE O NOT TO SCALE ❑ MINIMUM{:1' NOTES: OVERLAPPING SN UPkL11-.L 1. STAKING SPECIFICATIONS: --- SIDE a,1"X2"WOODEN STAKES f 6.ADDITIONAL STAKES MAY BE INSTALLED ON FILTER FABRICMATERIAL R DOWNHILL SIDE OF WATTLES ON STEEP SLOPE 0 36"W DE ROLLS N 2' 6" HIGHLY EROSIVE SOILS. N 2. SPACING IN ACCORDANCE WITH DETAIL 940. N. 4'-0" 1 ❑ REMOVE ALL ROCKS,CLODS,VEGETATION OR 1 3. EM 1 6' � ��• � '-'�' �`/� II, 1� OTHER OBSTRUCTIONS 50 THAT THE INSTALLED 1 WATTLES KILL HAVE DIRECT CONTACT WITH THE PLAN VIEW SOIL. O NOT TO SCALE 4. INSTALL THE WATTLES IN A 2"DEEP TRENCH, Ca 6'MAXIMUM SPACING FOR FURTHER INFORMATION INSURING THAT NO GAPS EXIST BETWEEN THE C Q 1'-6"- ON DESIGN CRITERIA SEE SOIL AND THE BOTTOM OF THE WATTLE..THE Q� I CHAPTER 4 OF CLEAN WATER ENDS OF ADJACENT WATTLES SHALL BE11.1 FRONT VIEW SERVICES EROSION PREVENTION OVERLAPPED 1 FT.MINIMUM TO PREVENT < Q NOT TO SCALE AND SEDIMENT CONTROL SEDIMENT PASSING THROUGH THE FIELD JOINT. PLANNING AND DESIGN MANUAL I '� I- -1W Uj O J SEDIMENT FENCE C leanVWa6er Services WATTLES q�Wa � �Z// cn o DRAWING NO. 875 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 1_L_ Eli U O " z 0 U N o Ce NOTES: MIN 1' HIIH RFRM EXISTING GRADE L11 - 3' BY 3' MIN AT MAY BE USED SORT TERM iCD 1. WASHOUT FACILITIES SHALL BE BOTTOM OF W/ UTILITY WORK AND W/ _ - I MAINTAINED TO PROVIDE ADEQUATE IIIII IIIII w IIII w IIII m IIIII I U)to TO PHASING OF DEVELOPMENT xTiL6 {■`. Z 0 HOLDING CAPACITY WITH A MINIMUM 1'1'1'1I = /11s���! In FREEBOARD OF 12 INCHES. A Ill 8 CONCRETE A Q _ N. 2. WASHOUT FACILITIES MUST BE iittiii' lea 1L Ililt•r�� IIII\\11W CLEANED, OR NEW FACILITIES MUST _� '�rS�� ) '1i�1�1i BE CONSTRUCTED AND READY FOR = = FLOW m+ r�.,'111 P1�11�1 1.11117.r111'' USE ONCE THE WASHOUT IS 75% 1 Illlmill Ir" �In<uI FULL. III nr nrIIlI11+r +L U '+ 30 1111,1111� 111,1111 II IIIIIIIIPI' mP) •••• I,�N1n, I I+'.. 3. IF THE WASHOUT IS NEARING p n iiir I I t r M ate I. CAPACITY, VACUUM AND DISPOSE - - °1M:C" '+ '! ' � s� r--+ OF THE WASTE MATERIAL IN AN APPROVED MANNER. It _ f iri = 1 E r 4. TEMPORARY CONCRETE WASHOUT - ''e T' -,S -� -- FACILITIES SHALL BE LOCATED A I IIIIIIIIIllIIIIIII I Ih -mc ?�,.IUV o AREASMINIMUM OF 50 INCLUDNGTOPENM SENSITIVEDRAIN GE 9' BY 9' MIN TO -� so ITYP) -. AREA DRAIN PROFFS . LITIES AND URSES. N 5. CONICRETE WASHOUTEFAOIIJTIES CONTAIN CONCRETE AN "� CATCH BASIN ��`' CNGINEF; SHALL BE CONSTRUCTED AND NOT TO SCALE IIII � 15 59PPE �� Idiom' I I ni T a ro QUANTITY AND SIZE TO CONTAIN f— iI111111111!I MAINTAINED IN SUFFICIENT I FLOW +1 ALL LIQUID AND CONCRETE WASTE PLYWOOD GENERATED BY WASHOUT CONCRE 48" BY 24" IIIIIHI a 1r OREGON OPERATIONS. I WASHOUT PAINTED WHITE ., _ ,:It. 1141III..,••i ��� qN 21 19�'� �. 6. INSTALL CONCRETE WASHOUT SIGN Pir ,BLACK LETTERS i1n il aui�n55 TEMPORARY 1 6" HEIGHT >,v - tit, 11— Ro R. SO 1 DITCH BOTTOM nuolrllll u CONCRETE WASHOUT FACILITY. 72" IIIIIIINIIIIIII "HIM/111 RENEWS: 06 30 2022 36" O a ' unlllnnm / / o 7. TEMPORARY CONCRETE WASHOUTS • +Iw❑i MAY BE A PREFABRICATED 'i •• THESE DRAWINGS ARE THE PROPERTY OF inm+iiiii 1i, N CONTAINER THAT IS PORTABLE AND IT: , e ; -. '' - 41111111/ WESTLAKE CONSULTANTS INC.(WCI)AND REUSABLE. CONCRETE WASHOUT SIGN .•. ilnutlllllr,i ARE NOT TO BE REPRODUCED IN ANY QFTAII II,IIli11)IIIII'll. MANNER EXCEPT WITH THE WRITTEN (OR EQUIVALENT) PLAN VIEW I.4011141 PERMISSION OF WCI NOT TO SCALE DITCH INLET 61lI�r;w J EXCAVATED MATERIAL m DC =m a 3"-6" ROCK WITH A U L PERIMETER D 1' MIN AY BE BERMUSED FOR MINIMUM 8" DEPTH 6" overlap of bags. o _ NOTES: w 1. ADDITIONAL MEASURES MUST OIL o a> ,2%SLOPE CONSIDERED DEPENDING ON SOIL TYPES. om u 1 MIN �- , 2. BIO-FILTER BAGS SHOULD BE =1=11 1 II a71=11=1'- - 1u�lB R ° ° °uRIIRIrII"IInIIn'I r STAKED WHERE APPLICABLE USNG 2 0 11 11 11=,•=n=a=n=: - =u 11 II--t`Im°m° -11 ►1 11 11 11 11 ( ) - = =II=1=11=11= -11=11 II 1 .11=11 11 II. :II II II. .11.-1- 1"x2" WOODEN STAKES OR APPROVED 1-1-11-1- .=ii- =II=11- - - - - - EQUAL PER BAG. i FOR FURTHER INFORMATION m 3. WHEN USING 30'° BID-BAGS TO a --.— —3' BY 3' MIN TO ON DESIGN CRITERIA SEE -I 0 EXISTING GRADE PROTECT A CATCH BASIN YOU GUST CHAPTER 4 OF CLEAN WATER F= CONTAIN CONCRETE HAVE 4 BAGS AND THEY SHALE. BE SERVICES EROSION PREVENTION 0_ SECTION A-A OVERLAPPED BY 6". AND SEDIMENT CONTROL m IX zo PLANNING AND DESIGN MANUAL. m 0 NOT TO SCALE In 1n Is CONCRETE WASHOUT INLET PROTECTION aeanWater Services TYPE 4 C1eanWater Services DRAWING NO. 900 REVISED 12-16 DRAWING NO. 915 REVISED 12-16 CC - I- z o J_ THIS RECORD DRAWING REFLECTS W in AS—BUILT FIELD INFORMATION Z o ¢ CO - PROVIDED BY WESTLAKE CONSULTANTS, o a 0 N INC. THIS INFORMATION IS SHOWN FOR > N Q RECORD INFORMATION ONLY. o 0 Et z 0 - RECORD DRAWING SHEET DRAWN BY: 5P5 DATE:71/1 SO C204 \ CHECKED BY:'PAS DATE:?/ ' ' JOB NO. N 2634-001 0 t.. CN �- 1 1 m4) �m a C0 • 5, 0 C--hrr F W 04 4 x F I I I F,z . Ua H FoE 1 W� z o 0 I i ' 1 1 i g W ova c�„o 1S136ACO TAX LOT 1S136ACO Z �`"a 1900 TAX LOT 1S136ACO � 0 "'" 1800 TAX LOT I 1S136ACO ! N. Z a� 1700 TAX LOT 1 1600 OPEN SPACE - - - - - - - - ? TRACT B _ 95.28' 1S136ACO I ---------- TAX LOT 8,962 S.F. 17 T 7-1 -------- O 4700 I 1 o I I 1 Cr)99.00' - 26.02' 1 •N I LOT 1 I I o I I 1 V - --- --- _ 95.00' 2,471 S.F. N 65.15' ------ 95 32 -- J - II —r-------------� ...2, 2,772 S.F. 1 1 LOT 11 --- f LOT 12 0 l o I co o 1 1S136ACO 2,660 S.F. o I 9 TAX LOT ��" I•� O - --------- ' -- L L ---- 95.00------I ' N 3.00' I c�I _ __ 2800 20' 0 1 PEDESTRIAN ----' --- 2,475 S.F. oo' 6' __ 99.00' LOT 2 CO "' 20' 40' 0 EASEMENT I Ce I o o f ( 7 ----------------------- , e,;, I _ 1 6`O ROW SCALE: 1 INCH = 20 FEET N ~ Z 1 P 2LOT 13 I I 1 o I I LOT 10 1 1----- - ------------ 1 I I N I w I I 2,660 S.F. 1 I o LLJ ~ L I LOT 3 o I w �- 26_00_ 10.001�-16.00'— -26,0>� — - 00 __ __—__ _ — 31.00'— - / L __ J N 2,478 S.F. I N I I j 31.00 28.00' - 28.00' 8. 1 L ®---- 20.00' - 28_00_ 1 STORM T---- T ---- -- _ - 28_00_- 19. 9' LL U !n 1 tn__-_-_,--j I EASEMENT 1 i �- T LEGEND O E 1 1 1 1 = - - BOUNDARY LINE U 0- 17 11 ----- t r- --] I —� } 1 1 1 I 1 1CL II 1 I I r 1 I ( - - EXISTING RIGHT-OF-WAY N r r 1 I I I 1 1 1 1 I EXISTING CENTERLINE r 11 N 1 1 1 1 �J I I ' I I I 1 8' PUE - EXISTING LOT LINE in 1 I I I 1 1 1 1 - - PROPOSED RIGHT OF-WAY illiiii I 1 o ( b 1 bl 1 bl ( f— 1 1 1 I 1 U -- PROPOSED LOT LINE I I b I 1 -1 i ^I I o I b W ( b I b I 1 1 1 PROPOSED BUILDING SETBACK Q rn rn 11 l m 14 t o t o 0 I Q .Fvi rn 1 1 0 1 0 1 00 I b 1 _ I - — — - PROPOSED EASEMENT 1S136ACO pUm i 1 T1 LOT 14 1 1 °' I- rno LOT4 2,444 S.F 1 2,444 S.FJ 1 2,444 S.F J 2,444 S.F� 2,914 S.F. (n F 1 2,914 S.F. I rn 2,632 S.F. 1 rn 2,632 S.F. O7 2,632 S.F.I 1 rn 2,632 S.F. 1 rn 2,632 S.F. a i a1 I 1 1 I 1 1 1 11 a°° 1 I 11 I ~ 1 I ' w� Z 1 1 Q 1 1 1 _ 1 1 1 1 1 I W 1S136ACO SETBACKS 1 j L1 > T X L T GARAGE 20 FEETPROFr - - j 1 1 1 1 1 j 1 j L j SIDE 5 FEET c3`'�GIN1 �' j j L - iI I-- L - - ' i8 PUE11 L -I j L ----- j L- 0 <v F f' 9 — —1— — — -+- — — — -a i— — — — 1 1 1 1 Z 1 REAR 15 FEET 59PE 26.00' I 26.00' I 26.00' I 26.31' 31.00' - - I t — t— 1 �' — — — 1 — 1 ^ PUE 8 FEET61 "J�17hn - - - - I - 31.00' I28.00' I 28.00' 28.00' I T r O'EGON, - - 28.00' I 28.00' I etc` �N. 1gg �. - I p 21, - - - ` -.. - NOTE:TRACT B AND THE EASEMENT IN TRACT A IS "Rp R. S'I`� COVERED WITH AN ACCESS EASEMENT FOR THE BENEFIT OF LOTS 1-18 OF THE TOPPING CORNER RENEWS: 06/30/2022 0 SUBDIVISION. o N THESE DRAWINGS ARE'ME PROPERTY OF WESTLAKE CONSULTANTS INC.(WC!)AND oN 60' ROW ARE NOT TO BE REPRODUCED IN ANY MANNER EXCEPT WITH THE WRITTEN PERMISSION OF WCI co ma) 1 ' �` SW SPRUCE STREET 4> 1 � a V) N Km 0 V 3 N Z Q Ja N EL .- U Ln D O o o m ED d N o Q Q I- V n 11 z o -I E T 5 en THIS RECORD DRAWING REFLECTS o W AS-BUILT FIELD INFORMATION o 0 o COPROVIDED BY WESTLAKE CONSULTANTS, rn N N INC. THIS INFORMATION IS SHOWN FOR RECORD INFORMATION ONLY. o z Q O w RECORD DRAWING SHEET z DRAWN BY: 505 DATE:?/I712� 3 \ CHECKED BY: DATE: /2 7//1 -s JOB 2634-001 m o '' a O. ♦ w c 0 F iL I � � g F5 IN �U, z6 1 Ew V 20' 0 10' 20' 40' a gEZ I I O W yISCALE: 1 INCH = 20 FEETQ I I ov000vv '" I x v000v�� W a�F _fiI x Xx � _ Xz X _ -- -- - X X `" - x X - - _ _,-� -� X STREET TREES: .vvovvoovoov000voo- - v - -- --. . _ --Y `t -ovvvvvvoovovovv000vvvovvov- --�oovoovvvvvo vvvvvo v vvv woo vvvovvovoo _ •vvovovvv-. -- - vvovvvoov0000vv000vvovvvovovvoovvvovvvvvoovvvoovvvvvvvv000v000000 vvvvvo- - -vvvvvo- • vvvovvvvovv- - - voovvv00000voovvvv000vvv000vvo-vvvv re MN:Tt \ •vvvvvo ov000- :.. •..vvovvvo vvvv- vvvv !�i~����� �i °O° °°°o°vvvv a' ° v°o°v. . �� + \\ I n STREET TREES AT 20' OC SPACING. QTY=11 °°° OPEN SPACE vvvvvo -, ' ° ovvVvo T t••i•� � N SPECIES: PER ARBORIST SPECIFICATIONS �I vv°v°v°O TRACT B o°ovvvv, ... ovo. I L� N ov000 +ov000�. . . a I �� r a LOT 1 ,� 307vv vvvv oVVV°OOV0VVOO°VV- -vv vvvvvvvvvvvvvv- - -- '---- I I �''�-0' \ SW E REES AT 20' OC SPACING. QTY=10 00. vvvvvo. . �(�' __--- _____ vvs 1 (- i L 1 I • .. \ SPECIES: ARBORIST SPECIFICATIONS rvo oo, -------------VON I I <I r-� ---_, L \\\, N vv, LOT 12 I I I --------------------) '�\ r v 0 i I I I I LOT 11cm 307 \\ I --L----- - I 1 M vvv -----------�- I LOT 2 I I' / \ I I 1 I Z 000 6' 1 ` SIGNING A CONSTRUCTION KEYNOTES: "�1°o'v°�-PEDESTRIAN J AND TREE vvv - vv EASEMENT , - -- I L. vv, T �� �� (301) INSTAL PVC SLEEVE PER CITY OF TIGARD DETAIL 128 ON SHEET ------- ANITARY MANHOLE _ L 4 L . Q 100, I I I --RIM=z9218" C702, AND WASHINGTON COUNTY DETAIL 6510 ON SHEET C302. U Z LOT 13 I ' k‘\\I a I --- F �-LOT 10 E ouT C8",A 27asi'0'° . I ' I 0 REPLACEMENT LOC T N OF SIGN REMOVED PER SHEET C201.(32) 10 CL voo 1 Lf� vv, H vvv ----------------- LJ - I I LOT 3 _ L J I I 4" r \` (304) CROSSWALK PER WASHINGTON COUNTY DETAIL 6110C ON W vvv -�--- I --_ d1 00 r I J I L. _I ,:'\ SHEET C303. 00 0o I 1INSTALL vO` , - - I - - - - - t i e I _-__ 11.i, i (305) 6063 SPEED PER WASHINGTON COUNTY DETAIL Q 771 �- 1 W vi r----1 r- -� r -- .1 , I I I O U 00 I , 1 I I . i _, I I I ' 307) I (306) INSTALL SPEED BUMP TEXT PER MUTCD AND "STANDARD HIGHWAY Z SIGNS AND V N von I I ' \ I I MARKINGS" SECTION 1A.11 0_ wv I I I I 1 .a \- \ ---- Z � ,,,� oo I I I 1 I I --_ I , o "I (307) INSTALL STREET TREE PER ARBORIST PLAN. CD 0 0° I I ' 1 o l._ (n (n v00 vv 1 I , I `,• I I I I I I ' N (308) INSTALL PRIVATE ACCESS SIGN. COORDINATE WITH CITY OF TIGARD V M °°°V00 I I 1 W I 1 i I , 307 I FOR SIGNAGE DETAILS. = M vv �voa 1 1 , I I 1 , ^ i o o 1 ' I I I.- :1 , I I P • 307307 I 1� 00 I LOT 18 I LOT 17 ! I LOT 16 I LOT 15 LOT 14 I LOT 9 ' LOT 8 LOT 7 I LOT 6 I LOT 5 LOT 4 i h �, %' 1__I- vv I 1 oo I � � I I I I W 1 00 °° Q I I STREET TREES ��oo I I I I III I I i 307) I ZI �ooa I 1 I I I I j I STATION OFFSET SIZE TYPE • I - ... 301) I30,> I E \ \ I- - - 1 I I .ov _� -------I L----� I---- ° -------I I I-------1 1 I I I I Q PROF 0 00` I 1 J I \-- \ I \--- - - ---� I ----I I I-------{ I 15+95.28 �.0.07 2" CAL. SEE LANDSCAPE PLAN FS• 308 ' -I- - - -� - - +- - - - -+ ����I 308) I I -1 I L - -1 I Z � I �(P ��GlIgs Soy/ - °°' (01 . AlkO8 - - - r- , I 302 N 15759PE r ii; �- - - ® ® ® ® - - - T - - - r- 301 16+38.31 19.95 2 CAL. SEE LANDSCAPE PLAN _ EG 11 40,/� C 1D 0 N 400 R ON I----- � _�� ��� '"/ -\IMIIII eAr. a � �ligiaMIMENVIIMen r I - _ 16+90.31 1J.80 2" CAL. SEE LANDSCAPE PLAN �Fp�9i1/ 21 �g°� 2' ,,,,, __ _ _____ __ ■ a 302 =` '• ` e _��/ 17+45.18 19.65 2" CAL. SEE LANDSCAPE PLAN z RENEWS: 06/30/2022 16+k 306 17+00 301) (302 (302 \-\\`, \-,\ \�\ I ,\.� I 18+00 (301 (301 17+81.33 20.66 2" CAL. SEE LANDSCAPE PLAN THESE DRANIN T ARE THE PROPERTY OF '�.� \ \ \, �\ .SANITARY MANHOLE- - '� , ,` .� .,` 19+00 N'ESTI-AKE CONSULTANTS INC.(WO AND \ \ ARE NOT TO BE REPRODUCED IN ANY p ,, �� \ \,. ,\ ` ` MANNER EXCEPT N1TH THE WRITTEN \ \\\ '\ \\ �-,, \\~' \ O 20+00 PERMISSION OF Wa ,� \,i i\ RIM=27082 .,,ti \, \�\\, `�\ \ \, \�I \t -•. C vI a,,_ _\' \ \, .\.. \ \ `, •\w,, \ ' \IE ouT (8' w) 262 8z' \ \., �``.. 4 �° \,\ \\�\ \ .\ ``! \��\ `\\\ \ \., `\ \\ \ \�\�` \\ - ,\\- � ` \ '� ,, �\ , \ \ �\ , \�. \\ 18+28.79 19.42 2" CAL. SEE LANDSCAPE PLAN Y ""'"- ''- -�* - �,`._., \ ..�� .,, IE IN (8"E) 262 92 \,<V , \V `•,._ A\\A-A. y\ v\v\ V'VV '\ \ \, � A SAN ARY MANHOLE O a - ---- y. _.. A.�A� .A \.� V 'e�� � \ �� RIM 286'2' m - 18+48 79 19.36 2" CAL. SEE LANDSCAPE PLAN IC � (: w) z��-�I z a a E (8�, ) 80 02' =1 r - %' a a - T_ v o°D - -/ a _, 18+88.36 19.25 2" CAL. SEE LANDSCAPE PLAN 0 - _ E !Iv- / . e - - - - - - - ----- o - 20+58.57 20.23 2" CAL. SEE LANDSCAPE PLAN 20+78.57 20.24 2" CAL. SEE LANDSCAPE PLAN z a F I- IL 0 20+98.57 20.25 2" CAL. SEE LANDSCAPE PLAN j v :n cn F W D o 21+18.57 20.26 2" CAL. SEE LANDSCAPE PLAN m 0 Q 21+70.02 20.29 2CC I " CAL. SEE LANDSCAPE PLAN ce 21+97.35 20.31 2" CAL. SEE LANDSCAPE PLAN 7 z o THIS RECORD DRAWING REFLECTS w CD 7 5 CO AS-BUILT FIELD INFORMATION o 0 o I o PROVIDED BY WESTLAKE CONSULTANTS, En N V) INC. THIS INFORMATION IS SHOWN FOR > Q x RECORD INFORMATION ONLY. o O z 0 0,7 RECORD DRAWING SHEET w / r z DRAWN BY: 5 5� DATE:7f�7/ 0 C301 0 z CHECKED BY: Ins, DATE:�II�I� JOB o 2634-001 N 00 Z II z 'e a O� s- • 1.5'W/Curb GENERAL SIGNING NOTES: MUTCD TABLE 2D-2:RECOMMENDED MINIMUM LETTER HEIGHTS ON STREET NAME SIGNS Face Of Curb Or 0'0'W/O Curb Edge Of Roadway\ -.---14'---- 1)Contractor shall supply and install all signs,and is responsible for stakingsign locations and obtainin utility Recommended Minimum Letter Height PpYP g Type Of Mounting Type Of Street Or Highway Speed Ek!t Blank Height Initial Upper Case Lower Case O locates for staked sign locations. Signs shall be located per typical sign location or as shown on plans. Lb to Overhead All Types All Speed Limits 24 Inches 12 Inches*" 9 lashes*" z .- L* A■• A ■M Typ. + 2)Ali signing shall conform to the Manual on Uniform Traffic Control Devices and the County's Permanent Post Mounted Multi-Lane More Than dii MPH 18 Inches 8 Inches 6 Inches CAI ■ Mil Cushion 18" Signing Legend. Typ. Post Mounted Multi-Lane Less Than 4`RMPH 12Inches 6 inches 4.5 Inches ;4 z' 4)Posts-A minimum of 2in x 2in x 10 ftgalvanized'Unistrut Telespar'or 12 gage perforatedposts or I W t P 9 9 Pe Post Mounted 2-Lane All Speedboosts 2lnches" 6 inches' 4.5 Inches" Qi rj Centerline approved eq uivalent shall be Signcombination mimimum sign mountin height shall determinepost stripe If 6' I 2. 1' pp used.Sg and ggF Existing + i length. Signposts and anchors shall be installed 'T'Typical Sign Installation Detail'. No other type ofpost On local 2-Lane Streets With Speed Limits of MPH or Les. 8"Blank With cn za 9 9 perYPYP 4"Initial Upper-case Letters And 3"Lower-case Letters May Be Used. W d B• ` rL Road way shall be used unless prior approval of the county Traffic Engineer is obtained. ""For Deal Stacked Overhead signs Or Upper-Case read Signs Wtaere Standard Letter Heights Yield Sign Sizes H Z P.CQ T Longer Than 12`In Length,8"Initial Upper-Case with 6"Lower-Case Letters May Be Used. s rk 6)Signing material I 7zs V L a spy sw Ta for st I n Street Name S;?s: Ly OHO A)Minimum retroreftectivitylevels shall meet MUTCD table 2A-3 T y W w x' izs I A)it is i eontradors responsibility to verity the final street names with the County Survey Office (g P. Cry IS T� 2' B)Minimum sheeting type shall be ASTM Ill Prismatic T at(503J O 8723 before ordering and installing street name signs. rn Z C •a I C)Fluorescent yellow green shall be used for school related signs SW 90 th Ave z° e" a)S eeitRame signs forcross streets shall be designed to the standard or the road approaching O W U O thecresadblad. U Z L. PAVEMENT MARKING DETAIL -L C)Use Adi blade aluminum blanks. V�q 7 See Pavement N.T.S.j / I I _ O)Pos€maaunted street name signs shall be two(2)sided,without bowlers and be installed on top • Marking Detail 7 I e° I a° I of post wild special brackets \\\�� C� r..ti 1/y 2/ie) 27/s'Max. a SWz pdi'�O Oth Overhead street name signs shall be one(1)sided and be installed with Pelco brackets or \\\ Taylor St I B 13/ . 2" 21 id,l 3„ I r 1 r equivale�i banding type adjustable brackets. PERMANENT SIGNING LEGEND i I_I T F)Prefixdashai be used for all street name signs. Face Of Curb Or 1.5'W{Curb Extg.AC 3 + 3• rz Prefixes:all uppercase letters y Edge Of Roadway 0'W/O Curb + r RxN Remove Existing Sign(N) Face son ` 5/16"Galv..Or SW gQ AveAV2 �- PPe 9 Y O - --Aluminum Alloy Washer 5'tfxes:upper and lowercase letters PLAN VIEWS Remove Existing Sign(N)And(M)Sign Support i III 9zperscnpt fornumeriral street names:all lower case letters N.T,S, Grind 7Spaces At - �uI ��iam.... } I I G)All strOItlname sign text,eeludiogsuperscript,shall be center justified. 1"Deep 18" 1'Each �� 3/8"x 7/16"Drive Rivet 1 s � H)Comrxdnn abbreviations:use MUTCOtable 1A-1,with these exceptions: Wide For Extra 7'Total N Install New Sign(N) ' nil s° I sw Taylor st s"1 18" Depth At Edge CL O 1 s, 7 1 a I A'••va=Avenue; ip=Loop; Ln=Lane; W}=Way Parabolic B Install New Sign(N)On New(M)Sign Support Lea i (} 1-1 T O Crown/Cushion " I• SW 90 th Ave a" o- L* - 6' _ Typical Street Name Remove And Save Existing Sign(N) 1.. Extg. SECTION VIEW A-A Anchor Sleeve 2%"x2M^,16^deev Sign Installation For Sign Tree Mn,i AC Symetrical About CE RSN Remove And Save Existing Sign(N)And Anchor2/X2W,,36"deep / Arterial intersections. o ,�J^J 6' H I"-' ( N.T.S. O Remove(M)Sign Support I.1; Typical Street Name Sign at,TS — TYP ■ Sign Post 2"X 2",72"deep Installation For - r R Remove And Save Existing Sign(N)And ■ ® Local a correctors T NOtOK; NaT (M)Sign Support �� Intersections. / Major sleet 22>/ N *1'-6"Min.�- �-2`-� f *1'-6"Min. i� EXN Maintain And Protect Existing Sign(N)And Support ■■■ ■■■` } N 1)Asphalt Shall Be Rolled For Compaction ® ,,, ,I, / n , / C:: I\ Level 2-1/2"Dense *Grind 1"Dee X 18"Wide Per Specifications.Finish Edges By Applying ■Lli i Sie Of$19 Sign Tree P Reinstall Existing Sign(N} ■ o1 se ACP Mixture For Extra Depth At Edge Tatkcoat&Sand Sweepings. ■ Edge 5i9c oIa N deWif: E Reinstall Existing Sin 2in ass g : Ill CROSS INTERSECTION 2)Signs May Be Req'd At The Direction Of � g 9 (N)On New(M)Sign Support t2"to 4" ' 3/8°X 7lt6" M m B � � J The Engineer. L 1'\ i. Drive Rivet IMP"' Q SECTION VIEW B-B g Reinstall Existing Sign(N)And(M)Sign Support 71517 Q N.T.S. 3)Cushion Shall Not Be Placed On Road � _-a Pest Lit Grades Greater Than 8 i. Install New Sign(N)And Reinstall(M)Sign Support / moo:, Sleeve 1 � �n�, Anchor 400 Q Ce" CI 4)Pavement Markings Shall Be White N Remove Existing Sign(N)And A iI. 1 Type B-Preformed Fused Thermoplastic Film. �Save Existing(M)Sign Support ".'y'�,>j - 4fi � sign Tree 0_ CD *Length May Be From 7.5'To 4.5' N=Sin Number {� ~ Z Depending On Roadway Width. g TYPICAL SIGN INSTALLATION - e TEE INTERSECTON M=Material a Do Not Install If L*Is Less Than 4' ASPHALTIC CONCRETE Materials:S=Perforated Square Breakaway Steel NTS pin' A ti TYPICAL SIGN LOCATIONS w W SPEED CUSHION DETAILS SP=Signal Pole Stainless Steel Clamp 36" ofG W P -- SL=Stainless Steel Clamp on Street Light Of god' a'fP~` Eel NTS WASHINGTON COUNTY SPEED CUSHION °ry`e WASHINGTON COUNTY ,eaq, WASHINGTON COUNTY W in DEPARTMENT OF LAND USE & ROAD WIDTH GREATER THAN 26' ' DEPARTMENT OF LAND USE & PERMANENT SIGNING LEGEND = , DEPARTMENT OF LAND USE & STREET NAME SIGNS O j Q TRANSPORTATION TRANSPORTATION TRANSPORTATION unaaori ENGINEERING SECTION SPEED 25 M.P.H. OR LESS za+ ENGINEERING SECTION os,Fd'--,if , ENGINEERING SECTION X PLOT STAMP:07/24/18 10:08A ANTHONYD EFFECTIVE DATE: WASH.CO.# PLOT STAMP: 03/13/14 6:00P KELLYE EFFECTIVE DATE: WASH.CO.# PLOT STAMP:03/13/14 5:57P KELLYE EFFECTC)/I GATE: WASH.CO.# U Z CAD:6063.DWG 8/01/2018 6063 CAD: 6510.DWG 3/13/14 6510 - CAD: 6511.DWG 3/13/14 6511 _ _ ._ C -^) z V N / O M 1L ^^_ __ vi O 0 I F 5- co n Cep PROFFS OCR „GINt;F�S,0� V0 15759PE N OREGON cS 9N• 21 194 �• tigRDR. SO' to a RENEWS: 06/30/2022 m THESE DRAWINGS ARE THE PROPERTY OF 0 WESRAKE CONSULTANTS INC.(WCI)AND z ARE NOT TO BE REPRODUCED IN ANY a MANNER EXCEPT WITH THE WRITIEN E PERMISSION OF WCI m Y 0 PI ew WY z m =m U LT z z 0n Cm Cl G 0 r O 0 0 7 r7 Z a H O P H f- d EE z CO 09 w N ci W In 0 o m o o 1 m o a a m CCI— r0 CC z oa J_ THIS RECORD DRAWING REFLECTS N W D PROV D D BY WESTDLA EIF�ONSULTANTS, o 0 m o N INC. THIS INFORMATION IS SHOWN FOR 5 Q M RECORD INFORMATION ONLY. w 0 0 to z O RECORD DRAWING SHEET no z DRAWN BY: 505 DATE:`7' 7fr C302 z CHECKED BY: 5 DATE:-7/)11z� o J0 2634-001 N cv� Mp 3 � 00 Q NOTES: Z CENTER IN 12" Z 0 12' --1 �-12' 12' 12, ; 2©' 1.5' COm .�` CENTER IN TURN LANE - 2'�-I 2'� ^� TURN LANE j - * I I- -6 1.LOCATE STOP BARS 10'BACK OF THE EXTENDED EDGE LINE, LO,� OPTIONAL �/ 6'MIN./10'MAX. r 12" 1 EDGE OF PAVEMENT,OR CURB FACE. VERIFY SIGHT DISTANCE. `'� i ' --I OPTIONAL/ i 1 * I BEGINNING • - 61 if:= 6' MIN 2•LOCATE CROSSWALKS AS PER ADA RAMIE LOCATIONS OR 5. F-VARIES 15' - 40' OF FULL WIDTH 5'BACK OF EXTENDEQ EQGE LINE,EDGE OF PAVEMENT OR c in OF TURN LANE - Z F BEGINNING OF FULL LANE WIDTH ( VARIES 15' � CURB FACE. �1 fi" (TYP.) 3.REMOVAL OF EXISTING STRIPING IS TO E.E.DETERMINED E 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 LVARIES _I _ IN THE FIELD,STRIPING SHALL BE REMOVED AS DIRECTED cx 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL. WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT THERMOPLASTIC PAVEMENT MARKING MATERIAL. 25' 35' w BY THE ENGINEER.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 1-4 zg WHEN THE TURN LANE IS OVER 300 FT. LANE IS OVER 300 FT. THERMOPLASTIC PAVEMENT MARKING MATERIAL. SEE NOTE 6. MIA.' BE INSTALLED AS PER SECTION 00850 OF SHE OREGON �Z • c�a'� ~ STANDARD SPECIFICATIONS FOR HWY.CONSTRUCTION. EW-,4E MIN.3 PLACED ON TOP - 24"* a O 20' -1 O OF CURB Q 2'SPACING 5.ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST r, �ccrz CENTER IN 10" CURRENT ODOT SPECIFICATION. COPIES OF THE MATERIALS W Z a 20 CURRENT 12"MIN •#- - TURN LANE : ::: :::/p © f I- 40 'I A 4"F W ova SPECIFICATIONS ARE AVAILABLE FROM: EA OPTIONAL I V 5'MIN m m m 4 6" c� BEGINNING m ENGINEER OF MATERIALS AND RESEARCH � VARIES----] 15' 000�o� W w�F OF FULL WIDTH 45° 4 3� RAISED MEDIAN _ A HWY.MATERIALS LABORATORY ��� c n� OF TURN LANE PAVMT. 600 AIRPORT ROAD S.E. 8" I ` T)y 2'MIN MARKER SALEM,OR 97310 THRU AND TURN LANE MARKINGS-ELONGATED TURN AND THRU 4"YELLOW m m m (503)986-3100 STRIPE ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT 40' 8" BI-DIRECTIONAL TYPE I J 6.THE ENGINEER MUST OBTAIN AUTHORIZATION FOR STOP BAR-SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT DETAIL. USE ADDITIONAL ARROW YELLOW MARKERS(TYP.) A -A PLACEMENT OF"RAILROAD CROSSING"MARKINGS PRIOR TO Z 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 O 8"WHITE 45°DIAGONAL LINE AT 40'INTERVALS. BI-DIRECTIONAL TYPE I MARKERS. THE ODOT RAIL DIVISION AND WASHINGTOI COUNTY TRAFFIC ENGINEERING. / /'� 0 0 O —THRU TRAFFIC SIDE O O V / X 20' 20' 7.FOR SCHOOL ZONE STENCILS,USE ODOT DETAIL'SCHOOL'& r -VARIES(4"TO 28") 40' 40' l 'X-ING',AS NEEDED,IN 120 mil WHITE THERMOPLASTIC N 20' S 1 H ' I PAVEMENT MARKING MATERIAL. VERIFY LOCATIONS& CD n 2"SPACE m m 10' 15' �-THRU TRAFFIC SIDE q W 8" STENCILS WITH COUNTY TRAFFIC ENGINEERING, WHEN BOTHlom 0 O3 �* �- 8" f E \ 1 * m ® ARE USED,SPACING IS 32 FEET.morn CDM _ 2"SPACE ® 17 4, ! ® ¢ >BN• N, 1 `. I , J 0 - © LI ��_ m m En $ 36° 12"MAX. m THRU TRAFFIC SIDE - j 8.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN . I-I 20' - I 20'--I q" � t � .9-\_ �q" T + 4"SPACE THE URBAN GROWTH BOUNDARY. , ^ d Lii 2"SPACE I THRU TRAFFIC SIDE --- 9.FOR DIAGONAL MARKERS,USE"PREMARK IN-LANE RUMBLE 0 * V J ,5"-�- 2" -+3 2 5 BARS"BY FLINT TRADING INC.,OR EQUIVALENT. 0 MEDIAN NOSE-TWO 4"YELLOW LINES WITH BI-DIRECTIONAL DIAGONAL MARKERS-4"YELLOW OR A� TWO WAY LEFT TURN STRIPE-4"YELLOW LINES WITH 4"YELLOW wr © 1 . d TURN LANE LINE-8"WHITE LINE WITH 4"WHITE 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 V ± W W MONO-DIRECTIONAL TYPE I MARKERS. 250 mil BARS W U) LESS THAN 16"THEN INSTALL ONLY ONE LINE OF MARKERS. BLACK BASE.CENTER BETWEEN LANE LINES. A- A LEFT TURN ARROWS. W cn 7 Z X SUBSCRIPT FOR PAVEMENT MARKING, d DENOTES COLOR. (Y)YELLOW OR rJ v ® ® 2" O x ® (W)WHITE. V - O Z SPACE- * LANE MARKING DIMENSION LOCATION Z 10' 40' 40' 4„ ®40' II 40' I * 40' �- - 40 -74"SPACE C9 U Dm.. z VARIES AT OF STRIPING UNLESS NOTED ? * -� * EDGE OF PAVEMENT - m ® ® OTHERWISE. �/ O CD Z t-- + THRU TRAFFIC SIDE — THRU TRAFFIC SIDE 4"SPACE (/) �- Z M _ 4"SPACE 4„ 4" CO 15' SPACING TYP. CO N 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 I__L o 0 BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. O I W I— a con- Q R U TRAFFIC FLOW O O O ) ' I VARIES s' s' 6' ��„p PROFFS \ 10' 30'� 10' - 4„ © �`_ 4'8"MIN I 1---6'---I I f 8° * I—I- 6 I— —�* I w .�` ��GINfF'��r\ I CD I 1+6'�I 1�6'��— 'I 2 f`— 'I 2 t 1 L_ 15759PE o m T —q* H I` H 25" � � 40" W 1tii OREGON !� 2' 2' 2' - 15'� 8"I i 8" `ti+.r� ��� iq� 21 ,90�� 7. o TRAFFIC FLOW BIKE LANE LINE-8"WHITE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION-WHITE OR 06 �xii'0 R. SM��� BIKE LANE DOTTED LINE-8"WHITE LINE. BICYCLE LANE MARKING-SHALL BE 90 mil WHITE PREFORMED a YELLOW LINE. WIDTH AND COLOR SAME AS LINE BEING EXTENDED. } W RENEWS: 06/30/2022 L- LANE LINE-4"WHITE LINE WITH 4"WHITE MONO-DIRECTIONAL HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. f-- co c' SHALL BE 120 mil THERMOPLASTIC PAVEMENT MARKING Z D THESE DRAWINGS ARE THE PROPERTY OF 0 TYPE I MARKERS. Y MATERIALS. O Z Z W ARE NO IN ANY CONSULTANTS INC. WCI AND ARE NOT TO BE REPRODUCED ANY �- MANNER EXCEPT WM 1HE MITTEN _© J PERMISSION OF WCI o'- 3 FT,MIN.TO 5 FT.MAX. 0 F' w o ® (ADJUST SPACING TO 0Z U Y u, ci•• Q VARIES MISS''WHEEL TRACKS) VARIES TRAFF,C SIDE m Z © O 17 W .< m xm 2 —1 I---24 IN SFfRv m 12" I-- I- Q C0 `4- N m 36°� 36 I W X - in rem a} o :+•+++�r R•:;:;$ 6 FT MIN. tm m m Z 0 W CO n ••++♦ ++++, �� rr� cr o +►+*+i+i+ .+...... � 8 IN WHITE LINE -.�{ 4" (n G( Z xi +++s+++ H+++++40 VARIES Q a (� O > © 1— W © c., z m 10 FT.(6 FT MIN.)/ CHEVRON BARS-SHALL BE 120 MIL EXTRUDED WHITE a a F STAGGERED CONTNENTAL CROSSWALK-SHALL BE 120 mil WHITE THERMOPLASTIC MATERIAL. PLACE MONO-DIRECTIONAL WHITE % 2 6 ~ a 0 HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. I BUTTONS AT THE ENDS OF EACH LEG OF CHEVRON. er 1. CO CD N o i J Q m dU U ,n a Z O_ 5 _ THIS RECORD DRAWING REFLECTS N z CO AS-BUILT FIELD INFORMATION z w 0 o I 04 o PROVIDED BY WESTLAKE CONSULTANTS, N o INC. THIS INFORMATION IS SHOWN FOR 5 w Q M RECORD INFORMATION ONLY. � o 0 z O N RECORD DRAWING SHEET z DRAWN BY: 505 DATE:?17�2� C303 . z CHECKED BY:�11S DATE:? fPw JOB NO. N o I10 mm a 0in 0 • w 0 J F c, rZ z x • oar H Cn z w�� CURB ADDED TO CAPTURE AND TREAT RUNOFF E» W FROM OFFSITE TO COMPENSATE FOR RUNOFF 1 a FROM CATCH BASIN 1 AND CATCH BASIN 2 I w z owe THAT CANNOT BE TREATED DUE TO GRADES. I 1 z a �°'w I O W c�i�o 1S136ACO I x • U Wui w TAX LOT T 1S136ACO LOT 1S136ACO 1S136ACO I36A141 Z U.•a T 000��1, W a�H 1800 1 TAX OLOOT TAX LOT I I 1600 i I - _ _ _ _ _ _ _ _ _ - - C605 1 SS 36A118 I vvovoo 0000°000°00000v000000 0000 vvvvvv OPEN B SPACE °vvvvvvvvvvv 0°00000000000°000000 00000000vvvvvvvvvvvvvv,v°°°°°°°°°°°°°°v°°°°v[ O ©` \� vvvvvv vvvvv- - - r��������A -vv 1S136ACO vvvvv °vvv. . vv vv'v"v°v"v®¢vvv- :ems. •d ovoo°vvvov0000°v°v°o°vvv 1 36A150C 'Ire•,'+�I 0 \ O . v I TAX LOT 4700 I °°°°- vvvvvv°, vvv- ,� vvvvv.- •000° -'-- •� °°°°°°vvv. . •°vv°° .; .:. 1 LOT 1 ��I� .' I °° -voovvvvv:. :vv°°vovv. . .. .. vv- - .vvvvvvvvvvvvvv I ,.., _ . Iii, I o vv. - -vvvvv- ! _- 1 -_— v v �1 d git 1J N vv ------ LOT 12 1 SANITARY vv 36A144IL MANHOLE (TYP) --—--—--—--—- ®I� " cm p�j o' 1 LOT 11 i I o• LOT2 I �� v- J L S, �'\ x 20' o lc 2a' ao' = -I I 1 i __ SS36A086 (9 vv 1 1 ---- _ _ ANITARY MANHOLE vv 4,2 _z; I LOT 13 1 1 RIM=292'E' �� SCALE: 1 INCH = 20 FEET 00 LOT 10 1 IE our (E"s) 27E sr \\1 L . J 1 1 — A� LOT 3 '. .. 11 V�� X I w vo 1 o o 1 1 — — ' III --—� 1 _- - - ��I�1 L LJ.) vv. t �i I36A145WQ T ---- -- Tr It - 1 X Q LEGEND a 1 I BOUNDARYLINE ORM LATERAL (TYP)1 i WOSTORM 1 ! ' MANHOLE ( I I EXISTING RIGHT-OF-WAYoo ° 1 STORM 1 1 1 — I x C.) vv I I I I ! I EASEMENT N SANITARY 1 ! j i I i ! 1 ! 1 I� 1 - - EXISTING CENTERLINE 11 1 1 1 1 I I MAIN (TYP) ( ! I 1 1 1 a j -- -- EXISTING LOT LINE `.J M vv op ovcit. 1 1 I 1 I 1 1 , 1 ! I I I 1 ' x I I PROPOSED RIGHT-OF-WAY Z M � I 1 1 1 1 , I 0 ao o PROPOSED LOT LINE vv j vv_ I 1 x oo < 1 1 1 1 I 1 1 Q • 1 PROPOSED BUILDING SETBACK vv ! I I I I 1 1 , 1 I I I I I — — - PROPOSED EASEMENT 1S136ACO °° ! ~ I I I j 1LOT 18 LOT 17 LOT 16 ! LOT 15 LOT 14 LOT 9 LOT 8 1 LOT 7 1 LOT 6 1 LOT 5 1 LOT 4 1 1 O21020 oo° v�� 1 U 1 1 v PROPOSED STORM MAIN "' , 1 I WATER LATERAL r 1 I I I I I as 1 x -- PROPOSED STORM LATERAL 36A146C v`• ' _ I I F I I I (TYP) I 1 LYNCH STYLE 1 i 1 I N o I SS—SS PROPOSED SANITARY MAIN CATCH BASIN I I I 1 1 z F I Cr) "..I i I I i I I i I ' ' 1 I I ; I I 1 I I I I I 1 wa X W x l 1 SS SS PROPOSED SANITARY LATERAL 36A147C l DITCH -- r SANITARY LATERAL (TYP) 1 1 FIRE HYDRANT I I o vv `----� 1---—-J 1 SINGLE TWA O I 1 PROPOSED WATER LATERAL PROF e I __ STORM LATERAL N O°, INLETS- I ---J I TER 1 1 1 36A151C Q S o vv I 1 r-----{ 1 DUAL WATER 1 J W W PROPOSED WATER MAIN F v — -1- — —1— — , — , , — 1 I METER (TYP) I I J I METER (TYP) STORM CATCH 1 Q • F�GWEFA yyr • 1 —1— — -- — -i 1 1 I L BASIN TYP) �' Z • 15759PE - - - - - - - �� mmisi `° iiiHommm......____ vNi 36A152C - - —i - - 1 — 1 i ~� 1 UN I �`l totlh�e*!�� -- - I I I w I N I 11 r- -J 1Xx l E G O N036A153C ��®®J` 1 �t 4N, 19°'� �. N I N 36A149 �w `witi MI ®���fa�®. . ' ," illialliti Cl.) > �� o O XW XVV .� XW XW XNJ X1N ■ ami ini:,. iiiiMENIWMIUMIIIIMAERMIMMIlk / I XS RENEWS: 06/30j2022 Z i in cn 36A143 �' �� -- — r X 36" DITHESE DRANINGS ARE 1HE PROPERTY OF aJ , v� XW WESTLAI(E CONSULTANTS INC.(WCI)AND a x XSS XSS I `� (i iiimin „ I36A142 1 x W- ARE NOT TO BE REPRODUCED IN ANY �- •v y L C900 MANNER EXCEPTCOF WCI THE WRITTEN 36A041C 36A148 .SANITARY MANHOLE PM/-I 1 RIM vo � �SS36A085 - W XW - - XW �� STORM MANHOLE �� �� � SS36A080 � A .v �. XSS CO n ci.. XW \ E our SS36A116 STORM MAIN TYP \ rj111:\\11137(TYP) E w (s',E) 2 z92' . \ I "( ) � � � \ Im m Uma XSD XSD XSD XSD XSD _ _ alr aN, r 1. `a a a XSD XSD XSD � � W ®\ � � XW "w 12' DI un ° a a aSD- XSD- XSD XSD XSD XWN N �ma XSD 12STIR NXSD c XSD SS N o - - - - _ _ _ - - ° -e / Q a XSD Q XSD— ^ ' XSD XSD .,� a w o _ - - - - - - _ SW SPRUCE STREET J E - - - - o U Z c a O - z T a, CC co o o ti OW O J m j m U 0 N D N L.L. z 1, O THIS RECORD DRAWING REFLECTS N - o o m AS-BUILT FIELD INFORMATION z0 0 0 0 1 PROVIDED BY WESTLAKE CONSULTANTS, o 0 N o INC. THIS INFORMATION IS SHOWN FOR > N N- Q RECORD INFORMATION ONLY. IY o Z 0 N o RECORD DRAWING SHEET L, o z DRAWN BY: 5-P5 DATE: /o/WcW C400 \ Z CHECKED BY: �S DATE:fflhl;- JOB NO. N 2634-001 CD • 0o i I I I 11 I I. o Z HOC :.� + - o oa 1 1 1 I I f i I I ( f N i o° I I : I I ( , a , 1 i i I .i 1 I I I I • N�i�l �1q"' IiLOT 7 i LOT 6 1 LOT 5 LOT 4 i LOT 18 LOT 17 I LOT 16 I ( LOT 15 ! I LOT 14 LOT 9 LOT 8 Jvv' � • I 20' 0 1o' zo' 40' I I 0o I I • i I i / STA:1+00.00 oa MI f I • I I I I I SCALE: 1 INCH = 20 FEET .WE. PROPERTY LINE .vvv , , i END 6" SIDEWALK, BEGIN 4" -- ':•,� --- , 1 i SW SPRUCE ST STA:19+36.44! oo° '-- - ° I -- - \ i \ UIII \ i I-- o° +► /� PUE I .:I I I ! I I I - CURB RETURN LEGEND z W (502 L INSTALL AC PATH AT GRADE - - -a- - - •00 l- - - -� f 502 _ - i a. - -502 - - i \ I L 503J so v ° 36A153C 502 I [ [�o� z/ - - - - - ® - t- - - i SW 72ND AVE SW SPRUCE ST H ♦ p - - - °� ® T- - SEE SHEET C550. `� SEE TAPER EQUATION . ---- - , - _ 505 8.5' e, 1 H wp.� STA:15+02.14 - ;4.-- ---- v.....111, d , - ,- a - - 505 ��V a �� BEGIN SEGMENT �`vARMINk y • .'' ® r amz 1 -- ---1��! �� r . . a 36A152C • w Z oWo �e� .. +00 G 36A149 l------ i _ -_ ®® • -. . :e< . •. •�Ni �® 3' ® ' 4+00 �� 4+ � / LEGEND z w Rio 504 -_- _- a® _ a 70 ® _�/� O Z U ®� ® 36A148 (504� 36A143 �90 STA:19+51.51 I �90• 36A142 �`•,��.� GRIND AND INLAY 000000� Z �� -END NARROW STREET TRANSITION _ 15+00 SW SPRUCE ST STA:15+89.68 504) 16.5' END LIMITS OFF:15.58'L \ \ r S J Gap 504 / ® �� E. 1 \ ° ,, �' V0\,\0 ,�A i\,\Y N \\ \ j BEGIN NARROW STREET TRANSITION \C INTERSEC N- `. 5S36A116 . $ �V �° '�0``A ` \ \ \ �' �� \ ���\ °A\ 'L \ \�\ J \ \\ \�\ SANITARY MANHOLE \° a ._' �\ '.\ -` \\ Win+(° �,6^ SW SPRUCE ST \ \ \\ \\\� \ a \ \ , CL-CL INTERSECTION' 20+00 SW SPRUCE ST STA:15+05.69 - � ��� STA:17+63.95 `\ \ \ \\\ °\ \ 1 \ \\ I ` \ „Mum c=_- = PRIVATE ST- SW SPRUCE ST OH - OH OH ° OFF- -- € -- ° OH ° /SCi ° STA:1+00.00 a_ -��- \---a-- Q -- _����- STA:20+00.31 v - - - - \ OH - OH OH ° ° __ -=SW 72ND AVE i O - - - - / 0 OH -° 1.3-035 1 OHSTA:??? 0� STA:15+96.37 A / t l - OHO CH/ BEGIN GRIND - - - AND INLAY LIMITS /o SAW CUT 0 CL 2> N Jcn _ SW SPRUCE STREET - STREET AND CURB PLAN - STATION 15+00 TO 20+00 r STREET CONSTRUCTION KEYNOTES: m ix 1"=20' - a O 0 M (501) INSTALL ADA RAMP' FOR STANDARD CORNER. SEE CITY OF TIGARD p Za; M STANDARD DETAIL 128 ON SHEET C702. SEE SHEET C550 FOR / /'� Z V I � + N ADDITIONAL INFORMATION. - < 0 290 '' > 290 (502) INSTALL 6" THICK SIDEWALK AWAY FROM CURB. SEE CITY OF TIGARD P Q i _1 STANDARD DETAIL 120 ON SHEET C702. J w 0!E. (503) INSTALL 4" THICK SIDEWALK AWAY FROM CURB. SEE CITY OF TIGARD L-J W CI. a STANDARD DETAIL 120 ON SHEET C702. Z h W 285 M N 285 (504) INSTALL STANDARD CURB AND GUTTER PER CITY OF TIGARD DETAIL W 0 126 ON SHEET C702. W 1 N s O N j [ 0�__ \.rco + . 5 w 06% (505) INSTALL 28' SHARED DRIVEWAY. SEE CITY OF TIGARD STANDARD O d W 66. r7 N i a > DETAIL 141 ON SHEET C702. to 0 280 + N I--' > a 280 (506) INSTALL 29' COMM CIAL DRIVEWAY. SEE CITY OF TIGARD STANDARD p N r • !n W DETAIL 143 ON SHEET C702. CD N Ci.. Q N 5 w ( ...-._.._ _- En - N w ° > 6.3?' • (507) INSTALL 20' COMMERCIAL DRIVEWAY. SEE CITY OF TIGARD STANDARD z O T EG 0 CL 5 w a ~'- DETAIL 143 ON SHEET C702. a - 275 a (508) INSTALL MAILBOX. CONTRACTOR TO COORDINATE WITH U.S. POSTAL 12- 5.3 q _ SERVICE. i O M ..- , O N CO O - [ O ± ° ± . 27o TAPER EQUATION -- I- t F _.270 „ EG 0 BACW OF CURB I N w I- > g 81% EQUATION REFERENCED FROM CITY OF TIGARD DESIGN STANDARDS SECTION > w N ---- FG ELEVATION D.11. A DESIGN SPEED OF 25 MPH WAS USED. p PROFF N a > w -- -- TOP-OF CURB ! - I ` d g L= W * S2 FOR S LESS THAN 45 MPH s� a 60 ��GINEF- 265 y. 1�759PE o 4g1°J L= 8.3 * 252 =86.5 FT (MIN) } Loll(w 60 OREGON`ti 0 9 �. N WHERE L= MINIMUM LENGTH OF TAPER (FT) �<%p 9N 21,1 260 260 S= DESIGN SPEED (MPH) -0 R. SM�� s. W= EP TO EP OFFSET WIDTH RENEWS: 06/30/2022 m OPERTY OF WESTLAKE CONSULTTHESE DRAWINGS TAANTS INC.E THE (NTE)AND • ARE NOT TO BE REPRODUCED IN ANY U i z 251+00 STATION BASED ON TOP BACK OF CURB 2+00 3+00 281 PENNSR EXCEPT WITH THE WRI7IEN 4+00 4+6 25 PERMISSION OF WC R/W W PUE R/W 60' EX ROW w> - _.. ID m Um w SW SPRUCE STREET - TOP OF CURB PROFILE - STATION 1+00 TO 4+70 I 8' I 30' N F o a a} y y 0 N SCALE:HORIZONTAL: 1"=20' ( 16' 16.5§ 118.5' o VERTICAL: 1"=5' U0.5'--5' 8'� W 262.72 ? q I I y SAWO- - - -0 - - - - - - - - - - - _ k 5S �� • I0.5'y f 2% VARIES .- N ,', 262.47 • 263.12 VA _.. y I - z �� g.1 y 4" OR 6" THICKI/ DSCAPEJ /�/X/.\i\/ rA�\T /, %.' z �',,, 2X2" LIFTS LEVELL 2 DENSE HMAC COMPACTED TO 92% (OSHD TM 306) co N Ti) o -----_-- !, - CONCRETE STANDARD CURB U --- / \ ,,, SIDEWALK PER AND GUTTER (TYP) OVER 3" OF 3/4"-0 AGGREGATE BASE ROCK COMPACTED TO 95% H o 260.58 EXISTING) 262.37 263.05 PLAN (AASHTO T-99 OR APPROVED EQUAL) _J m W- ' / 258.67 EXISTING , , OVER 12" OF 2"-0 CRUSHED ROCK COMPACTED TO 95% (AASHTO T-99) m • a J 5 I 0v�u , 260.7 EXISTING OVER 12" OF COMPACTED SUBGRADE a I- SAWCUT FOR TRANSITION , ® FLOWLINE FG 0 FLOWLINE62.43 ? . H / co ________ SECTION A-A - SW SPRUCE STREET - HALF STREET 0 o z / ' 261.58 262.43 _ z ---- - FG 0 FLOWLIN 0 258.84 EXISTING --- 261.10 ',, C) Q THIS RECORD DRAWING REFLECTS o NOT TO SCALE a w W AS-BUILT FIELD INFORMATION z 11 a CO O AC TAPER ',I- • PROVIDED BY WESTLAKE CONSULTANTS, O o o V) 0 INC. THIS INFORMATION IS SHOWN FOR > N N Q / 258.74 FG C� FLOWLINE RECORD INFORMATION ONLY. Z N "' / 261.75 FG 0 FL062i28 r o o O RECORD DRAWING SHEET w0 C500 SW SPRUCE STREET - EXISTING DRIVEWAY BLOW UP DETAIL DRAWN BY: 5t)S DATE: /0/Z-0 z CHECKED BY: CAS DATE: 10�1'" JOB N0. CM A 1"=5' 2634-001 oN Q 0 1 v v ..I I 1 I 1 i ! i o C7 car` m 1 I ! I I I� 1 I I I 1 ;... + Z LCD m." I I 1 1 1 I I 1 I x 2 00 � o I I I tl I I I I i I v • I Z ODW 10o I 1 I I I I I I I 1 1 I I- •• I () I mm ro o� 1 1. :1 Iv' ¢ I I I v v a, vv vo- ��- 1 1 \ j 1 04,pI . LOT 18 LOT 17 LOT 16 I LOT 15 LOT 14 LOT 9 LOT 8 I LOT 7 1 LOT 6 I LOT 5 I LOT4 o I vv 1 i 1 1 IlII1 � I I I v X \; 36A146C I 1 1•.1 v I Q I ! 1 I! �� i iI I . I y 36A147C I I I�� 1 I z • c 'u -a l I l I I I I I i I I w i 1CL , �/ IIjr._- � - 1 I r II, ' I ...� -II I ! I I I ( 4 1 I o I �•aI !tl X 1 ul it ICI' �'�1 m I - I I I If 7 �I I ® \ I ® I \ 1 36A151C 4 x I" 1 W ?� - - - - - °° - - a r- - - - II 1 -� 1 I I •�� I �1 ;11P'" za 36A153C �� �. - 8 5 - - - - - J , ♦ o,�,. • 36A152Cminnum _ r- ��-1 Z �a 36A149 �•� a - _ w� i X I 20' ■ i11.1111 _ ------ G - X �- Cr) o XW G - G G C _ N •'o_ /� `f'". SCALE: 1 INCH = 20 FEET �.. w� XVv XW �'J XW! X ii IX'W ' X' ' - =®-- - � ialk I o G ' j G 0 W Co XV� �� 0X J� V ---- - - � � � - c) W 1 W--I 1 VW, XW XNv - ;a-- J 36A143 1 11- -G- -__I );'- U'_ , = -ASS - X51S XSS 36A148 POTHOL TO V IFY EXISTING J J16,� 11' I 36" DI �� X XN 4- - 0000� 0 ��� 15+00 UTILITY LOCATION AND ELEVATION 12" PV �� 36A142 `0‘. �'. dam.. X' ' SEE SHEET C505 FOR STORM DRAIN 1"� �` �' "� `` Ax�\j SANITARY ANNa= .� 20+ c _� \ 5, ��� W w�F \ . �\ 9/v `,•v\ IY ,�V` VA`'',VA\A 7+rR9=2 0 82' �A\ �_ C XW 'A' & 'B' PLAN AND PROFILE X'V/ r V �. �� E OUT (8',w) 26 82 SS36A080 �\ - '. ` S i SS36A116 �\A �''. \� . \ �\ � \ XSc � �. �. \ ..�. In (8 8', 262.,2 \ \I SANITARY NANNOtt s XSD =e m v XSD -s XS ----- -L- _.-_ _-..._-. ..,,v � ._ �` ` �`�. \ \ \!, \ RIM-286.92` �� �\ AA 12" OICUT (8',w2 277+00 , \H I / 30, Y \ XW E N (8"E) 280.02' 1� X,N OH OH UH OH- OH �OH OH I a f ' a F ySC *SO- - IN 277 t C� Of: CH a � ��� A. a IE �8„N) g ' SS36A085 = z-= O _ OH / O C�° OH 4 \r 0� - LSD - = -- OH I - - - - X/ - ./ - - - - - --L--- - - - --__ 0!-1=' OH/=- - r (. l W / / J _. . > N 0 0 N I. SW SPRUCE STREET - STORM DRAIN PLAN - STATION 15+00 TO 20+00 N a 1"=20' STORM DRAIN CONSTRUCTION CO o Q KEYNOTES: C� c Z 290 - 290 a Q (520) INSTALL STANDARD MANHOLE. SEE CWS STANDARD o a DETAIL 010 ON SHEET C700. N 521f INSTALL INLET CATCH BASIN (CG-30). SEE CWS �L j STANDARD DETAIL 330 ON SHEET C700. 0 W W 285 285 ,'"" r (522, INSTALL SIDE STORM PIPELINE. SEE CWS STANDARD N DETAIL 520 ON SHEET C701. W W 280 280 U � 3 W in0 z o 275 275 CC 05� r7 p4�F12 03p34 •vC' S STM IA STA=104 90183 EG STREET �I 2g1 SW;SPRUCE ST 5TA=19+89. 9, 5'L N CENTERLINE t SW 72ND AVE STA=20+05.05, 10'L CD = Sp 270 f?IM ^486.(19 270 I 283 09 E T (12" =279.91 IE IN (12" N) OU W) N T PR Opt. 265 3A' F i -~ � 265 6„ .� S c3°' ��GINEF� �0 ., SAM; 15759PE� 0cpv REGON 260 260 1N• ' c��, t. ��RO R1 SM��� 36A143 STM A STA=)02+59.79 RENEWS: 06/30/2022 0 oof 3�, 01 SW SPRUCE $T STA=17+58.95, 6'L THESE DRANINGS ARE THE PROPERTY OF 255 STM A..ST.A=_.02+59.79_ WESTLAKE CONSULTANTS INC.(*0)AND r RIM=271.89 255ARE NOT TO BE(12" MANNER EXCEPT BATH THE WRITTEN Y 0 IE IN E)=265.93 PERMISSION OF*0 IE OUT (12" N)=265.28 Y o WC r mmxmN 250 D 15+00 STATION BASED ON ti OF STREET 16+00 17+00 18+00 19+00 20+000 2 �.. N N d'cn m SW SPRUCE STREET STORM DRAIN PROFILE - STATION 15+00 TO 20+00 C 0 N 0 SCALE:HORIZONTAL: 1"=20' F 1 VERTICAL: 1"=5' STORM SEWER PIPE LATERAL SCHEDULE D H 0 LOT PIPE SIZE/ IE @ IE CO COVER 0 z L. NO. STATION MATERIAL LENGTH SLOPE MAIN STUB CP STUB J O i Lf- < E 0__ 4 STM A 104+26 4" D3034 PVC 35.0' 3.49%* 276.34 277.56 4.34 m m cn vv) 0 5 STM A 103+98 4" D3034 PVC 35.0' 3.38%* 274.64 275.83 4.37 `" �_ o O J 7 CO \ 6 STM A 103+70 4" D3034 PVC 35.0' 5.89% 272.95 275.01 3.48 I c * < a 7 STM A 103+42 4" D3034 PVC 35.0' 3.03% 271.26 272.32 4.40 o N z 8 STM A 103+14 4" D3034 PVC 35.0' 3.71% 269.56 270.86 4.08 N o .--1 \ 9 STM A 103+08 4" D3034 PVC 35.0' 1.98% 269.20 269.89 4.69 THIS RECORD DRAWING REFLECTS w I I m '6- PROVIDED IBY WESTLAKEFOCONSULTANTS, 0 - O N N 4,1 INC. RECORD FI NFORMAT I ON ONLY.OWN FOR w N0 o o Q cc STORM INTAKE TABLE Z o w INTAKE RIM* IE OUT PIPE PIPE TYPE SLOPE LENGTH DS MH STATION AND OFFSET ALIGNMENT RECORD DRAWING SHEET 0 _O z 36A152C 271.24 267.52 10" C900 PVC 20.56% 10.80 LF 17+48.20 (16.50'L) SW SPRUCE ST DRAWN BY: 6-PS DATE: /0 f ED C501 CHECKED BY: as DATE:1'ht� o * RIM ELEVATION OF A CURB INLET (CI) IS THE ELEVATION OF THE TOP OF CURB AT THE CENTER OF STRUCTURE. JOB F+ o0 m mco 2" ou) ♦ w 0 z -: F I II I (�'/,/1 o 1—_ LOT 4— °e(� T Cn We I l ------ I I °a� f z ,� Q. ) OPEN SPACE TRACT C SOT 3 �_ LOT 2 LOT 1 ��< �-I z ♦ `w'a I I,I 501 _ _ _ — — — — — i 502)Ja` X PERINSALL PATH LANDSCAPETPLANDE — - a Ii 72ND AV50 a AC CURB III W200G20 40'5'L W% u. L9 FEET W j , 1J 20+b0 504 16.5' -(504) co o 504) 36A150C Ij i - 21+00 o END 4" SIDEWALK, BEGIN 6" C I z 4I I - o SW 72ND AVE STA:21+34.54 22+00 I 507) 20+00 I I/7 /�% �i/�7f, �i. ,////1: I 23+00 507) LEGEND I CL-CL INTERSECTION VARIES ./// �j,, �j tj SW SPRUCE ST / SA 2 jam,, / STA:22+12.85 I '--lt, I `7 ` ' =-__i-• ram',1_._'' END SAW CUT I I o SS36A085 =SWA72�DDAV - �� -_�,� ro - GRIND AND INLAY r STA:20+00 03 I - / T - CURB RETURN LEGEND �� VARIES °4 -�- _ > N I - / - - - \ - - - - - - - - C1 SW 72ND AVE / SW SPRUCE ST N W �o B - - - - - - - _ SEE SHEET C550. yQ� phi I c> I / W e E SW 72ND AVENUE - STREET AND CURB PLAN - STATION 1+00 TO 2+66.70 = o a 1"=20' STREET CONSTRUCTION KEYNOTES: (J) Z 0 a (501) INSTALL ADA RAMP FOR STANDARD CORNER. SEE CITY OF TIGARD N I= STANDARD DETAIL 128 ON SHEET C702. SEE SHEET C550 FOR L._L Z Lo .-00 .4- ADDITIONAL INFORMATION. W J + 4 W a N °'(.O 0) (502) INSTALL 6" THICK SIDEWALK. AWAY FROM CURB. SEE CITY OF TIGARD 7 300 - `V- �00 STANDARD DETAIL 120 ON SHEET C702. Z W C co w w �/ (503) INSTALL 4" THICK SIDEWALK AWAY FROM CURB. SEE CITY OF TIGARD 1__f_ UN Z o ND d- roo co STANDARD DETAIL 120 ON SHEET C702. IC/N ± CO N > EG CL a (504) INSTALL STANDARD CURB AND GUTTER PER CITY OF TIGARD DETAIL U a Q 295 N Ia- __w '.507295 126 ON SHEET C702. Q I- > cnw d _ i -- Z w 5 w a 4.21% �-`"'_ (505) INSTALL 28' SHARED DRIVEWAY. SEE CITY OF TIGARD STANDARD � N �" DETAIL 141 ON SHEET C702. N. a > M > a 3 6B% __ (C506) INSTALL 11' STANDARD DRIVEWAY. SEE CITY OF TIGARD STANDARD r0 290 290 h 463%_ -- EG 0 BACK OF CURB DETAIL 141 ON SHEET C702 FG ELEVATION TOP OF CURB (C50�j INSTALL AC CURB PER DETAIL THIS SHEET. O O 285 285 PUE R/W R/W 60' EX ROW [ Ep PROF N 280 280 8 30 \� PROF-E., 0 1+00 STATION BASED ON TOP BACK OF CURB 2+00 2+64.80 °`' c GINEF43 1 •_ 1- 5•PE o --0.5'--5' 8'--- 16' VARIES 16'-17' -- 1� -! Ib1111D N SW 72ND AVENUE - TOP OF CURB PROFILE - STATION 1+00 TO 2+66.70 •7 Mq I I SAWCUT �� �9�-EGog� k 5: 21 SCALE:HORIZONTAL: 1"=20' MAX I 0'S ---- 2%-5% VARIES ��"'RD R.S R ' VERTICAL: 1"=5' ids --'- P� 5 M f r RENEWS: O6/30/2022 / LANDSCAPE J �/i�/�/�/A A�r .I" iA5 iA�i /�� THESE DRAWINGS ARE THE PROPERTY OF 4" OR 6" THICK WESTLAKE CONSULTANTS INC.(WCI)AND 2X2" LIFTS LEVEL 2 DENSE HMAC COMPACTED TO 92% (OSHD TM 306) MANNERTEXCEPT TH THE REPRODUCED ANY o SIDEWALK CONCRETE STANDARD CURB OVER 3" OF 3/4"-0 AGGREGATE BASE ROCK COMPACTED TO 95% (AASHTO T-99 OR APPROVED EQUAL) PERMISSION OF WU PLAN AND GUTTER (TYP) OVER 12" OF 2"-0 CRUSHED ROCK COMPACTED TO 95% (AASHTO T-99) Y o OVER 12" OF COMPACTED SUBGRADE m m =m o SECTION B-B - SW 72ND AVENUE - HALF STREET '- NOT TO SCALE cm en car' 0 U N W O H O J a 12" F m o o 6„ 1- N —� o v Z Q -4„ 4„ 1 a o FLOW LINE FLOW LINE a 1- a /s\ m ct o / \ o EXISTcD ING AC m EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING AC In D o J - AC CURB DETAIL CURB DETAIL FOR DRIVEWAY a a NOT TO SCALE NOT TO SCALE cn N I- 0 z o J o THIS RECORD DRAWING REFLECTS N o o 03 o PROV II D DU BY WESTDLAKEFOCONSULTTANTS, o 0 0 0 o INC. THIS INFORMATION IS SHOWN FOR 5 N N Q o RECORD INFORMATION ONLY. - o z N RECORD DRAWING SHEET o z n DRAWN BY: s47c DATE:lbi/W OZ \ z CHECKED BY: DATE:l' '127 JOB NO. �cv 2634-001 0 c. M2- i Do I E. a o. r • w 0 Z ,5+ H 2) '<1 g up W 1-4 rn F V1 EpC) 20' 0 10' 20' 40' y�Vyw1 P a o P O w UFO I I1 „/,,%//( ! , , I LOT 4 i I 1 a z 44 om0 F L 1 _-- I LOT 3 LOT 2 I III 4 • I �/ °. ) t I LOT 1 a SCALE: 1 INCH = 20 FEET ._,_ I , t,. 7------ ---------- I 4�� .-,1 , �000� Ch ��� o I�I x 1 ; a'mI o��w Z d�° � OPEN SPACE TRACT C I 22 I 22 _J a 000� W a�F I V _ 521 - - - - - - -l- - - a f1 I I(I I _ ; 1 1 if yl 22 ➢ �� 36A151C 521 as q z z w- 1 0 e t . 36A150C STORM DRAIN CONSTRUCTION KEYNOTES: tI !11 �. � o; o .q ��� �. .. •c OH - . OH OH , O3_ • r. . • .C524) 520 INSTALL STANDARD MANHOLE. SEE CWS STANDARD DETAIL 010 ON v z I • s 'c 5 OH 36A140C ( ) 11 O 0 >J: - �OH -_ c __ SHEET C700. o - O Ix N m C 12" PVC o y G (521) INSTALL INLET CATCH BASIN (CG-30). SEE CWS STANDARD DETAIL I 20+00 E� POTHOLE TO VERIFY UTILITY r n n'I O . 330 ON SHEET C700. o I, -\ 36A142 CROSSING FEASABILITY 10 21+00 o c /SS36A086 cs (520) 1 o II .- s cn I' I T y 22+00 I 36A141 (522) INSTALL SIDE STORM PIPELINE. SEE CWS STANDARD DETAIL 520 ON N XSS XSS / iSW 72ND AVENUE 1 8" PVC I / �/ ,% ' g / �/ �•` , rn I x / I ,•/ ,/ I/ f/ ///" �//,, /,1 (524) INSTALL AREA DRAIN. SEE CWS STANDARD DETAILS 380 AND 320 ON 1 XW_� I XW XW XW XW /- XW 11/ %, _._ I /� X/;. �/,�i// !/,, SHEET C701. CO C' p x SW 72ND AVE- STREET AND STORM DRAIN PLAN - STATION 20+00 TO 22+20 0 ~ 1"=20' LJ_ 1-7 a Ir 0 0 w U) w 0 > U Z Q 300 300 STORM SEWER PIPE LATERAL SCHEDULE (1) 0 LOT PIPE SIZE/ IE ® IE ® COVER Z o g NO. STATION MATERIAL LENGTH SLOPE MAIN STUB CO STUB CD_ r 295 • 295 1 STM A 106+63 4" C900 PVC 30.0' 2.13% 286.56 287.20 4.67 cn 36A142 2 STM A 106+37 4" C900 PVC 30.0' 2.887* 286.09 286.95 3.82 STM A STA=104+90.83 EG STREET - 0 SW 72ND,AVE STA=20+05.01, 10'L CENTERLINE _-...ti / 3 STM A 106+11 4" C900 PVC 30.0' 2.09% 285.61 286.24 3.44 SW SPRUCE ST STA=19+89.99, 5'l ACTT Mlrn CI nor 290 RIM=286.09 , 290 IE I�.� N (121 N)=283.09< -` IE OUT (12" W)=279 91 - _- 1 ._- STORM INTAKE T PROFF ABLE _ 1.82% INTAKE RIM* IE OUT PIPE PIPE TYPE SLOPE LENGTH DS MH STATION AND OFFSET : I: :E tr 285 4LF123034PVC, S- 285 3640C 28984 85725 )'L r kohl o ! STM A STA=106+93.67 36A150C 294.05 290.35 10 C900 PVC 56 4 % 6.50 LF 21+97 29 50 SW 7 AVE �90REGONo� W 72ND AVE STA=22+-0'85,-i0'L �Fp N. 21 19 Rl�n 2 4 2%# 'pi/ . o _... __ _ - _ t --. --_ - "` IE IN 10" W 287.20 36A151C 287.65 284.34 10" C900 PVC 6.82%* 7.00 LF 20+42.80 (17.001) SW 72ND AVE D R. 5•1` 0 280 - -- _ - - 1 - IE OUT (12"-S)=286.79 ---- 280 * TOE K�FLOPE A CURB INLET (CI) IS THE ELEVATION OF THE TOP OF CURB AT THE CENTER OF STRUCTURE. RENEWS: 06/30/2022 N i8" PVC SANa THESE DRAWINGS ARE THE PROPERTY OF WESTLAKE CONSULTANTS INC.(WCI)AND ARE NOT TO BE REPRODUCED IN ANY U MANNER EXCEPT WITH THE WRITTEN PERMISSION OF WCI 220+00 STATION BASED ON 4. OF STREET 21+00 22+00 22+205 0 N 0•• o LY F CD CDs m U 0 SW 72ND AVE - STREET AND STORM DRAIN PROFILE - STATION 20+00 TO 22+20 N N Li- o SCALE:HORIZONTAL: 1"=20' to VERTICAL: 1"=5' O I z Q I a o w a I~- d ~ ce co cn m (/) 0 N I- W C J_ o o J TO c TO I o ml o)Q N Q U Q r H ZN C: F- N EL - Z r o J i THIS RECORD DRAWING REFLECTS o w CO AS-BUILT FIELD INFORMATION o , i o , N N o PROVIDED BY WESTLAKE CONSULTANTS, INC. THIS INFORMATION IS SHOWN FOR N RECORD INFORMATION ONLY. Lu - o O ,, z RECORD DRAWING SHEET 0 DRAWN BY: SOS DATE: ('/Z° C503 \ CHECKED BY: NS DATE:IN371� JOB NO. oN 2634-001 0 tb cv� ??gm a o CZ.' J-.' • C • H W a r, U cn x6 i w Fa r z * r6 4" V1 Ems'" FpW 0 44 i i o• gh . 'o z�JJI ASS I �J- I I .°a II 0 cn _ I, N 6 O I• -i I I I d° • ° _ �O�@ ZJ" N.24 I I QI, N POTHOLE TO VERIFY UTILITY_-_--�-- I I I I Via: I �� c8 o �i SS I:SS •S CROSSING FEASABILITY I I as 1 20' 0 10' 20' 40' 0000�o N. W a,-.F I ' LOT 13 I LOT 12 a°� X x II END 6" SIDEWALK, BEGIN 4" III I d°a f PRIVATE STREET STA:1+28.56 I °;, ��� I I I °Q° �; SCALE: 1 INCH = 20 FEET 523 i - 22)_-J I Q° 7 1 IAA, 111• I L 524 LOT 14 36A145WQ I i 5 ;a°a z I o II 36A143' C X STREET CONSTRUCTION KEYNOTES: 36A144� CD i PI G/: ,R I.A, _ PVT ill'-- °° INTERSECTION ��I n --- - ----- -- I °a. CL-CL ^^ ____ PRIVATE STREET 1 0,✓ 1U 12' r\C H I( a:4 W 1 °' I (504) INSTALL 4" THICK SIDEWALK ADJACENT TO STREET. SEE CITY OF STA:I+OO.00 j �_• *uu 5, O f O 1 .;a (! TIGARD STANDARD DETAIL 120 ON SHEET C702. = SW SPRUCE ST , I �p PVC I- -I- I *I STA:17+63.95 S > ss SS �S SS S " SS S S N (507) INSTALL 20' COMMERCIAL DRIVEWAY. SEE CITY OF TIGARD STANDARDet 1 * ,K/ J SS ss DETAIL 143 ON SHEET C702. N 01 ,f r i e.. .,..e 5 TREET r a ° I�'/ T 504 -=-- ` - -- STORM DRAIN CONSTRUCTION KEYNOTES: CO z I fU , 1 I LOT 9 I.- C --�(504) T p Q I I A' I d I--r-------- -- - I 504 •_= 'SPACE I I 5 7) I 1 1 TRACT"@' (520) INSTALL STANDARD MANHOLE. SEE CWS STANDARD DETAIL 010 ON p Z I / I I I I SEE PRIVATE ACCES ROAD- 1 1 ��+ I I I - 522) 1 ® 1 SHEET C700. 0' Q I DETAIL THIS SHEET Q J Jr.I, drj /F/ S x1 S '. •,.,5 1 r- ���� I ���� I * Ii (522) INSTALL SIDE STORM PIPELINE. SEE CWS STANDARD DETAIL 520 ON � i-' 1 1 I SHEET C701. PRIVATE STREET - STREET AND STORM DRAIN PLAN - STATION 0+70 TO 3+00 (523) INSTALL WATER QUALITY MANHOLE. SEE CWS STANDARD DETAIL 250 W Iw 0 ON SHEET C700. 1"=20' z N (524) INSTALL LYNCH STYLE CATCH BASIN. SEE DETAIL ON SHEET C701. ^/ N LL W 0 285 285 O D Q Cr o 0 U (an W 0 W o + N STORM SEWER PIPE LATERAL SCHEDULE CD N 280 - --c _ua mr0 a V. 280 r7 N ,- + N w LOT PIPE SIZE/ IE ® IE CAD COVER Z M LENGTH SLOPE - + CV > FG STREET `" w NO. STATION MATERIAL MAIN STUB CP STUB r w -I CENTERLINE 5•ii 0- 10 STM B 100+10 4" D3034 PVC 25.5' 5.26% 268.17 269.51 4.40 - 275 I- Lu, EG STREET121- - � � a CENTERLINE - 275 11 STM A 101+46 36A144 4" D3034 PVC 25.5' 4.35% 269.12 270.23 4.17 a o a d a 1.50% O 2- -- 12 STM A 101+46 36A144 4" D3034 PVC 10.5' 2.00%* 268.83 269.04 4.16 13 STM M B 100+08 4 2.00%* 268 16 268.37 4.41 N 270 li ___ 270 nccirklcnci noc D3034 PVC 10 5 o PROP o �`F�c�GINEF� Cif 114.00Lh 12"D3034 PVC, S=(0.51%)_ STORM INTAKE TABLE 15759PE 265 _ 265 t 1001Z" 0 �I 36A144 INTAKE RIM* IE OUT PIPE PIPE TYPE SLOPE LENGTH DS MH STATION AND OFFSET ALIGNMENT •" GON STM B STA=100+36.00 m v `V 36"WAT PRIVATE DRIVE 'STA=2+55.01, 5'R RIM=274.43 PVT 273.18 270.10 10" C900 PVC 98.53%* 5.00 LF 20+43.31 (235.99'L) SW 72ND AVE Fp1 9�' qA'0 21,1g0'� R. SN 0 IE IN (4" E)=269.12 *'IRIDESLONE5016I013E A CURB INLET (CI) IS THE ELEVATION OF THE TOP OF CURB AT THE CENTER OF STRUCTURE. 260 -lE-1N (4" -W)=268_83 --------- 260 RENEWS: 06/30/2022 O 36A143 IE OUT (12" S)=267.93 pL PL THESE DRAWINGS ARE THE PROPERTY OF WESTLAKE CONSULTANTS INC.(WCI)AND o STM A STA=102+59.79 36A145WQ : 26' TRACT D ARE NOT TO BE REPRODUCED IN ANY z 36.00LF 12" D3034 PVC, S=(0.36%) MANNER EXCEPT WITH THE WRITTEN Q PRIVATE DRIVE STA=1+05.00, 5'R STM A STA=101+45.79 : PERMISSION OF WCI SW SPRUCE ST STA=17+58.95, 5'L PRIVATE DRIVE STA=2+19.00 5'R 10 4 RIM=271,89 m.,. STM B STA 100+00 00 255 0.5 10 5 O.5' N v, 255 �I Imo- o.. 0 IE IN (12" E)=265.93 ---- .. ..... .---.. RIM=273.94'---- -_-- -----_. --_ ------- I I m m ='m H IE OUT (12" N)=265.28 IE IN (12 S)=264.70 I > IE IN (12" N)=267.80 2'7o,* a IE OUT (12" W)=265.57 Mqk 2.00% 2.00% 2% 2\ o o a} :::: 60.20 o2 0 4P701+00 STAON BASED ON 4OF STREET 3+00 21 .\\�.,�\��, .\\�\\,\\\A.,�A\�\\�\� '�q l 11 0 3-1/2" LEVEL 2 DENSE HMAC (2 LIFTS) COMPACTED TO 92% (OSHD TM 306) 4" THICK PRIVATE STREET - STREET AND STORM DRAIN PROFILE - STATION 0+70 TO 3+00 CONCRETE M OVER 3" OF 3/4"-0 AGGREGATE BASE ROCK COMPACTED TO 95% SIDEWALK o m I(AAHSTO T-99 OR APPROVED EQUAL) z Q SCALE:HORIZONTAL: 1"=20' Q o VERTICAL: 1"=5' OVER 12" OF 1-1/2"-0 AGGREGATE SUBBASE ROCK COMPACTED TO 95% (OSHD TM 306) z OVER 12" OF COMPACTED SUBGRADE F ce SECTION C-C - PRIVATE ACCESS ROAD co m W o NOT TO SCALE 0 = m o m 0 a U N a F i cZv L J z I-, 0 L., THIS RECORD DRAWING REFLECTS N o o w O AS-BUILT FIELD INFORMATION zz 0 0 o PROVIDED BY WESTLAKE CONSULTANTS, N N N I INC. THIS INFORMATION IS SHOWN FOR > Q RECORD INFORMATION ONLY. rr - 0 d i RECORD DRAW I NC SHEET o DRAWN BY: SPS DATE: C504 \ CHECKED BY: LDS DATE: (DhltD JOB NO. 2634-001 0 �T�'1 i 275 275 Z o0 CONNECT TO EXISTING CB aI Iti\ Z d o I a c.;G too 1 x EG PIPE 1 o0 520 _� 1 1 I 36A149 _ 270 CENTERLfNE 270 I I x PIPE ENDS HW - I36AO41C 4 1 I H1  ' r 0, 0 I� zh ti 5.5' ice ' FG PIPE I Z -, x c>l , I 1 20' 0 10' 20' 40' -' 1 �+ I z 265 '" , CENTERLINE - 265 W I I 1T 1 1 Sr' 3.94% I1 I' Y x C900 P C' p tlt IX II I + - I I I SCALE: 1 INCH = 20 FEET 143.75LF 12" 1 IIA 1 i STORM LINE 'B' z I xx F • ♦ cWiac��T A l S I 260k HEADWALL 260 E-1 Z x I SEE SHEET C520 FOR MORE I w�� • II o I I N R 1 1 DITCH INLET INFORMATION I 36A145P a in 1 ! �,� K. IE=259.90 36A14WQ a 91() I I I- -,, I I 1I (521) N I STM A STA-101+45.79 ZO W g .M t �������������.��� 36A153C 255 PRIVATE DRIVESTA=2+19.00,s5'L 255 U W u1 I11 x sx•1 RIM=273.94 a Z z \v IE IN (12" S)=264.70 ��� ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° �� a F I 1I1 3 `r 4 8 x I ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° < ° ° ° 1 IE OUT " W)-26 .�� 00��0� W 0 iv nl , / x I11..,. na ° ° °.° ° °�°a° ° ° °°°°°°°° °°°°° IE IN?(12 )=265. ,' 1 STORM i aaa SUMP=261.63 1 el//// A I`I'; TRACT A as 100+00 STATION BASED ON PIPE 101+00 101+700 Imo, 0) - -1 I . ' n = � o ' 1 ! /f, POTHOLE TO VERIFY UTILITY I °d ' 36A148 CROSSING FEASABILITY II STORM LINE 'A' STORM DRAIN PROFILE - STATION 100+00 TO 101+70 Z , IS X J 1 ECI 1 - p I / *c .' e . - -U Qaa :" .h SCALE:HORIZONTAL: 1"=20'• 1 SS SS .S °, LOT 18 522a a 1 it °� nJ °° (I I 270 270� IA I I 36A147C ^ST1 D STA=101+5L8�, - 36A149 SW SPRUCE ST STA=16+07.39 43 6LMCe 0- 2 0 6 EG PIPE W'. ° STM D ST4=100+22.36-LI • • j LOT 17 522 °° IE 1 �10 RN)�2566 265 _ °° 265 SW SPRU£ sT STA=15�+fi5:96�L CENTERLINE °1' IE OUT (12" S =27 p Z ° RIM=257.9J ) Q I SS x °°SS ..SS J lo I 45 I ad° �1 IE IN (12" iE)=254.90 �' �C I II , I iaa: (II IE OUT (12r' S)=254.80 Z I ti Ij : . :� . ..1. f__------------- -- ----; I aaa "` I IFG PIPE J SS SS .S I I °a 260 -. CENTERLINE 260 H 1 /� D i I 1: \ I I I � Y� e I'.`: LOT 16 ' i °a W w 522 1 I ea_ _,,,„, T 36"WAT m 5` i i ° �x I c�I I � q I Qe 94.lOLF 12 C900 PVC N I /, ! - f- -- --- I W 25� 37 75LF 255 Q I 12" D3034 PVC I i s= o. s% J E o z I ill 1 I I I STORM LINEI'A'I I as I _ ? 36A148 ( 10.36LF Z LOT 15 ® I I ° STM D STA=1O1+14.26 a a` x 1 I °° x 10" D3034 PVC ail °° SW SPRUCE ST STA 16+07 39 6'LCX I ---- -SS Nz SS Rlt�, 263.13 S (0.00%) 50 (n CI 7 N m of 1• 1 I I i I i E° 250 IE IN (12"�1 =256.31 -2 M i alai N- m 1 1 I I W d° 36A041C 7 O --- -----__-__�_ ° IE.OUT (12" W) 255.82 ZCE 0 0 I e - I I I I a° STM D STA=100+00.00 36A146C O = SS• S °a SW SPRUCE ST STA=15+15.86, 18.3'R STM DSTA=101+62.2 ^ , f-L_J) x 11 I y LOT 13 LOT 12 i a° x RIM=257.15 SW SPRUCE ST STA=16+07. 9, 54'L I__L i LOT 14 ® I Li I a°° IE IN_.(12" N _254 20 RIPS 258.21 ^ �.. j I I aaa 245 IE IN (10" E) 254 20 IE OUT(10" S) 256.66 245 I__I� Lo I ° 0 I o ! f f I I I (523) I I i aaa° ! IE OUT (10" W)=253.90 O � L_ 36A145WQ r x 0 o tI j �0 z ^1 y - - - - - - - - a'' I 1.1 100+00 STATION BASED ON PIPE Q 101+00 101+82.28 11 �, ® PRIVATE STREET _ O �40 PROFFS I GINfF `b N \ it\ 1I z SD 01 I t%. SS SS SS SS SS SS SS SS 0 I ,s , j I I e 1 ss SS Q STORM LINE 'B' - STORM DRAIN PROFILE - STATION 100+00 TO 101+82.05 �� 15759PE T • • o \\RR III �� •-_ _� -- SCALE:HORIZONTAL: 1"=20' vORVVVEGON VERTICAL: 1"=5' 0 ' 41' �. ,�' I I •.-EN'SP.ACE I t /V 21,10 sx -II L,1 I,„ % W I . • I r LOT 9 7 I I •TRACT B /qRD R. SO' • ,, � .. I 1 a �1 �/f1 ' I , e. 1 I I RENEWS: 06/30/2022 j 'S X is' +� S I L I 1 I `LOT-1-0-I i LOT-�1--I s THESE DRAWINGS ARE THE PROPERTY OF 0 I III IY/1_ Y _ I 1 I I ' „ ARE OTETO CONBE SULTANTS INC. �N GI)�AND 0 '1- PERMISSION EX OF EXCEPT THE WRITTEN STORM LINE 'A' AND 'B' - STORM DRAIN PLAN - STATION 0+70 TO 3+00 Y Q 1"=20' m m LP' ,,` 0 a O Q> 0 STORM SEWER PIPE LATERAL SCHEDULE om VI NOT STATION MATERIAL LENGTH SLOPE MAIN STUB ®�TUB P. - STORM DRAIN CONSTRUCTION KEYNOTES 14 STM A 101+14 4" D3034 PVC 7.5' 15.32% 264.66 265.81 4.52 o Z L. 15 STM A 100+88 4" D3034 PVC 7.5' 10.86% 263.64 264.45 4.69 , a o z (520) INSTALL STANDARD MANHOLE. SEE CWS STANDARD DETAIL 010 ON rL o 16 STM A 100+62 4" D3034 PVC 7.5' 10.00% 262.61 263.36 5.03 ~ mcc SHEET C700. * j N N U 17 STM A 100+36 4" D3034 PVC 7.5' 1.87%* 261.72 3.59 w w _I o 0 (521) INSTALL INLET CATCH BASIN (CG-30). SEE CWS STANDARD DETAIL 0 o_ 330 ON SHEET C700. 18 STM A 100+10 4" D3034 PVC 7.5' 1.87%* 260.56 260.70 1.97 m m N <o (522) INSTALL SIDE STORM PIPELINE. SEE CWS STANDARD DETAIL 520 ON * nFSI(;NFn SI OPF ¢ r¢- SHEET C701. o (523) INSTALL WATER QUALITY MANHOLE. SEE CWS STANDARD DETAIL 250 00 0 -1 ON SHEET C700. STORM INTAKE TABLE THIS RECORD DRAWING REFLECTS o w TH INTAKE RIM* IE OUT PIPE PIPE TYPE SLOPE LENGTH DS MH STATION AND OFFSET ALIGNMENT AS-BUILT FIELD INFORMATION o N N o 1 o PROVIDED BY WESTLAKE CONSULTANTS, 2- o o (n 36A153C 262.33 258.60 10" C900 PVC 27.11% 10.62 LF 15+91.47 (16.50'L) SW SPRUCE ST INC. s a N Q RECORD IS INF INFORMATION ORMA TM ON IS ONLYSHOWN FOR. o cc * RIM ELEVATION OF A CURB INLET (CI) IS THE ELEVATION OF THE TOP OF CURB AT THE CENTER OF STRUCTURE. w RECORD DRAWING SHEET o z DRAWN BY: ,515 DATE: I®ho C505 \ CHECKED BY: BIZ') DATE: 1Dil1IA JOB NO. oN 2634-001 0 o0 1 m� m'.° P., o0 • 5, / � � I — _ _.� _ — _ � �� O F �p 14-tea- a 4 4 © w ■ , / 4 a a 4 a 4 a a a4a44 ' 4 ' 4 - 4 4 4 4 • 4 — — W C) a a 4 a a a a 4 a a 4 a a a a 4 4 a a 4' 4 ' 4 ' a ' 4 4 4 . a '. a -.-4 —__x_____ i��j I I �� 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4- 4 4 EI 4 Q • '• 4 4 4 4 4 4 4 4 4 4 4 — --- o 4 + 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4i 4 4 4 4 4 4 4 4 4 4 4 . 444 4/4 4 4 k - o ■ �.- 4 . . . 4 44 4 , 4 4 4 . 4 . 4 - . 44444444 ./4444444444444 • 4 •' 4444444 = ~ - �( -. I ,t O I . . . . 4 4 . 4 _ 4 4 - 44444 44 - �4 • ,..„:„.„, 7 � ,_ x i �� FENCE 75 \* . -, �. 0_ } dik E _ ` - 4 4 ' x � Wow ,,./" - ■a op, GATE _+±-+ + ��+ r I tw 0 ?gip 4 4 4 o� �` 6 f � \ 1 258 + + + -I + �+ + + + * V� ?6? 4 4 4 IG I7 ' , 0 \. i 71 ii, �1 + + + + + + + + + + + + + + + - - - + + + + + + _ / ?s7 ,. .1.1 • 10 0 5 10' 20' �W - \=1 iii -+ + + + 2 $ ++ + ++++++ + + + + ++,fit RAO� ++ 1 260 4 4LIE 1111=111111.. / � � 5� + +?g + + 4 ik V \j',LI / -- 1. �� %;.'4, 1104. _1 A 0� �� + + + + + + + + + + i 4 4• CONSTRUCTION [BEY NOTES � /p264 6� — i� +++ + + , +� + +� + 4 4 Ix /--, _ I 0 �� + + + 262 • Oj INSTALL 4' TALL SLACK VINYL CLAD CHAIN r1 S� / SS 41 ���� ■ 4 + + + + + + + 4 L LINK FENCE AROUND WATER QUALITY / Y I I 263 + + + + + + + + + + I 4 4 4 FACILITY WITH CONCRETE DRIVEWAY AS /, / / p GO—— 00 / + + + + + + + + 4 4 II / </ / B • t +++++ �� ++ ++ ,_ + t ' 4 4 4 C701.SHOWN. SEE CWS STD. DTL. 740 ON SHEET x -� A / ©. TRACT A + + + ' 4 4 X / O INSTALL 7 WX4L X1.5D' CLASS 50 RIP RAP ` 1 11265 / ' ' XI OUTFALL (APPROX. 1.5 CY) PER CWS STD. C I Z; + + 4 f /'1 / — f ` - / + + + + 4,I 1 �' ' DTL. 770 ON SHEET C701. l.J J m\ z 65/ I ■/ • ' ,;Y➢� ' 4 ' 3 INSTALL OUTFLOW CONTROL STRUCTURE PER > d 2 + a- + + 4 / � I ■ � 4 4 �� CWS STD. DTL. 720 ON SHEET C511. N --� -- W .� ++++++ 1 4 4 SPACE 1 x r \ I / LOT 18 4 x �• / - / ++ + + + +++ 4 TRACT B X 4 INSTALL ORIFICE SLATE AND GUIDE WITHIN CD x / ■ ++ ' 4 4 . O DITCH INLET PER CWS STD. DTL. 730 ON j I '000 11,3 I 4 SHEET C511. W C Q M- / 7- ��II rr 4 4 �I (�'I x I -� i + + ++ + 45+8++++,- + + �► 1 ' 44 4.4 ' O INSTALL HEADWALL WITH 15" DI SLEEVE. SLIP a. -- LOT 17 4— LINE 12" C-900 PIPE AND GROUT FLUSH p' b .1I I f _ ■ '47/ 51 ♦ lir 4 4 4 - x WITH WALL FACE. Z 266 - 260 •0 • 4 4 © INSTALL CHAINLINK FENCE. SEE CWS STD. F x ( ■ ( 4 4 4 DETL. 740 ON SHEET C701. F= Z lbal I / y- I 111 4 a 4 I O INSTALL TX4'X4"CHICK CONCRETE SPLASH J 4 4 4 PAD WITH 4 CURB COMPLETELY ' I W a :� 266 4 4 8 1 d / xX O NO SHRUBS OR TEES TO BE PLACED LtJ SS S v a T S S'a —BS 4 WITHIN 10' OF INLETS OR OUTLETS. z H / L ■ / 267 .n1 -- ---`---.--- / 71 I I --- 4 4 U U �ICD� �� 17 444 LL CD a- ce PL PIL V) M 28.5' 1 o N O I v I � M N � EXPOSED _EXPOSED WALL M HEIGHT HEIGHT VARIES I WATER QUALITY FACILITY PLANT SCHEDULE r VARIES 10.5' (SEE SHEET C511 FOR PLANTING DETAILS AND NOTES) (-�5' PATHH i__I_I z _ HERBACEOUS PLANTS WATER QUALITY FACILITY TREATMENT AREA: 2259 SF N 20' *FENCE-� SLOPE VARIES O FENCE f 0.5' \ ( I SYMB BOTANICAL NAME COMMON NAME(S) MIN.SIZE/TYPE QTY. SPACING NOTES o _ 2.5' + + 6"x 1"DIAMETER PLANT AS AN EMERGENT 0.5' ,,iv\ + + - CAREX OBNUPTA SLOUGH SEDGE 3388 6 PER S.F. o v 25-YR = 260.59' + + ROOTED PLUG MIXTURE,MIXING SPECIES RANDOMLY THROUGHOUT �co + + JUNCUS PATENS SPREADING RUSH 3388 AREA,&PLANTING GROUPS F3� FF iA 'V 10-YR = 260.46' 6"x 1"DIAMETER PRO o , - v 2-YR = 260.12' _ + + ROOTED PLUG \ 3'/ SLo �; WQ = 259.25' I SCIRPUS MICROCARPUS SMALL-FRUITED BULRUSH 6"x 1"DIAMETER 3388 SPEC ES TOGETHER.F 5 PLANTS OF ���� F�GINeE 02� Mqk F ,, ROOTED PLUG 15759PE o - - - SOP + + 6"x 1"DIAMETER 111za 3'•1 PX I BIDENS CERNUA NODDING BEGGARTICK 3388 71 N M ROOTED PLUG OREGO RETAINING WALL SECTION A-A QTY = (2259 SF TREATEMENT AREA)*(6 PLANTS PER SF)/(4 SPECIES) = 3388 PLANTS PER SPECIES ��.1) R. SM� Q NOT TO SCALE SHRUBS WATER QUALITY FACILITY PLANTING AREA: 4142 SF a *FENCE POST IN GROUND ADJACENT TO WALL FACE. RENEWS: 06/30/2022 z BOTTOM OF CHAIN LINK FENCE TO MATCH TOP OF WALL. TRACT "B" THESE DRAWINGS ARE THE PROPERTY OF SYMB BOTANICAL NAME COMMON NAME(S) WESTLAKE CONSULTANTS INC.(WO)AND MIN.SIZE/TYPE QTY. SPACING MIN. HEIGHT ARE NOT TO BE REPRODUCED IN ANY V MANNER EXCEPT N1TH THE WRITTEN CORNUS SERICEA SSP. RED-OSIER DOGWOOD � PL PERMISSION OF WCI O SERICEA 2'!1 GAL.CONTAINER 22 4-5'O.C. 2' N 6- 9 )- FENCE TRACT "A" -- .,,,"-A O PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 2'/1 GAL.CONTAINER 24 CLUSTER 3' m vm o PL • SYMPHORICARPOS ALBUS SNOWBERRY 1.5'/1 GAL.CONTAINER 24 CLUSTER 2' o a} S -�0.5' I n 0m rD o ( SPIRAEA DOUGLASII DOUGLAS'S SPIRAEA 1.571 GAL.CONTAINER 24 CLUSTER 1.5' o SLOPE ■ o MATCH EXIS�N� �� WATER QUALITY FACILITY PLANTING AREA = AREA ENCLOSED IN WQ FENCELINE - WQ TREATMENT AREA �� i�" QTY = (4142-2259= 1883 SF PLANTING AREA)*(0.05) = 94 SHRUBS m �I 4.00' \ I '' TREES a o E� WATER QUALITY FACILITY PLANTING AREA: 4142 SF (TRACT AREA - PUE) < F i EMI \ Py' 12" MINIMALLY a o E� ♦ 25-YR = 260.59' „!0 F- COMPACTED SYMB BOTANICAL NAME COMMON NAME(S) MIN.SIZE/TYPE QTY. SPACING MIN. HEIGHT m w Fr -,� ♦ 10-YR = 260.46 � T' S1 TOPSOIL 1- o ♦ 2-YR = 260.12 r %:/ 5. MIXTURE FRAXINUS LATIFOLIA OREGON ASH _i 0 o _ 3'/2 GAL.CONTAINER 6 10'O.C. 3' �� �� v WQ = 259.25 T � -COMPACTED m i a a Itmam/ 'TaR' F SUBGRADE o II .'3: dl $ 3�, 7 G q j.�'' * RHAMNUS PURSHIANA CASCARA 2'/2 GAL.CONTAINER 7 10'O.C. 2' Q Mqk F` ��"� +`" 0ACER CIRCINATUM VINE MAPLE LT PERMANENT POOL DEPTH ® ELEV 258.40'=0.4' 2'/2 GAL.CONTAINER 6 10'O.C. 3' z o z RETAINING WALL SECTION B-B QTY = (1883 SF PLANTING AREA)*(0.01) = 19 TREES THIS RECORD DRAWING REFLECTS o 11.1 CO NOT TO SCALE AS-BUILT FIELD INFORMATION o 0 o I PROVIDED BY WESTLAKE CONSULTANTS, f o o INC. THIS INFORMATION IS SHOWN FOR 5 N Q RECORD INFORMATION ONLY. o Z N O RECORD DRAWING SHEET DRAWN BY: D DATE:' Ci1?Y C510 \ 5 CHECKED BY: ( 5 DATE:1?'V JOB NO. oN 2634-001 0 C7 �� 00 I aD� m� D o B 28 3/4" i 27 3/8~ 1 CONSTRUCTION I 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended • SEE STD. DRAWING NO. 400 A �i i l i A I' AL IL 3" topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer Zy A A amendments. FOR FRAME AND GRATE W r. E 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the III-� 1/z'X 3'BOLTS-�-I rrd TYP. Swale cross section,fabric shall be held in place in accordance with the manufacturer's =III 1/4"V 2 EACH END 2 1/2• Iii 2 1/2"x 1/2" installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. WALL SECT ON AND t >" FLOW32 1/2" ti QI ii SQ.EDGE FLAT BAR INTERIOR DIMENSIONS _. MAXIMUM WATER SURFACE ELEVATION ( a. Treatment area-high-density jute matting(Geojute Plus or other approved equal) IN ACCORDANCE W TH w STD.DWG 390 3"MINIMUM b. All other areas-TDw-density jute matting(Econojute or other approved equal) a !. .I iijmTH = WHEN USED FRONDE.4,( x 51 a za 3"X 21/z•x,/a" SECTION A-A 3 FRAME: GRATE PER I swuc BORON PERMANENT POOL DEPTH Up�,� TYP ANGLE 3. 2.5-3 inches of 2"-4'river run rock shall be placed over the matting evenly throughout the STD.DWG 400 E-1 z c't 3/16^ \ 3/14 length and width of the swale. ~ ' P�"��, H Ho°' !! ! 1 4. Plant materials shall be placed in accordance with the plan and plant table as shown on 'I �� Ch o PLAN approved plans. oa I \V/ / Cf2z a`"w STORM SEWER OUT `���' �o �Ihllk?II'�111? II' I r PLAN 5. The water quality Swale treatment area plantings can be deemed"substantially complete" I .�4 �, \j\�j��/j�� Q W U o 1, zd p M PLATE AND N \\ �\/.\\\ • FINISH GRADE ,41 MAX 30' .11 once active green growth has occurred to an average growth of 3"and plant density is an 'GUIDE(SEE ��, ANCHOR TO WALL WITH 'W� i, G FLOW INVERT � 'I�. _ DRAWING NO.730 a STAINLESS STEEL RISER H average of approx.6 plants(minimum 1-inch plugs or equivalent)per square foot. a CLAMP oR 2"MIN.STAINLESS �� C7 ��y. Ill 60" 27" 16. The facili shall be deemed acce table to be n the maintenance eriod when lant owth / STEEL BANG AND STAINLESS � Z cytS' P Si P P i ��� STEEL ANCHORS.MINIMUM OF „ w V-9r-II aii 2'MIN. 2'MIN. MAXIMUM 1111 and density matches the engineer's design as shown on the approved plans and all other : z PLACES.6 FOR pre uirements have been met. The en ineer must certi the facili to be functional,in 'e ;o-18• POURED IN21" II II I q gMAx. s LnaniMAX. B B accordance with the approved plan design to begin the two-year maintenance period.REINFORCEMENT .71LimiFOR PRE EEL • CAST t_ ASECTION B-B MAINTENANCE `. •A' " 4 'a�a A'' " z SUMP ,6• UMP - 1. The permittee is responsible for the maintenance of this facility for a minimum of two years SECTION A-A O following construction and acceptance of this facility per Chapter 2. CLAMP DETAIL 6" - I"SELF TAPPING CONCRETE 2 1/2"x 1/4"SQ.EDGE FLAT BAR 2. Irrigation is to be provided per separate irrigation plan as approved. ANCHORS,PHILLIPS 5-12 OR / / APPROVED EQUAL. 6" 24" 6"►-- --► 6" 27 3/8" 6"1--- 32" �// TYP.GRATE DAR(17 EA.) Note:Irrigation needs are to be met using a PERMANENT IN GROUND irrigation system "X 1-I"STAINLESS STEEL 31 1/4" with a timer during the dry season. Systems should be winterized during the wet season to SECTION A-A SECTION B-B assure longevity and guard against damage from freezing temperatures.Water source shall J N 3/16" TYP be as shown on the approved plans. NOTES: D 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice Cb / 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 1 annually(Spring and Fall). The landscaping shall be evaluated and replanted as necessary NOTES: Ca 1. CONNECTING PIPE AND TEE SHALL BE 4"; 6", OR 8" AWWA C-900 OR ASTM 3034 PVC,AND 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. 2 1/2"x 3/8" / to ensure a minimum of 80%survival rate of the required vegetation and 90%aerial ONE SIZE LARGER THAN THE ORIFICE OPENING. O J 3. PREIRCAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED SQ.EDGE FLAT BAR 3"C.TO C. coverage. Non-native,invasiveplant species shall be removed when occupying more than 2. MAXIMUM ORIFICE OPENING SHALL BE 6" DIAMETER. WIRE POUREDMEETIDG ASTM EA CONCRETE g ' p py g 3. STRUCTURES SHALL CONFORM TO STANDaD DRAWING NO. 390 DITCH INLET. 4. ALL IN PLACE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND PLAN 20%of the site. 4. FRAME AND GRATE SHALL CONFORM TO `TANDARD DRAWING NO. 400, DITCH INLET FRAME CC .--- SLUMP OF 2" TO 4". AND GRATE. 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth W INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. NOTES: - 5. PLATE AND GUIDE SHALL BE SECURED FLL)SH AGAINST WALL OF STRUCTURE AS APPROVED. STANDARDS AS SHOWN ON DETAIL#400 occurs within the two-year maintenance period. 6. MAINTAINANCE ACCESS REQUIRED TO WITHIN 10' OF CENTER OF BOTH STRUCTURES. ^ P 0 FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 7. FOR APPROVAL OF ALTERNATE STRUCTURES SEE SECTION 1.17. ` r' W DITCH INLET i . DITCH INLET W w J WATER QUALITY SWALE OUTFLOW CONTROL Z I- U CleanWatxr Services FRAME AND GRATE aeanWater Services CONSTRUCTION & MAINTENANCE NOTES ( ean'aIer Services STRUCTURE aeanWal,er Services u REVISED 05-07REVISED 12-08REVISED 11-06 DRAWING NO. 390 DRAWING NO. 400 DETAIL NO. 710 REVISED 12-06 DRAWING NO. 720 O U CD0 0 INVASIVE SPECIES REMOVAL (WATER QUALITY FACILITY) POST-PLANTING EROSION AND WEED CONTROLCD N N 41s"STAINLESS STEEL CHAIN OR CABLE N') ATTACHED TO ORIFICE PLATE AND 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 STRUCTURE AS APPROVED.CHAIN OR CABLE7 SHALL BE SMALL ENOUGH TO ALLOW ORIFICE RIPRAP: ERADICATED ON THIS SITE. PRIOR TO PLANTING THE WATER QUALITY FACILITY, HYDRO-MULCH TO PROVIDE FOR WEED AND EROSION CONTROL. THE MULCH SLOT SHALL BE Z vs 1"X5"CENTERED PLATE TO BE REMOVED FROM GUIDE.ORIFICE THE BLACKBERRY WILL BE MOWED OR HAND CUT, AND THE STUMPS PAINTED WITH MATERIAL SHALL MEET CWS STANDARDS. THE MULCH WILL BE RAKED SMOOTH t` FROM$NH PEPLATE AD IDE TO OR Ya"BE STAINLESS ACTURSTEEL •ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. AN HERBICIDE SUCH AS GARLON 3a OR AN APPROVED EQUAL. THE HERBICIDE THROUGHOUT THE ENTIRE PLANTING SITES, BUT IT MUST NOT COME IN CONTACT CI_ •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. rlile711.11.1.1musins, •ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. WILL BE APPLIED TO THE CAMBIAL TISSUE WITHIN 5-20 MINUTES OF CUTTING. WITH PLANT STEMS. CI- SOIL PREPARATION (W.Q.F.) WATER QUALITY FACILITY (W.Q,F.) MAINTENANCE NOTES O 2" RIPRAP INSTALLATION: o •EXCAVATE BELOW FINISH GRADE TO DEPTH&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 GEOTEXTILE FABRIC. ACCORDANCE WITH THESE PLANS AND CWS GUIDELINES. QUALITY FACILITY IN ACCORDANCE WITH SECTION 2.12.2 OF R&0 17-5. THESE ORIFICE SIZE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MAINTAINING AND MONITORING AT„,..SfzeATON 5.8' �� •SPACER REQUIRED FOR •PLACE RIP RAP TO FINISH GRADE. 3. THE SUBGRADE SHALL BE TILLED TO A MINIMUM DEPTH OF 4", AND A MINIMUM OF THE FACILITY FOR A MINIMUM OF 2 `YEARS AFTER THE FACILITY HAS BEEN a FWRWC6JMBR'NK71OBRIP F2d915 MULTIPLE ORIFICES D PROF -4-,PE. 12" OF CERTIFIED WEED-FREE COMPOST-AMENDED TOPSOIL SHALL BE ADDED (SEE INSPECTED AND DEEMED COMPLETE. FS, ORIFICE ELEVATION 259.25 CWS GUIDELINES FOR SOIL SPECIFICATIONS). ram`' �GINE-e. On' 258.00 0 3" DEVELOPER'S CONTACT: Q� 15759PE ----1I I I I fl III PLATE THICKNESS+1/4" •GRADE RIPRAP 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 STAFFORD DEVELOPMENT COMPANY, LLC \71nN. HOLES. LEVI LEAVASA 1 1/2"MIN.-r f CLASS CLASS CLASS CLASS CLASS OREGON TOP OF GUIDE (971) 206-8614 v N -�' ! -2•MIN. / t3•BEOWGRATE 50 100 zoo goo 2000 WATER QUALITY FACILITY (W.Q.F.) PLANTING NOTES ���A 9'v21,'0' 5: o 1- PERCENT 9. THE DEVELOPER WILL CHECK THE W ,F. A MINIMUM OF TWO (2) TIMES A YEAR �qRO SM�. 3" ° 0( ) 0 ° WEIGHT OF ROCK(LBS) (BY WEIGHT) FOR INVASIVE SPECIES, DEBRIS, RESTRICTION AND SEDIMENT. DOCUMENTATION IS R. --10"MINIMUM-► 50-30 100-60 200-140 700-500 2000-1400 20 5. EROSION CONTROL FABRIC MATTING WILL BE USED AS TEMPORARY EROSION TO BE PROVIDED TO THE OWNER AND CWS. RENEWS: 06/30/2022 o 6•( ) z 30-15 60-25 140-80 Soo-zoo 1400-700 30 CONTROL AT THE W.Q.F. SITE UNTIL THE SITE IS READY FOR FINAL PLANTING. m 5 THESE DRAWINGS ARE THE PROPERTY OF 15-2 25-2 80-8 200-20 700-40 40 WESTLAKE CONSULTANTS INC.(WCI)AND N z-o 2-o s-o 20-0 40-0 10 GENERAL MAINTENANCE NOTES (WATER QUALITY FACILITY) ARE NOT TO BE REPRODUCED IN ANY 6. ALL AREAS BEYOND THE LIMITS OF THE TREATMENT PLANTING AREA ARE TO BE MANNER EXCEPT 1WTH THE WRITTEN HYDROSEEDED WITH THE FOLLOWING SEED MIX: PERMISSION OF WG > ° o 10. BEAVER AND NUTRIA PROTECTION AROUND TREES AND SHRUBS SHOULD BE z MI". • 2"MIN_ PROVIDED BY INSTALLING AT LEAST 3' HIGH WIRE FENCING AROUND PLANTING m W> WATER QUALITY FACILITY TRACT SEED MIX: m �m DWARF TALL FESCUE - 40% ZONE AREAS OR INDIVIDUAL PLANTS, AS APPROPRIATE. THE FENCING SHOULD BE i ,, DWARF PERENNIAL RYE - 30% STAKED IN PLACE. ALL PLANT PROTECTION FENCING SHALL BE REMOVED WITHIN m ° ° ° CREEPING RED FESCUE - 25% 4 YEARS. CARE SHALL BE TAKEN TO ENSURE THAT THE FENCING DOES NOT - __ RESTRICT OR IMPEDE THE GROWTH OF THE PLANTS. at DCm COLONIAL BENTGRASS 5% o ORIFICE PLATE GUIDE SHALL FIT STOP 11, A PERMANENT IRRIGATION SYSTEM WILL BE USED DURING THE 3 YEAR MIN. X"'DIA. AND CHANNEL APPLICATION RATE = 120 POUNDS PER ACRE MAINTENANCE PERIOD FOLLOWING PLANTING. IRRIGATION SYSTEM TO 1" WHITE 3 WEEPHOLES o POLY PIPE PLACED UNDER GROUND. SPACING OF HEADS TO PROVIDE COVERAGE NOTE: OF ENTIRE WATER QUALITY FACILITY AND BUFFER PLANTING AREAS. IRRIGATION N 15"SELF TAPPING CONCRETE FOR MULTIPLE ORIFICE APPLICATION TO CONNECT TO DEDICATED IRRIGATION METER. PLACE BACKFLOW DEVICE PRIOR m ANCHORS,PHILUPS 5-12 OR A 3"MIN. SPACER IS REQUIRED AS APPROVED EQUAL. SHOWN. SPACER TO MATCH PLATE GUIDE TO CONNECTING TO METER. BOLT.1-)¢'STAINLESS STEEL < L • DIMENSIONS, WIDTH, MATERIAL J O WITH A WATER TIGHT SEAL. 1- a 0 12. ALL PLANTS IN THE PLANTING SITES ARE TO BE WATERED AT A RATE OF AT co w LEAST ONE (1) INCH PER WEEK FROM JUNE 15 TO OCTOBER 15. CA m CD w 0 13. IF AT ANY TIME DURING THE WARRANTY PERIOD THE LANDSCAPING FALLS BELOW 5 a THE 80 SURVIVAL LEVEL, THE OWNER. SHALL REINSTALL ALL DEFICIENT PLANTING m ORIFICE PLATE RIP RAP DETAILS AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND THE TWO YEAR am AND GUIDE GZeanWaber Services CleanWaker Services MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING. DRAWING NO. 730 REVISED 12-06 DRAWING N0. 770LT_REVISED 3-07 F-- m 14. ALL SILT FENCES WILL BE REMOVED WITHIN ONE (1) YEAR FOLLOWING O - z CONSTRUCTION. THIS RECORD DRAWING REFLECTS N T0 r CO AS-BUILT FIELD INFORMATION zz O o I PROVIDED BY WESTLAKE CONSULTANTS, N cn INC. THIS INFORMATION IS SHOWN FOR j Q o RECORD INFORMATION ONLY. Ed 0 Z 0 RECORD DRAWING SHEET N z DRAWN BY: S DS DATE:"//7IZo C511 \ z CHECKED BY: Bas DATE:70/2 JOB NO. N 2634-001 0 �� a co sun • 5, C >.. �� W W F STA:0+05.81 9' STA:0+14.81 cn D:d WALL 'A' H < • mod 4VQ � 4d -�, v - - -- )�� za ° d 4 ° d ° d d <1 4 ° • ° d d d d d ° ° d ° d ° d 9 • • < - - - Z /0+J0 ' . ° ° < d ° d 4 ° d • d ° ° ° d ° d d ° d • • d d d ° d < ° d 4.144 - .i <i N d d � N,r d ° d d d d di ° ° d <1 ° d .1 <1 .1 d ° d d d d d ° ° 4 d ° d rd ° ° d w� (nN I o 4" e �� =:� d d d d d ° ° ° ° d d d ° d d d d d d 444444 4 4 4 4 -4 °' X i 4•. �°d Z a) '..4 0 wp cn 1 y _ -— — I °° 10' 0 5' 10' 20' I U C O _-- 259 d ° 2 ��,; 2 b' I 1 I z63 °°° r4 \�n a i STORM TRACT A 258 z °-0 258 29.2' SCALE: 1iCH = 10 FEET 00000� W a�F 1 ° i� i X ��� zso / s + ; a LEGEND ImTIl I li col — — �, ° 282 N I ° . d �A� GRIND AND INLAY /�� 263 --- —S A:0 03.50 2 I °d° lJ l 1' '/ 264 3' a °d° �� PEDESTRIAN PATH W �, id I LOT 18 ' . ° J_ I 6�� °°4 lL \ � ��\ � � ' � / ��`�� � � •�- - - --� , (0 M • a a i � CONCRETE SIDEWALK I � � \� / / I i I N 4° coW Ce Cl- �/ I L L / '19CI ° ::A:A::LL °Pr("9;- NN \ r-.---- __---- --ice/ -.._ _-i I I °°° L~ a t 4° W W a I 7 • GO O+ • 0+90 < 4 ° J °d (n I / T,— -----L-OT 17 — — W I I z 1, / /r------- ----,-- - d O U J L 11 ft ! '11 /I I,4 ,/ — _WALL 'B' ° °��_ 269 < LL4 ac I k, d/ ! I I I ° °o f / 1/ N 270 270 270 270 O O E 5 o FGr TOP OF WALL O PROFFSr o EL:264.87 FG LOT SIDE � �GINEF 0� 62 � �w+ E 264.92 '� 15759PE0 — — — — 265d ; * �'1)1�o a FG TOP,OF WALL N 265 265 — OREGON265 °� TA 0+14 81 ; EL:263.53 _ _ EL:264.76 c� 2oFG'WALKWAY SIDE — / EL:264.93, �A�f EL:262.33 xDS\st‘C — EL:�63 96 EL:263.70 R. ANY Q _--- �� r — _ — -EL:263.94 — — E1.261.11 ] FG POND SIDE RENEWS: 06/30/2022 d I EL:262.43 j EL:262;30 I ARE NOT TO BE REPRODUCED THESE ORAW7NGS ARE THE PROPERTY OF / WE$TLAKE CONSULTANTS INC.(WCI)ANO STA:0+O3.50 IN I i 7 MANNER EXCEPT WITH THE WRITTEN o E - PERMISSION OF WCI 260 260 260 260 EL 259 46 ' \_ • E4 L 259.25 f o o FG POND SIDE { :258.32 f EL 259.66} G' w} m xm 1- I HHi 9 255 255 255 0+00 0+20 0+40 0+60 J 0+80 1+00 1+20 1+40 1+50 0+00 0+20 0+40 0+60 0+80 0+90 255 Q p d WALL 'A' PROFILE AB SDS 7/14/20 WALL 'B' PROFILE AB SDS 7/14/20 m E 0 o HORIZONTAL SCALE: 1"=10' HORIZONTAL SCALE: 1"=10' m oVERTICAL SCALE: 1" = 2.5' VERTICAL SCALE: 1" = 2.5' a a U N o' I_ i J_ z o I THIS RECORD DRAWING REFLECTS 1` w PROVIIDEDIBY WESTLAKEFCONSULTANTS, zORM AT I ON o o OD INC. THIS INFORMATION IS SHOWN FOR > N N Q RECORD INFORMATION ONLY. o oz O RECORD DRAWING SHEET DRAWN BY: SDS DATE:7�Zs C520 0 z CHECKED BY: PQ,S DATE: )2 ' JOB NO. cV 2634-001 9 m oI 28- I 0.. o I 4 Q • I ' 5.o I ill FG w I LA288.72 FG 7 i. STA:20+64.02 � F IOFF:16.00'L v2 c.z� Q 4 I E- -4° AC BERM r, / w O W ��o I � W END PATH TRANSITION I X �' �i°4 I ''''fl I 10.0' STA:0+53.25 _ C4 '"1 - TRANSITION ZONE STA:0+01.63 ►A I END STD CURB \\ Z d�c V o STA:0+53.00 0000�o� W w.,h X X BEGIN AC BERM - X-- _ _(+�0 _6+05 (-+10 +15 _ 6+20 _ _t-+25 _U+30 0+35 p+40 0+45 0+51 I 4 + N ✓ ♦ ♦ I r �0+55 293.69 FG" 2g3.62 FG '.� I ) 4 5\ 0 V V v 25_ 287.66 FG i . v_ . 'I 293.72 TC 6Iiehi 0 0 V I V 0 0 0 0 0 0 0 0 0 q~5 ,- i293.84 FG 293.72 AC ch cam-�l C7 �7-�/ �7 �/ 0 0 ! 293.2 FG" MAX 3.6% III MAX-------------- ---------- I 286.59 FG i 286.52 FG -_--- - ai�_• :3e o I ANI z Q 5'- 293.65 TC N \ W / BCR w 293.55 FG 293.65 AC N NaI M I 5.6%} 410 N 287.53 TC - Q N I 287.03 AC W W , 293.77 FG PUBLIC UTILITY EASEMENT STA:20+41.05 > 7.56 5' M / OFF:16.00'L Z 1-- - I 1 / 285.91 FG UJ ? 4 293.97 FG O I Q LOT 1 -� 293.85 FG Z / Ql . , / 0 294.04 FG-1 293.97 FG W ce e),�l 285.84 FG Q N d ( Q FO-- a _ _ _ _ I RO_W \-- P�GOp •4 1/4 4 ^ 4 Z LL z �282.76 FG p� p"�°} 286.36 TC _ Q 41 285.12 FG 285.86 FG �p•47 285.86 AC O 4 Q �� W ce R 7 W 4 4 /10.55% 5' SIDEWALK 4. 4' S 8' Q 0 z W 4 d 285.79 FG . �9+ ° / ) Z U a Q Q i o0 0 0 ' U CO °° o• 4 O a' 282.68 FG 285.04 FG 4 Q .o°°0 285.24 TCce NO_ o p% oo. 4' 285.24 AC 4 V 8' PLANTER M� 1/2 L -to \ CD STRIP 285.21 TC ' 285.21 AC -___, i _ o A 285.19 TC N 285.19 AC ----------------- 4 ^ \_ STA:19+36.45 285.03 TC OFF:16.00'L 284.53 AC AC= 282.06 �ECR i, - , 283.93 TC 283.43 AC STA:19+58.95 N OFF:16.00'L _ 300 300 0 0 oo y o co� PROF �rn d-a o oN ��p`�� NGINEFio +N +N EDGE OF PATH FG; Q w w _ 15759PE ° 295 - - II:',. F1 �. IQ-L 295 l 7 cn w 1.5% N w 4• ° (/) - a w � \��) OREGON (F,pv9N. 21,43'1' 4-. 19+50 `o ro oh 1 i+ J + I 20+00 +N FLOW LI UE \ I I 290 0 290 RENEWS: 06/30/2022 �} ° �., H J _-„ . - "'"' EG 0 FACE OF WALL 1HESE ORANiNGS ARE 1HE PROPERN OF 20+00 ARE NOT TO DE REPRODUCED IN ANY co w �� - ARE MANNER EXCEPT%MTREP THE 1D21M N WESTLAKE CONSULTANTS MC.(WC!)AND Q \\I SW SPRUCE STREET END PATH TRANSITION PERMISSION OF WG 1 285 285 N cYD.. w ��. 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 m �'m WALL PROFILE o Q;_ U 1" = 5' v7 �m o '' �'Illlii. III I III I II 1 EDGE OF PATH FG II ,,,, FENCE LEGEND NOTES Bill ,, PL LOT LINE z a SLOPES GIVEN ARE DESIGN SLOPES. SEE BELOW FOR TOLERANCE OF FINISHED SURFACE: 4.25' GRIND AND INLAY a j 5' 0 2.5' 5' 10' 0. PATH F- o SLOPE 7.5% MAX (8.3% MAX FINISHED SURFACE SLOPE) I LOT 1 m v 0' SLOPE 1.5% MAX (2.0% MAX FINISHED SURFACE SLOPE) o SLOPE 2.0% MAX ANY DIRECTION FINISHED SURFACE SLOPE SCALE: 1 INCH = 5 FEET I0 ` PEDESTRIAN PATH m co J o wWAT51111F amN�0.3' j "- CONCRETE SIDEWALK a QCURVE DATA TABLEEG ® FACE of ` m EXISTING LOT 1- o J I:' GEOMETRY (FACE OF CURB) ELEVATION (PROJECTED TOP OF CURB) _. w CURVE # 1.5' f-- 3.8' AC PATH THIS RECORD DRAWING REFLECTS w O BEGIN STATION DELTA RADIUS LENGTH END STATION BCR 1/4 BEGIN ADA 1/2 END ADA 3/4 ECR AS-BUILT FIELD INFORMATION o N o m o SW 72ND AVE 20+41.05 16.00' L 90'04'12" 25.0' 39.30' SW SPRUCE ST 19+58.95, 16.00' L 287.53 286.33 285.74 285.71 285.69 285.02 283.93 WALL SECTION A-A PROVIDED BY WESTLAKE CONSULTANTS, o N �/ INC. THIS INFORMATION IS SHOWN FOR > N Q NOT TO SCALE RECORD INFORMATION ONLY. PE' o z O RECORD DRAWING SHEET z DRAWN BY: �jD$ DATE7ll717� C550 \ CHECKED BY: DATE�II�I2� JOB NO. N �, :',7, I i I I ! i I, I (0 I I i I I �.I xIiII I1 l 1 _1 I ' •.I I I I j • ��I m� vv �� LOT 18 I LOT 17 LOT 16 ( I LOT 15 I I LOT i4 I LOT 9 LOT 8 ( LOT 7 1 LOT •6 1 I LOT 5 1 LOT 4 4 � `O`O oo .I III i I I '•. ; I X ` 0. 1 I I Bull, o vv i 1 1 i ItI II I I I I ) I RELOCATED I 1 o I I1 x , w I I I I I , WATER METER I' ( 7 I i 1 I I I I 20' 0 10' 20' 40' o r�02 r I N a� C� i 1 PER SHEET C201 o -� I - 1 , , J " � ? - (602� l sot I >, E.. vv vv. �z I (sos I I v- v l A vvv -I- -I-- - -I- - �-- 1 ••'I I I I i \ 602�_; I ,r I I lW w oo ® " N ® - - SCALE: 1 INCH 20 FEET . � N co --t-1' -- -I - ._ - 1_ - • _ li '7 - d ..!. caw e ] Q,1; _i 1 ....7 ` HIV .' ... ���������� v -.l- _-,_-__.- __...____~.� -- I ® -otssi - - -- i ! ! ®� i (n m ��`I I ry F 1 A V $ • -------------141 .. (4f �f� � !� �►1� - -- --mimmamili -- ----- -- mo d' -- �� �� � / G x'N o or xw xwr xw v c _ =-- -�" s _ .�a 4 �_ I X x �� Eow D x xw - xw ww xw xw xw- = INIMMIEVIA- , _� � c a �ie, -- w x xw xw `" W- II owo" ..:...tea'.: '_ l X W t'Vl �' 1 :� a'1rJ ..r., - D (n T m . to ,s• ' u G 1► - ; q XW\ xw �o k C!1 H a�C7 -I--,,Ss 55 x�� x�� �- �5 •� \ � N � (n :\,‘(17,,, s ` � � J -�-Xv J'�--- Z a'-4 O a 15+00 R - _ _I- n n v w c�vo '' ap+q.. �` ,�. .� - I _F _... . q.�v - -- a.._...,_. .i,_,:: k...a=s... "_a I x U w •' . \ \\ 4�? 270.82, \ C7 � s .\ 7:1- . larneem - /�SS36A085 0� ~ 0XV✓ w- Xw -xvv--Xw xw xvJ xw k\.,�. \ \e \\\\.\'ti\ \ `-:.\\ '`. '\•`\ \\�''., \ �!- cur (8 �B• /l.,` ',\ \�..\b0 1 "� \s ., s' \^;'\ \� s�3 `� u, �1 \ o�� Z U�`�` SS36A080� :\ ss -- dam xso > �_<, � .i = IN (8"e, 0036A116 s \, \ \\ ' , , \ ,��ta� ti \\ �.\\ -y SANITARY MANHOLE -IxsS/ Xss 00000'W w 12,41 so AND xso so so s INSTALL 6" DUCTILE IRON WATERLINE ,r � �. . ., V,_ .k ,71 /,•' \ \ \� \� M 2 20+Ob a Q - _ ,. �.8.-_�. .. V - IE ail 8\2W) 277 7i' ,. off off ° ° a a x�.. xw s N (8"E) 28aoz xw 6, -xw �_ON ON - a4,4 I -, _ , IN .�,..,.... ,� ). .� a - Q- - a- r - - ■ - - - - - - - - - - - -- - I- N (8",N) 277.91' k I HOT TAP EXISTING 8" WATERLINE WITH off z e` " - ° , �. _ 8"X6" TAPPING SADDLE AND 6" GATE_ / GRIND AND INLAY FOR WA °H RR z TER CONNECTIONS , OH off VALVE (FLG X MJ) PER TVWD DETAILS \ 302 AND 402 ON SHEET C703 , SW SPRUCE STREET - SANITARY SEWER AND WATER PLAN - STATION 15+00 TO 20+00 5 * o 1"=20' SANITARY SEWER CONSTRUCTION N IX 290 KEYNOTES: 11 rn a o 290 Z (601) INSTALL STANDARD MANHOLE OVER EXISTING 0 Q SANITARY LINE. SEE CWS STANDARD DETAIL 010 z , ON SHEET C700. ( ) IX Q -- ------- - --_. -_.. - SEE CWS STANDARD V ! a 285 f ... 285 C602) DETAIL L520 ON SIDE ESHEETR IC701NE CE (604) CONTRACTOR TO POTHOLE AND VERIFY EXISTING • I. WATERLINE ELEVATIONS PRIOR TO ORDERING AND L,i_J w < INSTALLING SANITARY SEWER STRUCTURES AND 280 _ . cn PIPES. NOTIFY ENGINEER IMMEDIATELY OF ANY z SS36A118 -, � 280 DISCREPANCIES. N SAN A STA=50+0000 ! EG STREET w Z . � Z SW SPRUCE ST STA�17+68.95, 1.19'R CENTERLINE /` U RIM=22.7a WATER CONSTRUCTION KEYNOTES: O Q ' IE IN (8„ N)=2 5.53 CD IL Ct IE'IN (g° E)=24.68 / __ 610 TVWD TO INSTALL 1" WATER SERVICE. SEE TVWD 275 IE OUT (8" W)=254.62 275 ( ) STANDARD DETAIL 603 OR 604 ON SHEET C703. ,� j ( 11) TANDARDRDETAILR502 ON SHEETC703.TVWD v o 6 } f zre) Cr (612) INSTALL IRRIGATION DOUBLE CHECK ASSEMBLY. <i.. 270 270 CL I : i cp � .. . 265 265 a I PR 0: ''8'''// F �" 3 F� F i , 0 260 .____.._ ..--------.� -------- __.... ..__ _. i , - - . .-- -- --... ..------- 260 GIN o r,. 759PN'E::°:111)117 N 7 0001 vREG q 255 % \ T- 255 �q�'O R. SM�� 0F a RENEWS: 06/30/2022 o ," / ?o f : j THESE DRANiNOS ARE THE PROPERTY OF < x s ARE NOT TONE REPRODUCED IN NAND 250 ` � ' I 250 MANNER EXCEPT WITH THE WRITTEN Q 15+00 STATION BASED ON ti OF STREET 16+00 17+00 18+00 19+00 20+00 PERMISSION OF WCI CI CI U•• w SW SPRUCE STREET - SANITARY SEWER AND WATER PROFILE - STATION 15+00 TO 20+00 LIP- m m MCO 0_ SCALE:HORIZONTAL: 1"=20' o o a} 0 VERTICAL: 1"=5' om 0 m 0 to SANITARY SEWER PIPE LATERAL SCHEDULE Ld R J LOT STREET SIZE/ LENGTH SLOPE IE ® IE ® COVER o NO. STATION MATERIAL MAIN STUB © STUB z i a o 4 19+28 4" D3034 PVC 41.2' 10.82% 273.72 278.18 3.90 a I- 0_ m ct z 5 19+14 4" D3034 PVC 41.2' 14.21%* 272.94 278.80 2.43 m to w cs 0 6 18+72 4" D3034 PVC 41.2' 8.34% 270.60 274.04 4.63 m \ 7 18+58 4" D3034 PVC 41.2' 7.56% 269.82 272.94 4.86 mI N aEs Ln a o a 8 18+16 4" D3034 PVC 41.2' 7.75% 267.49 270.68 4.45 z Ir N LA_ I- 9 18+02 4" D3034 PVC 41.2' 6.38% 266.71 269.34 4.97 0 o i # THIS RECORD DRAWING REFLECTS v.) o a CO 17+28 4" D3034 PVC 41.3' 8.08%* 265.80 4.33 AS-BUILT FIELD INFORMATION z of o o f a I o PROVIDED BY WESTLAKE CONSULTANTS, N N o 15 17+16 4" 03034 PVC 41.3' 261.80 265.09 4.34 _ INC. THIS INFORMATION IS SHOWN FOR 5 o NI Q 16 16+76 4" D3034 PVC 41.1' 259.59 260.92 6.16 RECORD INFORMATION ONLY. o z N 17 16+64 4" D3034 PVC 41.0' 2.12% 258.93 259.80 6.58 RECORD DRAW I NG SHEET w0 a 18 16+24 4" D3034 PVC 40.9' 4.93%* 256.72 258.73 5.30 C600 \ z DRAWN BY: 5-l7 S DATE: f Z117 NI nrcLnkLrn OL nnr z CHECKED BY: "BR-5 DATE: 1011I) JOB NO. NN Ly 2634-001 oN No M2'. ,T mm a cc • D. E W 4 w III/ ��i �i,�.•r. �, I �. as i j - PI� �� zl ' ',SS -_1 , I I ,�� I; �< • �n I x /// x LOT 4 I , , a I /I °, N . ---------------- -- I j , aaa I �yoz I, L I a wC/D Z awo a. I , -SS S . Ii a I Z t� w ------ ! , _ a, SS36Ao80� 1 .s� i� LOT 13 , ; LOT 12 as X o w v�o 12 ��I� I _ LOT 3 , LOT 2 LOT 1 a ..£T Ii I� /�I, I a 1 _-�_ _��__.�__ -- 'I t ' --_ CB:' \ I I - ---- i , .1, 1, ',G w�Q OPEN SPACE TRACT C 602 I LOT 14 L r -- aaa' o� Z ti 4.. -� 60Vi ( fz02 a' . a a, _I" cT8° Is �1 I' - _ I _ - _ i <€''. I I ��f�2 � I� I LJ I , i 602 i �� _ 000���� w a..e. I = z .. I a `�. -(610) �R (610 aa, I ° F/ I I �` i ` 613 _ < x m m RELOCATED I aT �o �F: • • R METER ..: `:. t e: . Z_\ V) r-- �� a j£ -- - ----- -- -�L °a" a Q PER SHEET C201. I N V, VAI �i II - `"4,>1 j I OH - OH o� .. .. • ��� 1 I Q �.�^ r-�._ --:: z aaa 26' 0 10� 20' 40� - off `i � .I. ,�_ ��-. °H - ,.� SS36A116 � P�IVA E STREET "� ' • • NNv _ _ n � !v;�� � �off T °h _ILP � la�l 1 a MEMIll '1' N 2 J o = X S r a4 N - i=. r,!e��" _„ \ I 1 ee, m •y,e I ss-- SS-- -I . *I I� • IIII1 INCH - S o-, f I / \ o , 1 �� SS---SS-SS-$S-- S$�,� © SCALE: 1 = 20 FEET 1 CD Ss- o IIi 20 00 w 21+00 0 0 0 (n N 1 X'll /, e._ • ��.. .` �. . .a ,�. J 91 X S I I z ti 22+00 °� ' 60 - . -� % Lt. I I XSS XSS >SS XSS / x I - . .�'Aomori :4. An 1P1 i / 613 a�601) d I., •_ loiter I et et SS36A085 SS36A086� �% r/ % m? I 1 i '.-Am.T. a. SW 72ND AVENUE / © w .I; I r-T ss36a11 N I xw I xw xw x w xw .,.t �/ ", SS 3sa118 % I ' : �' I I I I LOT 9 I (I ' , °' COS�� Z�-_� o �� S ,S S I I I , i-----! I ---_- .1 Z / T I- i -- 1 / LL , , O < xs0. XSD SD XSD xSD 4"-- Xsb xsD 3 1 I' !! = LOT 10 I I LOT 11 I'I .,, ------__ ___-__- I I aaa SANITARY SEWER CONSTRUCTION SW 72ND AVE - SANITARY SEWER AND WATER PLAN - STATION 20+00 TO 22+20 PRIVATE STREET - SANITARY SEWER AND WATER PLAN - STATION 0+70 TO 3+00 KEYNOTES: F a 1"=20' 1"=20' 60T INSTALL STANDARD MANHOLE OVER EXISTING W' 300 300 SANITARY LINE. SEE CWS STANDARD DETAIL 1- 010 ON SHEET C700. (602 INSTALL SIDE SEWER PIPELINE. SEE CWS Cl)~ 0 * AS DESIGNED SS36A086 STANDARD DETAIL 520 ON SHEET C701. LL 1 PRIVATE DRIVE STA 2-I+50.08 V Q RIM= 92.17 � IE IN (8-N)-280.51 - _ _ 295 280 280 (60 CONTRACTOR TO POTHOLE AND VERIFY EXISTING WATERLINE ELEVATIONS PRIOR TO ( , 0_ IE BUT (8" S)=278.51 ORDERING AND INSTALLING SANITARY SEWER U v) FG STREET j STRUCTURES AND PIPES. NOTIFY ENGINEER S CENTERLINE IMMEDIATELY OF ANY DISCREPANCIES. 3 W EG STREET CD N N 290 -- _ _ , _._... . . - CENTERLINE M ce , _ 290 275 275 ER CONSTRUCTION KEYNOTES : Z M h a --�' D DETAIL 603 OR 604 ON TVWD TO INSTALL 1" WATER SERVICE. SEE I- SHEET C703. Z �__. a 285 _..._... ........__"-_--- y- i __ - ---_ _ .... ---___ _...__-- 285 270 _ . �i- ,� _ _ _ ;.._ . - i _ - - _ 270 � TVWD STAND R 613` CONTRACTOR TO COORDINATE WITH LICENSED O ° PLUMBER AND TVWD TO INSTALL PRIVATE 1 I- 0 1/4" DIAMETER PEX WATERLINE PER 0 PLUMBING CODE FOR FUTURE CONNECTION o ___ ___,___w_ ! _ _,8'_p3034 PVC, S=(2. 2° _______..._.. �� 16119LF 8" 8 V , = TO WATER METER, BACKFILL PRIVATE 280I f � _ 280 265 } _ - �____ -._.. I___._._.__ 265 WATERLINE WITH CLASS B BACKFILL. EXTEND N = SS36A117 PRIVATE WATERLINE STUB5' BEYOND PRO o -1_ FX P �T-36 WAT - PROPOSED AC ANDCAP FORFUTURE � 0 S I SAN A STA-5 +61 19 �� GIN O SS 36A118 _ PRIVATE;DRIVE STA= +60.00 5 Ri CONNECTIONS. E p I $W 72ND AVE STA=22+05.79 =5 4�R _ - 9PE le\z1� SS36A1A 274 50 v SA STA 0+00.00 .__.. �_._. _RIM=294 46__._______ wA 7 noi�ir _ -275 275 260 P-R rA �,�STA-0-F98:81, 5 R IE IN ( ) 267 03 260it 0 w IE OUT (8" S)=28 .86 RIM=272 78 IE IN (4' EJ=267 03. 0'EGON IE IN (8" N) 265.53 j IE OUT (8" S)=266.70, �t�,f,v9V 21 1g� a IE IN (8" E)=264.68 ��RD R. SM��� IE OUT (8" W)=264.62 a 270 1 RENEWS 06/30/2022 z 20+00 21+00 22+00 22+200 2 0+70 1+00 STATION BASED ON .4 OF STREET 2+00 3+00 255 THESE DRAWINGS ARE THE PROPERTY OF WESR.AKE CONSULTANTS INC.(WCI)AND SW 72ND AVE - SANITARY SEWER AND WATER PROFILE - STATION 20+00 TO 22+20 PRIVATE STREET - SANITARY SEWER AND WATER PROFILE - STATION 0+70 TO 3+00 ARE MANNERNO XCEPT BE REPRODUCED ANY Q PERMISSION OF WCI TM THE WRITTEN a SCALE:HORIZONTAL: 1"=20' SCALE:HORIZONTAL: 1"=20' fQ T wr zo VERTICAL: 1"=5' VERTICAL: 1"=5' m m xm a 0 h 0 o o a} Cl) a ,egie 0 5 V Cl) SANITARY SEWER PIPE LATERAL SCHEDULEF. M SANITARY SEWER PIPE LATERAL SCHEDULE LOT PIPE SIZE/ LENGTH SLOPE IE ® IE CAD COVER g Z NO. STATION MATERIAL MAIN STUB CD STUB I 4 o i LOT STREET SIZE/ IE C4 IE CD COVER a 1 a z LENGTH SLOPE 10 51+33 4" D3034 PVC 15.5' 5.41% 266.66 267.50 6.44 NO. STATION MATERIAL MAIN STUB @ STUB m m 0 * 11 51+61 SS36A117 4" D3034 PVC 15.5' 5.51% 267.03 267.88 6.62 m (/) w 1 21+87 4" D3034 PVC 42.2' 10.95% 281.57 286.20 6.09 `- ' o 'a * 12 51+61 SS36A11'4" D3034 PVC 20.5' 5.33% 267.03 268.12 5.16 5 m i 2 21+56 4" D3034 PVC 42.2 9.81% 280.82 284.97 6.02 m N Q * 13 51+31 4" D3034 PVC 20.5' 2.27%* 266.65 267.11 5.72 `%' 3 21+43 4" D3034 PVC 42.3' 13.69% 278.65 284.44 6.00 a "C z * DESIGNED SLOPE * DESIGNED SLOPE NIT I- m!D J z o o 0 T RECORD SS om ASBUI IELDINORMATION o o PROVIDED BY WESTLAKE CONSULTANTS, rn o INC. o (n THIS INFORMATION IS SHOWN FOR j N N Q RECORD INFORMATION ONLY. Lu - o z 0 N H RECORD DRAWING SHEET Q ^6+ i 2 DRAWN BY: 6P� DATE:����2 C6 1 \ 2 CHECKED BY: 12425 DATE: ►D112-° JOB NO. c\I 2634-001 N 0 .>` ,S- OT 1 2' 0 o LOCATE FRAME . .0 AND COVER OVER ..."`' LEDGE OF AT ��� = = � LEAST 12"IN = WIDTH '� a a B"MIN.BETWEEN NOTES: '� JOINT DETAIL ik lki KNOCKOUTS ALL PRE-CAST MANHOLE SECTIONS SHALL r7 \\ 0 WILL VARY BY CONFORM TO THE REQUIREMENTS OF ASTM PRE CAST$'CONICAL \ (S 0 MANUFACTURER ��. �� C-478 AND APPLICABLE PROVISIONS OF I HOLES(2)SANITARY \ ti W STANDARD DRAWING NO. 010. O . II14 COVER ONLYw1-1/6 A W 41 rn . Mir ' �O� �� O 1 1/2" PICKHOLE .ti. 5"MINIMUM - ithb .. " 4 MATERIALS: �'STANDARD FRAME AND COVER ORn a Zy W 6DETAIL•A" MAXIMUM 27"FROM - WATERTIGHT FRAME AND COVER.SEEENCAPSULATED ; W dd' TOP OF FIRST STEPII IIII STD.DRAWING NO.190,120,OR 130 RUBBER GASKET p ALL_" TO TOP OF CASTING __ NON-SHRINKING . PLASTIC: r [-� - • �a� SET FRAME IN NON-SHRINK Cj •. 10-3/4" MUST CONFORM WITH ASTM ILA"�' GROUT ___ GROUT ic - .. 12" C-478. STEEL REINFORCING ��.. E.0O3 NOTES: y.a' BAR MINIMUM 1/2" GRADE 60. .-a a "GRADE RINGS(2",4",OR 6") PVCIP :,, - MEETING REQUIREMENTS OF - W OWE 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO .. -�. PIPE MAXIMUM 12"SET IN . CONSTRUCT THE REQUIREMENTS OF ASTM C-478. . . ASTM A-615 ENCAPSULATED crg U] NON-SHRINK GROUT • CHANNEL AND MIN WITH INJECTION MOLDED '7-' �p W 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE .. - 12"SHELF IN FIELD v v w w �" MANHOLE BASE. . .� _ 1"/FT SLOPE ��`� • COPOLYMER POLYPROPYLENE COVER TOP I- I- o cA�o SANDED BELL WITH SERRATED SURFACES. o 0 CD 4444 vi 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC FITTING COPOLYMER POLYPROPYLENE PLASTIC z z Z c� • THE REQUIREMENTS OF ASTM C-443. 8"CONE -al. PIPE • _ - 24-3/4" N �U' IALLI ` N � �'i.-i 1/2"GRADE 60 REINFORCEMENT i �-. U'+C7 Fw wU TE LL W p,.+.4 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE • I.D. I ��•+ WATERTIGHT. _ MANHOLE SECTION `d a / !(VARIABLE V-4.) 1. '!._. ,- 5. PIPE CONNECTIONS OF 24"OR GREATER SHALL REQUIRE A • 48"MINIMUM • °'s I 22 1 2 Q MANHOLE AND CHANNEL DETAIL PVC SANDED BELL {- ii 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE 8 +. REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. P • • NOTES: 27" 1 z 1 STD DRAWING NO.100 f5"MINIMUM + 25 m z - : 6 MIN, 1. ALL STEPS SHALL CONFORM TO _ 1 7. PROVIDE A MINIMUM OF 8"OF INTACT(UNDISTURBED) 5 5-3/4"� THE REQUIREMENTS OF ASTM L �' �' MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED •.. ; • /I ON THE INSIDE FACE OF THE MANHOLE. SEE DETAIL"A" C-478. KOR-N-BAND ' r 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2"MINIMUM AND o • � STAINLESS INTERNAL n •• 2.MANHOLE STEPS MUST BE y AP 3• 7' O 4"MAXIMUM CLEAR OF PIPE WALL STEEL BAD TIGHT AND FIRMLY EMBEDDED. 71� �J// �IIIIIIIIIII�,��. 1 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" � -�-alI • SMOOTH FINISH CHANNEL TO 3.ALL STEPS WITHIN A MANHOLE T ,3' 3" FOR SANITARY CONNECTION AND 48"FOR STORM • 3/4 VERTICAL HEIGHT OF + CONNECTION. CONSTRUCT SHALL BE OF THE SAME CHANNEL AND MIN INTERCEPT PIPE r - 10.WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND 12 SHELF IN FIELD PIPE DESIGN, TYPE, AND SIZE. 23" d' COVER SHALL BE USED IN ALL EASEMENT AND OFF :�:,: +. ..• .. 12" (MIXING OF UNMATCHED STEPS 24-1 2• (V 12"MINIMUM OF 4'+"-0" "+. _. / (V STREET AREAS.SEE STD DRAWING 130. MOIL . . IS NOT PERMITTED). COMPACTED BASE ROCK .' 31" Q I� 11.ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE FLEXIBLE - - REQUIREMENTS OF ASTM C-443. PIPE CONNECTOR 4.STEPS ADJUSTED OR ADDED •'a,1111111IIIIlI�,��� SHALL BE EPDXIED IN HOLES M __ I.D. THAT ARE FREE OF MOISTURE SECTION VIEW 1 1 1 ci ( • 0 Q ' AND DEBRIS. (EPDXY TO MEET e ASTM C881). NOTES: NON-SHRINKING GROUT 4 d SMOOTH FINISH KOR-N-SEAL BOOT 2.1 SUBURBAN TYPE FOR USE INN TRAFFIC AREAS OF CLOLLECTOR AND NEIGHBORHOOD STREETS. (.1") ^ c STANDARD TYPE FOR USE TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. v ) � CHANNEL TO 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. Q 3/4 VERTICAL 3-3/8"FOR PLASTIC 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 0 12"MINIMUM OF "-0"COMPACTED 2 d 4=4 /X!' - HEIGHT OF SAFETY STEP 5. 1 1/2"PICKHOLE IN LID FOR LIFTING HOOK. t `. .. '• -.'.... PIPE BASE MATERIAL SUBURBAN AND STANDARD LU Ct h.:. J STANDARD MANHOLE CleanVva6er Services MANHOLE CONNECTIONS CleanWa�r Services MANHOLE STEP C eanWa6er�`Services MANHOLE F R A M E AND COVER CleanWa6er Services .77 w DRAWING NO. 010 REVISED 12-16 DRAWING NO. 030 REVISED 12-16 DRAWING NO. 100 REVISED 12-16 DRAWING NO. 110 SANITARY REVISED 02-17 r) LLI 0 O U C.) C a MANHOLE'riP ^ ANTI-SIPHON VENT CONFIGURATION DETAIL INSTALLATION DETAIL AS APPRTUYED FACE OF CURB V m (EXTEND ABOVE HOOD WI 6:1 BATTER 1 4"PER FT. MIN.3"TO MAX.24") DETAIL A (TYP) /SLOPE 0 A ALL SNOUTS AND TRAPS FOR CATCH 1"PVC ANTI-SIPHON PIPE ADAPTER GUTTER PAN(12"WIDTH TYP) �- M BASINS AND WATER QUALITY �--�unit) In p r 1" FLAT FACE LETTERING STRUCTURES SHALL BE AS WATERTIGHT SEAL 6 6" ^ (RECESSED FLUSH) MANUFACTURED BY: DRILLS. ANCHOR / , SEE DETAIL�/030 � • 11 HOLE SHIELD STAINLESS BOLT Mg BEST MANAGEMENT PRODUCTS,INC. REMOVABLE FACE OF CURB p ^ 53 MT. ARCHER RD. < • ACCESS PO EXPANSION CONE 1/-1L 3"WEEP HOLE LOCATED WLYME,CT 06371 ACCESS PORT ' \,,,�����`Ty',/. • . (NARROW END OUT) M BACK QF CURB AT BASE OFSUB-GRADE �I f24"y R�/.:1 ���/ ncoeoz (860)434-0277,(860)434-3195 PIPE TYPE,SIZE, DETAIL B -/ S/�i /\�5�'� oO QO QO FAX TOLL FREE: (800)504-8008, + "SNOUY���/� (1...../"'.......-0 AND CONNECTION ® riIJ1 I 1�� OIL& PER PLAN,AS •WEB SITE: WWWBMPINC.COMDEBRIS -- APPROVEDFOAM GASKET W/�Q0 �OSTOP FACE OF{vv' � OR PRE-APPROVED EQUAL. FLOW FLOWT ( ) 11• • 1 1/2'PICKHOLE )Ir ;• • ; Q QO TRIM TO LENGTH GUTTERX' (_ r ) Q - MOUNTING 1/2"PRE MOLDED 36" INLET INVERT ELEVATION . FLANGE -f3'-0 - 42" -I 3' 0"-�' EXPANSION JOINT MIN 0.20 FT ABOVE ]. �S -- (OJ OUTLET INVERT ELEVATION 7/ i 18" 'A�p FILLER(TYP.) SECTION A-A F�" PROFF ** �/• *4 MOUNTING FLANGE OUTLET PIPE(HIDDEN) A----1 '� Co '5q &, ..(c -- 1s 3/4" F-6-1 OO .'.OIL&FLOATABLE PLAN VIEW & �c.�Cfwe4 gZ s TQ s ( ) DEBRIS ON FRONT VIEW SIDE VIEW 6"(TYP)FOR HOLES AS SHOWN f.' SURFACE CANNOT e POURED IN PLACE . 15759PE T. EXIT PIPE X• - BOTTOM-FACE COVER TOP COVER BACK 60"MIN/84 MAX SNOUT OIL-WATER-DEBRIS SEPARATOR OF GUTTER GUTTERPROJEC LINE 5"(TYP)FOR PRE CAST `' � 1)1� SUMP NOTES: WITHOUT 4"MIN.COB INLET OPENING •REGON 36"MIN I DEPRESSION TOP-FACE OF CURB 0 (.9 O�ry CZ-, Co 60"MAX 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES ANCHOR W/ 1 1/2' BOTTOM FACE OF CURB <�Q N 21,19 < MANHOLE STEP SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS,INC.OR BOLT!_j � ' �Y,gRD M�,�,Z„ `o PRE-APPROVED EQUAL � Il.:?�iGS' SEE DETAIL#100 (SEE DETAIL A) tea" ,�"�'�" �"-� R. S "a 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN WATERTIGHT COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" SEAL SEE 3"WEEP HOLE ��� PROJECTED GUTTER LINE • d.,, LAMINATE THICKNESS. LOCATED �l WITHOUT DEPRESSION RENEWS: 06/30/2022 DETAIL 030 in ..8-• AT BASE OF8' o SUB-GRADE THESE DRAWINGS ARE THE PROPERTY OF 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT,A 1 " AGGREGATE _ @41 WESTLAKE CONSULTANTS INC.(WCI)AND o MOUNTING FLANGE,AND AN ANTI-SIPHON VENT AS DRAWN.(SEE -..11: �- ARE NOT TO BE REPRODUCED IN ANY `a Co 24 3/4"DIA. CONFIGURATION DETAIL) O ( �• o GASKET \ MANNER EXCEPT WITH THE WRITTEN N 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED 36 + �`\\�� PERMISSION OF WO 1/4' 7/8" NOTES: SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD AND STRUCTURE WATERTIGHT SEAL 4 • rn U•• ' 1.ALL MANHOLE SECTIONS SHALL CONFORM TO THE SUMP VOLUME AVAILABLE PER DEPTH OF 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" (SEE DETAIL B) SEE DETAIL#030 X" 30• ^•�� :/ CC LU �, ■%/I///�ii� �o / �i REQUIREMENTS OF ASTM C-478 AND APPLICABLE SUMP FROM I.E.OUT. �� V vj 7_ oiol- /Sa.- PROVISIONS OF STD.MANHOLE DRAWING NO.070. II ,� / 36"MINIMUM 60"MAXIMUM 30" X 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3"AND 60"M.H.= 58.9 CF 98.1 CF BEST MANAGEMENT PRODUCTS,INC. 2.INLET AND OUTLET PIPE NOT TO EXCEED 18"DIA. A MAXIMUM OF 24"ACCORDING TO STRUCTURE CONFIGURATION. 42" 1 1/2" 36" rw 72"M.H.= 84.8 CF 141.3 CF 53 MT.ARCHER RD. 1 (n 6"SQ. 84"M.H=115.4 CF 192.4 CF LYME,CT 06371 o Q> 0 2 7/8" 3.PROVIDE SPECIAL DETAIL FOR SNOUT 18"DIA. 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE TOLL FREE: (BOO)504-8008(888)354-7585 UI gm o FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. 1 1/2" GUTTER In o 4.THE SIZE AND POSITION OF THE HOOD SHALL BE PROVIDE SPECIAL DETAIL FOR VOLUME WEB SITE: 'NWWBMPINC.QQM - FRONT VIEW LINE N DETERMINED BY THE OUTLET PIPE SIZE AS PER REQUIREMENTS EXCEEDING 192.4 CF H- 7 1/2"SQ. , 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH MANUFACTURER'S RECOMMENDATIONS. STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY o SUMP VOLUME REQUIREMENTS MANUFACTURER.(SEE INSTALLATION DETAIL) PERSPECTIVE VIEW SHOWING o 22 1/2"DIA. - 5.ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED 20 CF/1.0 CFS OF INFLOW INTO CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 58.9 CF 0M CFS INFLOW 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE INSTALLATION NOTE: DEPRESSED GUTTER AT CURB INLET i.,ISTRUCTURE'S WALL(NOT WITHIN GROUT) NOTES: SECTION VIEW 6.THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS POSITION HOOD SUCH THAT BOTTOM j MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE 10.INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLANGE IS 18" BELOW THE PIPE m MATERIAL SUPPLIED INSTALLATION KIT. Z INVERT. 1.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. J Co KIT SHALL INCLUDE: -, O 7.INSTALL PER MANUFACTURER'S INSTRUCTION AND A. INSTALLATION INSTRUCTIONS AND A SLUMP OF 2"TO 4". < on USING MANUFACTURER'S INSTALLATION KIT. B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER 2.INSTALL STRUCTURE ON MINIMUM OF 8"OF 56"TO 0"COMPACTED BASE MATERIAL. I- o_ C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING 3.NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED(E.G.FLOW THROUGH CBS). o SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. D. 3/8"STAINLESS STEEL BOLTS CO t: 1, E. ANCHOR SHIELDS N N Lai WATER QUALITY WATER QUALITY BASIN (CG-30) cra STORM WATER MANHOLE LID INLET CATCH CleanWate- Services MANHOLE (SNOUT) A CleanWater Services MANHOLE (SNOUT) B CleanWateriServices CleanWaber Services o REVISED 12-06 DRAWING NO. 250 REVISED 12-16 REVISED 12-16 REVISED 12-16 ((/T DRAWING NO. 120 DRAWING NO. 260 DRAWING NO. 330 c M EL i z_ 0 _ D THIS RECORD DRAWING REFLECTS N LaAS-BUILT FIELD INFORMATION z 1 o m o PROVIDED BY WESTLAKE CONSULTANTS, N o V) o INC. THIS INFORMATION IS SHOWN FOR - a Q RECORD INFORMATION ONLY. Ui o z O RECORD DRAWING SHEET DRAWN BY: 5D5 DATE:?/(7/Za C700 0 z CHECKED BY:$26 DATE: 7Ifb' JOB NO. cV 2634-001 0 co I Z I g m _ a., o 0 PROPERTY 1. ALL STORM AND SANITARY SERVICE �SLINE OR -' PIPE UTILITY LATERALS SHALL BE MARKED ON THE SIZE AS EASEMENT TOP FACE OF CURB AS FOLLOWS: ``r • SPECIFIED •STORM DRAIN LATERALS "D" 0 Q y .�.,.,,,";"`y RIPRAP: ccG" \l.\ a 'r`iv�i r i •SANITARY SEWER LATERALS "S" a > 8 a w 8 •ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. lore ........... 2. LETTERS SHALL HAVE)¢"MAX.WIDTH o 0 0 ~ J z .••, AND A MAX HEIGHT OF 4" a w 4 a S < l •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. z ,Z_, W "11111111ki in if, (03D103dS SO Q O F 3. LETTER SHALL BE CENTERED ON TOP o Ld •ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. to x o r'l FACE OF CURB. n i a ,0-,9 Ol,0-,4 I U 0 W N w Z �1 u)j SECURE 2X4 IN PLACE m V) w Z W W W W BACKFILL TO PREVENAGAINST PLUG T CURB STAMP DETAIL _ Ej W Y I���yy�:;y;�;� 0- a RIPRAP INSTALLATION: o °'a W o Q W M. >' PLUG BLOWOFF " o w " a 14 o Oi♦♦♦♦ ♦ ♦ ♦ `irrrrli m w Z J0o L W Q�Z-! E Wes' a o •EXCAVATE BELOW FINISH GRADE TO DEPTH&DIMENSIONS SHOWN ON APPROVED PLANS. O t P — I ICYwwZa FG� y m w r ° •INSTALL WOVEN GEOTEXTILE FABRIC. v a o • Wd �< < o a 0 2 r o g y 4♦♦i♦i♦♦♦Oi♦Di o m ,.i �i. . .�y 1.. . . . . 'fi - cc Z a Z. Cat HEIGHT z o w z a w x �::: £ a _�O I. �` W�CV PROPERTY LINE OR ����� MOW, k=Z I- n ♦ ♦♦ •PLACE RIP RAP TO FINISH GRADE. OF HEIGHT: TOTAL UTILITY EASEMENT < a ..... .... r rri iiTir ♦♦♦♦♦ ♦i ♦i m U w T/1[� Fps STORM 12" 2X4 LENGTH OF 2X4 / o ' o m o 8 AP,A ♦��`♦ii♦$$$ `r, i p , v t.„- day OR LOT LOT#: AS SHOWN ON Ii Q i a ♦ `N Z T� P: SANITARY APPROVED SET OF w a rc z P > ' %i�i �yiiiiiii rc -� 1�1 Z o 0 MIN m v. 5 d - !:....♦.♦.�,.�...' _ Q .• PAt. SEWER PLANS MARKINGS TO ci MAIN PLAN 36" FACE STREET 2X4 k' of zo o W o m g ?••••• ••••••, . 14 = UZZ o C 44 O v4 LL m < ;�� 3�ob1 •GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: W O J z F O W c��o COLOR CODE SURFACE a k' zE9 a m �+ ♦ •♦♦♦ ♦ ` ZO] w Cj O C Q O L..) W (GREEN-SANITARY) 11 m 5 Z'1 d 0 z m i 5 1♦♦ ♦i♦i WV.♦i' `V 00 Z Oii W V m NCLASS CLASS CLASS CLASS CLASS gm m w Z q GROUND (WHITE-STORM) w w w-�o� 8 o ♦ ♦ - Z 57 d z_UJ Z W- VAAAO� .-r I;74,0 s s s m pk' a r 50 100 200 700 2000 Z z oo.o a s a a < �..�I�I�I . cOS O w NI Er_w O 8. Z U..0, m< m o - % PERCENT wW U ° Y Ua Q dln.• NOTES: rcm m 'J' ... .. ♦ �ii r" o m a U F- 000�.;e, Ex7 p,.-1F MIN ,J n v ,n m 3s" H I♦ •♦♦♦♦♦♦♦.♦.♦♦♦♦'.' WEIGHT OF ROCK(LBS) (BY WEIGHT) na >w \\\\\= a_ L� 1.FOR NEW CONSTRUCTION ALL SIDE SEWER a �������� 1♦♦♦♦♦i• O♦�♦♦♦♦i �� !L Q = D'm AND SIDE STORM PIPELINE CONNECTIONS GROUND ¢ y - ._ I ♦4;♦z ♦♦♦♦♦♦ A 50-30 100-60 200-140 700-500 2000-1400 20 .. �_�` \oa6 TO 8"AND 10"MAINS SHALL BE WITH SURFACE MAGNETIC > •••.: ........ 1..rrr?rro t as N Z 0 ♦♦♦ m .♦♦♦♦♦, 30-15 60-25 140-80 500-200 1400-700 30 k FACTORY FABRICATED"TEE"FITTINGS TAPE - Y a E 4 0 � , UNLESS OTHERWISE APPROVED. m a >m (03U103d5 Stl) 1 ♦i♦i♦ ♦♦i♦i♦♦i♦' w 15-2 25-2 80-8 200-20 700-40 40 �` m m 2.PIPE MATERIAL SHALL BE ONE OF THE = FIR N e d d d 8 . m o Io' IF 1 ♦ ♦♦♦ ♦�♦♦♦1 ` g �� E' 0 9Ol 0 4 0 £ `I 1 ♦♦ ,�, < ♦ 2-0 2-0 8-0 20-0 40-0 10 ♦ } FOLLOWING Pd.* F ,� B w m w z a ', 1 ♦ ♦4•4♦♦♦ ♦♦♦♦♦♦♦1 �: `o-N_I L m A.PVC ASTM-D3034,ASTM-C900 r0I 0 8 g 3 m"' ' - ! ♦ • O B. DUCTILE IRON CLASS-80 S 7 S S w" `'� u 'i ♦ ♦♦♦ ♦♦♦•♦♦♦♦1 0 Q LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING ' o o o F a """ """"'' r,�I urT 3 N mmmm0a rrr ry r`, !,♦ ♦♦♦♦♦♦i♦♦♦ ♦♦i ` - '�' 0 l-0 I (STORM ONLY) THE FOLLOWING: ill � z 3 m ♦i♦i♦ ♦ ♦♦ � C> �) O" � O C. A-2000 PVC ASTM 949 F z R g oz . �NIW Z QD. PVC RIB MEETING ASTM D 1784 FOR SANITARY: "CAUTION SEWER BURIED BELOWL ft azz--. v �� — , �� �.r - 9 W III' N QFOR STORM: "CAUTION STORM DRAIN BURIED BELOW." o 0 0 0 XVW Z ♦♦♦ ♦ ♦ QE CPP MEETING AASHTO M252 ¢ a a a a _PLACE 18"ABOVE TOP OF PIPE AND AGAINST 2X4. r •"'•o uxwuur t ♦D• ♦♦IY'YS ��r . m r r o r r r r ^♦♦♦♦♦♦♦:•:• ♦♦D♦. ca.v. 6:w����o a I-U ��_ a r �� rc of O O d ¢ II] I, A= PLUcApG w ��? m0 waww N ~ NiW,Z z U •.,4 lit I mn v rrw�m 00 (CA M 18" •,,��♦ _ ,'�1 • .r♦- , arc o �o0 W z0Z W '1 f 3'"`' •I.11! ••• w a_as o m �mLt `tam •MINIMUM SLOPE FOR x 1• 1!♦�' 3/4"-O PIPE ZONE a __- WOf= x" 1 1 O' 6"PIPE-0.010 MATERIAL AS SPECIFIED a a z i a ••••,••••:•••••••• F o, (.1) Q • ?1 1 �•71 rl 4"PIPE=0.010 m 5 w o o ::• r::<?:'••: rsnss�sv�'r U IO-N Q d U7 �U's C�QU ELEVATION r SIDE SEWER SIDE STORM CHAIN LINK FENCE RIP RAP DETAILS ENAL °�EB. Cif oforegonCity SCALE N.T.S. W w J REv. DATE APPR. Public Works Standard City Drawings DATE JULY 1998 (Y Q PIPELINE CleanWater Services AND GATE C leanWater Services C nWater Services ON-SITE CATCH BASIN DETAIL APPR �z��// U) W DRAWING NO. 520 REVISED 12-16 DRAWING ND. 740 REVISED 12-06 DRAWING NO. 770 REVISED 3-07 DWG.N0. 604 UL w 0 O " U a- v) _ 28 3/4" _ l// ^^• ' 27 3/8" 1B V to zo Po I■ ■I II II "1 A III►,.. A N 1-'a IIIII IIIhCl— TYP. 5/8'X 3"BOI TS —_.I '2 11/2 () 2 EACH END .I''/1 'I IIII• �� i� 1/4"V 1IE o IlIIIUI11►,. m �71E� 1�I�IannIm• SO.EDGE FLAT BAR w SEE DRAWING FOR FRAME AND _... PLAN VIEW SECTION A—A GRATE I� TYP. ANGLE• `�'�B ,,,,co PROP-4-0,.. sw L ��.. ■I 'I a • `vac, �\GINeF� p2� O U"FOR POURED ♦- PLAN C IN PLACE 1575/9�PE ) ~ 2FINFORCEMENT • P ° -- 11� 0R / �ll7lZD 4 LOR PRE CAST OREGO d 13 1/2" "' v z 1 r' __ 0F �qN 21,'0 Q F-10.8 3/8"X 2 1/2"FLAT �// `, 4810 A J BARS AT 1 7/8"ON '9/� \S `. 2" l'H If II II'II rY inum I�aima CENTER ? ° a • R. SM 1 IIIII�iIiiJIJIl •� RENEWS: 06/30/2022 — ' i 111111______I11 s THESE DRAWINGS ARE THE PROPERTY OF o\ - - - .- I WESTLAKE CONSULTANTS INC.(WCI)AND CROSS ° ° ARE NOT TO BE REPRODUCED IN ANY cH I1I1I11111� <w BARS 3/8" ° 18-SU. MANNER EXCEPT WITH THE WRITTEN N - m z ROUND PERMISSION OF NO s 1111111111I1I1 2 I Y 11111111111111 ° CC Mtn III III IIIIIIII 1111111111111 28" 27" N <m 2" I[ III I Il a I!I■I�I�i�l�lr NOTES: SECTION A-A SECTION B-B o I.B 0 1.ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. A 3/8"X 2 1/2" 2.INSTALL STRUCTURE ON MIN.OF 8"OF 3"-0"COMPACTED BASE MATERIAL. FLAT BARS EACH END PLAN —i3/16" 3.PRE CAST REINFORCEMENT SHALL BE REBAR HEATING ASTM A615 GRADE OR WELDED o TYPICAL BOTH ENDS OUTER SECTION B—B WIRE MEETING ASTM A497. to F- BARS AND EVERY SECOND 4.ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I.AND A SLUMP OF o INNER BAR 2"TO 4". 5.AREA DRAINS IN REAR OR SIDE YARDS SHALL NOT BE SUMPED AND SHALL BE PROPERLY Z Q NOTE: CHANNELIZED.ANNELIZED.DITCH INLETS SHALL BE EQUIPPED WIHT AN 18"SUMP. Q 6.PRE-CAST STRUCTURE'S CONFORMING TO O.D.O:J.TYPE G-2 CATCH BASIN INLET ARE AN p FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLA.T BAR STEEL.OR APPROVED[QUA ACCEPTABLE ALTERNATE.(ALL GRATE MATERIAL.AND DIMENSIONS SHALL MEET C.W.S.STANDARDS - 0_ z AS SHOWN ON DETAIL#320) CO - O 0 1n c_, w CATCH BASIN FRAME AND GRATE AREA DRAIN 03 (CC-2) C;leanWater Services TYPE I I C eanWaber ces DRAWING NO 320 REVISED 12-06 DRAWING NO. 380 REVISED 01-13 w I— / z o —I z THIS RECORD DRAWING REFLECTS w D C AS—BUILT FIELD INFORMATION o 1 o m O PROVIDED BY WESTLAKE CONSULTANTS, N N INC. THIS INFORMATION IS SHOWN FOR — Q n RECORD INFORMATION ONLY. o z C O RECORD DRAWING SHEET w i z DRAWN BY: 505 DATE:7 0 C701 \ CHECKED BY: Rs DATE: �� JOB NO. ON 2634-001 ., oa z ?I z •ctA m' m' a STOP SIGN LOCATION 00 (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK ...J`�-- CURB JOINT - DRAINAGE BLOCKOUT PERMANENT SIGN INSTALLATION) STRIPING • SEE STD DETAIL. NO. 146- 3" I.D. SCHEDULE 40 5 MIN" _- SEE NOTE 5 ROW g"� DwV (ABS OR PVC) �� PC/PT EXISTING DRIVEWAY D f PIPE W/COUPLING MATCH MOTH & GRADE i } 1» BATTER I (an. np SIDEWALK A R/W LINE ~ TH G D ROAD R CURBSIDE 6" 0 SEE NOTE 3 Z W ROAD f.(i R( ii 1=' ' - 1 12" `3.� rR �(/ SPe PR VARIES 1 II nr Ill II-\ �_�-�. I t ° } z a.- ,� f°` 9 a q c f 6\�boa ��� 2% SIDEWALK ' ?: -2" OF" 3/4"-0" BASHROCK MA .__--_____ �`° F �C 5'tMIN W aaoo°4 �0 . 6 COMPACTED suecRADE -- TRUNCATED DOME BASE COURSE " DETAIL ° t SEE � - W d f 24 ( �_ C P `��\ LANDSCAPE NOTE 3 LANDSCAPE L,z • Ua'cv COMPACTED SUBGRADE 0�' SEE NOTE 2 STRIP Cr^�' w�� SIDEWALK ADJACENT TO CURB J y �P STRIP `J1 Fo°' P ` .4 0 Ofl OO OO 0 �Q�P EXPANSION ��- Z 0WCU7 -PLANTER ► - 5 MIN. - ROW STRIP d pp p o�, O��T, JOINT (TYP) A 1 z W ai�W _ W a �� ' -- ------- a o .W 2% ° 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. OD OD 0 " -z a 0' MAX - W U�O `33 t �DRB �-a- PC/pT "O' MIN - -3 MBA �� ROAD R 2" EXPANSION JOINT: ER ����� .ti . II=.111 I11 I):-;i I II Ur+,i NI I I' A. To B PROVIDED: LH . __-___ -- FOR REFERENCE ONLY; PLAN ����� z a�0 `- .a•. FL,1 11 ,I - AT EACH POINT of TANGENCY OF THE CURB. INSTALL PER PROWAG R/w NPR oo�o�W. W a'. E:' -2" of 3/4"-0" 2) AT EACH COLD JOINT, RAMP TEXTURE s '0°- CGMPACTED SUBGRADE BASEROCK 3) AT EACH SIDE OFINLET STRUCTURES. 3/4" PROJECTED TOP Al5) LOCATIONS NECE IVA PATTERN DETAIL PLAN VIEW OF CURB '% MAX 4) AT EACH END OF DRIVEW AYS SIDEWALK AWAY FROM CURB NECESSARY TO PLAIT SPACING T� 41 FEET NOTES: B. MATERIAL 10 BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET OR✓/Fyy 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 4' 4' -6" ° .,. 4).- O2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3" CONTRACTION JOINTS: % FLUSH • I- 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMGLDED A. SPACING -10 BE NOT MORE THAN 15 FEET. III 1. - ?'1- F ASPHALT - - , IMPREGNATED :MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-i/2 INCI-1ES. €`,1-411 T 1=_ I I- I_;I' -°„P.mgm. 2" OF AGGREGATE III 7I PLACED TT SIDES 0 DRIVEWAY APPROACHES, UTILITY VAULTS, WI IE11(.HAtR RAMPS AND AT 4. BASE ROCK 2" 0' OR 3/4"-0', 95% COMPACTION BASE POCK SHALL BE TO --'� i 1-TCi�it - £ �-t-� � � � �F' SPACING NOT TO EXCEED 45 FEET. SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. " o �-�...II - ��°4 0' °,o,J-o o:% SEC.TI� ', A-A (3/4'-0') COMPACTED N 4 .C. CONCRETE a 0� o , 0 I 4 FOR SIDEWALK NDJACE.NT TO THE CURB AND POURED AI THE SAME TIME AS THE CURB, �I --) °�° "op�-°po N DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 1 ..11 3 o 0 0 THE JOINT BETWEEN TH=PA SHALL BE A TROWELED JOINT ITH A MIN. 1/2" RADIUS. 2" 3/4"-0" AGO. aASEROCK-/ NOTES: A. 3" I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS 0.� 6 INCHES IF MOUNTABLE CURB IS USED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB Ti 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. CO OR IF SIDEWALK IS INTENDED AS P CRTION OF DRIVEWAY 0IHERWISE SIDEWALK SHALI_ -1AVE SEC IION AAA 0 A MINIMUM THICKNESS OF 4 INCHES" SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND RLPOURED TO FULL DEPTH OF CURB. NOTES: C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM 0E 2.0' 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 F S.I. IN 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 0 6. DRAIN BLOCK OUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANEL SHALL BE BE SCHEDULE 40 DWV TABS OR PVC) PIPE Al 2% SLOPE. CONTRACTION JOIN- TO BE PLACED EDGED ON 4 SIDES. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED Q HEQUAL. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. OVER PIPE 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 3. _XPP.NSIGN JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR 0 BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 4, SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH IfOWLED EDGES ON ALL SIDES.. P i CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES D. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. CL 6. SEE STD DETAIL NO. 146 APPROVED BE APPROVED BE APPROVED St APPROVED E39 NO SCALE W w cn Ceti O 3GRARD NO SCALE C FEY Or TIG ARD NO SCALE CITY of IIGARD NO SCALE CITY F t'IGARD -1 n(rcoN MICHAEL A.STONE.P.E. ORI:CON MICHAEL A.STONE,P.E. oR((cN MICHAEL A.STONE.P.E. oRicoN LORI FAHA,P.E• STANDARD DRIVEWAY DWG.NO. ENGINEERING DIVISION CITY ENdRE1R CONCRETE DWG.NO. ENGINEERING DIVISION .DIGINEER DWG.NO. @ ENGINEERING DIVISION CRY WHEELCHAIR RAMP DWG.NO. ,a'"-" EVGINEERNG DIVISION CID• . f... 1c� h I•UBEC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT CURB & GUTTER � PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT r HALL BLUR "FIG RD,OREGON D. V 2 33125 S.W.HALL BLVD. ,3,z;s.W.DAI.EB,.�D. w/LANDSCAPE STRIPS /1 'LSGAR IOREGON 97223 JANUARY 2013 SIDEWALK 20 CIGARD,OREGON 97223 JANUARY 2013 126 PIGA.,OREGON 97223 JANUARY 2013 STANDARD CORNER 1 28 TIGARD,H OREGON BLVD. JANUARY 2Q46 / 141 r N W IMAM VOICE 1503)639-41]] VOICE(503)039-0171 VOICP.(503)639<t]I VOICE.(503)G39-0171 ly PAX(503)6R4-]29] APPROVAL DATE FAX(303)684-'R9'1 APPROVAL DATE xenx FAh.(503)684-]29] APPROVAL DALE FAX:(503)684I297 APPROVAL Dl:'E L(,I CDD- w As required in Off typical sections Street of construction - 2' 7 O Street plans s` ;'_ 6' 8„ L 0 EXISTING DRIVEWAY - i Area i 4' MIN.) f MATCH WIDTH & GRADE 1' T-cut (see A R/w LINE Surfacing �� note 1) P T .� ¶ 5' MIN. 6„ SEE NOTE 3 TopsoilGROUND I_ or as 4, ��l I i directed Base Material „X -1 8 r ����;r v? 1 SEE NOTE 4 12" 5' MIN 2�. -L SIDEWALK a�i � �{ 6 t + _ = cam)4- SEE POST o i - 0 0 2Y SUPPORT DETAIL SEE a o ETD LANDSCAPE NOTE 3 LANDSCAPE B,a 1 I O SEE NOTE 2 STRIP N. STRIP U Z U C �GD PROFFS x o- E ���5�\"GINEF� o A c5 * o _ • 1 MA ERIALS 59PE X o E _► .-Y)- -7,inha 30' MAX - i a)2 >_ • 2- X 2" X 63", 12 GA. GALV. PERFORATED STEEL - 3' '�^� N L PCS OREGON 0_ 10' MIN ) c _ a)_ a) a 4,3 0 >-. ca `"9 c5v �' _ O i�T�Gn F ti2119 ,�^" O O p Q 3 2 1/2" X 2 1/2" X 18", 12 GA. CALM. PERFORATED 'Q �, 0 PLAN N I STEEL sTIFFNFR POST �'¢RL) �� R/w �p-t N Q 5) 0) I- GROUND R. SM 8„ \JE O R E rn �\/} I G RFORATFDPROJECTED TOP2 14" X 2 1/4 X 36 , 12 GA XLV- PE RENEWS: 06 30 2022 3/4° OF CURB 2% MAXSTEEL THESE DRAWINGS ARE THE PROPERTY OF 6" Min beddingj/8" X 3 1//" GAL..VANZED HFX HEAD BOLT WITH WESKE CONSULTANTS INC.(WCI)AND oO MAN NOT U DE REPRODUCED INT ANY sbelow outside Of _ 1ASHER, OR 5/16' CORNER BOLT. MANNEREXCEPTWITH THE WRITTEN STREET ice _ I 1-1. 6W(, PERMIS90N OF W'CI• pipe bell 3/4" - 0" ��- 2/1E' X 5", GALVANIZED CARRIAGE WITH FLAT AND crushed aggregate :LOCK WASHER, 2 BOLTS Ts PER RAIL PER POST ( 0" o �' II��. SEE NOTE NO. 4 O / 2" X 8" CROSSRAIL.S WITH REFLECTOR!ZED RED AND °7 0aD �' L �I RITE CROSS RAILS. /vt,�'`/ '' vvV % 0 (n �.. w 2" OF AGGREGATE 2' Min Trench /,A,y ,/��,�j 2 SEE MANUAL ON UNIFORM TRAFFiC CONTROL DEVICES N cn SECTION A-A (3/4'-0") COMPACTED foundation i%.„-A yt'N'L"N i�L� stabilization P STREETS AND HIGHWAYS AND THE OREGON o O 0 S,jpVLFMENT. 3 NOTES: if required , o 2F-1 BARRICADES o P'L:-8 BARRICADE DESIGN 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. QC-9 BARRICADE APPLICATION 0 NOTE: POST SUPPORT DETAIL j 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3 ALL MATERIALS AND WORKMANSHIP SHALL BE IN Z 1. 1' T-CUT FOR PIPE ONLY PROJECTS. ACCORDANCE WITH THE CURRENT STATE OF OREGON -1 0 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 2. JOINTS TO BE TACK AND SANDED. STnLJOARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION < d j MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. Ni 4 BAEEBI:;ADE FOR SIDEWALK IS SIMILAR. N 0 0 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. w D (FOR COMMERCIAL DIRVEWAYS ONLY) 0 a 0 APPROVED BY: - APPROVED Br: APPROVE)40 NO SCALE CITY()('HOARD NO SCALE CITY O II GIRD NO SCALE SITS OF IIGARD CO 5 CO OREGON LORI FAHA,P.E. OREGON MICHAEL A.STONE.P.E. <A c,.e MICHAEL A.STONE,P.E. I Cn Q „!'A bNGN1£RNG DIVISION Ott DIGINE£P COMMERCIAL DWG.NO. Z" ENGINE£ NG DIVISION CITYt. TRENCH DWG.NO. " ENGINEERING DIVISION CITA.STONE, STREET DWG.NO. a Q PUBLIC WORKS DEPARTMENT I PUBLIC WORKS DEPARTMENT X PUBLIC WORKS DEPARTMENT C3 131255.W HALL REVD. 13125 S.W HAIL BLVD. HALL TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 1 43 TIGARD OREGON 9T223 JANUARY 2013 BACKFILL 180 TIGARD,OREGON 972 VOICE(503)639A391 VOICE:(OREGONM249 JANUARY 2893 D BARRICADE 1 JCG / FAIL:(503)689]2.9'1 APPROVAL DATE VOICE: 3 FAX:(.(503)639-41]1 !� z - FAX:(503)6 -]2�n APPROVAL DATE l- PAX(503)604-]29] APPROVAL DFr (i o - i D z i THIS RECORD DRAWING REFLECTS N N LLI CO AS-BUILT FIELD INFORMATION z o ao PROVIDED BY WESTLAKE CONSULTANTS, N N o INC. THIS INFORMATION IS SHOWN FOR 5 Q RECORD INFORMATION ONLY. Lu o z 0 RECORD DRAWING SHEET \ N w n z DRAWN BY: .SD DATE:7/4217 C702 \ z 0 CHECKED BY: tR5 DATE:-VD/1-2, JOB NO. N 2634-001 N ( ter` • 24 m0 I 'D '3m CLASS: T8 N CI ASS r KE /`U a 0 TIJ 1 PE ENCASFMLN!` a, AC p PAVEMENT REPLACEMENT.EN I II � II II LI I) (0 -_ O ( CE N 24 � MIN CLEAR All ��` "r C EXCESS E /. r _--�-- ---`'- i h :N- F N G l ';,-. (,,, ,,, t; N[ARE. 1 JOINT % �_% W �r1 FOR J �- ACTOR S.a-1tiC CLEAN F rJR . BfCCHI= 44 ., C, PRE hl,SHALL HRTSRSHRHE � NO PAVEMENT REPLACE MEN I. ii = _ 44 m 'S-i L.(15- -,1,---Fry- SAND .JOINT. 'r �� -i _ ( �� ��) ft 2„ . P ,,,,,�' 1,R� 1 F III, I -- - - - __:IIIJIItI 111 r� urn r �t I Li TABLE 1 II K w� :F r r,.BIattcv ► . .Q:«('< ' 1 _i 4 , . �- E. O .1 BRANCN THRUST BLOCK AND L- " r, FOP _ Dln-> J' � , .,_ - C'BASE.• i-� /!��1 - i r,) 1 PIPE DIA BEARING AREA 1 �0)' I B1 -EPF Y VALVES :G AND L r- ER E- E'OO, /�. 4 '�` ( 1 - �. - _ is r �. lIN) 15F1 Z` NC SIZE. 44 14� s 4.26 JOINTS B RPI Ff C4MW CLASS < I) I „ 3411 102 FOR .5 BOX _OU E M N FS_ Z LI C4 , 04 CRUSHED POCK a- CIRCUMFERENTIAL F,-,i'.IA. : ; SPIRAL - -- /� 8 7.5 1� r 1 I ,, i his D 1- B. 24 SFJ LEUIt REE:EI ERLINCS. of � W II II I II II II 11 GRANULAR BHC.4'F L, — ���� 12 17.0 Z °�r4 , SDP CIE oo� U� WIRE FOR - —,,. RCER 1 �.` �' =T �000m��� E a.19 e. � �C-.1PICONCRETE fJ -TI_ E SI BLOCK POURED U 'UI B EARTH. THRUST OCK L) .I.. r�'L"'-. _ _ _ _ E t I SECURE LAYER I� or TAPE SIZE -SHALL f r PLR TABLE 1 t I C LESS THAN PI ONE C v I rANY r)NF WRAPPED C ILL 1 iE ,JAY AROUND DIf v LI .hE LE. .ALL B- , N 1Ji, �50� PSI. BC �C .HALL_ BE e PRESSURIZED FOR DAYS. B. WR AR PEIP DD 1D LAYERS �LT _ ENCASEMENT PRIOR POURING xl BLOCK °` I I P PI �_- c; 1 THEPOLYETHYLENE TUBE t . , AND SLIP OVER PIPE '>.`J .. [ I E VALVE I E f ., F I F ._:H �:�- P P. HO N. C PIP RAP T./.PE. TAPPING S DLJI. �FICONNECTION. �1 �) �� ,�2H. MIN. 'AL PE i r r Y1 i r TUBE. 8 SHOWN SO I,= ENOSET RA LEE-1 I0 PRO AD'_ D L_ L < t ''I DE:AIL.r 10.2 ���o���1+11i�!��001 . A ONE -OVERLAP A CH 'END OF. PIPE_ E. /C. .-S ON BRANCH C I-E SH.I BE NO 11112! `FAKE LACK N THE TUBE ALONG THE 'P B: LA SNUG -:LIT NOT �I �_ B 4 . ROCK GRANULAR BACK,' :I„ , ,. ',,�- E3I GI_. I I... t NG , J- ':.. CONTRACTOR THE;ROUC I._Y CLEAN PIPE _ 1. L:{ ZONE MATTr2„I SHALL .,_ S, -,. �...lr..fl_.. .�__.K ,,�,:.,_.L �,.,,:.:I=-_ rER CFA:AD :ASH --9D HT r T. �,L F. �_ h! F- ONE LAYER OF OTHERFOREIGN 1 L L E M FILE WHERE,i F y / t� �t�TO CIRCUMFERENTIALLY OR N8RA-. WRAPPED BU O i R ROCKS, E.'.:,,KI .I_ M1, GIL BE J.,E, OUTSIDE P _CG S ,.DJ v O R ' �LCi KE e '^ FEET CENTER. ��`� r N AND � CLASSNATI �IIJr/. LOOSE FOR �.Lv I: TAPE EE. 10 GLfCY ADHESIVE 1�10� CD i1 T:' APPROVAL. .,, �I cat. �..-. COMPACTED �;, ,'� 'Y- � r BOLTS ir` C: „ L1,.1F.. L..:,I:.> � ; I . I, - KI-IL. _, I �. ?t_;. OF ,`,i,. iIi; ARTS r PP i SADDLE ;: - sf TORQUED I, II SI 'LI. LIONS. ..I H LIFTSNOT EXCEEDING r' L MEASURE). �, :,: ,r., - - - CON LR..... f 1 1� Irim- _ - �,E USED ,. _ _L L. .%RC II _. L IS PROPERLY ALIGNED AND . 2LE �,_ ._.. � .,;' � ..:-:..'... ,, ,,,�,K GRANULAR .,_.,h.l::_L _II ,--� :,�._ •.,_-:_L ,,,. :.v PAVED i��.,�� AIL._ _ r�- .. :_ 1 d.., h�1Ax �:'E_ H..:-:... BE PJ`::1 .LED PER -:I%,IL. -l. ..�,,._.. PIPE ITT .h�N„.:; B�:,.,,, SURE 1,-L�,; HE .,�lva,L<:,P IS =Iul DAMAGED, AND :.I - - �n SHALL 2EAS. GI FI: ,H i I.- 1 - _I-IT - E R `✓I r Ri r T I- K: OIA i. �C H ,C�, WRAPPED a POLYETHYLENEO A._ > r SADDLE 'V„ INSTALLATION l.,lti .l,'_� PL APPROVED RL" INSPECT OR �� -:,: � ,,r I�I�L�,1__.E�:i SHALL PER a,,'F-I�:,cLt _; L C _ '�'- x DE 'U 4C I IJ 'II IRON PIPE E v✓ !LINOS Wall WIDTH PAVEMENT l! ..;.,I,, I,,�A REQUIREMENTS.,...MEN�>. . ^, -N. ,:,:w FROM ,_L. �, .,- OVER �,_ RA ,,: _. _�. _.._.___ r ♦�I BE WRA, ICE : ( .,..YETH C_E.N.. NHL N 0 F,,._. L CL:Yi_ . FORWARD 4:. ,I.n.� �)✓L:. HE HELL AND �,.,K,_ C ��� `. If THESE �, i�:PIS IE'_'CI .dliH T=L _.=ECIF 11 JVS ,_` ANOTHER ,'�,'KP _I' ,. , +L,I SHALT 'J6' IFS L_ 1 , F 1", � Q' P_- ..,,,�:,:,. 6 CON tAC FUR >..'=.i_I FLUSH AN, PRESSURE IF> ✓E FOP -PRIOR 1C; ; 3:I (....IHG Q T ,I,;F=C .,T .'.,.Erd7 _r'F'.;I=.,. il.;:�; `H;..'.. 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APPROVED:NWA MODIFIED DIPRA WET APPROVED:NWA TAPPING SADDLE APPROVED:NWA TRENCHBACKFILL WATER o.sTR;cT WATER DISTRICT LOCATION 401 W 201 TRENCH METHOD 301302 SCALE:NONE SCALE:NONE SCALE:NONE SCALE BONE U c E U EE v) 1 yDRA N T BEHIN 18" MIND H. Vv� .. r I ; PLANTER�I Hi E . '.'�K >- r L Tvwo _ __- <o - Y- SHE., 18" ON PROPERTY L. M 63-58DC—'Y J R 4 rs9 A.X — 8: S I�111 � o SEE .o _ er_a� .L,.;J :_ z1 I� o TE cK: PROPERTY LINE EK — — N = OP_ EL Y - 1IC „ Y Ars A' E � , �r` ,i i' �� S JG - L.,N1 .3 III L III i �� �' ��1 " LOT N rr I' D IT' .L`1rN y 1 �_. :`� ' . r_; 1 f a. B K- + ' UTITELY OPT E CE t RB.F P 1 /� r 6 �ASG „C CI •=1P` ,4 - C, v L RB. I'� SFMEN �1 REF N�;IF_ I. "�r�I IMI� -- SEE NOTE �LN p PROF RE F (.. • c? Rio, . �'i HYDRANT N PLANTER. T L. ci C�GINfFP N ! -',mat r '-IJ -� :� E�I, - - - - _ 15759PE �) L� 3COREGON a �, I r 9 I, x FLANGE: __ Y R F x P':- CURRENT f F' �' Rt DI: 1 I SIA „E N,wDc :. 11 K 1 5. ��A� o v �` - .. � I �' CDR SO LA 1 H TO r q rH ME-TER RENEWS: 06/30/2022 _ o '`,. --yP, c. , 1 -_ TAPE E THESE DRAVANGS ARE THE PROPERTY OF F \ KI_Y -- ,„ _`A SERVICE _ SEE i I DETAIL 1 - .... WESTLAKE CONSULTANTS INC.(WCI AND o ASSEMBLE PER DETAIL 402. E. -1 ✓ lib ni. - -' P- n E: W,� M -.c R - - ` ' .DRAIN I _ �,_EE`'. - N. - ARE NOT TO BE REPRODUCED IN ANY co G_ _ ..DE. «.,.; iJ'. R.:1t,: r,;ql, ��..vr LOX. FA' Jr�kJF�IJ MODEL BOX / - - -.-;. ,;,:. :-„S; _.-. .-„,A._ O, S :.. CUBIC (�F- MINIMUM. AI.1�9:.-I.i CO ABOVE _FI MIN. L EIvI 11 B - �� MANNER EXCEPT WITH THE WRITTEN .,',I .,.;';;_B ,`;Il: E;�r'li -,5. '.:v '�C�( �.' ::-.�,_ •r;•,_�L B_;?. �IL,L_ �� �.'L�.JPAL ivo., ..k., �I TAP IN- z• _ < r ( a;\ Ie,r T,1 \A�.L ?.!v> I;� ;T DRAIN OPENING. YV1,4f ✓I I -I 11 :�.F= ., -N �-S,. PERMISSION OF WCI CENTERED ON ANTS OF OPERA-MC AND SIN AIL NOT REST ON op-FRATING A >F Ci.M. IMPF TO THE FOOT WITH CAYERS CDJI.rETE FA3R. P hD STANDARDS. DETAIL. 01 Gr:I" 4 . B. NP;,`D A C^: ONLY: PF VI:E d C< CONCRETE J OVER 4" COMPACTED J" _ PL F cD • 1F"_ 1--CURB STOP vn j CRUSHED PUCK- �E _ EXTEND � ,v1. J_ b„ � , J .� VALVE _^v_� 'LLI?G F , *BAP MINIMUM G. Nk J Ap;NF - c - I PER .SIN =t K ito NCcoUm EA BEYOND _� SECURE , PIPE WITH C�KI. I � Rr- s 1E �- U-BP ._. Di IRENDURCE CONCRT1 N1 LL #4 REBALF MAX J.C. CEN-1-LRLD lERI iT-LLY IN SLAB. 18 LLDE WRAP TAPE, ':L DE IA.IL CONCRETE ROUND HYDRANTS 6PROVIDE LA G N All ! O NOT 1 HYDRANT BARREL : H t- 4nTI,. La-, C. r. I II I ..- , . PIER. A�_,. �� .. NECESSARY. I - N V) CL C. F NEW EO S NI N 1:E SHALLBE ME H , t IRER F ,,A;NDA 'ONS D. O r .: lJ: .-hTENSION REQUIRED . 7c. .>_,._ N. IS ,. ,. DEEPER FROM r... . _C * „. r �,. c .. eNs � EXISTING _U �U_/ Lug AND BREAK �.G,. MAX DEVELOPER'S. ..�,t, SHALL. SET = .. -. -� �IL __-=1Inr Or ,aE PROPERTY=Rl, _ �_ ,F: _ u ._Yl < ; , . _- L H A 1 ;EI.o o D. GRA t)E. SI_- ID FT Ai, 403. 39 .. 'I I ,:P N REP DETAIL AN; dIr, LINE AND THE PUBGC lliY -ASE L J DE :_-,PER', S .: OR SHALL A. , MARK I� - - �I LFT E r r t.iFLi r � f E >i - _ ,. ,. VALVE ,. .I- I �L L II B__. ET RAPE x ;a : R , _, I.u; �.,, I� ,,_ , REQUIRED . , r, . - �ry _Vl r L�� AND NUMBERS n, THE FACE ? ,. .L „I 4. � PANT, � .,'_; _ ._ J, LOT N. i.; O. ILL. .,. a ,TL_ AInI 1, I ,.. TAPP .: ._ I. - r NEW r.., II E. BrCKFLIbC. CRTEND POLYETHYLENE 6 4Pi U. -,0rGPD VALVE AND SECURE O PIPE INSTALL/ i,I_. T.,rH 10 MIL PVC TAPE. _,F.... LL,,,(1_ _,,.. !,. -.I0.,.h.,4 JOINT ,,,,h =>kl: TOT-._r?.,._h. ,. PROPERTY � �.. -., _ -, , WATER ...,Fv-,C, v:.,IJU(.1EPJT� h.r,.F `JOT BF-'�l SET FL�` :FIE T.�<F TF WATER t., _ T� T.vLR �.. . =^.LN.` I., BL.. SL= SHALT . r BLOCK 1 .L�.+ 'E- I' ,- I -L ! ( IyL SE LA I,., A T._0 _, _. __ -_ ,. /E_. ., �r�, �_ L �. > ILL r I. I ILA:I_ 1 II LL L _r .�,;' ,- SD `LI r � Ii ^l I�E D c, BE : J FFEL f VALVES. B" EULY R ,IRAINEL). SCORE. WELL, t K, A ? BELOW >RO ER_, CORNER. TOC,A tION O HE RI HT--O WAY .E P31 KI" 80- _I LOCATION ON RIGHT-OF- LIND r - EM I CONCRETE t__ '1 imPAc' ;, L OPER (1N NL 71 Y2 h v (t PIER FL ON WEEP H I J 4 L I I� Ft . .. . ..,.._.- `^. ,R ,� : ;: C' � _'U., ^. ;I ry ' P•,'. ;,- ,I„ � :C:-- n� 3 1I 1I ICY LJE.,,.,.RL�.;T',,., N '�ul,� OE a H. 8 ,, ;; PVC ;;vRJ-> t<.LvJ'�Eh, �K� ,�.J•.N._,.,; 10 ��.,I�,.54 :-Ir..... USING s, l,.l -;..,:8_C :.-a,, 'J.,;I:..J..,_CC, NATIVE owl._. .,. .. _, ..._..., .:.) R.LH BIT.. ._L... .J� .Y ..I. . -t. ..,TR_,,, L,TC L. _. � ,G.,. ,J P'dOH B HNC) G L. - K. ,,:�kl r:?A, i T-RRt..t.. -r., y;.,,� I,R,,._, :,„JUP.Vt:d: DEVELOPER. SHALLP,\Y FOR ANY .'�LC;-.:P,IIL,P. E,` .R. „F,: T�. STIRRER' K�...., '-_N� DEVELOPER ;",.LI_ PAY .. i,.N1 -Z.LJC,'• ::P.I OF� SERVICES � r F ; BELOW _,-- „,.- - „. - , eL z f MP' T. i::7J ,.I tUL<. TINE C. A:, E M O EA ,, F : , .Iu' ',,I A SURVEY rh L N W z ROCK. CONCEIT- ER B�a n,:.. �� Qom- E":T ��N' XE� N;T Si�I 4,1IHI�. 1 FOOT CF S� �I L I m o ' ..J BLOCK. ENSURE 'rRA DOES _ �`` "" T >. U NC 1 14 I[MIRE ,. I1 1,"- r --"' W o DATE:11/2019 DATE:11/2019 DATE:11/2019 DESIGNED:MBA DATE:11/2019 DESIGNED:MBA DESIGNED:MBA DESIGNED:MBA DUAL WATER SERVICE 7 • SINGLE WATER SERVICE ___ DETAIL m TUALATIN VALLEY DETAIL TUALATIN VALLEY FIRE HYDRANT STANDARD DETAIL . TUALATIN VALLEY DETAIL TUALATIN VALLEY APPROVED:NWA TYPICAL VALVE SETTING APPROVED:NWA APPROVED:NWA TYPICAL INSTALLATION APPROVED,:NwA TYPICAL INSTALLATION N CR WATER DISTRICT ,HATER DISTRICT INSTALLATION WATER DISTRICT WATER DISTRICT - WITH PLANTER STRIP 604 < MOWN 402 502WITH PLANTER STRIP 603 SCALE NONE U SCALE:NONE SCALE:NONE SCALE NONE N I— `` J z o E THIS RECORD DRAWING REFLECTS o CO AS-BUILT FIELD INFORMATION z o ao b PROVIDED BY WESTLAKE CONSULTANTS, ( o N o INC. THIS INFORMATION IS SHOWN FOR 5 N Q -4n RECORD INFORMATION ONLY. re o OZ O RECORD DRAWING SHEET • DRAWN BY: 505 DATE:7 /7 C703 \ CHECKED BY: S DATE:`7 1 JOB NO. N 2634-001 o f PERCIVAI. LANDSCAPE IRCIIITEC TC-RT NARROW SPACE ON GRAVEL PATH (FULL DEPTH P.O. BOX 14676 ND, CONSTRUCTION AND DIMENSION NOTES: GRAVEL PATH: PER DETAIL B/L1 CONCRETE PAD AND WALK: PORTLAND, MATCH STREETSIDE WALK - SEE BOTH SIDES OF AND COMPATED) FINISH OREGON 1 . PRESERVE AND PROTECT EXISTING TREES TO ROUND RIVER STONE: PER DETAIL CIVIL) WITH PICNIC TABLE (PEDESTAL GRAVEL PATH TO BE SURFACE TO MEET AND 97293 REMAIN. COMPLY WITH ALL CITY AND PROJECT SMOOTH WEED FREE MATCH CONCRETE WALK perlandscape©gmail.com C/L1 MOUNTED - "COLUMBIA CASCADE 503-939-3547 ARBORIST REQUIREMENTS. PROVIDE AND MAINTAIN TIMBERFORM PARKWAY TABLE WITH 3 DEEP BARK MULCH PROTECTIVE MEASURES AS REQUIRED AND NEEDED. SEAT MODEL NO. 2059-ADA-P") THIS INCLUDE PROTECTING ALL SOIL SURFACE AND EXISTING TREES: PRESERVE ��ISTEj 7 r AREAS WITHIN THE ARBORIST INDICATE PROTECTIVE AND PROTECT. MEET ALL '' ZONE. ALL WORK WITH PROTECTED ARE MUST BE CITY STANDARDS AND • 1' 74 • DONE WITH THE PROJECT ARBORIST PRESENT AND ARBORIST'S REQUIREMENTS i ' a 41,4A. A) PROVIDING GUIDANCE. co p ® / .roe P�RCIVAL U 55°23'1"' op W 0 2. PRIOR TO DOING ANY OF OPEN SPACE WORK IN EXISTING OAK: TO REMAIN > O 100' Radi, O 0 OREGON t� 50' Rad. 40°29'14" s'C , ti THESE AREAS: REMOVE TRASH; ERADICATE, COLLECT AND BE PROTECTED � • i 1— ''•' - � 5 --_ _ __ _ _ _ _-_ _ _ _ 3 _ ALIGN PP. 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IT SHALL BE FREE OF DIRT, orii, ° I "� z DEBRIS AND EXTRANEOUS MATERIALS. `i z z V ®,00 i\-m 4' TAL CH AR RAIL FENCE (TYP.) I 20'Ra gp°g'24"' 2'R O < 0- zz 8. PICNIC TABLE AND BENCH WHERE SET SHALL BE oo ! W 4 CONCRETE PAD: MEET AND I A U v LEVEL. THEY SHALL BE SET SQUARE AND CENTER o ° 4' TAL SLACK CHAIN LINK FENCE (TYP.) I ft MATCH SIDEWALK AND \ I , WITH CONCRETE PADS BELOW. PROVIDE WITH I °, ; I SAME DETAIL. PROVIDEiiV ' ` I 5 �. U HEAVY DUTY STAINLESS STEEL ANCHOR BOLTS. oo ° m 6' TAL ';GOOD NEIGHBOR' FENCE: ECAR I I- i WITH PEDESTAL MOUNTED ° INSTALL PER MANUFACTURERS DETAILS AND V 0 1 X6 F:NE BOARDS, j4X4 P.T. FEN E d i BENCH ("COLUMBIA Q RECOMMENDATIONS. INSTALL BOLTS INTO ! ; POST A TI RUN ENDS AND AT 8' O.C. W CASCADE TIMBERFORM 4 17 00 W 0_ 1 CONTRACTOR PRE-DRILLED INTO CONCRETE. oy o DOUBL II" 2X4 PT RAILS AT TOP AND I Q I PARKWAY BENCH MODEL 20 Rad I 7d D ( ) SECURE WITH TWO-PART HIGH STRENGTH EPDXY OR NORTH v LIIIJ m BOTTO b F FENCE T P. > - - - " 1 ' z OTHER APPROVED METHOD AND MATERIAL... REVIEW i'oo ( � ) NO. 2016 6 ADA P 2'R > Z WITH OWNER FOR REVIEW AND APPROVAL PRIOR TO �;o0 0 m I a_ 55°2 '50j" , I w . Q WI INSTALLATION. [Illli - - I 'mil ! d 0 ° 20 Ra v v� ----I I I 9. BED AND LAWN EDGES TO BE SMOOTH AND ALIGNED °°vo 0 Y i -- CV f ® I °. i I 116°36'41" �I4 \5'Rad ��I AS INDICATED. ° ° d d i I �- - 11 ° d ,a d °- a 1-- ° �T � ° d° d a a ° d � �° -a Al � �d d - � d : I- I ao , . ; 12.5 o) o� o� d d ° 2.71, Alpit (off 0 0 .° ,, .. 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CONSTRUCTION & DIMENSION B GRAVEL WALK 1 " = 6 " RIVER ROCK BELOW EXI STI \ G OA < 1 " — 12" Sheet L- 1 IRRIGATION LEGEND AND NOTES: f irl i,..f, DRIPPER LINE: "NETAFIM CV", 0.6 G.P.H © 12" ON 0 0 N CENTER. 3" DEEP BURIAL ® ® PERCIVAI. O 0 O LAtinSC-FI LATERAL LINE: SCHEDULE 40 PVC. PIPE SIZE ' =:L . 1=o= o o=- 3� ___ ___ _ _ __ _� 1 " _5� '' IRCFIITECTCRi P.O. BOX 14676 �•��•��=� � '�''[��•���•` �r•`i - -- - _ - ___ _ _ _ - - - - - 31� PORTLAND, i • • • • • �C • • • • • OREGON NOTED ON FIRST AND LAST SEGMENT OF LIKE �_��_•- - - -�'- -•-•-•- -�•; ° - — _ _- - . - [" I • • • • • • • . . . • • •1-. ,vvvvvvvvvv - ,,vvvvv vavv �• - vvvvv J- - -- _- �;- - - - - _ - ------------- --- - = SIZED PIPE. 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' 74 • '_� PROVIDE 4" a �t�,' 11.1 4Ag.[!,[• °- �'IIIIIIINIIINIIIIIIII iIIIMIINI�INIIII INIIIIIIINIIIIIIMIINIIIIIIIIIWyll1117"nppppp11111 ll111111111111111111111111llll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMI plll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIINMINMNMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIOIIIIIIII1011 MAINLINE: SCHEDULE 40 PVC; SIZE NOTED ON 1i/2" �j - "I 1 „ - - 7,, ,,,� ' Q 12.5 3/4" ° 5A 1� � '� U _ DIA SCHED OE PERCIVA FIRST AND LAST SECTION OF LIKE SIZE PIPE. ,� ° , I -°1011 i�2" 40 PVC PIPE „ 1 I OREGON �, �� 3 1 3/4 d t \ �� �� I / I 1 SLEEVE, 18 s�, �, � PR VNTR: LEADFREE "° 2 --- __ Idh ` Pp,Z BACKFLOW E E E , © O BELOW GRADE DOUBLE CHECK TYPE WITH SHUT OF BRASS ! o p `�7; 22 2A I IRRIGATION MAINLINE PIPE AND f r FOR MAINLINE -VALVES ON BOTH ENDS. LINE SIZE. MEETING CITY 5 1A ® •! CONTROL VALVES ARE SHOWN IN PIPE PASSING °REQUIREMENTS. ! oo � i WATER QUALITY POND AND OUTSIDE BELOW ,�v 3/4 °°=- • OPEN SPACE FOR GRAPHIC CLARITY CONCRETE ° )) v v- , O CONTROL VALVE: HUNTER,) "RAINBIRD",RAINBIRD),, SIZE , n _ ONLY. INSTALL NORTH OF THE POND 1 d 1 WALK. AND APPROPRIATE TYPE FOR POP-UP OR DRIPPER - -- ------ I - FENCE AND IN THE OPEN SPACE. ia LINE ZONES. VALVES FOR DRIPPER LINE ZONES ! INDICATE WHERE ACTUCALLY -i z TO HAVE OWNER APPROVED PRESSURE REGULATOR i o- I I 1 INSTALLED IN AS-BUILT DRAWINGS. 1 0 I - __ �I+ O AND FILTER AS PART OF CONTROL VALVE ° lit I I I I 1. a° ASSEMBLY. I o © I 3/4=- I , 3/4 vvv j 1 [?I'o " I a° ' • ' �Q m CONTROL VALVE FLAG/LABEL: ov I i I ��� J G.P.M. (AT 40 PSI) [•,;- °= ° I I ° 3/4 WATER — ° a Ia I /4 METER WITH 1 " 11.( 4; ,, VALVE NUMBER AND DESIGNATION LETTER 17 I i 3B4„ 45 / SERVICE WATER H I 3/4� IL ;off I 1 LINE FROM MAIN. ,-,/ w z L,) 1 . PROVIDE NEW UN-USED MATERIAL OF THE TYPE ['' I I W �' (SEE CIVIL) v 0 O W ° I v\\, z INDICATED. 1 �, - ! NMI NI IIII�IIIIIIIIIIIINIIIIINIII VIIIIIIIIIIIIIIIIIIIP. (L 0 / w I vv_ I ,�-o I a 2B 14.5 ji �� ' v w p 2 z 1 °° a 2. PROVIDE AS INDICATED ON DETAILS. i /4" �{{ ,r„µ z �° v O u v u I W 3 „ 'I ` iN L W O W 3. PRIOR TO BEGINNING ANY OTHER IRRIGATION WORK rr o-_ „� A. Q i I I 3 ,J z w z O MEASURE AND RECORD THE STATIC WATER PRESSURE NORTH _ IIIII > ° i I / W Q O o AT THE POINTS OF CONNECTION FOR THE TWO • a I > J O U Q IRRIGATION WATER METERS. REPORT RESULTS TO fE O ° Q t2 v OWNER PRIOR TO PERFORMING OTHER WORK. IF 11/"[, °°-- „ --'?\IIIII] -_-= I 1 1 - OWNER REQUIRED BY OWNER, PROVIDE A PRICE AND PROVIDE A --1---- --- -- I I Z� ~ 401, � — PRESSURE REGULATING VALVE IN A VALVE BOX JUST °.°,-11 ' °1 - - - �__ 3/4 i _O z0 ), 7� - - • ' ! I — 1 DOWN STREAM OF BACK FLOW PREVENTER. 1 WATER METER %  ° ° ° ° ° I I � � H O v WITH 1 SERVICE -. / a ° ° LL, a a a ° I 3 �®' CO Q 4. IRRIGATION, EXCEPT FOR DRIPPER LINE, SHALL BE WATER LINE FROM c�1 ° /// ° : , a ° ° Oriri% ^ PROVIDED AND COMPLETE PRIOR TO INSTALLING PLANTS. - MAIN. (SEE CIVIL) ° ° e ° ° a ° ° ° ° ° `J ° ° DRIPPER LINE SHALL BE FULLY INSTALLED WITHIN 24 EACH STREET SIDE PLANTING AREA TO BE IRRIGATION BY °° me ° lee/ HOURS OF PLANT INSTALLATION. ® AND WHEN ADJACENT PROPERTY DEVELOPED. PROVIDE e �/ ------------------------------- 5. PROVIDE BATTERY CONTROLLED AND POWERED CONTROL POP-UP SPRINKLER HEAD TO HEAD COVERAGE LAWN OR V) VALVES. PROVIDE WITH ADJUSTMENT AND TIMING DRIPPER LINE IRRIGATION IF NOT LAWN. (TYPICAL) • z DEVISE. W � SW SPRUCE STREET IZ 6. PROVIDE TRAINING AND DEMONSTRATION TO OWNER O ON ALL OPERATIONS AND FACETS OF IRRIGATION SYSTEM AND EQUIPMENT. „ , „ 7. MAINTAIN, ADJUST, SET TIMING, AND PROVIDE A IRRIGATIO \ PLAN 0 0 0 0 REPLACEMENTS AND REPAIRS OR IRRIGATION AS TOP OF FINISH GRADE (Top of Soil) co co co NEEDED FROM THE START OF CONSTRUCTION AND UNTIL MULCH FINAL ACCEPTANCE OF PLANTING. WATERING TO BE DEPTH MAY VARY TO cc) co co PROVIDED TO SUPPLY ALL PLANTS WITH OPTIMAL, BUT AVOID DISTURBING ;�!os �Ijj� 4a ar4014144.4 EXISTING ROOTS RI NOT EXCESS, WATERING. o 0 0 ►e i ►O�!� DRIPPER LINE o_ [Z .� ei o 0 o NLg 00 ��; BARBED FITTING ' o w 0` ,pig CI 3 z .;�y` PVC SCHED. 40 RISER �, 3 °, a, �'.u.' AND FITTINGS m iv .a 0 0 CC a LATERAL/HEADER/MAINFOLD PIPE `° VALVE BOX: CONCRETE BOX AND EXTENSION DOUBLE CHECK VALVE ASSEMBLY TOP OF VAVLE BOXES TO BE 1 /2" ABOVE FINISH GRADE IN LAWNS LINE SIZE BALL VALVE: PROVIDE IN SEPARATE TRENCH / PIPE COLLARS AS NEEDED. METAL LID. SIZED TO TYPE BACKFLOW PREVENTER. TEST AND 2" ABOVE FINISH GRADE (SOIL) IN BEDS 10" ROUND VALVE BOX IF IT DOES NOT FIT FIT ENTIRE ASSEMBLY WITH 6" (MIN.) CLEARANCE PORTS SHALL NOT POINT DOWNWARD IN BOX WITH CONTROL VALVE ALL AROUND. TYPE AS APPROVED BY (ROTATE FROM VIEW BELOW IF NEEDED). 10" ROUND VALVE BOX OWNER AND LOCAL JURISDICTION. EST PORTS SHALL BE PLUGGED WITH FIN. THREADED PLUGS \ GRADE CONTROL VALVE WITH UNIONS ON SCHEDULE 80 PVC NIPPLES 6 DIA. SCHED. 40 ����` �������`��� ���� ' .-4-w / • • BOTH SIDE TRENCH BACKFILL PER AND UNIONS ON BOTH SIDES PIPE AND FITTINGS SLEEVE ACCESS TO tv '4° i ���!e FINISH GRADE Lei iI .. i SPECIFICATIONS: WHERE TO MEET CODES DRAIN VALVE: CUT d� ►� • • )° „ �, cv - -- . I N N �2 CLEARANCE FROM TOP OF NOT NOTED IN SPECS. "_> PROVIDE LINE SIZE TO BE 2 CLEAR OF ; •e N � ` _" ,� •�jj = PIPE TO BOTTOM OF VALVE BOX TOPSOIL BACKFILLc. ISOLATION VALVE BRASS ISOLATION VALVE PIPE. PLUG OPENING ... '�� i� II 111111� ��""�� 00 IN LANDSCAPE PROVIDE CLEAN, ORGAINIC ON UPSTREAM �, 4*1lI � �I■ 11i'i! .)��;II I� ■` END CUT OUTS. MODIFY BOX ► ° ° ° ° ° ° ° ° ° �� AREAS FREE ROCK AND GRAVEL WITH FABRIC. �_ �ei`•e `M104 . 0°0°0°0°0°0 .°0°0°.°0°00110.. .tee ' SIDE OF ASSEMBLY / \ /�/� °� °� °lirtirtirliiiiiiiiiii. 0 0 0 0// //�� �ei���eiO1�ei ° ° °•° ° ° �.o�:ei� AS NEEDED. FREE FRIABLE /\ , \ \ FINISH GRADE eiei °0°0° °0°0°0 ei�Lei/ / ��.-. o ° o ° o °o°°° °°°o°° e ,may\\,\\ \, = SAND. COMPACT TO 95� .\ MANUAL DRAIN VALVE ��-c rig . ...� o00000000•000 i - I �,�, ,\i\�\\\� �i�i v ♦ 'o°o°o°o•oo° 00000.000000� ,*, \ \ \ \ \ TRACING WIRE ---- %—III\III ei�����:�%'�� -' %��&A._-.-�' rjy��,:�=�ij4 �j�-��,:y�ij�-o 'i'� '� LATERAL PIPE �o - ��;��;��;�� �;�; 1= RELATIVE MAX, D R Y -� T = SCHED. 40 PVC i��i�._�i�o raj--vj� - •`.-�e =1' DENSITY _� • . ur 1 •• ,• :k ig, oo°�°•��I�e e�� of P.T. 2X6 BOARD VALVE BOX II I��I���, . III ii !IY!�! • 0 0 0 . . 11- ►-�� ,J ._4 11 `..� _ NIPPLE ELBOW ° ° °.• • ° ° eir -- b P.T. 4X4 HORIZONTAL a :°o°°=°°o°o° ° ��eie SUPPORT AND SUMP EDGE. 00 it >: '= "COMPACTED OR _ . 0 0 0 00 e 2 CLEARANCE (MIN.) -I AND FITTINGS •o0goo0goo0 ° ��e�� .o SUPPORT ACROSS FULL o°°oo°°oo°° ° �� PROVIDE ALL AROUND BASEUNDISTURBED TI11= , II WIDTH OF VALVE BOX °°°°°°°°°°° ° _ „: SET PIPE AT SAME LEVELIII-II III o°g °o°g°oo �i SCHEDULE 40SOLENOIDSUB-GRADE II-III % III12 LONG P.T� °°°°°°°°°°° ° ► OF VALVE BOX. NAIL TOGETHER DO NOT STACK_ ' / = o�o�o�o�o�oo ° PVC NIPPLE COMPATIBLE WITH = III-1,� - Q Ili- P.T. 4X4 SUPPORT `:"- TO FORM SINGLE ASSEMBLY. .. : y - ' I I- ','a'.- •:- N ,,, • •''..;�-� 2X8: CENTER N � o0000000000000 � _ - 1."77,:. POSTS AT BOTH ENDS ON VALVE °°°°°°°°°°°°°°° ' BATTERY POWERED _ :.� :;:.:_ o�o�o�o�o�o�o�o �i MAINLINE CONTROL MODULE �,� - TRACING WIRE II OF HORIZONTAL SUPPORT ` :`': ` ' FLOW I — . . ;�: o°o°o°o°o°o°o°o c o00000000000000 , _ ._ Z IIIIIII1E1I1 +. 4 ��� . ..1 7 : SOIL SEPARATION- °° °°°.°°°.0 �� DECODER, COMMON, AND ° ° ° ° ° ° °°°°°°°°°°°°°°° ► PEA GRAVEL BATTERY POWERED CONTROL MODULE AFFIXED TO ° ° ° ° ° ° ° ° ° ° ° ° ° �' •. , ' MASONRY BLOCK BASE ° ° ° ° ° ° ° ° �' Type ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° SETTING BED CONTROL WIRE ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° • FABRIC • . 0°0°0°0°0°0 INSIDE OF VALVE BOX OPEN SPACE III :: ;a• �. 0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°�: .. ALL AROUND. STAGGER 0 0 0 0 0 0 0 �° SUMP MINIMUM CLEARANCE ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ; <. °000O000g0000o00000000000000000o00 000c !'.• °°p°o°p°oop°o°pI- ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° � •' " � BLOCKS IN DIFFERENT i .. .. ,.i ' • ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° MAINLINE AND LATERAL �� �� �� 8c POND AREA 000000000000000000 PIPE ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° �� "` LAYERS. GROUT FILL PEA GRAVEL =1' . '' .. o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°0 12,) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -III- ' . �: .. .. . ,, 0 : .:.:, -=111- 11=III=III=III=IIII III; ;IIIIIIIII IIII lll���lllii�llliiilllliillllilllllii_��1 I-1' ALL CELLS SUMP DIA. IRRIGATION 1 i 1=T1111=Ti= � ACKELOW PREVENTER PEA GRAVEL: 8" COEP - CONTROL VALVE ASSEV 3LY TRENCH / PIPE Sheet 0 - 0 L-2 1-1 PLANTING LEGEND AND NOTES: EXISTING TREES TO REMAIN AND �, symbol tag common name / botanical name: size, (quantity) BE PROTECTED %�� TREES • O O O O PERCIVAL LANDSCAPE (60)ARBV O O O ARCHITECTURE BOX P.O. BOX 14676 PORTLAND, ,.�►'J�•O•O•OHO. •,��P��•�•`•O•r•O'�04.wOtA►.4�'is�w_�..'7y_�.,y,,,-•-1:q�.�.'i*♦ ors r� �=r� -- _ �s._.=-- � OREGON 97293 OAK OREGON WHITE OAK QUERCUS GARRYANA- 3 CAL., (8) a.-•-•-•-•-•-C�-.-•-•-•-•-•-•.��••,�► ,.�.• ,...•.•-fir!°°°°°°°°° •.:•,,,-.4000 �`�o�`•-.�-•.-`.'�'� (4)CROS i,► �. •�. � OOPO ,_,,. —_ - -_ --,�, - ,—=, - - -- . --- ------- -- — erlandsca eCa? mail.com . ti ti ti ti ti ti ti fir'• •• vvvv - . vvvvvvvvv • ���t-��' ••�• 1 •�,® OQOOOOi�Q ri�►� vv - - vvvvv �• vv • vv vvv -_ .,� O�O�O�O�O�O�O�O O�O�O OBI o�.fi• •a - . yy.v4 -4 ,4 4•• -4!10 46• — '!'4 'fot IE%OOr��.!. _ P P 9 c� . 4 - vvvvvvv�j� vv • "- •.6 ,� .��•.;�,• .�• .• -- �•. •���•�,�►i!I��,�r}r`r�� vvvvvvvvvo vvvvvvvvvvvvvvvvvvv . vv'vvvoovvoo'ovv :: vvv vv vv ' vv v v 503-939-3547 • • • • • • • • • • • • ��� vvvvvvvv • v vv• •• �•�titi•• �.�•• `•�� !! •••I••r••• ��••r •� - - vvvv • vvvvvvvv - - --• - - - - - - - - - - - • • vvvvvvvvvvvvvvvvvvvvvvv ; vvvvvvvvvvvvv - d. 0 0 0 0 0 0 0 0 0 0 0 0 , ® ® • ti♦ • I nrootorir;(2)NR0S Itaeseseseseseseseses1seaffo- •o0 0° - - . - v v o v 0 o'v . *-410-`* . ,1 • ' : ICI , � �o0000°vvv - - - - ���( f�•�•�•�•�•�•�•�•�•�•�•�• vv - vv • �� �� 'v • vvvvv . -,.. .. .. •.. . 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(1 )SERV I (1 )SERV CORG CASCADE OREGON GRAPE / MAHONIA NERVOSA: 2 GAL.; (272) - _ ((WEED AND GRASS FREE) i II'oo „ (81 )CORG (4)NROS CENTERED AROUND CROS CLUSTERED HIP ROSE / ROSA PISOCARPA: 2 GAL.; (7) IvVv1• STORM WATER WATER EVERY TREE IN LAWN. -- I_______d ° i . v - °- " QUALITY POND: SEE ,I (2)MOCK o d DNAN DWARF NANDINA / NANDINA DOM. 'HARBOR DWARF': 2 GAL.; (71 ) III CIVIL DRAWINGS a „ vv DVIB DAVID VIBURNUM / VIBURNUM DAVIDII: 5 GAL.; (9) °°• a 'Ivy . i(7)YULE �� v v ,mtxim�mmmmmununnuuuxnunxumro vv • MOCK MOCK ORANGE / PHILADELPHUS LEWISII: 5 GAL.; (2) II- — ���•- d i Vi7 Air ..,.. a I T7O�::. 31 i NROS NOOTKA ROSE ROSA NUTKANA: 2 GAL.; (9) 11::VV ="''Oi. .: SERV SERVICEBERRY / AMELANCHIER ALNIFOLIA: 5 GAL.; (2) Ilvvvvvv. u vvVvA 0 n (1 )STW .:� i V Vv • • I Z Z YULE YULETIDE CAMELLIA / CAMELLIA SASANQUA 'YULETIDE': 5 GAL.; (2)DVIB /;► 7 k IL I , _ v-) z , cn . , _, ( ) II • (43)DNAN z w LAWN i < Q > 2 SOD W (1 )OAKo z W v (j (5)DVIB �'4 ' 11 chi) O w r4 ., . )III o 0c ,� (1 )STW �:�" ; I Q z O NOTES: o o W lit W w 1 . ERADICATE, COLLECT AND REMOVE ALL WEEDS FROM PLANTING AREA. 'Ivy, =} � i w z O o DO NOT DISTURB EXISTING OAK ROOTS. ', Low j (1 )OAK U"'' ' z U Z oOcc i = W U v Q , ,,,,,:v: l M" vv 4 0 2. GRADE AREAS TO BE SMOOTH AND SLOPED TO DRAIN. REMOVE SOIL °' ' CC 0-- d i = Q I�°°° I - cnZ zH AS NEEDED TO PLACE A MINIMUM OF IMPORTED AMENDED TOPSOIL AT NORTH ' [III] ....I (1 )STW ,•. -----I.----- ---- - -LEAST 6" DEEP (SETTLED DEPTH) II �',! �;�, I = Z O „ v , — _ N z O LAW N i�.' v 3. DO NOT CONTAMINATE LAWN OR PLANTING AREAS WITH IRRIGATION, n II — °.' I_..`::•.:..:., d e n c _ o v d o.°. a _ n .. n .. .a c- �a a d ,_a-s'v 1' * a l ii O WALK, OR OTHER WORK. < a = rn r-1 • a� 1_____1____:_________ e• anv A A 4. LOOSEN SURFACE OF EXISTING SOIL TO ELIMINATE COMPACTION AND �_—___— ee n n 'n ea. - a n 4 n 4 < 1* / . - I a , '!.' PROVIDE FRIABLE SOIL AT LEAST 4" DEEP. PROVIDE IMPORTED TOPSOIL -~----~-- ---- —________ • yv° °--_ ee ee AND MAKE A 50%/50% MIX BLEND OF EXISTING AND IMPORTED TOPSOIL """"""' ---~~— --- AT LEAST 4" DEEP. STREET SIDE AND WATER QUALITY POND e , PLANTING PER CIVIL ENGINEER DRAWINGS. • • 5. PROVIDE 6" MINIMUM (SETTLED) DEEP LAYER OF AMENDED BLENDED II IMPORTED TOPSOIL. MIX SHALL BE FRIABLE, SANDY LOAM, FREE OF ALLY SW SPRUCE STREET ROCK, GRAVEL, CLAY, CLODS, WOODY MATERIALS, AND EXTRANEOUS MATERIALS. PLACE AND SPREAD EVENLY OVER ENTIRE PLANTING AND P LAN TI \ G PLAN 1 " = 20' - 0" LAWN AREAS. WATER, RAKE, AND ROLL TO MAKE FIRM AND PREVENT A E E 0 FURTHER SETTLEMENT. MAKE SMOOTH. CO CO CO 6. LAYOUT PLANTS AND REVIEW LOCATIONS WITH OWNER. ADJUST AS INDICATED BY OWNER. co co co W 7. INSTALL PLANTS PLUMB AND SUITABLY ORIENTATED AND PLACED. 0 0 CIS ft, 0 PLANT TREES WITH TOP OF ROOT BALLS 2" ABOVE FINISH GRADE. PLANT SHRUBS WITH TOP OF ROOT BALLS 1 " ABOVE SURROUNDING o 0 o N Lg FINISH GRADE. w 8. PROVIDE 3" (SETTLED) MEDIUM TO FINE GROUND HEMLOCK BARK c c 3 z AROUND TREES IN LAWN, OVER ALL PLANTED SHRUB BEDS, AND ON m 5 .E. SIDES OF TRAILS AS INDICATED. °� a 0 a UNTREATED, TIGHT KNOT, TREE: SET PLUMB AND AT 2X2 STMES: „(3) PER as - 1 CENTER OF HOLE. SET TREE WHEN 2 CALIPER ' o� ���i TOP OF ROOTBALL 2 AND LARGER — (2) PER O �� ABOVE FIN. GRADE. TREE FOR SMALLER TREES I , o (3) PER EVERGREEN TREE _ 11111111 GROW STRAIGHT TREE TIES MULCH AS SPECIFIED (KEEPc. 5 FT. TALL AND LARGER — 5 — -' AT TREE TRUNK. MULCH CLEAR OF SHRUB (2) PER EACH SMALLER w STEM BASE) EVERGREEN TREE = GALV. WIRE TIES: SET SLACK ws AS NEEDED TO ALLOW FOR BACKFILL SOIL 3" OF FREE MOVEMENT IN FINISHED GRADE ALL DIRECTIONS FINISH GRADE :"Isr)1-12L-LI ,. � M,' MULCH. PER SPEC., _ '� j': JCIS ;/� .;.,.. PULL AWAY FROM =`'= ;�s o::.."... ..,.,;;.,;_� % ¢.,; SCARIFY EDGES AND BOTTOM ;:` ������ "��� BASE OF TREE TRUNK. ,1, %,J ,�,���7.11111111111111111111111111"111111111111111111:' �,�; ` OF HOLE IN LAWN PROVIDE: . . oQ `% `% 3 FT. CIRCLE FOR H H 1ROOTBALL: TO BE SET ON FIRMzo m `�' DECID. TREES SUB—GRADE AND 1 " ABOVEType tve:\ " _JA L SURROUNDING FINISH—GRADEm.. e. ANDV OPEN SPACE cL o !.. 5 FT- CIRCLE FOR PLANTING V lik•a(44i,SiNMAT4R:°*,*" v EVERGREEN TREES DIAMETER OF _ 7 ROOTBALL +6' SUBGRADE ROOTBALL DIA. BACKFILL: PER SPEC. Sheet 6 OD TREE 0SH RU 3 L-3 4E' LD = INSTALL NEW 29W LED LUMINAIRE ON A CE 1 INSTALL NEW 45W LED LUMINAIRE ON A 2 FIBERGLASS POLE WITH A 6-FOOT MAST ARM. 1-1 = REPLACE EXISTING LED LUMINAIRE WITH A /FIBERGLASS POLE WITH A 6-FOOT MAST X 45W LED LUMINIARE ON EXISTING MAST ARM ARM. ON THE WOOD POLE. o iOPEN SPACE 0 0 TRACT B O b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 b.1 c�j �, O W � u O ct PUBLIC STREET LIGHTING OPTION "A" NOTES: �°° 11,811 S.F. 0 , °�' `� o.1 o o.1 o.z b.z o.z o.1 .1 o.1 0.1 "--+ 3-4 ,-' I °... 0.1 0.2 0.21 0.2 0.2 0.2 0.1 0.1 0.1 r7 -1O O O 1. LIGHT POLE SHALL BE 30-FOOT DIRECT BURIED, 25-FOOT MOUNTING HEIGHT, I LOT 1 0.1 b.2 b.2 b.2 b.2 b.2 0.2 0.1 0.1 to � N Z TWO-PIECE BRONZE, FIBERGLASS LIGHT POLE. 2,471 S.F. I I ° U U ° 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 , PGE APPROVED LIGHT POLES ARE. F �- -� 0 L J ° 0 0 0 0 0 0 0 0 ' o �' Od d 4 0.2 .2 .2 .2 .2 .2 .2 .2 .1 , -6 in O 4 SHAKESPEARE BHT3099S56L9901 I I I 4 E i- 0 a) '-n ' CMT MDS30-F-100-S2-HS-PC-NP-1B-22 I LOT 12 a I I O �� 0.2 0.2 0.1 0.3 0.3 0.2 0.2 0.2 0.2 kr0 0 k E 2,772 S.F. f/ 0 `t LOT 11 I I / D\ T- -I 0.2 e. 0._ 0.3 e 3 0.3 0.2 0.2 0.2 O PGE APPROVED STUBS ARE: L I I 2,660 S.F. I ICA a SHAKESPEARE BHS3099N3BL9901 _ _ _ L _I I I ,, </ 0.3 0.3 0.1 0.4 0.4 b. 0.3 b.3 0.2 0 z/1 LOT 2 -1 . Ct CMT 25-STUB-UP E J I 2,475 S.F. I I ° 0.4 0.9 0.9 0.5 0.9 0.4 0. 0.3 0.1 Z ct E c ° 8 0.4 0.5 0.) 0.6 0.5 0.5 0.4 0. 0.3 2. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. 1 1 1 r 7 �� 4 . .8 0.5 0.6 0.J b.7 0.6 b.5 0.4 0.3 b.3 E °4. PGE APPROVED JUNCTION BOXES ARE: I LOT 13 I I I I LOT 10 I a °° _ NEWBASIS FCA132418T-00043 I 2,772 S.F. I 1 I I I 1 1 I 0.6 b.7 b. b.8 b.7 b.6 b.5 b.9 b.3 2,660 S.F. :4 .• ° 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.9 0.3 QUAZITE A4213418A017 - o _ L. L J ° I I i LOT 3 I I ARMORCAST A6001946TAX18 PGE _ J 2,478 S.F. I I 0.9 b.9 b.9 b.9 b.8 b.6 0.5 b.. 0.3 HIGHLINE CHA132418HE1 O O O a. �- L J ` . 1.0 1.0 b 9 b.9 b.8 b.6 0.5 b. b.2 N 0 O 6 "ELECTRIC" OR "POWER" SHALL BE IN THE UD MARKING AREA. d O O O O . 1.1 1.0 0�9 b.8 0.7 b.6 0.5 0.1 0 2 45 _ _ _ 1.1 1.0 0 9 0.8 0.7 0.6 0.5 0.c 0 2 ; _ _ _ _ o -.40.- 3. LUMINAIRES SHALL BE PGE APPROVED 29/45 WATT LED, 240V, MAST-ARM r r- r- - - - i- - - - - - - 1.0 1.0 b 9 b.9 b.8 b.6 0.5 b.- b 2 MOUNTED, BRONZE LEOTEK FIXTURE WITH TWISTLOCK P.E. RECEPTACLE. '- - - r- - - - -7 ,- - - - r- - - - 0.9 b.9 b.9 0.9 b.8 b.6 0.5 b.4 iil PGE APPROVED COBRAHEAD LUMINAIRES ARE: 0.8 0.8 br 8 b.8 0.7 b'6 0.5 0.4 29W LEOTEK GCJ1-20H-MV-WW-2R-BZ-450-PCR7-RWG-WL-FDC-PGE d 0.6 0.7 O.7 b.8 0.7 0.6 0.5 0.4 45W LEOTEK GCJ2-20H-MV-WW-2R-BZ-700-PCR7-RWG-WL-FDC-PGE ° 0.5 0.6 *.6 0.7 0.6 0.5 0.4 0.3 I 0 a 4. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE TWISTLOCK, W 4 1- 0.4 0.5 *.5 0.6 0.5 0.4 0.4 0.3 Z Q W Q 0.3 0.9 �.4 0.5 0.9 0.4 .3 0.3 O FAIL-ON, ELECTRONIC, 105-300 VAC, 60 HZ, PER ANSI 136.10, BRONZE HOUSING, 1.5 LUMEN ° < 4 TURN-ON, RATED 1000W TUNGSTEN (1800 VA BALLAST) 1.5:1 TURN-OFF/TURN-ON RATIO, CL L` 0 C3 cc) LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 F-- ° LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 ~ u-) 0. 0.3 .4 0.9 0.3 0.3 0.3 0.1 O� SOLID BRASS PLUG BLADES, CONFORMABLY COATED CDS CELL, 160 JOULE MOV, 2-4 SEC. 1- Q N w ►-� U, �� ,444 S.F. ,444 S.F. 2,444 S.F. ?,444 S.F. ,914 S.F. CO 2,914 S.F 2,632 S.F. 2,632 S.F. 2 632 S.F. 2,632 S.F. 2,632 S.F. o 0.2 0.3 .3 + .3 0.3 0.3 0.2 0.2 TURN-OFF DELAY. Ni ° Q 1 I IWco 0.2 0.2 0.3 ILL.3 0.2 0.2 0.2 (� PGE APPROVED PHOTOELECTRIC CONTROLS ARE: I I I I I- Q RIPLEY RD8645 I I I I Q w 0.2 0.2 '3.2 Z 0.2 b.2 0.2 0.2 DTL DLL 1271.5 J50 - - I I - - - I 0 o.z o.z o.z o.z o.z o.z o.1 h--1 Tii - - - - - - I- - - - , Q:4 0.1 b.2 ;0.2 0.2 0.2 0.2 b.l 1,/1 L - - - �- - - - J L - - - _ _ _ 5. THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED #10AWG, R - - - _ - - 1- - - - I- -I I- - - _ 7 E - - - -� 0.1 b.2 0.2 b.2 b.2 b.l b.1 �+ 600-VOLT, 3-CONDUCTOR, CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT - - - -� \ , - - - 0 PVC JACKET, SUITABLE FOR DIRECT BURIED APPLICATIONS. RATED 904C DRY AND 754C WET. �- \ ° 0.1 b.l b.2 b.2 0.1 0.1 b.l o _ _ \ I a ,� X I 0.1 0.1 0.1 0. 0.1 b.,. 0.,. 0.1 FOR 240-VOLT APPLICATIONS, THE PGE WIRING CONFIGURATION IS: - :' -- d 4 4 = a ° s - -I I+ n , H BLACK AND RED (HOT) ' QX 0.1 0.1 o.l 0.1 o.l o.l o.l 0.1 GREEN (GROUND) d° ° a .°1 . . .., 4 ° - d ° ® O ° 4' 4• d • ° ° °' 4 ° ° 'q ° 4. M� 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 . .4 . 4 ,,, WINK AIMIA 4 1 1 2 0 2 9 7 .., - a • 4 4 °. 774 4 . ° °. d a° 4 d° _ d ° -�.1 0.]. 0.1 0.1 0.]. 0.1 0.1 0.1 0.1 0.1 0. 0. 0. 0. 0.3 0. b.5 0. 0 0.0 ° :° ° d °. d . 6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO P.G.E. SCHEDULE 95 OPTION ° 4 -' ° ° 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 "A" SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. l o.l 0.2 0.2 0.2 0.3 0.4 o.s o.6 o.s o.9 l.o l.o l.o 0.9 o.s o.6 o.s o.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.l o.l o.l o.l 0.2 0.2 0.2 0.2 0.2 0.2 O. 0.2 0.2 0.1 0.1 0.1 0.l .1 LIGHT POLES AND STREET LIGHTS TO BE INSTALLED BY P.G.E. 1 0.2 0.2 0.2 0 3 0.3 0.4 0.5 0.7 0.8 b.9 b.9 b.9 b.9 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 + 0.4 0.9 0.4 0.4 1.4 0.3 0. i. 8.3 0.3 0.3 0.3 0.3 I. 0.3 0.2 0.2 0.1 b.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 b.1 0.1 0.1 b.1 b.1 6.1 0.1 0.2 0.2 0.2 0.2 '0.2 Iu.C-o.r-iTr 0.2 0.2 0.2 b.2 0.2 0.2 b.2 1 0.2 0.1 b.l 0.1 0.1 b.l -�-- 0.4 0.4 0., 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 b.y 078 0.6 0.0 0.8 0,-7 n ti n 5 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0. 0.3 0.4 0.4 0.5 0.5 0 5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0. 0.3 0.4 0.4 0.4 0 3 0.3 0.3 0.3 0.3 0.3 0.4 7. LIGHTING CONTRACTOR/INSTALLER IS SOLELY RESPONSIBLE FOR INSTALLATION OF 0.2 0.2 0.2 0. 0.3 0.4 0.5 0.6 0.7 0.8 0.7 0.7 0.7 0.8 0.7 0.7 0.6 0.5 0. 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0 0.3 0.4 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0 0.i 0-7 Cs= 5�7-4--OT 8 n 3 0.2 0_2 0.2 0.2 0.1 0_1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.9 0.5 0.5 0.- 0.5 0.5 0.5 0 0 0 0 0 0 0 0 .5 0.5 0.5 .5 .5 0.4 .9 .3 0.3 .2 0.2 .2 .1 CORRECT MATERIAL BASED ON CURRENT PGE APPROVED MATERIAL LIST AND JURISDICTION b.2 b.2 b.2 b.2 b. b.4 b.5 b.5 b.6 0.6 b.6 b.6 0.6 b.6 b.6 0.5 b.5 b.4 0.3 b.3 b.3 0.2 b.2 0.3 0.3 b.3 b.3 0.3 b.3 e.3 b.9 b.9 b.4 b.5 b.7 b.8 b.9 1.0 0 1.o b.9 b.9 b.9 0.9 b.8 b.7 0.5 b.4 b.4 0.' b.3 0.3 0.2 b.2 b.2 0.2 b.2 0.1 0.1 b.2 b.2 0.2 b.2 b.2 b.3 0.3 b.4 b.4 b.5 0-6 0 7 0.7� .Tom, 0.7 0.7 0.6 0.6 b.5 0.41 0. 0.3 0.3 b.2 0.2 0.2 SPECIFICATIONS AND STANDARDS. LIGHT POLE AND FIXTURE SUBMITTAL TO PROPER PP 11 ��((/^�,- - - - - JURISDICTION RECOMMENDED. 0.1 0.2 0.2 0.2 0.2 0. 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.• 1.1 1.1 1.2 1.2 1.1 1.0 0.8 0.6 0.5 0.4 0.4 W SIO.�ar[�/ i.SOr21 YE 1 b.2 0.2 0.3 0. 0.3 0.9 0.4 0.5 0.6 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0. 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.0 0.8 0.7 0.5 0.4 0.4 0. 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 I.3 0.3 0.4 0.4 0.6 0.7 0.9 1.0 3.2 1.2 1.2 1.1 1.2 1.2 1.1 1.o 0.8 0.7 0.5 0.4 0.4 0. 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0. 0.9 0.4 0.5 0.7 0.8 1.0 1.2 1.4 1 4 1.4 1.4 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0. . 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.' 0.3 0.9 0.4 0.6 0.7 0.9 1.0 1.2 1.3 .3 1.3 1.3 1.3 1 1.0 0.8 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.2 Z .2 O 0 0.1 0.1 0.1 O.t 0.1 0.1 0.1 0.1 0 ' 1 n 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.- 0.4 0.5 0.6 0.7 0.9 1.2 1.3 1. 1.5 1.4 1.2 1.o 0.8 0.6 0.5 0.4 0.. 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0. 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.3 1. 1.4 1.4 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0 3 0.3 b.3 0.2 a W 1.1 1.4 1.4 1. .0 0.9 :.- .. .. 'r i e 2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.' 0.4 0.4 0.5 0.7 0.9 1.1 1.3 1.4 1.6 1.4 1.3 1.1 0.8 0.6 0.5 0.9 0.3 0.3 0.2 0.2 0.2 C.) J ® 0� e.7 0.5 0.4 e.3 0.3 0.2 0.2 0.1 0.1 W O 0.4 0.6 0.7 0.9 1.1 1. _ Q W• CD 0 Z W O• Cr N W o CZ 4 NUMERIC SUMMARY 4 PROJECT: TOPPING SUBDIVISION H LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN ( .E o 72ND AVENUE ILLUMINANCE FC 0.40 1 .10 0.10 4.00 w • SPRUCE STREET ILLUMINANCE FC 0.45 1 .60 0.10 4.50 Ix E cA °' c �--, .-., (I.) a� STREETLIGHTING DESIGN . c a) Scale: 1 " = 20' H Q U Ct Q DWG. NO JEL1