Loading...
Plans (22) S1T2017 - 00017 .- C rD 2 1.18 , RECEIVED {.. ILA41 CONSTRUCTION PLANS FOR JUL 18 2017 144 GS 0 0 0 it, CITY OF TIGARD ......,-- . . 5. DURHAM SQUARE PARCEL 2 BUILDINGDIVISION _ 0 pz1 ry, .- _GADD, OREGON 'A <1 g D' Egi Cf) E-4 4002' )..4 E.T.3 0, 5.:Tot liiz 04 cc; .,r1 t o 44 01w0 SHEET INDEX 0 utii . ,, mob, 8 Sti4 . Nam. 9,••1 0 ' NUMMI& 44 6.1 11.21 g 1 NAME: N 0. , . > ,....,... 4, < < —.0-#e SW ASFORD 0 D p ii4 4/4„,,, ...... ,4/4( / x tit a COVER SHEET C100 -,:s,. 4,ko GT co . CO . \ / C"N TPACTry SI. ,- < 2 V) GENERAL NOTES C101 A •. ,* , * SW SEVILLE RD 1 t... (REFERENCE 1200CN PLANS FOR DURHAM SQUARE SW :OND$1._ 0 SITE WORK PERMIT #SIT2016-00020) V , L.L.J C..) DURHAM -D RN WA2-IINGTON CT SITE PLAN - OVERALL C300 fiN.....„,:. 0 .z. ..... ?,...) ° SHEAR yes) SITE PLAN - PARCEL 2 C301 1 '" e No• rs N`,.., # ir SITE PLAN GRADING - PARCEL 2 C302 0, ,sAk. ,00 w 40 No s SITE PLAN GRADING ENLARGEMENTS C303 Z W RasEwo©D I Z LU j io 0 w •Its COMPOSITE UTILITY PLAN - OVERALL C400 0 w COMPOSITE UTILITY PLAN - PARCEL 2 C401 . w = 1-1--I 6 cn COMPOSITE UTILITY PLAN - PARCEL 2 UTILITIES IN PARCEL 1 C402 1SV VICINITY MAP n UTILITY PLAN ENLARGEMENTS C403 I LOCATION MAP i CY P 0 ,_ g Ni ' NOT TO SCALE - DETAILS C500 SCALE: 1"=200' c igard Erosion Control j I " • Schedule Inspections: (...n DETAILS C501 Call (503)639-4175 Initial inspection: I Prior to tooting Inspection 1 DETAILS C502 Final inspection: • Prior to thel building Inspection "Pi< = , • A GEOTECHNICAL (.... ' , • REPORT IS REQUIRED . BEFORE THE FOOTING :, = , INSPECTION IS APPROVED , . CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved* _ ne.1-- i - co,D PROA-4. arc: i 1 C.1Pcs_CA CI 11011R' cP \ GINE-A. - - ,. / Permit#: 4(V2i0517 - ez.. , - 82981PE - Address: --47 ,i-A,'507,2-0t) k 1,, , 0REGtfrt..' Suite lis 'ct ..--- * it trz By: jraillai Date: (11 OA 1)> 12,2 c f), ''k- NV kb WARD O MN .--, OFFICE COPY RENEWS: 12/31/2018 NOTE: PROPERTY OWNER APPLICANT E THESE DRAWINGS ARE THE PROPERTY CF o. WSTLAKE CONSULTANTS INC. (NCO AND N 9 THIS DESIGN COMPUES WITH ORS 92.044 (7) IN MISSION HOMES NW, LLC MISSION HOMES NW, LLC IMPERVIOUS AREAS ARE NOT TO BE REPRODUCED IN ANY cNt MANNER EXCEPT WITH THE MITTEN THAT NO UTIUTY INFRASTRUCTURE IS DESIGNED PO BOX 1689 PO BOX 1689PERMISSION OF WO TO BE WITHIN ONE (1) FOOT OF A SURVEY LAKE OSWEGO, OR 97035 LAKE OSWEGO, OR 97035 EXISTING 7,247 SF (7)• MONUMENT LOCATION SHOWN ON A SUBDIVISION PHONE: (503) 781-1814 PHONE: (503) 781-1814 (GRAVEL) N OR PARTITION PLAT. NO DESIGN EXCEPTIONS FAX: (503) 570-8828 FAX: (503) 570-8828 PROPOSED 29,604 SF (0 zill (\i NOR FINAL FIELD LOCATION CHANGES SHALL BE CONTACT: KURT DALBEY CONTACT: KURT DALBEY (ROOF, PARKING) PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN PROPERTY DESCRIPTION ENGINEER I SURVEYOR THE PROHIBITED AREA. 0 ,,,, TAX MAF'AND LOT: WESTLAKE CONSULTANTS, INC. 3 UTILITY PROVIDERS Sc JURISDICTIONAL CONTACTS 1-- (,) MAP TE 2S113BA, LOT 100 PACIFIC CORPORATE CENTER tz, Z-3 15115 SPORTLAND GENERAL ELECTRIC FRONTIER S.W. SEQUOIA PARKWAY, 5 SIPOE: 1. SUITE 150 TIGARD, OR Zs 0.78 ACRES EGO N 97224 2213 SW 153rd DRIVE 4155 SW CEDAR HILLS BLVD. . PHONE PHONE: (503) 684-0652 BEAVERTON, OR 97006 BEAVERTON, OR 97075 c4 in ZONING DESIGNAIION FAX (503) 624-0157 (503) 672-5466 (503) 641-20041- z IP - INDUSTRIAL PARK DISTRICT CONTACT: KEN SANDBLAST, AICP CONTACT: TOD SHATTUCK CONTACT: DAVID ANTHONY 0 m p: CD BRETT MUSICK, PE E5 a. Z a- ' —,..., t.) ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES PROPOSAL: NW NATURAL GAS 0 0 1-1 ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES INDUSTRIAL BUILDING AND ASSOCIATED BENCHMARK 220 NW 2nd AVENUE IMPROVEMENTS a L61 5 (3 ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. PORTLAND, OR 97209 ELEVATIONS ARE BASED CITY OF TIGARD 5 YOU MAY OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. (503) 226-4211 EXT. 4361 co CO STREET ADDRESS BENCHMARK, #110, A BRASS DISK IN t). CONTACT: RYAN TRUAIR (4 (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION MONUMENT BOX FOUND AT C/L 13 — ."--- — W 8..- CENTER IS (503) 232-1987). 7420 SW DURHAM ROAD INTERSECTION OF DURHAM ROAD AND UPPER 0 CITY OF TIGARD TUALATIN VALLEY FIRE & RESCUE et -.3 0, TIGARD, OR 97224 BOONES FERRY, ELEV.: 143.29 (NGVD'29) < 13125 SW HALL BLVD., COMMAND & BUSINESS OPERATIONS CENTER a_ W Q FIELD SURVEYED JULY 2015 AND MAY 2017 (4 0 "i UTILITY STATEMENT: THE UNDERGROUND UTIUTIES SHOWN ARE GEOTECHNICAL ENGINEER TIGARD, OR 97223 11945 SW 70th AVENUE - X , PER FIELD MARKINGS AND RECORD DRAWINGS PROVIDED BY THE HORIZONTAL CONTROL (503) 639-4171 TIGARD, OR 97223 0 W < '0,-- RESPECTIVE UTIUTY AGENCIES. LOCATION OF NON-OBSERVABLE AND/OR GEO PACIFIC ENGINEERING, INC. CONTACT: KHOI LE (503) 259-1504 z t < n 0 i•-• 0 — 43 UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE 14835 SW 72ND AVENUE, CONTACT: JOHN WOLFF HORIZONTAL CONTROL IS BASED ON A rh 3 NOT GUARANTEED TO BE COMPLETE OR ACCURATE PORTLAND, OREGON 97224 (4 LOCAL DATUM PLANE (LOP); UTILIZING 5 Z3 PHONE: (503) 598-8445 TIGARD CONTROL POINT GC_22-060 1,1 0 ci ce z N UTILITY VERIFICATION: CONTRACTOR SHALL POTHOLE TO VERIFY FAX (503) 941-9281 AND GC _22-055; SCALED TO GROUND CITY OF TIGARD c4 LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING ROTATED TO BASIS OF BEARINGS OF SHEET Approved by Planning CONSTRUCTION AND SHALL PROVIDE WESTLAKE CONSULTANTS, INC. SN 22455. is 04) i ( 100 !ciT3 72-HOURS NOTICE OF ANY POTENTIAL CONFLICTS. Date: z Initials: ______ ____ , JOB NO. iht- 2312-017 §0 cv 1 1 ao a CD GENERAL. NOTES DEMOLITION NOTES GENERAL PAVING NOTESss to in �' 00 , 1: ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, SPECIFICATIONS, CODES, 1. CONTRACTOR SHALL REMOVE ALL TREES (IDENTIFIED BY THIS PLAN), SHRUBS, RUBBISH AND 1. PAVEMENT SURFACES SHALL BE STRIPED TO FOLLOW THE PARKING AND TRAFFIC CONTROL PATTERNS. . 5 AND REQUIREMENTS OF THE CITY OF TIGARD AND CLEAN WATER SERVICES (CWS). MAN-MADE STRUCTURES INCLUDING, BUT NOT LIMITED TO, CONCRETE SLABS, SPIGOTS, WALLS, ALL STRIPING AND OTHER PAVEMENT MARKINGS SHALL BE 4" WHITE UNLESS OTHERWISE INDICATED. VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVEL AREAS, BUILDINGS (IEDNTTFIED BY THIS 0 tb 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN PLAN). BUILDING FOUNDATIONS, FENCES, RAILING MACHINERY, ETC., FROM THE AREA OF 2. ALL DIMENSIONING IS TO THE FACE OF CURB OR BUILDING, OR CENTERUNE OF PAVEMENT STRIPING. ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET CITY CONSTRUCTION SHOWN IN THE PLANS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. OF TIGARD AND OTHER APPLICABLE AGENCY REQUIREMENTS AS NECESSARY TO PROVIDE A IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND CONFIRM THE NUMBER OF 3. PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING A LOOSE DEPTH OF 8 INCHES (200 w g COMPLETED PROJECT. ITEMS TO BE REMOVED. MM), AND COMPACT EACH LAYER TO A DENSITY OF 92 PERCENT MODIFIED STANDARD PROCTOR FOR t SILTY SOILS AND 95% FOR SANDS AND GRAVELS >+ 1 THE CONTRACTOR SHALL HAVE APPROPRIATE PERMITS BEFORE COMMENCING WORK ON THIS PROJECT. 2. ALL BURIED STRUCTURES (I.E. LEACH LINES, DRAIN TILE, AND PIPES) NOTED AS BEING REMOVED IN a� THIS INCLUDES PROOF FROM THE DEVELOPER THAT EASEMENTS AND/OR SIGNED AGREEMENTS FOR THE DEMO PLAN, SHALL BE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY 4. EXCEPT FOR MATERIAL INDICATED TO BE RECYCLED, REMOVE EXCAVATED MATERIALS FROM PROJECT WORK OUTSIDE THE BOUNDARY OF THE SITE AS INDICATED ON THE PLANS HAS BEEN OBTAINED. F-4 � n .,, BACKFILLED AND COMPACTED PRIOR TO ANY. GRADING OR FILLING OPERATIONS. THIS IS TO INCLUDE SITE AND LEGALLY DISPOSE OF THEM IN AN EPA-APPROVED- LANDFILL. • vacs STUMPS AND ROOT BALLS OF TREES TO BE REMOVED FROM THE SITE. 2 4. THE CONTRACTOR SHALL REVIEW THE SITE AND SOILS REPORT AND MAKE HIS/HER DETERMINATION F Hfl� OF EXISTING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDITIONS 3. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING ENCOUNTERED. OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR. SUBGRADE PREPARATION 4 z a 0 Z x 5. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS WITH ALL APPROVED REVISIONS ON THE 4. ALL EXCESS MATERIAL (SUITABLE OR UNSUITABLE) NOT UTILIZED ON-SITE SHALL BE REMOVED BY THE G p. O W vlwo PROJECT SITE AT ALL TIMES. ANY CHANGES SHALL BE DESIGNED BY THE ENGINEER AND SUBMITTED1. PLACE SUBBASE AND BASE COURSE ON SUBGRADES FREE OF MUD FROST SNOW OR TGE. U W CONTRACTOR AND DISPOSED OF OFF-SITE INA SUITABLE LOCATION APPROVED BY THE ENGINEER AND ' �'`�d TO THE AFFECTED AGENCY FOR APPROVAL. THE APPROPRIATE REGULATORY AGENCIES. cg'r' 2. ON PREPARED SUBGRADE, PLACE AND COMPACT DRAINAGE COURSE UNDER CAST-IN-PLACE Z „.� 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE. ANY DAMAGE 5. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. COORDINATE WITH CONCRETE SLABS-ON-GRADE AS FOLLOWS: Nomayea. W a14g TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THESE PLANS. SHALL BE REPAIRED/REPLACED ENGINEER TO MARK PRIOR TO CONSTRUCTION. A. PLACE DRAINAGE COURSE THAT EXCEEDS 6 INCHES IN COMPACTED THICKNESS IN LAYERS OF EQUAL AT THE CONTRACTOR'S EXPENSE. EXISTING SURFACE FEATURES AND FENCING SHALL BE REPLACED IN THICKNESS, WITH NO COMPACTED LAYER MORE THAN 6 INCHES THICK OR LESS THAN 3 INCHES KIND. 6. EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT LIMITS SHALL NOT BE DISTURBED OR THICK. REMOVED DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS APPROVED WITH THE EROSION B. COMPACT EACH LAYER OF DRAINAGE COURSE TO REQUIRED CROSS SECTIONS AND THICKNESSES TO CONTROL PLAN PRIOR TO BEGINNING CONSTRUCTION. 7. DEVELOPER SHALL PROVIDE COMPACTION TESTING FOR ALL FILL PLACED IN EXCESS OF 1 FOOT IN NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698. DEPTH. 8. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE FROM RECORD DRAWINGS . C. SHAPE SUBBASE AND BASE COURSE TO REQUIRED CROWN ELEVATIONS AND CROSS-SLOPE GRADES. AND A SURVEY COMPLETED BY WESTLAKE CONSULTANTS, INC. UNLESS OTHERWISE NOTED. THE 8. ALL MATERIAL REMOVED FROM PROJECT SITE SHALL BE DISPOSED OF PER CITY, COUNTY, STATE .......I CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS REGULATIONS AT AN APPROVED SITE. CONTRACTOR TO COORDINATE. � . i OR HER SATISFACTION. - D. COMPACT SUBBASE AND BASE COURSE AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, W 9. CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTILITY FOR THE SHUT OFF AND LINES, GROSS SECTIONS, AND THICKNESS TO NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT 9. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED TO DISCONNECTION OF ALL UTILITIES TO STRUCTURES. INCLUDING POWER, CABLE, TELEPHONE, NATURAL WEIGHT ACCORDING TO ASTM 0 698, STANDARD PROCTOR. MEET EXISTING FIELD CONDITIONS, SHALL BE DESIGNED/APPROVED BY THE ENGINEER, AND BE GAS, WATER, AND SANITARY. APPROVED BY THE APPLICABLE AGENCY REPRESENTATIVE. ,- 10. ANY CONSTRUCTION OBSERVATION BY THE CITY OF TIGARD, CWS, OTHER APPLICABLE JURISDICTIONS, PAYING NOTES CL OR THE ENGINEER, SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO MISC. PUBLIC UTILITIES PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES, PERMITS, AND AGENCY REQUIREMENTS. 1. COARSE AGGREGATE ODOT SSC SECTION 00745:10. SOUND; ANGULAR CRUSHED STONE, OR CRUSHED 1. ELECTRICAL, TELEPHONE, GAS, AND T.V. SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH GRAVEL. I Z t/? 11. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. CONFORMANCE THE APPROPRIATE UTILITY COMPANY. O WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE 2. ASPHALT BINDER: ODOT SSC SECTION 00730 CI W " Li RESPONSIBILITY OF THE CONTRACTOR. 2. UTILITY TRENCHES ARE TO BE DUG, UTILITY CONDUIT IS TO BE PLACED, UTILITY TRENCHES ARE TO BE oct Z BACKFILLED, VAULTS ARE TO BE INSTALLED AND TRANSFORMER PADS ARE TO BE POURED BY THE 3. TACK COAT: ODOT SSC SECTION 00730. 12. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CONTRACTOR PER ELECTRICAL, TELEPHONE, GAS AND T.V. SERVICE PLANS AND STANDARD -JMANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS MODIFIED BY THE OREGON SPECIFICATIONS. 4. HOT-MIX ASPHALT: DENSE, HOT-LAID, HOT-MIX ASPHALT PLANT MIXES APPROVED BY AUTHORITIES p" W4C j SUPPLEMENTS. HAVING JURISDICTION; DESIGNED ACCORDING TO PROCEDURES IN Al MS-2, "MIX DESIGN METHODS FOR '( Q W ASPHALT CONCRETE AND OTHER HOT-MIX TYPES"; AND COMPLYING WITH THE FOLLOWING 13. A PRECONSTRUCTION MEETING SHOULD BE HELD WITH ALL INSPECTORS PER PERMIT REQUIREMENTS UTILITY NOTES (PRIVATE DEVELOPMENT} REQUIREMENTS: P PRIOR TO STARTING ANY WORK. A. PROVIDE MIXES WITH A HISTORY OF SATISFACTORY PERFORMANCE IN GEOGRAPHICAL AREA WHERE 14. CONTRACTOR TO LOCATE ALL EXISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION. ANY 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE OREGON PROJECT IS LOCATED. Cr) MONUMENTS DISTURBED DURING CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED BY A PLUMBING SPECIALTY CODE, OREGON STRUCTURAL SPECIALTY CODE, AND THE OREGON RESIDENTIAL REGISTERED LAND SURVEYOR AT TIME CONTRACTOR'S EXPENSE. A SURVEY SHALL BE RECORDED WITH SPECIALTY CODE. WORK SHALL ALSO CONFORM TO WASHINGTON COUNTY AND CLEAN WATER SERVICES B. BASE AND SURFACE COURSE ODOT SSC SECTION 00745. Xi" DENSE GRADED. WASHINGTON COUNTY FOR ANY RESET PINS. STANDARDS. 5. HOT-MIX ASPHALT PAVEMENT PATCHING: SAW CUT PERIMETER OF PATCH AND EXCAVATE EXISTING 15. THE RESPECTIVE AFFECTED AGENCY MUST BE PRESENT FOR ALL TESTING AND SHALL RECEIVE A 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS PAVEMENT SECTION TO SOUND BASE. EXCAVATE RECTANGULAR OR TRAPEZOIDAL PATCHES, EXTENDING COPY OF ALL TESTING RESULTS PER PERMIT REQUIREMENTS. TV INSPECTION OF SANITARY AND STORM INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 12 INCHES INTO ADJACENT SOUND PAVEMENT, UNLESS OTHERWISE INDICATED. CUT EXCAVATION FACES LINES SHALL TAKE PLACE IMMEDIATELY PRIOR TO PAVING. VERTICALLY. REMOVE EXCAVATED MATERIAL. RECOMPACT EXISTING UNBOUND-AGGREGATE BASE _.t�.. 3. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION COURSE TO FORM NEW SUBGRADE. 16. COORDINATE WITH AND INCORPORATE ARCHITECTURAL AND LANDSCAPE PLANS WITH CIVIL SITE PLANS, PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 6. PATCHING: FILL EXCAVATED PAVEMENTS WITH HOT-MIX ASPHALT BASE MIX AND, WHILE STILL HOT, COMPACT FLUSH WITH ADJACENT SURFACE. 4. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR GRADING NOTES. ACCESSORY REQUIRED FOR CONSTRUCTION. CTh 5. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH OPSC CHAPTER SEVEN, SECTION 707 AND 1. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. CWS OR THE CITY OF SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE SHOWN. COMPACTION REQUIREMENTS TIGARD MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. PROFF 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC SURVEY CREATED AS A COMPILATION OF DATA 1. GENERAL: BEGIN COMPACTION AS SOON AS PLACED HOT-MIX PAVING WILL BEAR ROLLER WEIGHT WITHOUT ,c �OINEF 2. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. OBTAINED BY WESTLAKE CONSULTANTS. EXCESSIVE DISPLACEMENT. COMPACT HOT-MIX PAVING WITH HOT, HAND TAMPERS OR WITH cQy F, "P CWS OR THE CITY OF TIGARD MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION AT VIBRATORY-PLATE COMPACTORS IN AREAS INACCESSIBLE TO ROLLERS. 82981PE ANY TIME. 7. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY ENGINEER OF ..v t; Z C, --- VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF CONNECTION TO EXISTING UTILITIES 2. COMPLETE COMPACTION BEFORE MIX TEMPERATURE COOLS TO 180 DEGREES (F). OREGON 3. EMBANKMENTS OR STRUCTURAL FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE AND LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY cA 1, p°b CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE POTHOLLING PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS 3. ASPHALT COMPACTION AVERAGE DENSITY: 91 PERCENT OF RICE DENSITY ACCORDING TO AASHTO T--209. 'F` 4x12,2© . r BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE THICKNESS. EACH LIFT SHALL BE - RESPONSIBILITY TO SCHEDULE POTHOLLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT /T£OWARO\ 4, COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE 4. AGGREGATE BASE COMPACTION AVERAGE DENSITY: 95 PERCENT OF MODIFIED PROCTOR ACCORDING TO / //))/1" TEST. JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE. ASTM 01557. RENEWS: 12/31/2018 4. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. 8. DOMESTIC WATER LINES AND ACCESSORIES BETWEEN THE WATER METER AND THE BUILDING SHALL THESE ORAWINOS ARE THE PROPERTY OF N CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED PLUMBING CONTRACTOR. T'EST'ING AGENCY REQUIREMENTS WESTLAKE CONSULTANTS REPRODUCED INC. Iova)N AND N THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDER DRAIN ARE NOT TO BE RETH THE N ANY MANNER EXCEPT HATH THE WRITTEN PERMISSION OF WO MUST BE PROVIDED. THE UNDER DRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY INSTALLING 9. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR I NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE OPSC. 1. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM " " FIELD QUALITY-CONTROL TESTING. COORDINATE WITH THE OWNER'S TESTING AGENCY REGARDING TESTING W 6r N BENCH, THEN PLACING A SIX INCH LAYER OF 1 1/2 - 3/4 DRAIN ROCK, AND FINALLY COVERING REQUIREMENTS AND FREQUENCY. CONTRACTOR TO FOLLOW TESTING AGENCY RECOMMENDATIONS. m X00 THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE 10. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, 2. REMOVE AND REPLACE OR INSTALL ADDITIONAL HOT-MIX ASPHALT, AT THE CONTRACTOR'S EXPENSE, WHERE m TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO MINIMUM OF 90 PERCENT ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2.1 AT FINISH GRADE. NO ROCK OR TEST RESULTS OR MEASUREMENTS INDICATE THAT IT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. -, as SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. 11. STORM PIPE MATERIAL TO BE PVC 03034 OR APPROVED ALTERNATE UNLESS OTHERWISE NOTED. L.,_ 0 5. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY 12. SANITARY SEWER PIPE MATERIAL TO BE PVC D3034 OR APPROVED ALTERNATE, THE CONTRACTOR, OF STARTING BENCHMARK TO DETERMINE THE NEED FOR AN UNDER DRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. THE CITY OF TIGARD SHALL BE PROVIDED WITH A COPY OF 13. 4", 6" OR 8" WATERLINE TO BE PVC C900 PIPE OR APPROVED ALTERNATE. 2" AND 3" WATERLINE TO LLJ THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. BE SCHEDULE 40 OR APPROVED ALTERNATE. WATERLINE TO HAVE 3' MINIMUM COVER. z IZ 6CD . IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL 14. NEW DOUBLE CHECK VAULTS TO HAVE SUMP PUMPS INSTALLED FOR DRAINAGE. DAYLIGHT PIPE TO w a NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS NEAREST CURB. INSTALL 2" WEEP. CONTRACTOR TO PROVIDE ELECTRICAL SERVICE TO PUMP. d ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE (6" INDICATED). TWO SEPARATE ELECTRICAL z cn d a PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. THE CONTRACTOR SHALL HAVE 9 w 5 THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR CONDUITS NEEDED. ONE FOR POWER TO SUMP PUMP AND ONE FOR LOW VOLTAGE POWER TO FIRE 9 SERVICE LINE CONTROL VALVE TAMPER SWITCHES. SEE MEP PLANS FOR CONDUIT SIZES AND m CO 0 5 EACH 2 FEET OF FILL. ELECTRICAL ROUTING. METAL SIGN WITH RAISED LETTERS AT LEAST 1 INCH IN SIZE SHALL BE a MOUNTED TO THE FIRE DEPARTMENT CONNECTION. SIGN TO READ "AUTOMATIC SPRINKLERS". METAL J 04 7. SPOT ELEVATIONS AND ELEVATION CONTOURS SHOWN ARE FINISHED GRADE ELEVATIONS. SIGN ON FDC SHALL HAVE A RED REFLECTIVE BACKGROUND WITH WHITE REFLECTIVE LETTERING. 0 cle- LLI 0 15. ALL WATERLINE TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES, AND HYDRANT BRANCHES SHALL BE a C,a ch RESTRAINED AGAINST MOVEMENT BY USING THRUST BLOCKS IN ACCORDANCE WITH 10.8.2 (NFPA 24) t n= OR RESTRAINED JOINT SYSTEMS IN ACCORDANCE WITH 10.8.3. z i d " � o ci S N Ls.! a a z N N SHEET T 4i cy t Cl01 ~ E c!CI) JOB NO. r c:, 2312-017N 1 i I'MZ 0 0o I 3l°. 'Ii ...*S:..00.)14.3 o u� 11.1, / • W 40' 0 20' 40' 80' / "` / 1 Ili III _ �' �' SCALE: 1 INCH = 40 FEET PSS 3,613 SQ. FT. - ��,. ~.- T , I / / F'""t 5 �" • c4 44 14444\04'`� - 4 �"»� V / / f ` 91441 i lif 4% • 04� ♦ fig, 1 /z/ . / �,`� ti. 4 0 Co/ / CI) E'''' �°D /' 4 4- 'SLOPE EASEMENT♦ li a�„� �. Z fi w 4, /` ,.-\,, ,.„.:S.:::' _ ,�N �,� ADDITIONAL PRIVATE j �`-1 Z co t, ,• 4 -" / ;' `-. A`C ESS EASEMENT .TO `� - ./ BENEFI PARCEL 2 v wr�ri� .._ .4 ?� f . �� �,,,� / g VSA / -1(.. ' ~`�;� ADDITIONAL PRIVATE 0 5 �` / `'�``lpoop' UTILITY`L EMENT TO ��r� '•....7 �. ._-----•--41-4' �, ` ! - ♦ ""`- + . `-... BENEFIT P `RC,EL 2 W a� PEM 4 037 SQ. FT. I �" ti Y ,/1 `(U� `i ' f TRACT A ,.':::47p., , E + + y� �'~-,,� + + + + + + + ' r,.,„, .`,.. / t Jf J// SENSITIVE AREA SETBACK BUFFER I PR ► ACCESS AN = + « + + + + + +•+•+ + + � , �!� E LINE f UTILITY EA, EMENTy f+ + + : + , + + . r + + + + _ BENEFIT"PARC Lie . , r / '� + + + + + + + + + + + + lT �.. 403 -7.-n / it + + + + + + +/t + + + (11-17-- dP4 '''''' Cm) •+ / PRIVATE STORM SEWER - - -r' '' iiiio + + + +4. EASEMENT TO BENEFIT ,/� / t«++++ #1").\ �. PARCEL 1 AND 2 / ♦ f+•+ «• ++ , r BuF, - ---1/76; 4.4 i • 4, Z ** 4&# //// --... Cl. • PEM 378 SQ. FT. ../ / J/// ,r' ' �`' '� +++:► 0,,#4i1" ,. ' 3Q, ` . ♦ III ` ++ + 1 + W1 , /4- it„-.1 -- , i Id P \ '6"' \ / ,(4.4, :7Ff-;ir?t 21..i r jJ ,�4I lar- el a /� fo■ R ® ao11oo ® ® 111 ® a ■ oosoaa ■ ■ s ■ ® 000 ■ oo ■ o ® mm ® ■1a ■ aao ® soaaaaol ■ a ■ ■ Osla ® Io�>I1a ® i! I t ++ 0 / ��"' ,�► ■ \. PUBLIC SANITARY / `j0 j ♦ I l +" + #ti ,, r `�'+ Q ,R SEWER EASEMENT I / / ,, -,' 1 + + ++,� �' ,, i 5 . /� f I AFF TO BENEFIT CWS f /r' , ♦ / ++' yam,. 0.. 7,- ■ �� �P �� ��2�r l 8„FFER , .444, `,+4I` / r ' (1'"') 111 ■ _� \4- .1�� — _ _ X11 ■ '`�/ �'. , - .-/ \-\4 . i r 1 Al 4 r - ... 1 `',. PSS • fr j •,-/ I $1 lik -r, \ • \ �� C'i / / / ''� �' ADDITIONAL PRIVATE = P • f ,:� ,, UTILITY EASEMENT TO ® �G�\� , I / � PARCEL 1/PARCEL 2 ' BENEFIT PARCEL 2 Q® ...............\ `ti PQ '�,4( 1/ I PROPERTY BOUNDARYD IIITRACT A T �. ' -� �.-_.j tatA9 901Sk ''' ...I „c.„:„... ....1111000°- r ■ !`]A:++,.w r,r'r � ---- Mme,,, 4. ,'„..i.-..�.,.�+*+s'. /���'0 ■ 'r' Pr`f000 ,�GiNEF:\ �`' /�� '' ■ 82981PE . ,,, . ..,,,,''''' 'vt.,.,..,..,.,0°..:' ''.'/"."\7 0 \:0° III igetiet:11.11444004*' . + , + ' �\ ■ °17) I OREGON o po , X+ ri (<> 22 �r 0. I , pp .- „--.<,--;”, „0,... -- I i. ® ,�/:++ Parcel 2 �X y ,a i�'��r�r V DA CEL. 2 RENEWS: 12/31/20181 E I 1' +' ,.. f!! n11 11V `+ ' .< it ARErs a {w }qui N ANY N ■ 1#+ �' " ,� ® MANNER EXCEPT%MTH' ARE NOT TO RE R HE WRIODUCED TTEN • ■ PERMISSION OF WCt Y ® ♦++ g { :.:'_:,,,A.:: .,:', = T' -'" a LEGEND LIP- ZSN. a ! ♦ / '° • '`'� • l j ■ w — — T PROPERTY BOUNDARY coIli 503 / — — ---- CENTER OF FANNO CREEK am -, ® 1 +j, r�';t ' s r ■ EDGE OF FANNO CREEK ' 000 + + ,r i* CURB I r r + + + 6 i• I ■ a / , .r ` ;� I _,w. .,-,_,- FLOOD HAZARD AREA ■ 1# + + ' i . r ® CL' N. + '++a # + + - r . 7 --- - -- EXISTING EASEMENT ILI ZS III II CL. N I + a �•*«+ + j , r4. ' I ._ PROPOSED EASEMENT o ICD ��► , / ■ BUILDING Z ,-,1 ■ A if c4 + 4 ys�A,;` `- • ,,,�' ■ ---a FENCE z cn .w.! v ® p +;*'+++c4 rf r a EXISTING WALL 9 b �,, 5 CEI + r + ■ r ■ l���ffi SIDEWALK ik II -JCV CP- a o 11 3`1 .'' / + + + + + LANDSCAPING _J °- --:(.. .461. r r a`t. W ■ ,��� ■ c4 0 a lloomosrsosom am ® amsnam ® amamounasaa ® ■® ® ■ ■ ® ®® ■ ■ eo ■ ismEmaummano ® ■ ■ sacra 1 CK `i C%1d I r" s , #^,, i Wo O i 4 Ir z N 7 . SHEET T C300 .02z • g r-, \\..- . i JOB NO. 2312—01713 - 1 SS --.7 - SS P M�jyr lf,.j '2i . l 1i h 111:; 00 7. 2 0 44 ' *; g , � r 1 ■1 / ) SCALE: 1 INCH = 20 FEET c4 rn ......e . r/2 g 411 , N .NNN... / , i • i E Et ," r+ Fool fes.., • w di 1 \ N !I • /� , foo • I , g****".............. / „A' ,- a p �. Z41 I \ %."'"*.,........... • / iii uZ 41 c a .II.,tcA of• ' :. C_ ...„� , . + �+' �� + 7-- r3..4 kir, ` W a gwry . , ** N. 4' sl ___- 's\8";/ ... \ TRACT A ,,. .....--' ,,, 7-,V„ 0 , ,77 • NN �. ; �� It(‘11 .fir'`f �', /� �' -,,z----',., S; w \ ` NO '- /t ,,' , �/ / � ��{ ♦ ♦ I r �, )c-\":\'. .. �!�`�•''+ SENSITIVE AREA SETBACK s`•. NNIk ';f, / �►, BUFFER LINE `. ' �? il (.....�+ i s.APPROXIMATE + + ,� �.� 0,f' ff • 0 -'r 7 '' ..L.r i + + + + t + ""'+` + + APPROXIMATE BASE FLOODVV. / 7 r I + + + + + + + + + + + s. ELEVATION (12-129) ,,,' <! i + + + + + + + + + + + + + '►: 50' BUFFER %�, /f ,.,"''' ' J i + + + + + + + + + + + N�i;�` �. _ �/ �. + + ++ + + + + + t J .,4 y i... . Yf` �i - ` O Lir ft. + + + + + + +� 1. .i 11/' / \111 �; /f Lt.I + + + + 4 r f y /! ,,,,,,,,,,r- r` a. ,0. to.,;' 7 Ci /+ 17.6 i, it r•� X Z ./ + + PARCEL 2 , \ ,, I ` ``` ` + SEE ENLARGEMENT 20 f .›...i)` f-0- A A4N ` + R \ iii ii 0 !' ! 0 i i + / + + ,/ + ,,� � a� ; ' f 1. SEE LANDSCAPING AND TREE PLANS 8Y OTHERS. + + 'C ,- ✓ 2. SEE SHEET C300 FOR EASEMENT IDENTIFICATION, "� + �„ 9 •'�-� -- CONSTRUCTION KEYNOTES ro + + '� ' ..,>-‘,.>\< � 1A INSTALL 6” EXPOSURE CURB PER DETAIL ON SHEET C500. --� .. es..:-.. . Ali* - 3 �/ + t 1 . ,:,; ..- 7 f 676) INSTALL 0" EXPOSURE CURB WITH WHEEL STOPS PER t I f' 5 ' �'y `‘-• ' DETAIL ON SHEET C500. ecms�,, iii /-------t------t„, eIv/ /` j' ‘,...---\\---' �i INSTALL CURB-WALL. 6" MIN - 24" MAX. SEE PLANS BY C � \<.....2.-- Ct"� �,,�' 1C OTHERS. } : �' �"► ,.- PROF \ + + + ; ... / 1D INSTALL MODIFIED 6" EXPOSURE CURB PER DETAIL ON �c,0'"" FS © �Y/ ��Q ✓ 500. ,�yc ' �.�GINEF� SHEET C + _ / �. ;: .5,2\-. f,� '-�-` �,I .-' 1E ANGLE POINT IN CURB. DO NOT SMOOTH OUT. 82981PE + + + + + + �_- r'✓ 0 2 BUILDING, SEE PLANS BY OTHERS. 4.OREGON oc; _k_.- + } 26' R28 ,, r ,/✓ lel TRASH ENCLOSURE. SEE PLANS BY OTHERS. > f)-12,2-() �i QWARa + / ✓' ,, ; ;✓ �, Q INSTALL WALL. SEE PLANS BY OTHERS. �� 1/"� t + "' = ... !'✓ RENEWS: 12/31/2018 + 18.5'-- / r,.- 6 EMERGENCY VEHICLE TURNAROUND. • THESE DRAWINGS ARE THE PROPEIm of # + . ! f •' WES'ILAKE CONSULTANTS INC. (WO AND I + ' + -42+ ----‘-:4--------: � -4:— _ �' /✓ - INSTALL FENCE 1 INSIDE PROPERTY UNE. SEE PLANS BY ARE NOT To REPRODUCED THE ED IN ANY SIN') ' +�+ + + + 7"' ,r' MANNER EXCEPT ICH THE WRITTEN + 18.5 + + + + + �� /,�''' OTHERS. PERMISSION of wa + + 9, T D \+ + � + � +;.� +),„" �--. (JB� INSTALL FENCE ON TOP OF CURB. SEE PLANS BY OTHERS. 2 6- N + 7.5' + +� ;.�'`c \"2"' 8 PEDESTRIAN ACCESS, THERMOPLASTIC STRIPPING WITH °' °° f + • /+ `. :-- ..7- REFLECTIVE GLASS BEADS. PARKING STALL STRIPE, DURABLE WHITECO. b � 16,5' C �+ h ' ', �� f0 ADA PARKING STALL PER DETAIL ON C500 fri + C + + f/f + r "__ �/ :: 11 ASPHALT PAVING. SEE SECTION ON C500. M PRIVATE CONCRETE PEDESTRIAN SIDEWALK. SEE DETAIL ON W ,. r\\\ J I +�+ `+ + + + * - fr. TRACT A PARCEL 2 RAILROAD 0Z U- �, 1� + + + t ,,.CNin . LEGEND f a. Z + + + + }+ +++ • r /� It BNSF & UP R a. ri cc + + + , ,r ,,.�' APPROVED FENCE PROPERTY BOUNDARY �_ a _� + + + + (BY OTHERS) 9 n D + + / — -- CENTEROFFANNOCREEK • m CO �- f O e1,„ 2.,.,,,,„„, / /� 17.6' MIN EDGE OF FANNO CREEK EV Q _:., �' DRIVE ACCESS O Ik�. ✓ 5, CURB re J a ✓ 0,5' PEDESTRIAN �.._. O,5' FLOOD HAZARD AREA N U A ✓ ✓ CURB CURB — r,r,r,r,r,r,r,r,r !�✓ EXISTING ACCESS — — EXISTING EASEMENT o < / Q ..e ,, !f ,, GROUND - ��EXISTING — - — PROPOSED EASEMENT z o ✓45 7 - GROUND a �, ----CI FENCE W �j cy N c ✓ ✓ -� _ BUILDING CE Z TYPICAL SECTION A—A SHEET I ,) 7- mil EXISTING WALL r ' ® O V//////i SIDEWALK 0301 z " �, �+ + + + + + + + + + LANDSCAPING JOB NO. .1 r.. a 2312-017 C 4 m-• !fi iI1 I I iiia 03� 1. t i��; I f 1'. j_------ ______ '� $3.1 M 1,11:11:',,,;111:11; 13 ', 'ij � �� G7� (Ii ,rLO ........................ / ( . a `` `�-- 20' 0 10' 20' 40' 0 .-i I . j/// i/,, I I r n. - a=_ -=-- -_ 411 1 t '-� / / / • SCALE:E: H = 20 FEET l 1 , i F � >* 129.73 TC i/4+ �`''� , / 129.23�AC� t, E-41 t .1,„, ...... , --\\ / / i /iiii / # l+ ' How hf•• •.44 - - � _ - ...,,,....----",-44- ' � 1 \ i 7 litZWUddi or' / / / / , / / n _/�: f . .--), 130.63 TC/EG` �_ _t c �.c . 7 , I 's \ , � i. f / j V - - % 130,89 TC + -� TFACT1 129.73 AC r 7. / , \/ r 't • � f.. � �,s �44. ry � 131.47 TC/EG ,,,,---- ;00 f / i � -/y '�/ l - / • 130.47 AC% , /� '/ t � . __ p. i �,,�r� _• G3, ."���- 731 ■ .. ,. .„,„ `f � '''` ,' - i'i, N ' }:1�32``�03y TC/ .- . -'t ,, / �,.. i ,,••�'"'""� ,, . ;131.53 AC -- - .� A - Ii ,aIrlrl� .- 1 � - i ! i + + + +~ . � / I!*N<t�w' /� • i'i / t'' 'I / • ,r' ` ♦% - Y ! r y� l f < ...... ,_ +, + .. i + + + + + + + + �• _ r�`'r -� � , ,../ ^,/ /. 132,13 TC/EG `~ Ce '..: ��f ....„ �„_ + + + + + � '�;• __ _ 134.QQ.TIGVXTt i'' \ Mw ___w._,- �. ' .".0. 1, ` I '""�+. + + + + + + •♦ ( � �� ti.''� ." 1 ' -�" / 131,63 AC r . 1 / / j, ```�_ + + + + + -LA-41.,,_ 133.50 AC ��\ �-, _ ,s� :{�,, .�=--`-- - - (,. / ICL \:- I / f ` . + + + + + - 'Lj t •t� 1 32.87 . �,"" = ``, *r.�e_�- .�«-s»�..•., s, ..�j' „l�'i"i-'M"..wes^ C'f�1i,''%C\-sem r"„',�" J t - 7 7- -.oft © - ,/ r +-_ ''+ + +t 133.82 TW/1- #''''''''' `- " "� .-----1 _�� _` , �1? - ,.,. .� 3--�C/EG �'� / `r t CD t �� ) �,', /./.::+_ , + + + + '�: f 7133.32 AC •••--'----:--- `, .._ _130 --� --' _.. __-130 8 ACS 1 D / f`� \,!� . ��' + / ' / • r + +. � 132.53 BW '-',/- .�,' "1 .-- -- --- _- ..._ . -,(LOW POEN T.)../ -0(41411/1 ,,�;-.: ,� / 0 ''Z 130---- , / ,. ` �' '` ..-..; -�' -' _ L� / , 1/ , /l� / / , + 4 133.25 TC/EG 133.49 TC/EG 133.25 C/EG " Ul`- .7- + �_ �. / , / ` r -- _. -'y ------ �--� 132.75 AC 132.55 AC 131.65 A ,f 44::C Q ��, /gypf , t1R � `{X4.00 TC_ � -- N. 133:38 SC SEG / r 1 1 / 132.36 AC �. 132.83 TC/EG , ,- ,k / �� I I / 1 1 1/' -- `- ., 133: 0 AC x - - _ t (_ __ 1;, D 131.15 AC ,,it,- / I ' "� '' SE-E-E LARG ENT ;' ` to _133.32 TC/EG ' ,-�.� �, r' r { / I I 1 !, r `� x 1 --` 132.13 AG ,/ y -� .% ' f ; o / ► 1 ( /r, _ ON 03133 \ ,/ .7\,,- r a ,.' / /� j 1 l l f' ,' . \ 133.65 TG11,------ --HP.., •- 1 ;, ,' , / \ / - - I i 1 l • �. ,,; `� �+ + . 133 15 AC v, : J S / l/ /'' \ ' t f„ • .� • .t'`+.t . ,l { / -+ + c't _fir �yz - -'t. ._., y q -I /1�/�1, i���ir '�/• I 1 ✓/ l '"` \�'.*"l� t 1 J + I ',.'r441.41, P b 4 a r / 1! r- 1 #', / '�- ; / FFE-133.50 {'\ �\ .>�, ` fl ..132 39 AC. ,0 ., „ �2 C �z, \ ../. ,„N 1 , F l f ';� ! r \,,, ,,, N'/ /' ! • �` • `. / f//-- - --'/A. y ' ✓ 4` P r exr � 3-Z-- .;;' '.' :'R f �k a ! f \.t �• \,.„-„,•-_-_-_- f ff t /- 1,;. {� 44;4'`�' a 4a�,r.d;. '� t S �- Ys Y}i{n TS f ` r �- ! f \,‘..1 J Y J j ) --t ---// / -t ---f J/ Y,�y r„ t "141 s.,t3 °�3t�se Py a{'` S - ; 'ia k ... J I f�t‘i r„4-`+ k ..-.^ -r' .l',. T 1 t j " .l J I '�, J "r y a`c ''�t t ,�fi f r�>" 'u S a ( S ,/`�(`'y'� �."7.- ,.., l ff �� l .1 ���J �. 3aYS wsM }S 3 kz :'\.")91/7 � \ r' T n.,, 4�� rt o- 01,:,4,A,..4,s .t<i �S n m"�, ,a civ•li h 3 . / ��i�w� \ ,s, ',!;:,,,14.1?•: v,� 1 4 \ \ 1 \ , //• ,, \ * ; 3 r i- '> `r2 �E" ``-ag. a,.n.' r s.,.+ �K x• 7 .✓c .l I J 1 -\ /A\ \ t �r 0 _< f jam, a'f,,,, f r 134.07 TC/EG �/ .,„„,: a a+ 7a �h �Y n^rr.a yi& ,� i-'fe _• 'I };/ /t1 ;, t/ 1 \,, t \\ \\\\ � I x � `.'� attla k= j _' 132.44 AC -�� ! 7 � \ � Ili 1 1 ‘..-_-,-__•_. t "'... / � �k kt�1U°y'f�i 3?'k§f.' 'Y' f�M �ciLt ?"}�\}, / - 134.31 TW/TG / i_ t r.134/0 mt e> L ! r*.ifItikr.--, *, . , TF tP. ,- '133.81 f } yI \ �-~_��r ! , x.-�,,2' y s�r'; r F' 27 8 ♦! !!! 1 I••, /'1t _ \ Y_ ../ , / .412.4,,,,,,,,m,,,,;,,,„,,,,,,,„„ `'S'" .rci' � ,q2,. .,, x+..t'..� "� .r („-- ___\-- �V 12/.38 �`M1 _ - x r �y r iu S��ri} y { t,d , r .0 I,r „��, . ,� , 134.00'I 34.00 TC C ,/''' , . , t'-; ? v l� �� r' 134.49 TW/TC i \ - / ` 13;3:75 TC t F . . -,i 1 ..,, 133.501 AC + ,, ,,, \ iQ 133.99 AC 1 ' 133 25 AC r x x ,-. ,->, • f r / ,` / 133.53 TC + + , , � / PROFF 126.76 BW ' f 133.03 AC + + +/ 'F : ; 2 ��`f' �� F �` t ,� �� (LOW POINT) " = t 1�� �,• CJS ,/` �NG1NFLr'I r '$ r ,f 82981 PE - NO r - 1, 4 Y.IIIIYII i \\\` 1 r _ /-r _ r,,,,f cM'�'�-i.St T ,,,, /� ''fir{, f OREGON `� ' / l 134.3` TC l f r �` - _ ♦ ` � � '�✓� r 133.84 AC r ♦ ,,; ' ' - �' 134.56 STC r f ♦ V '9Y fl / t 1 t r �4 135.00 TC/EG '( / 12,2 '� 133.69 TC ♦ l•r. 0 -+' "� .--) 134.0 /AC {� 133.30 QAC • / r f. WAR j r 133.19 AC f . ',. 133.97 AC \ 127.�j5/BW,` J f' / ,(LOW PO/NT) 134:44 TC r % . /CYC 4 I 1 J �(, '� / 133194 AC i ,' 135.00 TC EG -,,.-- �-r" RENEWS: 12/31/2018 ' ! / 1 ' (. / �� { / I / / 133.54 AC\,2c•-:\„7- \"-_,,,\ i 1 11 A / f /�j,/ +\ + � !j r w sn n CONSUL �sINC.{ 1 OF I ,aE , i I ia. ' + + - J' 7 1 / I, 134.05 A / ,,- NOT so REPRODUCED is /wY ' I l f 1\ + . + + + + ,i 135,00 TC/EG , >/\.� �, MANNER EXCEPT CI 1Hff WRITTEN i 134.70 `CM1/T �. _ + + + + + 133.71 ACf ,- NOTE: PERMISSION of wa N. 134.20 At p1Q� - ( 4 + + + + • 6• 129.59 ,BW I 4.68 C -- + + t 1. SEE SHEET C300 FOR EASEMENT IDENTIFICATION. =m N ��li, rT ‘ / 134.68 TC C303U 134.73 TW/TC �� / 134.1)3 AC 133.90 AC + + 134.18 AC fir- ' 2, SEESHEET FOR SECTIONS 134.23 AC '�' ✓► ,,\ t m 129.99 BW t ��' { •� , .' C + �: �, LEGEND -3 CCC 4 j� f ... ;-.. 7 C / v "Fr`f - - PROPERTY BOUNDARY I"' CENTER OF FANNO CREEK f IX 134 • .87 TW/JO' + ` 134.78 TC W N. ' + -+\ 134.28 AC + ♦ 'r , "� 134.3T AC ;- ,f, - a .,1 + + + f ._-.._..._._. . ---- EDGE OF FANNO CREEK�_ X132.19 BW ✓ -` rJ NOTE./ -�+ + +\(_, / +_ - ' 1. EXISTING GRADE (EG) SHOWN FROM SURVEY FIELD CURB o t9j fN tV+ + + + +y 135.03 TC WORK OF JULY 2015, w 0- Z N �, + + + + + ♦ 134.53 AC �` _"_,_".. _ FLOOD HAZARD AREA c� 72. PORTIONS OF SOUTHWEST CORNER OF SITE NOT v Q y f + + + + + + / r' ,r FULLY SURVEYED DUE TO DENSE VEGETATION AT -` "` - EXISTING EASEMENT - w -� 8 5- o r' �1'n^' + + + + e 'f TIME OF SURVEY. PROPOSED EASEMENT 5 c - :''� 111 co '! 3. AREA IN SOUTHWEST PORTION OF SITE INCLUDES -© FENCE tW C -' ASSUMPTIONS FOR EXISTING GRADES BASED ON v 0- k-, -1 ,f '� SURROUNDING SURVEYED AREAS. BUILDING a wJ t � , I I I I I EXISTING WALL N Cr).- 4. ACTUAL EG AT THEMCONSTRUCTION ,/ ,, -/ VARY FROM THAT SHOWN. n w < ,.- ///'`7//j SIDEWALK to o �- "'� �; 7 5. CONTRACTOR TO FIELD VERIFY EXISTING GRADES _ + + + + + LANDSCAPING - ALONG PROPERTY LINES PRIOR TO ' CONSTRUCTION. NOTIFY ENGINEER OF ANY -- - -- 132 -- -- - EXISTING CONTOUR - 1' INTERVAL 5 o d N �,,r-' / -' DISCREPANCIES. - -135 - - EXISTING CONTOUR 5' INTERVAL Z SHEET -' 132 PROPOSED CONTOUR - 1' INTERVAL N gr..... : it; 135 PROPOSED CONTOUR - 5' INTERVAL 0302 ! ....„ JOB NO. i o moi` i4,,,-,::.' . to in Z 144 "jam • 140 140 14 me • I �ti . ' c4 Wt. s • • - - _*iww�* '"*l}+.'" wo '-'+�'€r+'?, " , 1 ..„..,4,;_,011,1:41.I.;-,;.2,,,, _•.Y,t•«'y[ ai-� .-t:'; 4 � ';. t•i",�> •`2I all I too `"'�"". G:'A� _ • al . A ___ . ri I ;` w' r 4 -';i.. ..g"!:.' ,_,a•-•:• .•1„,,,,,t--9,,,,,,,-.e.,.., s .t - . . -•.•. , �`,, -? � - } _ - 135 ---� - 135 oIs t�,�of rt"r a f' .= .. .,r,€r�s"'� 7 n r }:' ',2a, z�.-�` - x'� ` zp,•'� = 1 �L1 ,, , , fest a� t. �� `��, -, (� - _ - - t f=l'y�+� .} w'x � _, 5i- "p ( e � a3.W'"s ',',''.,,-`" ✓ w! 2.5' 0 4.4 0000-_ ! ■ ,' A- -�' ..„,,,,,,,,,,,....„ �' 00^00 ?.# cxh?'mat �'<*. S1 3°„ x', ` t --'a 'fix x' f ri�< s= (.A il a} s 3 X f $� 4 3 F b _.�_ _ .r�111111M14--RANSIT6L;1 CURB - .,� _ ;�� ka ,, n � , a )l��1 sK S-! e3"rp 'x VI130 r 130 } �, �, SCALE: 1 INCH = 5 FEET t,,�1--�- - _ 0 TO XPOSURE �+ 1:,,,,,7,7.., gra , 6 Cil Nfir4 «r kik ..,......t,....,. _. T-vf �.g a�� : -4. 0, z,�`' -.. M'�1254.30 1 125133.40 TC - x ��; . r 0--m # E-, c -0+10 -0+05 0+00 0+05 0+10 133.40 AC 133.65 TC # 1 _ ~ a133.15 AC � x�{ � w Z aSECTION A--A S4 gin A ' ' to ; � � z c4 a f HORIZONTAL: 1"=5' • Nt..Nlitlagiak r•14 at-1g VERTICAL: 1"=5' '-030K , � v� 0 a Z v'a yr>, d 133.40 TCWgire s �, L 133.17 AC 0 aze 133.40 AC ,.:,'4,94g.'-'s a : 140 , I 140 ." ,_ S�' _....t..... 1_ , .. _ a •O _� _ 133.40 TC 133.19 AC s . 135 _�. __.,_•__1_4„_. ......i. _ - - 135 -" 1 133.40 AC �,,,,,L„„� Ec. . O - • r , NSF- ,u 130 __� , + �, 130 0 =, r� ate+ f 1 . ..i.._ IL _. _ 1 _______. 125 ' --------1-4 i I t �_ I • 125 133.40 TC _ 0 -0+12.77-0+10 -0+05 0+00 0+05 0+10 0+12.77 133.40" AC 133.21 AC S 0 • SECTION B--B a _ o J �� w HORIZONTAL I» 5, � �� o x � r m- //��� VERTICAL: 1"=5' � � {N_ ... NIS , Q Z 133.40 TC . i'� gyp: F J 133.40 AC 133.23 AC c.-_,/ ,< �� , EL -0.9%' orx ,f• • 140 i 1-I 1 - , , # I 140 �_-_.(t .� - t {{ .fid x*c•` � a�yr'' �3t ;k i 4J POT,' E9 o n.�._.R___.. ...... ......-.-_WRQ __ «. ..,.. sF 3'' }...'"C���'a5-lh'i� .f } .� f t _ _ _ __ _ .. 133.40 TC d 4 i 3 � I � � �.'�i�.�"�� �' F �`nom.��5�'��€�d'�`G ..4,4:0 �p.. � � ., ._._...I, 133.75 TC ,��-� �� q'�`��'� ��� '� �`�� �_ I. _ �__ 1_7 _____ EXISTING D _..._._ _ 133.40 AC h - ,,� �N�� f i1351135 133.25 AC x�M ,„- .•krV' /Q ,. -it5 K ,� ... 3 ^i.''.`..._._...-... 9,...... ...,._......_..-.---�--- ,.+_ .. _ '-ii{ _ - �`1.Qf0 •u,�,- t•3Ife`� 'a+3�F' y>+?"k a°,5. `x'4k.'&,.7 - - Ii ; gy m 'lits rk " \133.40 TC � � $, � .133.50 FGt¢ 1x -�-----�----f�--�- -•-, -133.40 FG *� ,� � t� �� -� r "''"'''"� _..,.�._5..._., o ..._�...... Jt}{ ._ .....,....._ $,� "J'. ,"�axr "* y to ,µ at�7.. ..`3�'e"'�' x '� E.Yzk }'S e,� TGA` �"" 30 130 a TRANSI CURB t ,�, Y $ ` x5 `PI, PET-- (NI E j 0 TO 6'‘ EXPOSURE 0 �'�w ,. r . .......... - - i I. © I v+ t.' '1y'tikr �f'�'� a+.-E-. '. �z` e -0•••q; •11-44.-1-4:4:i0,44:1-4•11..,..£„ ,'7�,r Parma , __ y -� 133.27 TC 2 .;1?-0•14-'14..„ w 4 -. •; 1-. -4: z •114 1 �. €f rear , # r z; ¢, at� i+vw i 133.27 FG ! 1 N �" a- � rr 'Y r't . s...• x z+3 �` �".�' x a s r _ _ e}'fie , k z f3'€ zr s u s.. , n a- - ---'17^- '(} 1 �i--- i1-- --\-- ill , ',, , . ,� ,,, b"'4+, Y; `n W"!~k' ra u r r' '1yY :f'. s . -1--i- - I , i i- 7 i 3 ( i 1 ( '�;y x• e'�"1a{ � �.r'��,�tic •s ,?A n. a 4� +�' - 125 125 133.81 TC f r ,x .E' s . .. c;' -O-tQ� B -0+10 -0+05 0+00 0+05 0+10 QIP-I4 28 2 ,,,„--,,.4,,,,„,„,..,..,e...:46-,,,,,,,,,,,,hi- r ,<t +o , "-` {y A '�,,', �, ,' ( A S `fix .,,'.€- x`'`x y r `4 c#4 �A kyr �fi'�f 'Si/ 133.31 FG ,kX4Y X44 stE4��= ' O . f, 82981 PE O •x - ll g oo,,k 4- f 1 ya�•.•t -0.-" `j�- { ,,, < •C rxF' ,,say,'". 1' n s' �^a T, SECTION C-C :, --,;44,,,,,,44,...5.p.4 r r ,, ,__ . ., a'7F # rA ��f, sa- s,drx �,"#a1�'} yfs-E,s 5'2 s ,x '�',x' !�7 4" W^ t�,}Yh�i s w:'7''•� �" `kf , e. [ z•,� nxr` 4 �"" 'a'4 s mg7�" -"" • i^x d , '' e i';,h',',„ ,.'0. 4 , ri " . Nz ,. may"+!;_ HORIZONTAL. 1"=5' - s ,- r : t , ,� o) w a OREGON ; VERTICAL 1n=5' 2 _..� a..«a . ��,�x r s 9 F q T 133.60 TC � s k s k�� >�a�{ �%�-*Oa.,';'.57' }'12'24‘`° `G 13310) TC/AC k W} 9r .}� FDWARd � 4 7 a moi. � �"' r -.n,t �S 9 �' G ''�..F,.,, {]jj •� 41- � F �.,gi ,•f • ir'.t- �r3 � �t �� X4,4,2- !f7'F p $ i `�ra •`x3.t 'r1 y3, e. %,�' �c�'��' i yc e* �'. y�sa.7.. ;� � r� � '� � RENEWS: 12/31/2018 ?„. 5k F^ar`3T � at' kW -c f 4 rr te"4 ,,k4 e.+,}�„ R.�e*' y1'{" rte``sz ski"., ,, .;i. I .� `�, �v���,z ��� ��,+ P ���� T s�l'�� -�} ��cM.3'��5�;A,r.�,',, °,t�r�*�",r 133.53 TC �: ,14r � 4�� � ,�� 1 a --\---, 133.03 TC/AC = ', , r E + • 4 r r THESE DRAWINGS ARE THE PROPERTY OF a r b / - n�� sr� } P WESTLAKE CONSULTANTS INC (Wu) AND In 140 140 r � ,-,� <, ,_• A ��" ��� t°x�� �"�*� � {5�.ra"`�"� �� � het<�`�"'` � � ARE NOT TO BE REPRODUCED IN ANY N I z€.E.Y+`n s" Y ✓.N t �x X k" q" '.a�� ,"x tL.-,--1--, �_ NE __0000 - '_� I __.. •. ,, PERMISMANNESION EXCEPT WITH THE WRITTEN 4 N. *V f.„ 4- >'.�)_.*:; ,>s ei I PERMISSION OF Wd N _. � � ...w _ . . _ --4-� ADA PARKING ENLARGEMENT N -..- ___ _. _ _ _ _--__ . �' min 135 __ ___ _ _ - _ - - 135---- at y.,:' • _ - - Xl�.TIN ©s LEGEND CI Rid b - - - _ E - I - -.00---10 PROPERTY BOUNDARY �"' 0III LLI - _ ._ _� `�.��rig - 130 -•--•-• CENTER OF FANNO CREEK Cr 130 LLI NOTE: p CD EDGE OF FANNO CREEK N , � `�- - - �� ------- . -� -- 1• EXISTING GRADE (EG) SHOWN FROM SURVEY FIELD _ CURB ,- 6 ... �__ ^_ _ _ _. �_ .-_ WORK OF JULY 2015. ze- Imam { - ► � I I -__...___ _� .__ - -f- - FLOOD HAZARD AREA a 2. PORTIONS OF SOUTHWEST CORNER OF SITE NOT -cc125L. 125 FULLY SURVEYED DUE TO DENSE VEGETATION AT _ _ - _ _ EXISTING EASEMENT o J ec -0+13.79 -0+10 -0+05 0+00 0+05 0+10 0+13.79 csi CI 7iME OF SURVEY. - - - - PROPOSED EASEMENT m o SECTION D--D 3. AREA IN SOUTHWEST PORTION flF SITE INCLUDES -.p FENCE cy HORIZONTAL 1"=5' ASSUMPTIONS FOR EXISTING GRADES BASED dN . VERTICAL: 1 =5 0. SURROUNDING SURVEYED AREAS. BUILDING a W d ! III !I I I EXISTING WALL N �..� Q 4. ACTUAL EG AT THE TIME OF CONSTRUCTION MAY T V/���//i SIDEWALK cn o 4 eL • VARY FROM THAT SHOWN. r• a <t t1 w 5. CONTRACTOR TO FIELD VERIFY EXISTING GRADES + + + + + + LANDSCAPING 0 r o ALONG PROPERTY LINES PRIOR TO ir- CONSTRUCTION. NOTIFY ENGINEER OF ANY - 0000 - 132 -- - EXISTING CONTOUR - 1' INTERVAL � a d t (.4 DISCREPANCIES. - -135 0000 -- EXISTING CONTOUR - 5' INTERVAL SHEET ,„,, 132 PROPOSED CONTOUR 1' INTERVAL 0,1 135 -�- PROPOSED CONTOUR - 5' INTERVAL C3O30 1 , JOB N0. • �IN T- o L. 2312-017 cv / 8 , ' CS cq GO II CO CO as • 40' 0 20' 40' 80' / / f /1 SCALE: 1 INCH = 40 FEET . //, / / cy, w PSS 3,613 SQ. FT. f.r. _ ♦ -, -4(1 J / 1 / . ') •, / !` ` �``�` ^`• / / C/) a C!a''''c \V w /SLOPE EASEMIM. i N. ,� \ •,.......‘iNf � / ° a0 ,� ADD L PRIVATE I a w • 4' "' .�' ' 7 l 1 �� \ A ESS ASEMENT TO p W o00 Ix ullgo f'f. u w :' f �y / //}`JJ i . BENEFPARCEL 2 V Uvi 7 -:.... I ADDITIONAL PRIVATE �' . `7 '4, i 1 I .."0� UTILITY'EASEMENT TO Z u-i� -, � ��•• �":;: ���- i j r ` ` BENEFIT PAR EL 2 / w w•,H .mac �~ t 1 E a + + , PEM 4,037 SQ. FT, I /&01_,A, * � -; TRACT A-. --..• : Ed+0,+"'++* + + + + . 1d, w / ; *�• ;i` , 1 44 +4+ +++*+ + ` ' �. ] T I I )4'` w / W r 11 q --- , + 44.4.4+�! • +4r+�* �` N 111' • SENSITIVE AREA SETBACK BUFFER LINE /` PR 1' ACCESS AND,' ri 1 /+ +*4444#* * +++'+*+*+*+++ ': ' ..., UTILITY EA /! /` + # + + t + + + + + + BENEFIT-P-ARcE ' / 'q *++ *.*.*.*.*.*.*.*'�'-.�,‘,. °,'oma ;,.,./ '.."-,,,,,,,,,,, , 'fi • ' I I ,� + + 4 4 + + + + j4_ t' ' Yl 111 '� .....„4,.......„.+ **,-**4.** /1 ., m / r ', 4 + 4 + 4 4 4 4 PRIVATE STORM SEWER t''� + +' + + + EASEMENT TO BENEFIT I /,; j ' + + + 4 �i,+ 4444+* ` PARCEL 1 AND 2 T I / * + + c f + BUFF - fir } � .+ �+ Parcel 1 ?, ++ ,�� - +* is , . •, _ 0_ _ pliV .*+ J PEM 378 SQ. FT. / z CC t. /' `ter +' o Q 1► I f AV° ++ • T ,:F 4.# Z 1.1.1 . SZA.!4.: :/i---_. /iii 0//.'-'/ :-/ .. 4 -„, „,,,,,,„ , Lii x 1 t , ! ,,i , , � 0 4 ., • ,,' FA , ',, f / , • ,J ++* s--- ti, Par ' r + 41,0.00 , (:1::: cs ■ ■ ■ ■ ■ . . ■ ■ . . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ . . ■ ■ ■ ■ ■ pI ■ ■ iisp i ,. -. ■ �k PUBLIC SANITARY ; /9--• .jl ' y,� % r a ■ FF�� SEWER TO BENEFITENT CWS , % / ,. /./ j r."`j + + / 1 Il �J _ f r /47 :+ V (::::Y 7* ' ve ,--' P iiiSE l�A ' Oi "■ �F � 1 F O40 // ■ \`� pA ' • %sit i % - ADDITIONAL PRIVATE ■ ♦ �� / '47,14,,,,:!i,,$. 1,,,/-:;/:„:"' �j r ! , ; ` r' UTILITY EASEMENT TO ■ g4i0� I. ■ PARCEL /PARCEL 2 BENEFIT PARCEL 2. L. r �`. PQ PROPERTY BOUNDARY ■ • • �, TRACT A ,- :, #�::.. . . . O rII • -. / ' ;,.,„..ci.x.-- II ....-'- / ---- iFt.t/1119 00' i , ,-\';s4.r. .-. ■ Off. ii+•+r*+ ,a.w. + \. � �. '`r r ■ 1 Pei + r + *+ / � \` J��r 'i Vs, * 4(/ /1=' .4-N-• 82981PE *..'*.:':*:.:*:*:.:*:41. + 4 + + + 4 t + + + 'C • +p .1e. ■ P �`+ II 4444 + + . t4 <0f F`<� '.:Me + . is."1110111,.... , I L ‘-,6rIet."0/4.0,-,-'. +*++....,..N• ■ * 'a4+ ++ =,ftas� 0I r )(/'-';;("<: f ■ �F�, '9rg2,`10d ca�G 1 �r + ��/r; 0 T WAR !i , Parcel 2 x-,,,-- .._. viDARCEL 2 RENEWS: 12/31/201 8 /.•, - - MO" . E< ■ j � .- r ,r�1 _ x MIESTL.AI� CONSULTANTS INC. (11CI) AND .•. llil THESE DRANNOS ARE THE PROPERTY OF �4 ■ l + r � ' , . ARE NOT TO 8E REPRODUCED IN ANY o + C '� ss +' .r MANNER EXCEPT EH THE WRITTEN cV . ` a r x r �!'� ,r- III PERMISSION OF Wel r. W W$-; Z'S ■ ++ � 'v_ r- r ,....:3„... ■ m N ■ 1 / b ``,Y • ■ m N Com / ■ � � 7 ■ i ■ Ls isW +,,�7 ` ■ Gm ■ i / `` 17: r?rp^ !' ,� ■II CL in N \ t j41141V � W a- Z jI i .57<\17. 7' ■ Z cil _Ic, ll 5• c>J � 0' •+li 7/E . + + + f/ V ■ N z ■ 401 CI 444 r ■ d o` ■ O g° ! / ■ CJ J Q G� .- _ / .,--7 ''"' N V : liMMENIIIAMMEMMO. 11 ■ 111I■ f• 111 ■ ■ ■ 111f• 11111111111MMEMMI• I♦ MI♦ NEMEMENUMI♦ NE = MinEniMMEMENEMMINI♦ NEHEMP T I0 Q U1 a. {O O '' N \ O O \ T / SHEET N , \ .. - 0400i 6' JOB NO. 2312—017 v,r,, _ H o8 SS • SS 16 / a 8 ---s. � �� • • 2 20' 10' 20'.60.1 ...... 40' 1 ,,.. N,..,. \c'ci- _ ;� ! ,. r) SCALE: 1 INCH = 20 FEET .,),•,... OCB 5 EE CI) E" ,g,r-,� • N / ,,,,,,,...... i 474 11,,,, ilk 1.54 "t g til I `., „, , i W Z .o pI \ %. f,. +� �� 41 0011> o `W 1.o 161111,*40, ���� ` / iri,,,,,„ ♦ ,.."4110° f4e..? •. TRACT A _.,/ //,.. ”. o y ,"-- -4Er -4 ..-..- 0 0 * \ (NI i , �_- fl�„ -- No( - . , 7 '' IIS -i • • ,,-.• „ ..\ \ 0„,--- ., . „ ixtx „.._-____. V - • , cify _i ---. \ i__Li . -, N .0.# .*.Y --- 2/"C:'‘t_ \:\ 7'. I,/ iii, ..:-:::i;'sif.:'\-”11'- V 11";L 4. ' ' r ii '', A, , I 7" ..::::c r + + + + + + + + + + + ♦ -' i + : : : + + + + + + + + i ` L.L.. re V J rr •+ + + + + + + + + + + .s. '0 �., '`• .. ._..r.- .r`;, i`/ ,.• /. ._ { 110f it + . __......_...„ „,,,,,,0„...._,..„:„.: ..„, ,,,, 7 C.) I + t �- t -F' + + s' a.r.r.r.r,r,r,r.r,irr,�,�•a •r,�” �/ / ,- O /Q ,IIT , , y= ri r. + PARCEL 2 '� ,;; 7 F.0 cl- .‘"v",, -- 0,'.. 0 -• -); 0111.‘ -irc{vt - --, 7-\, „,c)s._„7 .,,.„ 1 .I 77 I + + V , \ .;” 47 Wir .--' )6\7 if + it + + . • V V "z2z,. f �- TVAZ, + � �i .45syr/ / 597." $11 :3.' CL I r + l`� / ` 1 'i 477 + '77r ssf „4ONSITE PRIVATE NYLOPLAST TABLE Q 1 ►! 1---'-----':------ _____, .!�� � :' ,i /f NAME: RIM: PIPES: rf + + ..,. k+\,/, '� ' i” �� !'� CB-1---P2 133.30 45 LF, 8" PVC, IE OUT=129.80, SLOPE=0.7% PROFF , ,,,,, ,!i' .., .. ,..; �// � ...,. 25 LF, 8" PVC, IE IN=129.30, SLOPE=0.7% `' GIN E �` CB-2-P2 133.08 +? / 1,....---- _/� !!II 12 LF, 8" PVC, IE OUT=129.10, SLOPE=0.7% 82981PE T - - -__ A.1 © ,,, v ' CB-3-P2 132.19 9 LE, 8 PVC, IE OUT=128.41, SLOPE 0.7% ote,� 'l�.L.**' �+ + + + 1 �� OREGON + % I ,y►. ' . 0.1% 71 LF, 8" PVC, IE IN=127.83, SLOPE=0.7% c<`), ]2,2 ,, , ` CB-4-P2 130.85 _ �Aqr �o�� _ C:- 170 LF, 8" PVC, IE OUT 127.63, SLOPE=0.7% T © • � �D112 © i f - EDWARO + 1:41.--......„5".' %. SEE ENLARGEMENT CB-5-P2 129.28 2 LF, 8" PVC, IE OUT-126.24, SLOPE=0.7% /�8, _ RENEWS: 12/31/2018 I / ON C403 ��/` 0 +_� i' THESE DRAWINGS ARE THE PROPERTY OF ce+ WESTLAKf CONSULTANTS INC. (WCI) AND - + /`+ + 10711011-sr / i` M ANNARE EA EXCEPT 4n in E MITTEN Y � + + ,/ i \\414, ' � , PERAl155lON OF WC!+ M X._I� :—^JI y ^ LEGEND le co I CD N + ‘Ii. f"f i r-'` WATER SYSTEM KEYNOTES: i Id�N= - STORMWATER PIPE -7 xm C--> \\\NL -- -G--- — -' i 0 INSTALL PRIVATE FIRE HYDRANT PER DETAIL ON C501. —SS--- SANITARY PIPE A ..e.----)/Ci\X------ Ii- , ''' —XW— EXISTING WATER PIPE \ -'''C + + �i • . 0 2" DOMESTIC WATER SERVICE. I-- ofri C - COORDINATE WITH MEP F U V/7 _�..__ . ♦ �� E OR SIZE OF DOMESTIC SERVICE W PUBLIC WATER PIPE M N +� c (2" INDICATED). —DM— DOMESTIC WATER PIPE - PARCEL 2 !Y C3 �" + + + e + f`' 6" FIRE SERVICE TO FIRE HYDRANT. W � 1+ + ++ +''" + + ♦ - / �' O COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE TO — — FIRE SERVICE WATER PIPE - PARCEL 2 o �, ///\\, + + + + + `S BUILDING 6" INDICATED . Ca c\ / + + + + / •�� Q t FIRE HYDRANT F + + + +j a M CO a 0V _ w N 8_9 si 3 / Lv i moi" _ _ - U / SANITARY SEWER KEYNOTES: < !� ,,f�' STORM DRAINAGE KEYNOTES: f 4" SANITARY LINE TO SERVE BUILDING, S=2.0%. INSTALL 1 5 3 1 CLEANOUTS PER PLUMBING CODE. O 8" STORM CONVEYANCE PIPES, INSTALL CLEANOUTS PER 5 N / o �� PLUMBING CODE. w� o Z N O CONNECTION TO ROOF DRAINS COORDINATE WITH MEP a PLANS. SHEET , 3 INSTALL SUMPED NYLOPLAST 24" CATCH BASIN WITH o, b O SNOUT, OR APPROVED EQUAL. SEE DETAIL ON C502. ° 0 C401 Q 1 JOB NO, �..- 2312-017 N L) cv - z m� 0 041 CO k C\1tIf I�! , a, oa 1 �k� IN +r ` iii !VIII', ,� 0 �-., 20' 0 10' 20' 40' 0 to '"' ,,,,s.ziiii.'' 1 ') › +r III � \ "` SCALE: 1 INCH = 20 FEET s � Ix 1: a: / 44 l / i --- --...1.1 ,1i/d111- 0---,,, E....4 z ,-.1 -t4 Pa ! -t "`' r♦���� � dam• i if 1- 1 - i .--- / + A,. `,....„.... 4.1 0 0 1 i -, l''''',., / + + 4„*.4444.44044.47,41,47,,s.../., ...„,,,,,,s., crl 4 aao Rcg A r / + + + + +w+ • SEE ENLARGEMENT + +/\ , ++ + + + + +'++ + W a.,-,F / ON C403 ' +\ , +/+ + + + + + .'%+ 1.,„\. 1� + + / ��1 / • + + + + + + + .....j !I/ 0 * i !„, ,.. 0 o ff _ ‘4);"1"7 Z \\+„\+ + 1- + + + + I-4-„+,......+,:,..... ÷ f ` + + + + + j1 tt a ;� + + + + � i , if __Aar. 4,4_4414,81,,,,,,..g...1 # i it/ i / ) ri"m " , J// , / O�� ter.40 "(r; a 0E1'714E0 jr , CL I Z Z 1 : ,..----\ d'o,',.., 0 5 I „ . + +.\\c\- O t1! LL + iW Ar �° # + +f g% 40P' ; / + + . / 0%7 i i + < x m , .';44..14 iii ..'40,411 /.1+"--,4:17 N\ ,1. .;',:;;;:::, jigW . 7 \ (n (/) / N .# "14It'i p-4,4k,,,,/ \ CL a' Ar ;;) .!;`)/-.4tP. 4). 0 /: ; „#' / ‘ f 0 N.,,, \ = \ Cw: i �, V �if � `Alj1' ,r ' =' ,` el ,mow` 40* / * . g/ i 4' 7,,,,, , / • , ., LEGEND i” _asp PRop .� ; �`1. STORMWATER PIPE �G1N�� Ex �.f ri �� f 10"T OLDCASTLE PERK FILTER VAULT 8298 •r, y I' , + + --SS-- SANITARY PIPE ,,.'' ''''7/44.4-- /# 7/44. - * / + OREGON f %� �,j`i _k - ; —XW•— EXISTING WATER PIPE (P. If�gY12'Za0°) ,�,� . .1 6<� �"�Y / + /'. Ol�l-- DOMESTIC WATER PIPE PARCEL 2 TFOWARO��4 •a ♦ �� x� j + —FW2-- FIRE SERVICE WATER PIPE - PARCEL 2 i � I'� .- / /_ RENEWS: 12/31/2018 1 or //44 <> / * MESE DRAWINGS ARE THE PROPERTY OF WESILAKE CONSULTANTS INC. (WCI) AND % li,, r* ARE NOT TO BE REPRODUCED IN ANY Q ` I + +• �/ MANNER EXCEPT WITH THE WRITTEN -,.- .-•.f" P' + iPERMISON OF. + d ! 7"1 - �, WATER SYSTEM KEYNOTES: .. N ' i' 1 �p !, �..,�-. , ,* Alfr,...k `�+ f (1) EXISTING WATER LINE PER ASBUILTS, m wc.7;411fre ,� NOTE: CONTRACTOR TO VERIFY SIZE, MATERIAL, II, • + r T . , / CONDITION, AND LOCATION OF PIPE AT POINT OF m .. + ' CONNECTION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER a a�- ,�� OF ANY DISCREPANCIES. Ca Ci b ' �Q . `/ ' f 2 2" DOMESTIC WATER SERVICE, STORM DRAINAGE KEYNOTES t— Pit '-' % - COORDINATE WITH MEP FOR SIZE OF DOMESTIC SERVICE � � ,.-/ `" `/\ '' 4..-%��: (2" INDICATED). 1 NI �� �� �,,� ,- 3 O EXISTING SLEEVES THROUGH WALL. W .0" + Q 6" FIRE SERVICE TO FIRE HYDRANT. .;, jr �;f'' COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE TO Z 7. _fi� �� . 4., ,. '' 0 12" STORM OUTLET PIPES IN SLEEVES, R BUILDING (6" INDICATED). F {� > +���/ PARCEL 1/PARCEL 2 PERK FILTER VAULT AND ASSOCIATED STORM PIPES FOR w CL Z W 0 gie / 1 PROPERTY BOUNDARY 3 PARCEL 1, SHOWN FOR REFERENCE. SEE PARCEL 1 PLAN v Q �' SET. cD z cn J '� .\-� � SANITARY SEWER KEYNOTES 4 INSTALL PERK FILTER VAULT OR APPROVED EQUAL. SEE 9 0 5 1 DETAIL ON C502. m CD li -V,�► l,, " r SANITARY MANHOLE INSTALLED UNDER PUBLIC WORKS 8" STORM CONVEYANCE PIPES, INSTALL CLEANOUTS PER �y iz, �O� u'":•�,/ L.1._ PERMIT. PLUMBING CODE. L RIM--130ty, .07 " a ct -I /� a INSTALL BUMPED NYLOPLAST 24 CATCH BASIN WITH Q. W ' IE IN (4" NE)=118.94 - PARCEL 1 o SNOUT, OR APPROVED EQUAL. SEE DETAIL ON C502. 0 o' IE IN (4" SW)=118.94 PARCEL 2 T tY_ IE OUT(8" NW)=118.74 z i 2 4" SANITARY LINE TO SERVE PARCEL 1 BUILDING. SEE o o 0 .41 PARCEL 1 PLAN SET, 5 N I © 4" SANITARY LINE TO SERVE PARCEL 2 BUILDING, S=2.0%. a z N INSTALL CLEANOUTS PER PLUMBING CODE. SHEET `— N 0402 ! m d ' JOB NO, g 1 _ 2312--0170 N cp Z oT ------ —- 7 ---H-I— 8 (.. N .i.j" - oa m 0. ..-o 5' 0 2.5' 5' 10' in )-, iiii11111111111 • W SCALE: 1 INCH = 5 FEET o --.. -N44\ c4 •--. 4.,„,............4. 000001111111011111111111111111111111.61 -.'",•.. A\C\ fr.111 , , ''', 4 /1 Cip • EL ., , , . igot. --„, E.4 z ,...., -0 , . • _ -,, _.-,----.0,00, .: 1\4\ °°O°°°°°a° '� CI)w ice- Z O a -,.. X ' -40101111111111111.1 W 0 Al� . a hn W colo i -----,..' A\11\ r .,#;',:'‘.1% \ O 'L' L:., r,' --- C/1 PG PA 44, { 0 �- _s vim"- / . a• }�,., -,...„, \I\...."0112---, / 41P 1\11 Dir2'......... ` }0.r -\lb 1:412----,, s4 i i ""........... ± ' ".--,.. lef 411, .\..1% —I -\ CD I.- -4-- i , -\1 :44„":„. 0. moi W �/ ! I Z Ca ..,. _L___042......::0,1*:007,,,iim p,.___444•:.7, 0"..........;' ,,007:47:0":640:401‘ i -\4/ ±- - - o Ce Ce Z + i 4/41/- / -4-'-'-` ' ,-, ± \ift 0 w ,:e.______r_.i.._ 4401 Ci Z -----,-.( 'IC:C= 5! —1- , ' ‘ ,± , , 1 + I + +' -- -\ , , V 0 447,14(7 + + + + ' . - P a1#1/ :-. ��11111Pti1111h' 417 V 4- -r i w, ►► I . � WATER SERVICE CONNECTION ENLARGEMENT , I�r Ci • / \ (-----N r • ± •• y; �Fp PROF-4, ,,G,,,,,,N L-- 1— ..,. i.„, ,,,,-- 82981 PE FIRE HYDRANT AND FIRE SERVICE VAULT ENLARGEMENT (-- 0 ifOREGON CONSTRUCTION KEYNOTES: '�F>T-qr 12,20) e3 EXISTING WATER LINE PER ASBUILTS. EDWARV /� 1 NOTE: CONTRACTOR TO VERIFY SIZE, MATERIAL, CONDITION, AND LOCATION OF PIPE AT POINT OF RENEWS: 12/31/2018 CONNECTION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER THESE DRAWINGS ARE THE PROPERTY Of OF ANY DISCREPANCIES. ANY IN o W£SIWE CONSULTANTS INC. (WCI) AND ARE NOT TO BE REPRODUCED TH 0 INSTALL PRIVATE FIRE HYDRANT SEE DETAIL ON C501. PERMSSION OF WCXCEPTCII THE WRITTEN N. 3 1 1/2" WATER METER PER CITY OF TIGARD DETAIL 521 ONw} N LEGEND C501. mco N 0, 2" REDUCED PRESSURE ASSEMBLY IN HOT BOX - -XW— EXISTING WATER PIPE v "HYDROCOWL" OR APPROVED EQUAL, PER CITY OF TIGARD m ' DETAIL 554 ON C501. -, om -- —DMI - DOMESTIC WATER PIPE - PARCEL 2 COORDINATE WITH MEP FOR SIZE OF DOMESTIC SERVICE b —FMI — FIRE SERVICE WATER PIPE - PARCEL 2 (2" INDICATED). ELECTRICAL CONDUIT NEEDED FOR I— o ELECTRICAL LINE FOR HEATER WITHIN ENCLOSURE. V FIRE HYDRANT COORDINATE WITH MEP FOR ELECTRICAL CONDUIT ROUTING. CK 6" DOUBLE CHECK DETECTOR VALVE ASSEMBLY WITH FDC Li.I N 5 (684-WA), PER CITY OF TIGARD DETAIL 533 ON C501. z �- N COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE (6" O c� N INDICATED). TWO SEPARATE ELECTRICAL CONDUITS w a Z 41 NEEDED. ONE FOR POWER TO SUMP PUMP AND ONE FOR 0_ U CD Et LOW VOLTAGE POWER TO FIRE SERVICE LINE CONTROL z cn J Q E- VALVE TAMPER SWITCHES. SEE MEP PLANS FOR CONDUIT p 5 SIZES AND ELECTRICAL ROUTING. METAL SIGN WITH RAISEDcri CO z LETTERS AT LEAST 1 INCH IN SIZE SHALL BE MOUNTED C„ TO THE FIRE DEPARTMENT CONNECTION. SIGN TO READ N "AUTOMATIC SPRINKLERS". METAL SIGN ON FDC SHALL 0, HAVE A RED REFLECTIVE BACKGROUND WITH WHITE < w o REFLECTIVE LETTERING. "_ U g ® FIRE DEPARTMENT CONNECTION. SEE DETAIL 533 ON I SHEET C501. v) 8z o a Q cr. 0FIRE SERVICE WATERLINE CONNECTION. SEE TUALATIN 0 n 0 \_'_/ VALLEY WATER DISTRICT TAPPING SADDLE DETAIL #8 ON 5 N C501. CONFIRM BUILDING FIRE SERVICE SIZE WITH MEP. u 0 d z o _/ DOMESTIC WATER SERVICE CONNECTION. SEE CITY OF - N N TIGARD DETAIL 521 ON C501. CONFIRM BUILDING WATER SHEET I -iSERVICE SIZE WITH MEP. N °' � O (. 6" FIRE SERVICE LINE TO HYDRANT. C403 0 I b 10 COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE TO JOB NO. a BUILDING (6" INDICATED) a 0 2312-017 � N 1" 6" 1 CONCRETE W/ LIGHT BROOM FINISH 1/2" RADIUS TYP. Z FINISH GRADE BACK OF CURB Z c , toto c---\—Tn7- co . _ _ o�m ca 3" 72" --s a Cknit) 3'-0" j riz/4. ni/2” v °4 . : a 'd° 1111 5,\ • HANDICAP PARKING SIGN TYP. $ �, ono °� Z 'i 0 6 I\_ _ 5 1/2„ " I ° - °° Q�° a PAVING W V] FACE OF CURB RESERVED NOTES: 6/8 0 ID I °�'a • � INSTALL WITH 12" GROUND TOP VIEW 0�'04 °0° f')oa.° CRUSHED ROCK 4" WIDE PARKING STRIPES PAINTED WHITE PARKIN " SIDE VIEW SPIKES (AC INSTALLATION) o(_Q ( 2 CRUSHED ROCK w � I===�I {I==I ��"=L UNDISTURBED NATIVE SUBGRADE h Zai 1111/ SIGN R7-8 rw�� PRECAST CONCRETE WHEELSTOP NOTE: EXPANSION JOINTS ® 15' O.C. MAX. '-� �z 36° P. NOT TO SCALE 6" EXPOSURE VERTICAL CONCRETE CURB W z a =mow NOT TO SCALE Z �' a CURB CONSTRUCTION JOINT 0 = 5 HANDICAP PARKING EMBLEM - TYP. . l 6" �a� W ami' - PAINT WHITE ASPHALT - SLABREINQRCED N GRADE CONCRETE 1"R f ' 1/2"R F40 c: a VAN SIGN R7-8P - •_ a7/_ EXISTING GROUND I -----_-- .-7--...-.•-•==- : i ~ 2% MIN / 5� MAX AT EXISTING � ACCESSIBLE ai`Rp�- UTILITY VAULT ° 004e0:4:009-7 •�. "` / III NOTES 4 ° o ` R ' '' - _ I /AVOW 711 ;'y � any. --� . �.?�'� .* _mss__ �s._� ..�� -I � - ��� �,� ....� _ 1. BOTTOM OF SIGN TO BE PLACED AT A MINIMUM HEIGHT a SUBBASE -p9.--) �,. �- n, - ��_, �� " OF 5' FROM GROUND IF THE SIGN IS MOUNTED ON f �� i` PARKING STALL - 9 -0 LOADING AREA - SEE9" 3�;� ti ~- - ' �� �_= ; =I Iii THE BUILDING. OTHERWISE, 7' OF VERTICAL CLEARANCE I - ■ I 4..�, ,r;_:. t. ■ ; -�_ �r'-411 'c� i ARCHITECTURAL PLANS NOTE: COORDINATE EXPANSION ••�- J. s. ,�. ;...;::-.41 ' '" ! --I - IS REQUIRED BETWEEN THE BOTTOM OF THE SIGN AND1 ; 1- CL - THE GROUND LINE. JOINTS WITH SIDEWALKS 1=- -'-- -----1.= `,a �:S - -=_-1 A I__-` 1 Y`= I --. 1 H——H-L-L-_-1 ° ._1 _! I I: -- I_f-1 ADA PARKING STALL ADA PARKING SIGN 0" EXPOSURE CURB - - I i 1- I '. w ---' - = NOT TO SCALE NOT TO SCALE --,1-1__i I. — __._., "�•� ii� I 1_� 1 NOT TO SCALE • -1 I I-1 1_ 1 I 1-1181-1 �t 1 €=1 1 I_- ---1 11==.i l 1::::=1 l 1-1 1 "= I I— o GEOTEXTILE 3" MIN. OF 3/4"-O W FABRIC CRUSHED AGGREGATE W 0 Q MODIFIED 6" EXPOSURE VERTICAL CONCRETE CURB Co w NOT TO SCALE Q Q D 6" WIDTH PER PLANS Cl)�" 1/2" RADIUS SEE NOTE 5 / CONSTRUCTION JOINT 6" CURB EXPOSURE T 2% PAVEMENT .. .�. - d � • . 11�1111l�111-=_ II �.II4II II u7 Q : ;. .• '1,111II HAI! IF. I-1:11 . 2" OF 3/4"-0" BASE ROCK CL COMPACTED SUBGRADE 2" CRUSHED AGGREGATE BASE "-O 4" ASPHALT CONCRETE SIDEWALK ADJACENT TO CU .3 (LEVELING COURSE) 91% OF RICE DENSITY 95% OF MODIFIED PROCTOR AASH TO T--209 ASTM D1557 CONCRETE W/ LIGHT BROOM FINISH LANDSCAPE WIDTH PER PLAN 6„ 1/2" RADIUS TYP. PROFF sw PER LANDSCAP1 ������T�-r- ��..w�-s�rr�w,!w�r�r�r�rrw!+�r!w�E ` PLANS .—..^......._..-_..-_..w..._... ..T..=..-..=..-........-............14-......•._..,..._..._..- r EXISTING GRADE 0 BACK OF CURB �� E-4•-• 90.1„.2 GINE i ��i��i�e�s� � �`���,�� f 82981 PE •-. , ---44 -,'" ' ' '-‘, '-':'-'-'-'•• ' or 0 000 get. 41IP 1111 et. Ilr 4111 OP all IIIP 1110 IMP 110 illt: A PAVEMENT ' �, .� dP*111".^0:1100,0:411.****Z46 0*- % 6 o lIh IIL�II:1 I • • • • • C• • • • 4: 01 ,: ; � '" CP i, o, SEE NOTE 5 v v v v ill'0I� v vie 11� .2, 12, �JcD t_, 7 2" OF 3/4"-0" BASE ROCK /\ / \/\/ \ �/ \/' / / \�\/ \ \//\ •d EDWARD /j 02 COMPACTED SUBGRADE \�\�\�\\�\�\�\ \\ \ \��\�\�\�\/ N , RENEWS: 12/31/2018 1 \\ `/ \/'`, \ \/ /\ `�\\/\\'\\'\\/\\ , THESE DRAWINGS ARE THE PROPERTY OF S I D E 1N A L �C AWAY V C�l /////�//�///'/'�,// , / �//// '/ '/////% 4 Q WESILAKE CONSULTANTS INC. (WCI) AND %\\/``/\`/\\/``A /. \A /. \/`\/\`/\` /\`A; ARE NOT T4 BE REPRODUCED IN ANY NOTES: \ PAVING MANNER EXCEPT WITH THE WRITTEN SUBGRADE PREPARED PER 12" CRUSHED AGGREGATE BASE 1 i"-0 . PERMISSION OF WG GEOTECH RECOMMENDATION 95% OF MODIFIED PROCTOR 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGECONCRETE C-3 OF 1--1/2" TO 3". ASTM D1557 — /z==- m =� N Q,� o LS 2. PANELS TO BE 5 FEET LONG, UNLESS OTHERWISE INDICATED BY OWNER. TYPICAL PAVEMENT SECTION y°": ? nom° " . °a°`' • .▪ 4 Q am 'P- - 4• C] 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, PER GEOTECH REPORT (2016-10-07 BY GEOPACIFIC ENGINEERING, INC.) o 3 UTILITY VAULTS, WHEELCHAIR RAMPS, Sc AT SPACING NOT TO EXCEED 45 FEET. NOT TO SCALE °e I- 0o pOsna° gac.'4,,on,0(6%° C c. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE = ' W - CRUSHED ROCK 4. CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 'I�- o UNDISTURBED NATIVE SUBGRADE 0_ 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE z0 0 CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. p OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES.Qd CONCEPT CONCRETE CURB-WALL (6"-24") . 0 0 a 6. EXISTING TO NEW SIDEWALK JOINT CONNECTIONS: CONTRACTOR SHALL PROVIDE DOWELED 5 — z-CONNECTIONS, OR APPROVED EQUAL, TO PREVENT DIFFERENTIAL SETTLEMENT AT ALL JOINT t PLANS BY OTHERS FOR DETAILS} © D CONNECTIONS BETWEEN NEW AND EXISTING SIDEWALKS. DOWELS SHALL CONSIST OF 1/2" NOT TO SCALE ' CO z-. REBAR EMBEDDED MINIMUM 6" INTO CONCRETE AT 3' O.0 AND HAVE MINIMUM 2" COVER. w N Q a a -J N U PRIVATE CONCRETE SIDEWALK Q Q w NOT TO SCALE o o Na O CKLij Z N 2 SHEET N C500o I c JOB N0. 0 r _ 2312-017 § 0 CITY WATER DEPT STANDARDS PLUMBING CODE --2.0' - �� 12" BEHIND SIDEWALK SIDEWALK ADJACENT TO CURB -"'�'�'' '• OR BEHIND CURB �j�- WHEN NO SIDEWALK THRUST BLOCK CITY APPROVED O SEE NOTE 4 ��BACKFLOW DEVICE r';;►` ,, =a � .i' w COaoRETAINER GLAND FLANGE COUPLING � •• BREAK FLANGE SIDEWALK 18' CAST IRON 910 �B�li�:l��'I 'I�(•C71��'C oi�Jrrl��ii.�ADAPTOR 3" MIN. iii ` �` 111■hILI!VALVE BOX TOP c2 OR 1 1 2 17"X30"X12" ROTOCAST METER BOX MaN 6" MAX. :_ J ��METER W/17 X30 ROTOCAST LID W/TOUCHREAD HOLE t♦�� - ♦ ��%� • t �`'41 12 MIN / / / / N.�_r=• . =.-:,--.. _ �aFLOW i=11_11'1 3I l,♦►1'II/(ki'� 1' `�. ♦.♦�.♦♦�. .:_.«_..- • _ MI - ...�. II I �, It ut I /'i♦♦/`�`� '• �!'!'�!' .�• : ., .: �; :.;;�� <, �� �7/ t 1 / / / // / ♦� �`% + • �'�' � �' ��.-'. SEE NOTE 5 � �`'� _r r -..- ���. ...,-, MEGA FLG � i ,.., -- 1- 1 1/2 4" DRAIN RO ♦�Ot t�`t--=-- �. ��c,- .I,4i'�,.•�+�,,.�r.-; ...�., :.ri�i.4siii�irrFLG OR EQUALO FIRE DEPARTMENT:1<� - -'w�.0 --1•.==1. :••...„-.3 :�w�.•. .: CONNECTION ::, ��:������� ��j���/'j/ • % L�'�i TAR PAPi=R (MOISTU'�%>;� ;o►•.•i•y'J�/ 1! .. 24" MIN. w_ OPTIONALAT THIS 6" DUCTILE IRON PIPsIIII OSHA APPROVED LADDER MIN +i. "i�' / PLAN 24 MIN LOCATION �;� •�-i. I .,.*.• •% RESTRAIN ALL JOINTS W HOT BOX W ;11:" WITH ALUMINUM LADDER /�;� , ; , "FIELD LOK" OR EQUAL GAS LETS �jl i "HYDROCOWL" SEE NOTE 9 2" FLG X COMPRESSION ANGLE EXTENSION BY UTILITY 7„ 1I //��;�Il. �I� y. OR EQUAL I,1��� 1111111111r�ISTOP (FITS 1 1/2 " APPLICATIONS) VAULT - �• - �; .� ll ! �♦ 1a�: �gmIrimIrnriII IuI 11111► FZ CONTRACTOR TO SEAL ALL - ,';'•1111V2%;--�•', '� w /- MJ X TAPPED PLAN OPENINGS IN VAULT WITH �♦���`��v�� // 6" MEGALUG RETAINER �` �. 1 I 11 i 1 li 11 I II II �� ♦ V� NON SHRINK GROUT PRIOR '//'/ ( ) ` ' , Ilanc11 NOT: 4 2" TEE GLAND EBAA IRON STANDON PIPE STAND E" Up+c�r TO BACKFILLING 2" TYPE "K" 3" MIN. 6" MAX. CONCRETE PIER 6" GATE VALVE APPROVED DEVICE SUPPORT 3" AND LARGER at SEE NOTE 8 COPPER PIPE BLOCK f Cf) E-+ "aa0 GROUND LINE DRAIN TO CURB OR FLG. x M.J. Pi Ns V 1 ,,,� ddp !� �/ DAYLIGHT M.J. x 6" FLG. TEE C� o r ---� SIDEWALK WITH PLANTER 2.�' �-- 1!I . . \ rFl 90• BEND FLG. W In z arty `'' '- 41111 1 ;� STRIP AT CURB C7T5 SEE NOTE 5 SIC- IIS. Q,FI fI�,�IIt, RETAINER GLAND ii Z la-44 O W �I a MAIN LINE 3" MIN CLEARANCE -- I W( SPOOL FLG. x P.E. vl COPPER BENDSF I�' ON OPENED SIDEWALK Z30 MAar � •OS&Y VALVE 3" MIN. ' ' �/ LENGTH VARIES v�5 _ r., AS NEEDED MEGA FLG OR EQUAL BREAK FLANGE _ T ' ti _ 8" MAX. 90' BEND M.J. �, !v ��- - '-6" CONCRETE SLAB Z dingy " 1 - ice` 7. _ 11 _ - - : _ - INLINE CHECK VALVE � '_�., s- :, •• /'// / I WITH THRUST BL. W -' 2 MIPT X COMPRESSION CORP - ♦ - - - _ _ _ ,• iii .:; til ♦�♦10 ..... . :_ .:;_.:.._.',,:;..;_.:;_ .:•. ..:•-. 4" LEVELING COURSE w >~ I�`�-�j vl >; ��J//jJ Ij II;C :a .. • •• o --- AND MEGA-LUG RETA1 '%�0' 3/4" CHRUSHED ROCK ■sll�I4. 'I►.IIIA E / NOTES: ♦ Twr •1♦% •/,•%�° ._..�4.044.0.4.•0�:.� ro-i: 10 GLANDS (TYP) - -- - SEE NOTE 6 CONTRACTOR TO INSTALL st���■■■III'ilitr��IlMrir`■II'fI■'='���� . �. :.; :• . 1P-440-1111.111---.1-M1111--6-111-1-1.1111 � �� RODENT 1. HYDRANTS TO BE MUELLER CENTURION, A--423,(OR APP'D EQUAL) 6" MJ, 5 1/4" iii�F � ii 4 CONCRETE BALLAST 3 CU. YD. ) STANDON" SCREEN MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: MIN. WHERE FLOODING OR , , ��1♦�A�I A. OIL RESERVOIR ELEVATION HIGH GROUNDWATER EXIST " N ,� (TYP.) �i� DRAIN TO DAYLIGHT OR B. BRONZE ACTUATION NUT INSTALL SUMP PUMP C. BRONZE SEAT RING 1. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOCATION NOTES: CONTACT CITY FOR D. WEATHER SHIELD CAP APPROVED BY CITY OF TIGARD. 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90• ANGLES TO ELEVATION PUMP SPECIFICATIONS E. SAFETY SLEEVE COUPLING2. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED HORIZONTAL AND PLUMB. METER LOCATIONS. HORIZONTAL & LEVEL. F. THREADED NOZZLES WITH "0" RINGS 3. ALL CLEARENCES APPLY TO OUTSIDE, IN-BUILDING AND VAULT INSTALLATIONS. W 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN G. NATIONAL STANDARD THREADS 2. SAFETY CHAINS TO BE REMOVED. 4. TO BE INSULATED AND/OR HAVE A HEAT SOURCE TO KEEP ENCLOSURE AT CD SERVICE TAP INSTALLATIONS 12" MIN 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 40'F (NFPA 13-4-5.4.1.1). 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO 24" MAX BY DISTRICT FIRE MARSHALL. 5. ENCLOSURE SHALL INCLUDE A BORE SIGHTED DRAIN TO DAYLIGHT CAPABLE OF BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. OF DEVICE DRAINING A FULL RELIEF VALVE DISCHARGE. SEE DETAIL 557. NEED TO BE AT A MINIMUM OF 30" APART. UTILITY VAULT OR 'EQUAL BILCO DOOR 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 6. 4" 3/4"-O" COMPACTED GRAVEL LEVELING COURSE Q SIZE WITH F.D.C. WITHOUT F.D.C. OR *EQUAL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 7. A DOOR OR OTHER APPROVED ACCESS SHALL BE PROVIDED. C 4 676-WA _ 577-WA J-5AL 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED 8. ALL ASSEMBLIES 2 1/2" AND LARGER SHALL BE FLANGED 6 687-WA 676-WA J-5AL BY ENGINEER. 8 _ 5106-LA 687-WA JD-3AL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 9. ALL STRUCTURES TO COMPLY WITH LOCAL BUILDING CODES. 10 5106-LA 2106-LA JD-3AL 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) 10. DETECTOR METER TO READ IN CUBIC FEET. * CITY ENGINEER APPROVED EQUAL ON THE 4 1/2" PORT. 11 . INSTALL 3/4" REDUCED PRESSURE BACKFLOW AFTER DETECTOR METER. I Z6 CITY OFI'iGAAi} APPROVED Hr. NO SCALE APPROVED 011 - r APPRotim IIr. C17 k'UE'1'IGAAD NO SCALE CITY(}i IIGARl70 cTRlcnn THEODORE 5. KYLE, P.E. ■ aR&GI7N THEODORE S. KYLE, P.E. ORL.r,ON LORI FAJ4A, P.E. NO ��E CITY of TIC ARD A �°1 NO SCALE I:J.I N E1.1GINEERINGDIVISION 2 �C 1'-1/2 # DOUBLE CHECK DETECTOR " FIRE HYDRANT " °"N THEODORE S. KYLE, P.E. PUBi1C WORKS DF;PARTMY_NT a7Y DMlG. N0. ENGUV>~ER1NC DIVISION EIrG1NEERING DIVISION REDUCED PRESSURE DETECTOR W PUAI.fC WORKS DIiPARTMlINT U7Y EtIG per' ��' PliBLIC T90RK5 DSPAH7MF.Nf fltOr� � '• N�- ENGINEERING DIVISION QTY E'MDPRER DWG. NO. ■� PIPPI ]3125 5.W.HALL BLVD. 13!25 S.W.HALL BLVD. w L3l25 S.W-HALL BLVD ,. PUBLIC wow DEPARTMENT TIGARD,OREGON 97223 JANUARY 2011 WATER SERVICE TIGARD,OREGON 97223 JANUARY 2011 VALVE ASSEMBLY TIGARD.OREGON 97223 AUGUST 2015 ASSEMBLY 131zs s. -►�AI�-BLED- GROUND) 554 C2. / a TIGARD VOICE::(567]6i9-4171 2 VOICE:(503)639 171 5 3 3 ' �iI�RD VOICE:(503)617-4i71 5 42 �+ �� TIGARD,OREGON 9722.3 JANUARY 2011 BACKFLOW ��� �y,� FAX: (503)684.729) APPROVAL DATE FAX: (rte)684-7297 APPROVAL DATE FAX: (363)684-7297 APPROVAL DATE TIGARD VOIcE (503)¢;9.4171 �,,, FAX (303)684.7247 APPROVAL GATE /�/ W Lia_ Io =CDC Q �'_ IL' 61. will''=f I. =f'� 0! n• il I.IFIL` 7 � 2 j MI" ,. r MINE II I�- ISS ! - v * `//\,,Y v `//`//v/<::/ y `/�v v `/v\ii; � m y • r.ElI1 --7 TRENCH WIDTH 'r. :/\ \ �/\\ \ ' �� 'N I AS REQUIRED y. ////I// /... /\/\/ / //\/\/\/\/\\//��//////<i� • -- •- \ \ \ • \\\\ \ G,Q~r1y11 PROF�c- PLUGGED TEE PLUGGED CROSS 12" $F-.,• //\ ' ': * .: . . . a: '* •••+,••.. .•r" \'/ `/\ '� BEND PLUG OR CAP �,^ ..y'v S 4.,,,_ tillil li � I 1 L ��` . . MIN � \\ \ .: .' ;• . :� +'`:.+ ..�` !" •% /\/ ? {��GfNE�� � .,. 'i / ` / ` : . .'. •, ,• ; 82981 PE IN , ••Tull . \\\ . - P , '._ \\• �A� • i ' \�. , /� ..•.. .• . ., .. . :4.,!4•....;•., it ` / �/ �r �ie a - MN+ME a ial S 3000 PSI ��.. % \ . ~ ' / Mak COMPRESSIVE STRENGTH •.AIM : A •, 7' • 0 - A•:' : . I • OREGON- - _ r'-iL COMP THRUST BLOCK• "�'_ AGAINST UNDISTURBEDEARTH-BEARING AREA '. •II11flAHIflh1JIWIIfl iltlIi1I . Fel e� D�J� LATERAL PLUGGED CROSS TEE ._. a. a>t�'�J• ON BOTHSIDES OF PIPE 0 �.-- MWIMIII=ELV WAR /4) ` !.■ �.! RENEWS: 12/31/2018 (CONCRETE DIMENTIONS TIE RODS WHEN �.■��.1081 RE MINIMUMS - SECTION REQUIRED, AS PER - CON GI TE THRUST BLOCK SCHEDULE REFER TO DRAWING NO. 561 MANUFACTURERS ��� TABLE 1 THESE DRAWINGS ARE THE PROPERTY OF a RECOMMENDATIONS PROFILE VIEW a (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) FOR BEARING DATA) 12" wESTLAKE GONSULTAN75 INC- wq) AND N ww7M-- ARE NOT TO BE REPRODUCED IN ANY FITTING 90'BEND, TEE, OR 45' 22 1/2' 11 1/4' MIN _ �"'��� BRANCH THRUST BLOCK MANNER EXCEPT WITH THE WRITTEN SIZE (INCHES) PLUGGED CROSS BEND BEND BEND ♦�♦♦ s:s��♦;�1!�� -' ~ sir PIPE DIA BEARING AREA PERMISSON OF WO 1'� PLUG, CAP 'ft '� (IN) (SF) Y ,�. ti TAPPED 2" ` 0 4 01.9 01.3 - - -- i�♦��♦j��1�%,���%i��IIii�l ••'...: • 4 i��%i�I�� ♦%i . OR OTHER i 4 1.3 w lei !I i •03 1-CD• N -� FITTINGS AS 6 2.8 6 04.0 02.1 01.3 ,.,. 8 07.1 03.9 02.0 01.3 REQUIRED 0 5.0 .. 1I ` 12 16.0 08.8 04.5 02.3 --� 12 91.3 ¢ .. is er CD 16 28.4 15.5 08.0 04.0 gimiiiii._ .. KEYNQI'�$; o � 24 64.0 34.9 18.1 09.1 , �� A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK Ha j - Ir SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN P•.1• .' 3'0" B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF $ MIL POLYTHEYLENE PRIORCC o ALLOWABLE 501E BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO �,`` �•� , ` , `�.,` TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM 11J cv COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING //III I I%%W%;j` •- . ` ; / IN ///•0,%%//.// � STESSES, USE THE FOLLOWING EQUATION • • • • • • O♦♦♦♦♦1♦♦ BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. a. r/� - �� I'//'/'/✓ / C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION.CN I- O N RETAINER GLAND //.�e:�1.���,�., DITCH LINE BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) •���• '�•`' D. LINE-SIZE GATE VALVE (FLG X MJ). Is1 112 Z 114�.SL 1_ 2'-0" 1$A 4,_0., E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. a Q er MIN. MIN, MAX. (..1 U ° 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 2 J Q2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 NgENERAL o w PIAN 1. BEFOREE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE 0 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE 5 CO 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. RETAINER GLAND(S) SADDLE WILL BE INSTALLED. CV 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON QUANTITY BASED ON PIPE SIZE N THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. w STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF �' 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, rx J tr. ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. w o STRESS(ES) STATED IN THE SPECIAL PROVISIONS. 1. END OF LINE BLOW OFFS 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR - a. N0 6 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 2. BLIND TEES PRIOR TO TAPPING. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 3. BLIND CROSSES 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. r: If CC s, THRUST BLOCKS ARE IN SQUARE FEET. 4. VERTICAL BENDS S. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING, N Q 1....,' Z < NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINTDATE: O o Tualatin Valley dater District DESIGNED: N I �'°� CITY O(:T1GAAi} NO SCALE TAPPING SADDLE DETAIL w o N C; CITY OF TIGARD NO SCALE APPRovla Rr. OREGON THEODORE S. KYLE, P.E. o " STANDARD THRUSTI)RTHEODORE S. KYLE, P.E. \ �... APPROVED:IYFIC Z ENGINEERING DIVISION OW MOl1� DWG. N0. ENGINEERING DIVISION Cm DWG. NO. 1 BSO S W 170th Ave. Beaverton,OR 97006 - - - N PUBLIC WORKS DEPARTMENT8r si,• PUBLIC WORKS DEPARTMENT STRADDLE BLOCK (503 642-1511 www.tvwd.orgSCAL .NOlE SHEET - 11125 S.W.HALL BLVD. S TIGARD,OREGON 97223 JANUARY 2011 BLOCK 560 13123 S.W.HALL BLVD. 561 TIGARD voICE: 563)634-4171 VIGCVOICED,OREGON 97123 JANUARY 201 1 FAX: (303)684.7297 APPROVAL DATE TIGARD PAX: (503)684-729771 APPROVAL DATE5 4 0501 13 0I JOB NO. g IN' 2312-017 § 0 Irr -. 9 _ __ A ,50' (6.00.1 TYPICAL IIPT 1 - t DIMENSION 'j WALL THICKNESS. + EL \�, i 'Ft 1 LL �..`-...' r.. ..1 I ::° IIIIIMIN a. • � CAST IRON COVER w 2X 036.00" BOLTED & GASKETED �l ` hal MIA l►. �, , r. II ACCESS COVERS. RISERS & SLAB f .--► ,r 45'7'.a P•V *'• ►�7 .-': • -.- r n'i 1 _ ' _ 1 [48.00 - X7&G IMpRE5510NS AS REQUIRED, r; ,��r�• l4i•! ` 1 �S. y1�� v� �..1I ' � 117/2 � FLQATAf3LE'S WEIR.--�r I ik 1' -� �- FIELD POURED CONCRETE COLLAR /1 r:: I `• 1a /� �ti r1 r••ri•1 /� 5.00' M+ 10 t/2' AC OR CONCRETE PAVING- p`"REQUIRED, BY OTHERS. SEE NOTE 2. /'!-/ ��i, "1`. I '' X91„ CC..„,..zi. J'/r���> /r���� tail - /Ers�t'r eo.oD I' f1 , , ,: �;� -VENTED PRIMARY BYPASS-- 'Mr IVP t�iw`. �` �d 1 [ 1 1 OR OTHER SURFACING o ( ',--,'.,:i• c'';• ., OUTLET HOOD. � • �'T' f;' •� ;Lt. �� = .4112.... !f� \ : ' i/ BETWEEN FLOW THRU ! L--- -_ �.._�._,. - :._--- _ -----i --.5. l-.•./..->72 ♦! _ ILA / i\ TUBES. 1\,.-'/ II } RSI(' --+ /`�/� �• !/ , - '' f f /` r` /' c.. � FLOW THRU TUBES- 1 �- �,. ___ - . 1 •/�/ / -'1 D 3 B' / f /� / Z'.y! I�- (---( 6...04 IHro FILrER crwusER 1 - ,,. mei /amasst /-' � �' //, / ".�,. / f /(-- -� '� f,//, /;/ �/y`j �/: /' / �,'� PAVED AREA ON PRIVATE PROPERTY LANDSCAPE AREA ONLY W PERFORATED DRAIN--DOWN-- / /•' 1y ' /:f: r/� oppip t�iirl 'I FEED-THRU. 2X FLOW THRU-� ;'.�}_ .I-i �, umw,w - i4slEit3lFa.�i,ImFNde11•� '�� TUBES PER ASSEMBLY. -'..a e!. • li kl- -.I:tl .. DETAIL A _; it Z x� i �:�1 - $18 MAXIMUM. INLET WEIo A NSEMtBLYr-,( t 1r RESURFACING TO MATCH EXISTING PAVING E.t, ,TOP SLAB - �7-r l� w��,�` ' SEE NOTE 3. ScuE: DOW i i �19' q :-`_ I -; , E.; �T-- SAWCUT SECTION, SAW CUT AT LOCATION OF JOINT 0 W��RISER T&G IMPRESSION, �� .-'i#f',i: --AS REQUIRED- / � ►,.� r ► Il= CONCRETE PAD REQUIRED • ���+/ � ���®A :_ EXIST. A.C. E-100000 � f �� �y . CLASS 3000 CONCRETE IN PAVED AREAS ONLY EXISTING E'4 Z cu ..-� = --. +" RESURFACING w �.1 "fit 3`;y �1'...� J3: , . THREADED BODY & PLUG I _ . 1 --- ' -i,...,,,,.... .,..„„* �gui ..-4 �...�.Y.-41;1:1 g': 2X m.76.Op" BOLTED & G.hSKETFD ACCESS COVERS.---•` PERK FILTER" CARTRIDGE/STACKS. SECTION ^�-�.,_ __ RISERS & SLAB 'MG IMPRESSIONS AS REQUIRED. 1 / c„ f _ [�-I EpW ► ' Fahr` d.l l:-Ii•1 -•CARTRIDGE BYPASS PORT. 17 1/8" o U cs y �,r v //� '-_ [ I 1�- 1: FIELB POURED CONCRETE COil.AR REQUIRED, / • [[ �1 0 .,rs BY OTHERS. SEE NOTE 2. ((( / - -.72::-.: I :i-r �. _ / CAST ' '�r , I N` // I I I I rT, u� ao,o BASE. - w _ -- - - l C S IRON FRAME 11 -- I 8a ' w x w 1 - �rY ---BASE SECTION. tiMIN - / APPROVED o 018" MAXIMUM. 1, _Lille: �', � l - I rn n a o/, cel o 5i :' SEE NOTE 3. ,. •... '-''i•� ' . . :. 4• 1 1/2"-Cr CRUSHED S1 - � o t' � � NATIVE BACKFILL © W � - E�=- - PERK FILTER -� (COMPACTED PER Z �' �� = AGGREGATE BACKFILL A CARTRIDGES. SEE DETAIL A MIN i 6 /f ~ Y-•I IHLsr w£I / YPASSEMg Y-------- I HOOD. 1 I I { '¢qL 6 J GEOTECH REPORT} C'3 -•vENTET� OUTLET (COMPACTED PER 7 ..r.-4 �+ CONCRETE FALSE FLOOR. Y ! i 2 GEOTECH REPORT) Q fl w a+�E" OSB" hfAXiMUM. ��, MINIMUM DEPTH. { i OUTLET CHAMBER. ' • ? ' [; SEE CHART * 1 ^ IIs a a ° /� I I ', ! 1 O SEE NOTE 3. ■ i 1 I / /� C \ PI + - ,_-- A;. & NOTE B. •a __ .' �-CONCRETE DIVIDER WALL. �► ' E \C' , ., - ". II _�� nn I� INLET CHAMBER.----7/' INLET WEIR/BYPASS ASSEMBLY. L_�. . •• i, I�, --- _ _-- �� - '-- IIW MINIMUM DEPTH .75' Monci �'� ♦ I 45 BEND 11 - 11 °�� �r =II NOTE. RIM TO OUTLET INVERT- I - I _ CARTRIDGE STACK CONFIGURATION TREATED OUTLETS. -018- MAXIMUM. 4� '". '- -` r CO DRA#N-DOWN DEviCE.- '- CONCRETE FALSE FLOOR. SEE NOTE 3. �. I _r- I I i w 800 �/ / Q VERIFY ALL I 12" 18" 12"+12' 12"*18" SEE NOTE 4. 1. *. :� © , /rf _ Ill : Q REQUIREMENTS W/4.25' 5.00' 5.92' 6.67' � . � III JURISDICTION SECTION A-A ° u i1 n _ _ [51.00°t [60.001 [71.001 [60.00.1 e ilif,„o:, 4 CONCRETE PIPE ZONE to ° a - .° G '�' I I _ III - PRIOR TO START OF Notes: �,� " . `�•� ole -� '1 I 1 _ I I CONSTRUCTION 4'VAULT �N iu o o �°a I -- I I- W 1. Precast concrete structure shall be manufactured in accordance with ASTM Designation C857 and C858. TREATMENT FLOW RATES,TOTAL FLOW CAPACITIES&MAXIMUM HEAD LOSS BEDDING --THREADED BODY & PLUG t +� I '1'1' 0 rt, a G I: I , -777111777 . A CARTRIDGE STACK CONFIGURATION 11 2. Filter system shall be supplied with traffic rated (H20)bolted &gasketed 036"circular access covers with risers as CARTRIDGE DIMENSION 12. 18" 1 .___ . it r r, required. Shallow applications may require configurations with(H20)bolted&gasketed square/rectangular access STACK -LENGTH- TREATMENT TOTAL FLOW' TREATMENT TOTALFLo,N•FILTER FOR PARCEL 2 =.r ` 7 ' ' . ` `,tn '��" - '° ��/ QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY `�"' III - 3/4 -0 PIPE BEDDING L.•.J.,... hatches. Field poured concrete collars required,by others, (ID-FEET) (GPM/CFS) (CFS) (GPM/CPS) (CFS) 1' -- III -III ----- III AND PIPE ZONE MATERIAL 3 7 3610A8 2.9 5410.12 4.3 TREATMENT FLOW = 0.062 CFS ,. '`"' ' 3. Inlet&outlet pipe(s)(0 18"maximum)may enter device on all three sides of the inlet&outlet chambers respectively, 4 9 4810.11 2.9 7210.16 4.4 25-YEAR FLOW xi 0.63 CFS m 5 9 6010.13 2.9 901020 4.4 »' 4. Inlet chamber shall be supplied with a drain-down device designed to remove standing water between storm events. 6 11 72/0.16 3.0 108/0.24 4.5 -AVERAGE RIM ELEVATION = 133.9 7 11 84/0,19 _ 3.0 12610.29 4.5 12" III OUT (NW) •K 124.2 CLEANOUT BEDDING PRIVATE TRENCH BACKFILL DETAIL 5. For depths less than specified minimums contact Oldcastle 0 Stormwater Solutions for engineering assistance. $� IE IN (SW) = 125.2 MAXIMUM HEAD LOSS 1.7 FEET 2.3 FEET 1 .e.a rtt 1 I J.D1-tt 1 I NOT TO SCALE NOTES: ZO Perk F1flter TM -; ,: �~ Perk Filter TM ® 1. ALL CLEANOUT MATERIAL TO BE SAME AS CARRIER PIPE, C1dcasti� Oldcastle® 0 CO is ,{ Stormwater Solutions Stormwater Solutions .,.,. '4 4 4,:-.' 4' Wide Concrete Vault 7921 Sauthpark Plaza,5uke 200 I Littleton,COI 80125{Pb:800.579.8819)oldcasleslormwaier,com :,\,® 6 4,`J� 4' Wide Concrete Vault 7621 Sot�Ulpadk Plaza.Sviie 200 I Litllelon,CO 1801201 Ph:800579 88191 oldcesdeatormweter.cc n 0 THIS DOCUMENT'S THE PROPE OLDCASTTF PRECAST,eaC 1TIS$UHMu7ED FOR REFERENCE PURFOSESOM Y ANO SHAH.NOT BE .-9' DOCUMENT NC 113 swamp FOR REFERENCE PURPOSES OW Y AND SHAM.Nor RF TYPICAL CLEANOUT DETAIL to USED IN ANY MY N,I;LR101.4 TO THE INIEEESTE OF SAID COMP/01Y.COPYR OW 6 2019 OLOCASTLE PRECAST,K.ALL PO ITS RESERVED. USED IN M1 f WAY NJU'RIDUS TO THE INTERESTS OF SND GOMPA T.CCPYRIOHT 00XI0 OiDDISTLE PRECAST.iN:;.All RIGHTS RESEINED. 1- Media Three to Seven Cartridges/Stacks DRAT _ No. Re+ -E" ECO-0122 JPR 7/8/08 SHEET 1 OF 2 Filtration Three to Seven Cartridges/Stacks edia DRAWING NO- RE'' ECo ECA 0/3/ I Pari W FiltnBtlon g PF-V-4-0001 E JPR 10/3/14 g PF-v-4-0001 E JpR 10 3/14 RR 7/8/08 SHEET 2 OF 2 NOT TO SCALE < Q 0 /C^ 1 V / NYLOPLAST DRAIN BASIN WITH REMOVABLE DEBRIS TRAP ©p INTEGRATED DUCTILE 28 IRON FRAME&GRATE TO MATCH BASIN O.D. Z .61 j`� ii %2 C lit II PERCENTAGE OF REMOVABLE DEBRIS TRAP 0 OPEN AREA VS OUTLET PIPE OPEN AREA PIPE SIZE PART#TBD 4"-12"ADAPTERS 4" 537% �pPROF E II��,�� AVAILABLE @WATERTIGHT JOINT 611 251% pc GINS {CORRUGATED HDPE SHOWN) 8" 10" 141% 90% STORM FLOW �•:::: 82981 PE �'' 12" 61% ..zl,� lt .077 OREGON 1 ,.. q 0 \N- ...,.•,........ „.,. „% , i ' r12 20 4-) T J .4-'.-- ...Ar'''. rFowARo /�� `'ii0 . 'rAbtv PIPE SIZE A B C Y,}.,. 4" 7.51 28.24 12.00 y..•N,,Itt ' * * r; 6" 9.25 26.50 12.00 RENEWS: 12/31/2018 i .14 MAX i � 8" 11,29 28.46 16.00 I THESE DRAWINGS ARE THE PROPERTY CF � STORM FLOW --•► Ilk `� I � �..�.-xi.,, � 10" 13.21 30.54 20.00 1�ESTLAKE coNSULTANTs INC. (WCr) AND iii ., w.ii )� ill /!i� ++- P ARE NOT TD BE REPRODUCED IN ANY pill ••� lilliell A ) ! 4�' .�`%�� ��` �;�,i 12 15.05 32.70 24.00 MANNER ReioNivaTli THE wRITrEN STORM FLOW ��� �/jl.; ,� WATER LEVEL AFTER ��1��11 I� .. -� INVERT �� ,Ii• o STORM EVENT ;o•`d 6 bo a '- `j•. m c.-i. TRAPPED OIL& T m FLOATING DEBRIS \---_-•-) �• - ¢ a} ►Y..a,f @VARIOUS TYPES OF INLET&OUTLET ADAPTERS --a am C MIN B %. *Oft" AVAILABLE: 4" 12"FOR CORRUGATED HOPE _ _ o 3 NP REMOVABLE SUMP tl% (ADS N-12/RANCOR DUAL WALL,ADS/HANCOR SINGLE o DEBRIS TRAPl' I:'{ •"'AV� WALL), PVC SEWER(EX:SDR 35), PVC DWV(EX: SCH 40), rwlsi'-ar..rE PVC C900,CORRUGATED AND RIBBED PVC •"4 r4b11.10 IP SAND&SILT •-,�+'Q��� o may,. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER N $, v• ��Q,�-� GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II a z `I*i,#$4., '`�� ��. MATERIAL AS DEFINED IN ASTM 02321, BEDDING&BACKFILL FOR 0 ' i7"/r A••• SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED z CO __I q �- 24'I -� `�+�� +. UNIFORMLY IN ACCORDANCE WITH ASTM 02321. Ei I-1-1 U COco z O N a (1)- REMOVABLE DEBRIS TRAP AVAILABLE WITH ALL 24"STRUCTURE OPTIONS w CNI o (CUSTOM BASIN,ROAD&HIGHWAY,HERRINGBONE&CURB INLET) - a (2D- FRAMES,GRATES,HOODS,&BASE PLATES SHALL BE DUCTILE IRON PER THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY JJC MATERIAL 3130 VERONA AVE x J ASTM A536 GRADE 7050-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA 30518 Q OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.1409 a PHN(770)932.2443 a W 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS # `4 U RISERS ARE NEEDED FOR BASINS OVER 84"DUE TO SHIPPING RESTRICTIONS TRANS CALOR LICENSE THE USE OF THE SHOWN HEREIN DESIGN OR Nylo last y ayloplasi-us corra �` Q _c SEE DRAWING NO.7001-110-065 APPD BY JJC PROJECT NO./NAME ce ®- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE I Q a_ L., CONTAINED HEREIN,OR MANUFACTURE OF ANY DATE 1-14-09 DRAIN BASIN WITH REMOVABLE DEBRIS O N 0 ASTM 03212 FOR CORRUGATED HDPE(ADS N121HANCOR DUAL WALL)& ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS TRAP QUICK SPEC INSTALLATION DETAIL j I PVC SEWER IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN w DWG SIZE A SCALE 1:30 SHEET 1 OF 1 DWG NO. 7004-110-089 REV A it o PERMISSION FROM NYLOPLAST. CE2007 NYLOPLAST .. z N N - SHEET i•,, 4- N I JOB No. 2312- 017 A , Lb N� I 1200-CN EROSION AND SEDIMENT CONTROL PLANS FOR z ...d. 1 0 , , .., ,,, se > ilt in SW ASFORD o ' DEVELOPER DURHAM SQUARE • ........._, u a MISSION HOMES NW, LLC ' w Q PO BOX 1689 Z LAKE OSWEGO, OR 97035 Z `� PHONE: (503) 781-1814 �, F, i. w SW SEVILLE RD FAX: (503) 570-8828 !GARD WSW BOND T CONTACT: KURT DALBEY09E0oN � ›..„ SVf DURHAM RD WA` 1NGTON CT PLANNING / ENGINEERING / 4 w SITE o SURVEYING FIRM A �cl-44c, WESTLAKE CONSULTANTS, INC. SCOPE OF ESCP PERMIT � "�� 55 'may� PACIFIC515S.W. SEQ 0 A PAR WAY, W � ,� °a �� o� W STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES: . PARCEL 1 IMPROVEMENTS a w Q o > SUITE 150 TIGARD, OREGON 97224 c x ` ¢ • PARCEL 2 IMPROVEMENTS 5�� O SW ROSEWOOD PHONE: (503) 684-0652 1. All permit registrants must implement the ESOP. Failure to implement any of the control measures or practices described in the ESOP • PUBLIC FACILITY IMPROVEMENTS O W � n r�5� cZv FAX: (503) 624-0157 is a violation of the permit. ya ,� L FRONTAGE IMPROVEMENTa� � A N-0 CONTACT: KEN SANDBLAST, A1CP 2. The ESOP measures shown on this plan are minimum requirements for anticipated site conditions. During the construction period, o SANITARY SEWER IMPROVEMENT Z 9,,t6-. -c0- -� BRETT MUSICK, PE upgrade these measures as needed to comply with all applicable local, state, and federal erosion and sediment control regulations. ~_`womiiiim W ;14H 3. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all NOTE: THESE UPDATED AND NEW PLAN SHEETS necessary revision to DEQ or Agent. ARE FOR AMENDING THE CURRENT 1200CN PERMIT NARRATIVE DESCRIPTIONS A 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of erosion, ASSOCIATED WITH SITE PERMIT SIT2016-00020. -v..-- v /� - - v v v v ' v 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation including important trees and �3\ EXISTING SITE CONDITIONS associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site and sensitive areas p (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. BMP MATRIX FOR CONSTRUCTION PHASES W 8 * THE PROPERTY CONTAINS GRADED EMPTY LOTS WITH A 6. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and afterREs TO DEO GUIDANCE MANUAL FOR A COMPREFNSNE LIST OF GRAVEL ACCESS ROAD. THE SITE IS GENERALLY GRADED TO grading or construction. Identifythe type of vegetative seed mix used. VICINITY MAP THE NORTHWEST TOWARDS FAN NO CREEK. g g yp g AVALABLE BMP'S. C( NOT TO SCALE 7. Erosion and sediment control measures including perimeter sediment control must be in place before vegetation is disturbed and must remain in place and be maintained, repaired, and promptly implemented fallowing procedures established for the duration of � _ DEVELOPED CONDITIONS . , - cr• • •�• + .• •� •. •�• •� . i• - - i• • : -- r• !3\ MASS UTILITY STREET FINAL WET WEATHER 8. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. Direct all wash water into a pit CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1 -MAY 31ST) * INDUSTRIAL LOTS or lea -proof ontainer Ha die wa water as .ast-, c•ncr•#e c sch+rge to ate s o th- state . pr+hib'ted. 9. 'pply temporary and or permanen soil stabilization measures immediately on a disturbed areas as gracing progresses and or all EROSION PREVENTION NATURE OF CONSTRUCTION ACTIVITY AND roadways including gravel roadways. PRESERVE NATURAL VEGETATION **X XX X X X ESTIMATED TIME TABLE 10. Establish material and waste storage areas, and other non-stormwater controls. GROUND COVER X X / P 2016: 11. Prevent trucking of sediment onto public or private roads using BMPs such as: graveled (or paved) exits and parking areas, gravel all HYDRAULIC APPLICATIONS D * CLEARING (COMPLETE) unpaved roads located onsite, or use an exit tire wash. These BMPs must be in place prior to land-disturbing activities. PLASTIC SHEETING X I,- � `S��`Ry�,, `'�1� / * MASS GRADING (COMPLETE) 12. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. MATTING X X X _ X X 0W w Roo 13. Use BMPs toprevent or minimize stormwater exposure topollutants from spills; vehicle and equipment fuelin , maintenance, and DUST 2017: P P9 s X X X X X _ X = j TMAcT1 lir �`'"'",' * GRADING (AUGUST/SEPTEMBER) storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid, and TEMPORARY/PERMANENT SEEDING x Z (f) .' other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction operations. BUFFER ZONE (f) C] �- * UTILITIES (SEPTEMBER/OCTOBER) 14. Implement the following BMPs when applicable: written spill prevention and response procedures, employee training on spill prevention CD It - * FINAL STABILIZATION (OCTOBER/NOVEMBER) OTHER; and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, material delivery SEDIMENT CONTROL LY /, ### and storage controls, training and signage, and covered storage areas for waste and supplies. 0 ' TOTAL SITE AREA 15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. SEDIMENT FENCE(PERIMETER) **X X X X X X 0 -�r PARCEL 1 = 37194 SF = 0.85 ACRES 16. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's recommendations to minimize nutrient SEDIMENT FENCE(INTERIOR) X X X X X X p 0 PARCEL 2 = 34212 SF = 0.79 ACRES releases to surface waters. Exercise caution when usingtime-release fertilizers within anywaterwayriparian zone. STRAW WATTLES X X X X X • ` o; r J / # P FILTER BERM Q I N _ /� # 17. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant - C' U A' removal is employed, submit an operation and maintenanceplan (includingsystem schematic, location of system, location of inlet, INLET PROTECTION X X X X X X � � ��� ,�� TOTAL DISTURBED AREAp y y DEWATERING 0 '/, ' 'fr.,_N. :\ PARCEL 1 = 37194 SF = 0.85 ACRES location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the treatment system. SEDIMENT TRAPto Puca2 PARCEL 2 = 34212 SF = 0.79 ACRES Obtain plan approval before operating the treatment system. Operate and maintain the treatment system according to manufacturer's nJ �` specifications. NATURAL BUFFER ENCROACHMENT *X *X *X *X *X *X �, OFFSITE = 6000 SF = 0.14 ACRES OTHER: = 18. At the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be implemented to prevent discharges ��' TOTAL = 77406 SF 1 .78 ACRES RUN OFF CONTROL I I / � to surface waters or conveyance systems leading to surface waters. , 19. Construction activities must avoid or minimize excavation and creation of bare ground during wet weather October 01 - May 31. CONSTRUCTION ENTRANCE **X X X X X X SITE SOIL CLASSIFICATION: 20. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence removal. PIPE SLOPE DRAIN • CHEHALIS SILTY CLAY LOAM, OCCASIONAL 21. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth above ground height. and before BMP OUTLET PROTECTION OVERFLOW removal. SURFACE ROUGHENING X HILLSBORO LOAM, 3 TO 7% 22. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove trapped CHECK DAMS MCBEE SILTY CLAY LOAM sediments before design capacity has been reduced by fifty percent and at completion of project. OTHER: 1 23. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the sediment POLLUTION PREVENTION release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream clean up of PROPER SIGNAGE X X X x x x 8 RECEIVING WATER BODIES: sediment shall be performed according to the Oregon Division of State Lands required timeframe. HAzwAST�MGMT X X X X X X Q FANNO CREEK 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and material SPILLIaTONSITE X X X X X X LOCATION MAP /�\ pickup must be used to cleanup released sediments. SCALE: r=.200. • Zoe PERMITTEES SITE INSPECTOR 25. Provide permanent erosion control measures on all exposed areas. Do not remove temporary sediment control practices until CONCRETE WASHOUT AREA X X X X X X permanent vegetation or other cover of exposed areas is established. However, do remove all temporary erosion control measures as * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. COMPANY: (TBD) exposed areas become stabilized, unless doing so conflicts with local requirements. Properly dispose of construction materials and ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. �,Fp PROFS PHONE: (TBD) waste, including sediment retained by temporary BMPs. _`'��G4NEF CONTACT: (TBD} 26. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed in the ,p mix must be identified on the plans. 82981PE E-MAIL: (TBD) 27. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a sediment ( 4 e", DESCRIPTION OF EXPERIENCE: control BMP i.e. (filter bag). OREGON 28. All exposed sails must be covered during the wet weather period, October 01 -- May 31. I PROPERTY LOCATION: 29. If water of the state is within the project site or within 50 feet of the project boundary, maintain the existing natural buffer within -PFT qr 12,2c 0 4)the 50-foot zone for the duration of the permit coverage, or maintain less than the entire existing natural buffer and provide RATIONALE STATEMENT �F�wARD \•0f GENERALLY LOCATED TO THE SOUTH OF SW DURHAM RD AND additional erosion and sediment control BMPs. rjf7 SW 74TH AVE. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON .? DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT RENEWS: 12/31/2018 INSPECTION FREQUENCY LATITUDE: 45'24'10", LONGITUDE: -122'45 16 CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE THESE URA4MNGS ARE THE PROPERTY OF iS SITE CONDITION MINIMUM FREQUENCY - DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR WESTLAKE NOTETCONSSUTANTS INC.N (WCI)) AND THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC MANNER EXCEPT %Ill THE WRITTEN _ 1. ACTIVE PERIOD WEEKLY WHEN STORMWATER RUNOFF, CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS. AS THE PROJECT PERMISSION OF MSI PROPERTY DESCRIPTION IN CUDI GRUNOFF FROM SNOWMELT, IS PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLANOUR . , AN ACTION PLAN WILL BE 0 0.. F.TS TAX MAP 2S113BA, TAX LOT 100 SUBMITTED. AT LEAST ONCE EVERY MONTH, w Y w> CO CL Uen N REGARDLESS OF WHETHER STORMWATER INITIAL 3v - RUNOFF IS OCCURRING. 5 m a 4} Ca 2. PRIOR TO THE SITE ONCE TO ENSURE THAT EROSION AND ATTENTION EXCAVATORS: o BECOMING INACTIVE OR IN SEDIMENT CONTROL MEASURES ARE IN 3 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE ANTICIPATION OF SITE WORKING ORDER. ANY NECESSARY o OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN PRIOR TO LEAVING THE SITE. F. COPIES OF THESE RULES FROM THE CENTER BY CALLING 3. INACTIVE PERIODS ONCE EVERY MONTH. SHEET INDEX o 503--232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU GREATER THAN FOURTEEN N MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST (14) CONSECUTIVE 1 gLLI Z O TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL CALENDAR DAYS. NAME: NO. CITY OF TIGARD La 2 Q U 503-246 -6699. 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST OCCUR /T\ a I c:, THE SITE IS INACCESSIBLE DAILY AT A RELEVANT AND ACCESSIBLE 1200-CN COVER SHEET 0200 LAND USE CASE FILE � a< - 00 0 a DUET O INCLEMENT DISCAHTAR E POINT OR DOWNSTREAM 6 n I 1= w THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS EXISTING CONDITIONS, DEMOLITION, AND EROSION CONTROL PLAN C201 ION. sDR2o16-00011 o 0 co 5. PERIODS DURING WHICH MONTHLY. RESUME MONITORING UPON cn T- OF THE 1200 CN PERMIT. THIS ESCP AND GENERAL DISCHARGE IS UNLIKELY DUE MELT, OR WHEN WEATHER CONDITIONS c� Q a CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE TO FROZEN CONDITIONS. MAKE DISCHARGES LIKELY. GRADING AND EROSION CONTROL PLAN C202 CITY OF TIGARD z N 4 COMPLIANCE WITH THE 1200 CN PERMIT REQUIREMENTS. IN cl q CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT *HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION c' SITE WORK PERMIT " I REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION EROSION CONTROL DETAILS C203 c., 0 AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. i I J 5112016-00020 (/) 8 8 I- Q , *ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ FINAL GRADING AND EROSION CONTROL PLAN C204 n N to 0 1_ LLJ 1200-CN PERMIT REQUIREMENTS. u:' 5 5 - M 11.1 o *INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S O z m N 1200-CN PERMIT REQUIREMENTS. SHEET N *RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND 2 CD MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL 0200 a Z z MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE NO 0 CONSTRUCTION SITE OR AT ANOTHER LOCATION. JOB 3 I cx 0 ter~ use to W I mm 11 GRADING EROSION AND SEDIMENT CONSTRUCTION NOTES: go 40' 0 20' 40' 80' 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE / • 5. FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: / C Id%. M. 11.1..1 A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR L.APPROPRIATE SEED MIX. Z SCALE: 1 INCH = 40 FEET B. DWARF GRASS MIX (MIN. 100 LB./AC.) / rT, W E 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) /essN%% w C:4 rcia 2. CREEPING RED FESCUE (20% BY WEIGHT) I •._.� A U C �� C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) � 1 w 4 , , • \ 1. ANNUAL RYEGRASS (40% BY WEIGHT) ��� :. Q' rt 2. TURF-TYPE FESCUE (60% BY WEIGHT) %�f w t 'y �, \ �� \ -� - a. 4- } s�'fI +� I c_, w � MIN 1' HIrH RFPM EXISTING GRADE 1 , 1 y ::' i\` `� `� ".'' i 4./ Q�, a G3 C12 NOTES: 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED ; ---....,...----..--s...... .....::::::�� �� �`\.``' r �7 wc.cp 3' BY 3' MIN AT .v w \".� ' (•� B''OdD 1. WASHOUT FACILITIES SHALL BE BOTTOM OF BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ; i \ ' � rac.t m MAINTAINED TO PROVIDE ADEQUATE -llf l(I!f__-II WASHOUT TO ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. ! y / '' A' \ w //SLOPE ttAS ME14 r N �_I, ,i* �0 W En z a o HOLDING CAPACITY WITH A MINIMUM 2 7' I I , ,t` k�� �. •�`��� ti ,�, FREEBOARD OF 12 INCHES. �� r, CONCRETE / r' / -`'. F'�+ `�•• \ �O Zi z tY,wG] ;� . ,; 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT / o �'r' + \ ' �;;;.;:;''::;..t:,•.t.- ASI '\ O Wp2. WASHOUT FACILITIES MUST BE _ vw % \` ` �i •. i• Fv? W CLEANED, OR NEW FACILITIES MUST riA �►• � VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. ` 1 '� 7//4 •.••..f� ' "�. BE CONSTRUCTED AND READY FOR I i _ :- '`` ./ / �•i, i�i•.t USE ONCE THE WASHOUT IS 75% lig.,-2,„- j-, :" t / ' , 4 ♦i ♦•1 , U� �� , � ,_,.* � .. -.. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH FULL. _ �t�r�Y s w. a \a 1 a / �� r .- f j f ' r•`*s•.•Qi0, SII .� w ��0 I n- ��� ,: PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. _ I . , i. •� e. �� a,.�F 3. IF THE WASHOUT IS NEARING II i . . _..4-x.7-- -w w / yr i i, F�i�•�i.*v, ' + �' CAPACITY, VACUUM AND DISPOSE ✓ I r •� *t +} OF THE WASTE MATERIAL IN AN -] Il �, a 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. ',•) w y y w,/ f; /t• �... + + + + • APPROVED MANNER. _ r DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR I �, w w w7 ' !/ . '�.. + TRACT A . , + +�, 4. TEMPORARY CONCRETE WASHOUT41-11111111: :: k STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. w w w, f# / + + • + " _ FACILITIES SHALL BE LOCATED A 111.:.--- {1l._ + -_ HAZARDOUS WASTE, i w w / i i /t ' ++ ++ +++ �'� - .. SOLID WASTE, MINIMUM OF 50 FT FROM SENSITIVE \ 1tii, ++ .++- :` �+ + AREAS INCLUDING OPEN DRAINAGE s' BY s' MIN TO 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING w y u 1 �� +. + / + + +� .\ a FUEL STORAGEFACILITIES AND WATERSOURSES. CONTAIN CONCRETE AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID--SLOPE SEDIMENT FENCES OR WATTLES, ` y w •G •v //J .. •� ' /f' ++•+++ ++*++ , ++;+•+++ "+ ', �,t)'� AND FUELING AREA\/ . r + + + + + + + + + ti� OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION y , + , + + + + x �. S. CONCRETE WASHOUT FACILITIES PLAN / /i//SHALL BE CONSTRUCTED AND NOT TO SCALE CONTROL MEASURES. I jI %"- �� +}+ // / + +++.+ +++ •, MAINTAINED IN SUFFICIENT TO CONTAIN `--4 -1(---111 / I r ' t .qt + � {+ + �t*+t4.om++ + , 4 rY QUANTITY AND SIZE G I /� �� Iq II + . +rte + . + ; � Z ALL LIQUID AND CONCRETE WASTE CONCRETEIT 48YW�064. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING `' f / itr ��j ti I ,��'+++� ++ +,+ ,+` (�u � GENERATED BY WASHOUT I THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER / fit'7. I + + + + + + + + + + OPERATIONS. WASHOUT j PAINTED WHITE / 0 /, , / +++++ +++++ *frier APPROVED MEASURES. -„....1"0..• �I a AREA r t. r .r. j 4 I ` + + + + + ' BLACK LETTERS I 1 6. INSTALL CONCRETE WASHOUT SIGN 6" HEIGHT f /,14 +(I ".� / / +++ ++ + WITHIN 30 FEET OF TEMPORARY # 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND ' r / / -- ' //tib / ++ ++ J CONCRETE WASHOUT FACILfTY. 72" 36" MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT I �, ;/ �` /.Y / FFE1360' / 0_ _,7. TEMPORARY CONCRETE WASHOUTS LIMITED TO, TIRE WASHES, STREET SWEEPING AND VACUUMING MAY BE BE REQUIRED TO INSURE 1 ( .--- + / - - ' 0t t / c F ♦ # Z CONTAINER THAT IS PORTABLE AND / Z REUSABLE. CONCRETE WASHOUT SIGN ' i r� // / .is APA , ` �' �s' DETAIL yr • %/� s�c' I., I !' �: .. , (OR EQUEVALENT) 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF400...„.l I1 : ..: C) NOT TO SCALE APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY A, _ -/� '/�.'' f��,.c I 1 ` ie. `� U EXCAVATED MATERIAL INSPECTED AND MAINTAINED AS NEEDED. ♦ 1 'I . `� i Z AY BE USED FOR 3"-6" ROCK WITH A Fy y .Q /� k �. • jb, #' C7 Q (f) 1' MA MINIMUM 8" DEPTH - _ �S' I 1 + / 1 W PERIMETER BERM 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER TIGHT i i I/ i 4 I 13 E`99j • G U7 TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. J'' s' P s� . + S' ' 0 �% SLOPE r f• Ce / �' / e 't ' +++. STOCKPILE W 1' MIN .,.._:_m__ ce L _ _ _ _ -.�u� •- •:• • -- - / ��a• //, ') ) 73 . ` AREA l--1 I'3==-7-7_-,-I -II--sir _ 3� _ I ! 7OM..I��LLr T E i t i i i / /�,c 4 Q a li l}_ll-,�_ €Jl_ii _.� 2" MIN I 1 �f={I}rl ,, / .� �pr # (,7 Zgt IITl �� IL_�._ .-II-I 4 l! =LI� J,_11_ la- - ilIII_ i�l� i III i1-11!-', r�. i� �lj.- �- -_ �� .'/ �f a' ## ,g c-..i 1-�T SS {. -` �y - ,l , < ('D 3' BY 3' MIN TO EXISTING GRADE /c /6•�",41. j��/ �. /C-° �� a 7" CONTAIN CONCRETE ••,, ` �, 117////// ,fi r� N,f�� ######## g SECTION A-A T , ~-�-1 �' 11 i/ O 1 LL NOT TO SCALE r' 3 ! / a / CONCRETE WASHOUT1 /'' -- a 14;/..'4 .0*° , . , ,I!.� },- `#O z aeanWater Services �,. i��'R' Ao #Q D a REVISED 12-1fi • -`y .'fi ' �� DRAWING NO. 900 r I' NVf ,.", PARCEL 1/PARCEL 2 L. �:f Vii' 13Q PROPERTY BOUNDARY N T'1_,-:F.. �n ..� e. /(01.� ❑ __. �- �� ` EROSION CONTROL LEGEND _ `" `_`� ♦ !! .. 9'. 1-`% l:� #' XX ORANGE PERIMETER SEDIMENT '" `• • 'o r! ' �i�1` 31 ' FENCE SEE CWS DRAWING NO. 875. .s a y PROFF �' `� 133.82 TW7r5.... �t�� '1.il // INTERIOR SEDIMENT FENCE SEE CWS .+ .,� 13 .00 TW/TC . • 133.32 AC f-,/ / /,..;,01. .- DRAWING NO. 875. ';\ ` TW=XXX.XX TYP. ek '. �:-_ - + ++ ` , 133.5 }-AC 32.53 BW �':'� iE ,�' r 7.-, �� �. `� r :;•olio I 82981 PE TQP OF WALL ELEVATION ►t,-.. ka.,+ '1-32.87 BW ,�/ ,s .� / �,., +- :'''`,.:-\7,-,, �� � 133.25 TC S,. �1`` '� -O WATTLES SEE CWS DRAWING NO. , i'. / (1///17;-_ 1 � - � �.���� 132.75 AC fes, -- I s�.;ir 880. � �� Bf \� --e- rr _ �# OREGON R.p.xj * ELEVATION �:i � *. �� ___. w _2_,:____.„,-, - � ' �7' �r °' '#/ ,,_�. F r�2+2 A .. I r !i. \ -''.;.j. ` INLET PROTECTION TT BOTTOM OF WALL ELEVATION, I �/- // ' l 1 �``1 ,i ,,9 �._ ~ 1011 �� ,�Q� . GRAVEL CONSTRUCTION ENTRANCE RENEWS: 12/31/2018 ' r r ,� 'I _. �• `' • 111 SEE CWS DRAWING N0. 855. I ,) i "� �1 t� , '-''':::\'' �1 ,11 ' BW-XXX.XX - i 1 �e,/ 4 i ti ♦ .-`" � � 0: If■I`i NOTE: ` •� THESE DRAWINGS ARE THE PROPERTY of //' ill 'i 1,3 1. EXISTING GRADE (EG) SHOWN FROM SURVEY FIELD WESTI•AKE CONSULTANTS INC. ova) AND 'lip I t r FFE 133.50 } -2 0 i, 2 GRADE BREAKARE NOT TO BE REPRODUCED IN ANY 134.31 TW/TC /l f•�/ \,;�' _ J f' I '0 ' WORK OF JULY 2015. MANNER EXCEPT WITH THE WRITTEN TW= TOP OF WALL ELEVATION AT ADJACENT SLOPE. SEE NOTE 2. 133.81 AC '/ /,/�l ?>`- --��,/ f �~,�" �I 1 / 0 (TYPICAL) ):( CONCRETE WASHOUT MISSION OF WO ' �" . 1 I� O 2. PORTIONS OF SOUTHWEST CORNER OF SITE NOT ' BW= BOTTOM OF' WALL ELEVATION AT ADJACENT SLOPE. SEE NOTE 2. 127.38 BW / /. 1 ir\ \} it X 1111 / �' FULLY SURVEYED DUE TO DENSE VEGETATION AT oI �'j/ 1 } Ic )/n��� �-� �. r 1 'til / ta, �c w>- (V A= WALL HEIGHT PER PLANS. 134.48 TW/TCAi i- 1"`I",.........., / (/\ ,..../f- ---0 � -} C TIME OF m re xin SURVEY. DRAINAGE FLOW DIRECTION 0 N (MAXIMUM HEIGHT TO BE PER JURISDICTION REQUIREMENTS) 33 98 �� � / *` 3. AREA IN SOUTHWEST PORTION OF SITE INCLUDES L. 126.76 BW ;I � ,�� ,r,.�" I ASSUMPTIONS FOR EXISTING GRADES BASED ON > DESIGNATED FLOW PATH Q ¢ Q} -, -, IX m B= REVEAL* PER PLANS. `n`��� � :-��4-�::.:-",;.71Allit '447.h...:17017-111.--11 :;� / G* SURROUNDING SURVEYED AREAS, n ,bra f^ vII) � .:ii� � * WHEN REVEAL = 0", REVEAL ELEVATION = TOP OF WALL ELEVATION. 1, �' ''' / �� 4. ACTUAL EG AT THE TiME OF CONSTRUCTION MAY tlk134.56 TW/TC 1I/( �_ / + 7' '� * VARY FROM THAT SHOWN. C)N134 56 AC ' + . *i THESE EROSION AND SEDIMENT CONTROL PLANS 1 NOTES: I ++++++++++ Q 5. CONTRACTOR TO FIELD VERIFY EXISTING GRADES �! 0 127.45 BW I/ o M 1 ': +++++++ ,SIJ ALONG PROPERTY LINES PRIOR TO ASSUME DRY WEATHER CONSTRUCTION. WET z l'71 ` 1. WALL DESIGNS TO BE PROVIDED BY OTHERS. #� CONSTRUCTION. NOTIFY ENGINEER OF ANY WEATHER" CONSTRUCTION MEASURES NEED TO BE o o 0 Tt DISCREPANCIES. APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. w a,.. 0 2. SEE GEOTECH REPORT FOR MAX ADJACENT SLOPES. 134.87 TW/TC �. - '7'; C� F 9j� , �` KEYNOTES Q v 00 2 134.37 AC '" C . + 9�� a 132.19 BW �- c� + , ., - ° 1 CIVIL RETAINING WALL GALLOUT O1 EXISTING WALL (INSTALLED DURING MASS GRADING, SEE 1 ` . . +• , z SHEET C202 OF APPROVED PLANS FOR CITY OF TIGARD a m CO o '- ++++++ SITE WORK PERMIT NO. SIT2016-00020 . Pi 0U5 �+ ♦ !J a CATCH BASIN INLET PROTECTION, SEE CWS DETAIL 915 ON EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: a N C203 OF APPROVED PLANS FOR CITY OF TIGARD SITE in ca I A / WORK PERMIT NO. SI 1201 6-00020. 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL ' C4 0 o CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN J 03 SLOPE MATTING PER CWS DETAIL 805 ON C203 OF INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. z o o Q Q -& © APPROVED PLANS FOR CITY OF TIGARD SITE WORK a r` �D 11 r PERMIT NO. SIT2016-00020 .� N o 2. ALL SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING} SHALT. BE INSTALLED 5 �: IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. La - O o Ln 2-8 FEET. 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN /SHEET v) PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. >>\ C� 4i C 4 e1 ? SOB N0. F 2312-017 §c,