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Plans F1°S201 - 11117 U C\2 rtj 0.-4oG !,!ECEIVEP1 1 cD CONSTRUCTION PLANS FOR JUL 18 2017 a cogo Lottl CITY Of .rtGA R? • d DURHAM SQUARE . PARCEL .1D ING DIVI5IO w 0 .5.„ , . , E =11G A Rai OHEG *N 0—; ti) ° U 0 iti.ci � z � a2w 0 W �Io SHEET INDEXc. ui z ��a 4 NAME.• NO. SWASFORD _.) OI 5W D(�,� r ,, �'� y COVER. . SHEET C100 " Ra _ . ---(-- W 'a 4 `Af �- i GENERAL NOTES C101 , ; c SW SEVILLE RD I SW BOND ST �' (REFERENCE 1200CN PLANS FOR DURHAM SQUARESt./ l'..•i: S .. W SnURHAM RD H WASHINGTON CT SITE WORK PERMIT #SIT2016-00020) o -N*4% 4) # * CL SITE �� SITE PLAN OVERALL C300 I TRA&A `�� </-- SITE PLAN - PARCEL 1 C301 og 1 1 \iir " /., .o� � a— I X55 5 w �./ fp Ap `oe`� °° o SITE PLAN GRADING - PARCEL 1 C302 `4 �5 z SW ROSEWOOD r I Z \�cc,' a [ r SITE PLAN GRADING ENLARGEMENTS C303 EP � S w �¢ N COMPOSITE UTILITY PLAN - OVERALL C400 I I ILI o t� COMPOSITE UTILITY PLAN - PARCEL 1 C401 Q o a 8 UTILITY PLAN ENLARGEMENTS C402 O VICINITY MAP DETAILS c5oo -OCATION MAP [� NOT TO SCALE SCALE: 1"=200' J DETAILS C501 DETAILS C502 Q DETAILS C503 = CL ID 0 PLEASE PROVIDE COMPLETED NFPA 13 ��p poF� s MATERIAL AND TEST �� 1N� o CERTIFICATE AT �, <,,�FINAL INSPECTION 82981PE CITY OF TIGARDREGON REVIEWED FOR COD COMPLIANCE co�1FT�'T)-12,'29 c:39 Approved: : I G C T 4p WARD�J --2---- ,, OTC: It, I gl 1 ISS 1 ]Permit#: -� 76-)t '--C 1 (7 RENEWS: 12/31/2018 NOTE: PROPERTY OWNER APPLICANT Address: THESE ORAMNGS ARE THE PROPERTY OF ��. 'W� WESTLAKE CONSULTANTS INC. (4VC1) AND THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN MISSION HOMES NW, LLC MISSION HOMES NW, LLC IMPERVIOUS AREAS Suite# .7526) ARE NOT TO BE REPRODUCED IN ANY ni ' ■ MANNER EXCEPT VAIN THE WRITTEN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED PO BOX 1689 PO BOX 1689 AEXISTING 33,975 SF �/� PERMISSION OF WCI By. , `w ; Date: ' TO BE WITHIN ONE (1) FOOT OF A SURVEY LAKE OSWEGO, OR 97035 LAKE OSWEGO, OR 97035 x (GRAVEL, SHED) c...)•• MONUMENT LOCATION SHOWN ON A SUBDIVISION PHONE: (503) 781-1814 PHONE: (503) 781-1814w w>- OR PARTITION PLAT. NO DESIGN EXCEPTIONS FAX: (503) 570-8828 FAX: (503) 570-8828 PROPOSED 30,053 SF 00 zoa ,„ NOR FINAL FIELD LOCATION CHANGES SHALL BE CONTACT: KURT DALBEY CONTACT: KURT DALBEY (ROOF, PARKING) OFFICE COPY PERMITTED IF THAT CHANGE WOULD CAUSE ANY m L.. UTILITY INFRASTRUCTURE TO BE PLACED WITHIN PROPERTY DESCRIPTION ENGINEER I SURVEYOR ccm THE PROHIBITED AREA. TAX MAP AND LOT: WESTLAKE CONSULTANTS, INC. UTILITY PROVIDERS & JURISDICTIONAL CONTACTS i - bc75 MAP 2S113BA, LOT 100 PACIFIC CORPORATE CENTER - 15115 S.W. SEQUOIA PARKWAY, S>RE �, PORTLAND GENERAL ELECTRIC FRONTIER Ce SUITE 150 TIGARD, OREGON 97224 2213 SW 153rd DRIVE 4155 SW CEDAR HILLS BLVD. 00.85 ACRES PHONE: (503) 684-0652 BEAVERTON, OR 97006 BEAVERTON, OR 97075 LJ N ZOMG DESIGNATION: FAX: (503) 624-0157 (503) 672-5466 (503) 641-2004o IP – INDUSTRIAL PARK DISTRICT CONTACT: KEN SANDBLAST, AICP CONTACT: TOD SHATTUCK CONTACT: DAVID ANTHONY P 0 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES PROPO,SALR BRETT MUSICK, PE — L., e- Z NW NATURAL GAS �, U � INDUSTRIAL BUILDING AND ASSOCIATED BENCHMARK ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES 220 NW 2nd AVENUE � w J "e", ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. IMPROVEMENTS PORTLAND, OR 97209 6 5 ELEVATIONS ARE BASED CITY OF TIGARD m co o YOU MAY OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. BENCHMARK, #110, A BRASS DISK IN (503) 226-4211 EXT. 4361 T (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION STREET ADDRESS CONTACT: RYAN TRUAIR MONUMENT BOX FOUND AT C/L w CENTER IS (503) 232-1987). 7420 SW DURHAM ROAD INTERSECTION OF DURHAM ROAD AND UPPER CITY OF TIGARD TUALATIN VALLEY FIRE & RESCUE a J TIGARD, OR 97224 BOONES FERRY, ELEV.: 143.29 (NGVD'29) 13125 SW HALL BLVD., a U FIELD SURVEYED JULY 2015 AND MAY 2017 COMMAND & BUSINESS OPERATIONS CENTER N C:5 UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN ARE GEOTECHNICAL ENGINEER TIGARD, OR 97223 11945 SW 70th AVENUE i PER FIELD MARKINGS AND RECORD DRAWINGS PROVIDED BY THE (503) 639-4171 TIGARD, OR 97223 7 CC c RESPECTIVE UTILITY AGENCIES. LOCATION OF NON–OBSERVABLE AND/OR GEO PACIFIC ENGINEERING, INC. HORIZONTAL CONTROL CONTACT: KHOI LE (503) 259-1504 a 0 0¢.. CONTACT: JOHN WOLFF UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE 14835 SW 72ND AVENUE, HORIZONTAL CONTROL IS BASED ON A j 0_ I NOT GUARANTEED TO BE COMPLETE OR ACCURATE. PORTLAND, OREGON 97224 LOCAL DATUM PLANE (LOP); UTILIZING w E; PHONE: (503) 598-8445 TIGARD CONTROL POINT GC_22-060 _ Z N Et N UTILITY VERIFICATION: CONTRACTOR SHALL POTHOLE TO VERIFY FAX: (503) 941-9281 AND GC _22-055; SCALED TO GROUND SHEET `T LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING ROTATED TO BASIS OF BEARINGS OF I CONSTRUCTION AND SHALL PROVIDE WESTLAKE CONSULTANTS, INC. SN 22455. I` a 72–HOURS NOTICE OF ANY POTENTIAL CONFLICTS. 0100 o I 't-, a 0 CZ Z` ,�Mca Z 00 0 m GENERAL NOTES: DEMOLITION NOTES: GENERAL PAVING NOTES a a,, 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 (IEDNTIFIED BY THIS 0 ' 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 CENTERLINE OF PAVEMENT STRIPING. 4 '� 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. > W 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 COMPLETED PROJECT. ITEMS TO BE REMOVED. MM), AND COMPACT EACH LAYER TO A DENSITY OF 92 PERCENT MODIFIED STANDARD PROCTOR FOR tW� I U' 3. THE CONTRACTOR SHALL HAVE APPROPRIATE PERMITS BEFORE COMMENCING WORK ON THIS PROJECT. SILTY SOILS AND 95% FOR SANDS AND GRAVELS W d a� 2. ALL BURIED STRUCTURES (I.E. LEACH LINES, DRAIN TILE, AND PIPES) NOTED AS BEING REMOVED IN ,� �� 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. 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. H • ua0 STUMPS AND ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. E'-4 �t 4. THE CONTRACTOR SHALL REVIEW THE SITE AND SOILS REPORT AND MAKE HIS/HER DETERMINATION Cn E., HC,a�o OF EXISTING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDITIONS 3. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING a 0 Az ENCOUNTERED. OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR. SUBGRADE PREPARATION W ar4w 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 j Q F:=3, Q 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 ICE. 0 CONTRACTOR AND DISPOSED OF OFF-SITE IN A SUITABLE LOCATION APPROVED BY THE ENGINEER AND � � a TO THE AFFECTED AGENCY FOR APPROVAL. THE APPROPRIATE REGULATORY AGENCIES. "` ► 2. ON PREPARED SUBGRADE, PLACE AND COMPACT DRAINAGE COURSE UNDER CAST-IN-PLACE Z U� 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: �� W a�H TO EXISTING UTIUTIES, 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 ,1/4"---- 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. -...-I 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 CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS REGULATIONS AT AN APPROVED SITE. CONTRACTOR TO COORDINATE. D. COMPACT SUBBASE AND BASE COURSE AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, W OR HER SATISFACTION. UNES, CROSS SECTIONS, AND THICKNESS TO NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT 9. CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTILITY FOR THE SHUT OFF AND WEIGHT ACCORDING TO ASTM D 698, STANDARD PROCTOR. 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 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, PAVING NOTES i__L-. .. 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. F- 11. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. CONFORMANCE THE APPROPRIATE UTILITY COMPANY. Q WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE 2. ASPHALT BINDER: ODOT SSC SECTION 00730 CD 0 RESPONSIBILITY OF THE CONTRACTOR. 2. UTILITY TRENCHES ARE TO BE DUG, UTILITY CONDUIT IS TO BE PLACED, UTILITY TRENCHES ARE TO BE W 0 Z BACKFILLED, VAULTS ARE TO BE INSTALLED AND TRANSFORMER PADS ARE TO BE POURED BY THE 3. TACK COAT: ODOT SSC SECTION 00730. .J 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 MANUAL 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 SUPPLEMENTS. HAVING JURISDICTION; DESIGNED ACCORDING TO PROCEDURES IN Al MS-2, "MIX DESIGN METHODS FOR d W 1 ASPHALT CONCRETE AND OTHER HOT-MIX TYPES"; AND COMPLYING WIN THE FOLLOWING = 0 Z 13. A PRECONSTRUCTION MEETING SHOULD BE HELD WITH ALL INSPECTORS PER PERMIT REQUIREMENTS UTILITY NOTES (PRIVATE DEVELOPMENT) REQUIREMENTS: p W PRIOR TO STARTING ANY WORK. A. PROVIDE MIXES WITH A HISTORY OF SATISFACTORY PERFORMANCE IN GEOGRAPHICAL AREA WHERE r r,,,� 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. ( J 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 THE 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. )" 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 Z LINES SHALL TAKE PLACE IMMEDIATELY PRIOR TO PAVING. VERTICALLY. REMOVE EXCAVATED MATERIAL RECOMPACT EXISTING UNBOUND-AGGREGATE BASE 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 Q GRADING NOTES: ACCESSORY REQUIRED FOR CONSTRUCTION. 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. p PRO% 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 mac. ,t\GINE 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 r F, /AN. 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 f , "1:1114.44-, 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 6a p°� 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. `P 4 '"12,20 �,�C' BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE THICKNESS. EACH LIFT SHALL BE RESPONSIBIUTY TO SCHEDULE POTHOLUNG SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT 'T DWAR.\J .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 � j1 fl 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 DRAWINGS ARE THE PROPERTY OF oiNSULTANTS INC. (WVCI) AND 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. TESTING AGENCY REQUIREMENTS WESARE LAKE COMA-TANTS TO RE REPRODUCED IN ANY THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDER DRAIN MANNER EXCEPT WITH THE WRITTEN MUST BE PROVIDEDOf WV . THE UNDER DRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY INSTALLING 9. UTILITIES WITHIN FIVE FEET OFA BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR PERMns� 1. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM 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. FIELD QUALITY-CONTROL TESTING. COORDINATE WITH THE OWNER'S TESTING AGENCY REGARDING TESTING w 6; : N BENCH, THEN PLACING A SIX INCH LAYER OF 1 1/2" - 3/4" DRAIN ROCK, AND FINALLY COVERING REQUIREMENTS AND m 503THE 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 FREQUENCY. CONTRACTOR TO FOLLOW TESTING AGENCY RECOMMENDATIONS. 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, TO EXCEED 8 INCHES, EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP, 2. REMOVE AND REPLACE OR INSTALL ADDITIONAL HOT-MIX ASPHALT, AT THE CONTRACTORS EXPENSE, WHERE a 4r TEST RESULTS OR MEASUREMENTS INDICATE THAT IT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. -, ncm AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR Q SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL, 11. STORM PIPE MATERIAL TO BE PVC D3034 OR APPROVED ALTERNATE UNLESS OTHERWISE NOTED. 3 I- ',1 O 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 r. 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 W N THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. BE SCHEDULE 40 OR APPROVED ALTERNATE. WATERLINE TO HAVE 3' MINIMUM COVER. z a_ I-- o 6. 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 Z 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. 0. 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 vi 0 PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. THE CONTRACTOR SHALL HAVEW CONDUITS NEEDED. ONE FOR POWER TO SUMP PUMP AND ONE FOR LOW VOLTAGE POWER TO FIRE � o 5 E THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR SERVICE LINE CONTROL VALVE TAMPER SWITCHES. SEE MEP PLANS FOR CONDUIT SIZES AND o EACH. 2 FEET OF FILL. ELECTRICAL ROUTING. METAL SIGN WITH RAISED LETTERS AT LEAST 1 INCH IN SIZE SHALL BE m 03 7. SPOT ELEVATIONS AND ELEVATION CONTOURS SHOWN ARE FINISHED GRADE ELEVATIONS. MOUNTED TO THE FIRE DEPARTMENT CONNECTION. SIGN TO READ "AUTOMATIC SPRINKLERS". METAL w r SIGN ON FDG SHALL HAVE A RED REFLECTIVE BACKGROUND WITH WHITE REFLECTIVE LETTERING. J 0 15. ALL WATERLINE TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES, AND HYDRANT BRANCHES SHALL BE N U o RESTRAINED AGAINST MOVEMENT BY USING THRUST BLOCKS IN ACCORDANCE WITH 10.8.2 (NFPA 24) OR i W RESTRAINED JOINT SYSTEMS IN ACCORDANCE WITH 10.8.3. N8 W < ao a ri W O SHEET .- h. , Ciai „_, z gh. a JOB NO, r- 4 2312-017 §N in. � m .. . fr 1 CIO g CO CID `'Ili:, •! IV WIC \4 _ • / • © 40' 0 20' 40' 80' / ch 'i he //9 /(4%.. .... Uleei �.. / fro; 1 SCALE: 1 INCH = 40 FEET PSS 3,613 SQ. FT. ~-•_ VTR • _ / Q` / ' }�{ x� "--,...‹.,.. .,,,.., -.. i "4111 k5 ril El6 Ni, ,k w sl• ` .. '� H ♦ RSI n� minim ■ ■ ■ ■ ■ ■ ill• ■ ■ ■ nii ■.■ ■ ■ ■ ■ ■ ■ ■ s ■ ■ ■ ■ ■ il5 ]�/'� �14 waw if w " wI SLOPE EASEMENT 1i , ■ PETE r`7 Z OgZ w8 �� f ADDITIONAL PRIVATE ■ } i v w '" . / •\' / 1, AE ESS EASEMENT TO / oz Ellorrl ■ 7 \ / BENEFIT PARCEL 2 ■ \! �cn - " , / ,,{ l.y �a �- / • �;., / I `� ADDt�TIONAL PRIVATE ■ % N.�� 1�, ■ \ / -,--‹-`�."� � '`a I if �: . �� .\ UTILITY'EA�SEMENT TO■ \ N� Z d-4a \/ 1` + - BENEFIT PAL 2 • �� e► W a-4 F 1 N ,,....•-•.-- — /.7 --.....y ,i ii / • PEM 4,037 SQ. FT. [ ■ TRACT A , ; E ., #+++}+++ ++++ • +• �. r + + 4 ' / 11/4. .1 . f ++4,+++++.+ +/// + }1iii `�" .'k 11 2).. SENSITIVE AREA SETBACK BLEEPER LINE r' ■ PR ' • 's ACCESS AN f' y' - / j _ /� ++++"+++++" ++++++++++ + ., ■ UTILITY EA EMENT/ro W `•s If f + ; +++ + + + + + + + + s� ,, _� ■ BENEFI �PAR /E ` + • ri 4 ++ + ++++++.++++t `. # # ir/ PRIVATE STORM SEWER �'• ■ r P",�., ,,,L j / +++'++�+++;+++'+ ■ X \•� EASEMENT TO BENEFIT '' ■ / 1 / + + + r + PARCEL 1 AND 2 , ` / ++# G / *', + / ,. • ri BUFF ' �/ N + ++ iiiii f ��~ .. + ++ ../•••91 1 ;AO'. ite PEM 378 SQ. FT. fl.■ / ,i , If� A \ #++w J ,Iii tr:j..1)(3,477.6,6;.J40.:./r,:,:rii 4,•I( 1.1 PUBLIC SANITARY ! ',� I ` \ # 7:& //k?/, ;� • - + +/ + �� ■ Par- el o �� TO BENEFIT CWS I 6, / • ♦I / +++A n F/ ■ . i + / Q Z ��FF , t ■ . /�s ,;I p / / + +� � " V f I = I- IZ i + c'''''a ��gl �0`F'_ • / .; / / < + ► ■ • P 5� L�� BUFFS ■ + � ,, i-�`` ; ` ■ _ u) Ci5C Ilk , • ..,-i c\59 i----- -1---\ ---- -71 11,/,,i fil:Pli........... �F ` % :I 11 #++ # + • '` '"� ADDITIONAL PRIVATE III ■ Z L,,,,,..,.., , • ��P 1 ' ,,', UTILITY EASEMENT TO I �/ Q �� PARCEL Y BOU EL 2 'r BENEFIT PARCEL 2 ■ / `� Pe .;% / ■ PROPERTY BOUNDARY ■ TRACT A ��` �, :,=, ,�� U . . . :-.41:7-11:1:11/'. :: . . . . . . . . . . . . . . . . . . . . . . ■ ■ . . . ■ r C�1 "4\ ,, _ . . . if. �,.. ImPa F � � � , 0 AES 1 .10 osol. Fs"' 1 PR OPE` �. 1,+++# �� \. 7,-;:-..,. -'`1 ,�`�' '� f/ cP �GINEF Qy f + # + PQQ� +++ . + + + +a.+++ + p'� Q`�`� • rl ..�0�/ • y '�� f. 82981P£ 1.1 + . + " + . + + + .sem- , . , .�t. ' OREGON + • + +++++•+ + `i� // tial �� 0 r, . . + 1p 40 �� ' . f. !'CJ FDW ARp fj �T b - V r��}• . Parcel 2 � ^ M�,�00 ,, �,f�,,. RENEWS: 12/31/2018 ++ z Illi ul" /�`` - THESE DRAWINGS ARE THE PROPERTY OF N f + G t :r,; �" ° t - AREWESNOT CONSULTANTS REPRODUCED INC. IN AND . y rt.rg u MANNER EXCEPT WITH THE WRITTEN ANY - i .+ •C$ e'i,:i0 '.04.40-,Ve Ag':.;::,,.,tr- "\S'ee\ .,,..--". I i 44�/+++ �' A , ,- S 4 / / l^ LEGEND PERMISSION OF Wei l OP I w,� Ne �* �,• r PROPERTY BOUNDARY CO MCO � r ' � 4 �- „--"" — - — CENTER OF FANNO CREEK : .; • ""\-:;4;‹ ,r � • , i 057114=� Yr , ___ EDGE OF FANNO CREEK in • } `` ''s CD) + +'+#+ / )4CURB / v - / CI + / -� �� .� _,_,_,_._ _,_E_,_,_,_ FLOOD HAZARD AREA M N. + .+. .� LU + •+•+ ••+•+ - -- 1 - --- - EXISTING EASEMENT LU + + +' # ,++" ,f — — — PROPOSED EASEMENT zo 414 -\ cl #IIIIII j6, ,. BUILDING eL Z o z z u) _ 1+: c + 4 -q�2j, '' - 0 FENCE Z c> O s -J LI + + + 11 1 1 I 1 1 1 1 1 _ a 4'41. .+} + + �' ., EXISTING WALL `3 cm c +• + `" �/777/�/i SIDEWALK CO03 a y + + + q - Q�s' '• 7 V [F+ + + + + + + LANDSCAPING ¢ _ a `� V. cv V ---- 3 / I W' 3 f .- , / V7 O F- /'� C , ■ - / r> . ' O r. o _ 'LZ rf,-, ,'' S `� �' 0 Q z CV I • N 7 SHEET j N , ,, . f 0300 ,,...„-. . 1 ' gr` .� JOB NO. F 2312-017 N0 \'`'\ / ' C ff 2— cc / . l f J � m� / a mea \• / 8 ,,,-,1,,-- • co \ f / / / // 7/1 - 014 20' 0 10' 20' 40' ii.A.,.. / ! ! ! !!!! Pr..1 / ifr ` s. 4( SCALE: 1 INCH = 20 FEET ` P up. cip Lz-li / ---...., AnNih ". Z C\I H 0 cI5 / / 1 \fr // i jj// . ,� , � f�.... � ,,01"*- ‘ liNH \ OFFSITE PUBLIC WORKS1 ...:4 z !��? r �, ,� �, ,, 5 ;„yrs - ` 1 IMPROVEMENTS SHOWN I -.� .� .� � ,,�<<1y,,, \ 7 �:� 11/ liFila FOR REFERENCE ONLY z U-10 \\\ 1 y�M+~ ln� ORIU” - n ``�\ sil jj / ` �. + + ...., . -- LLI �, / 1 25' BUFFER 30 7+ + + + .-+... ++ + + + + -_,. + , „ ., . ...„.., -•,..„ • . ,-..-z-,..„,,,, / ham`,, * / , + +,,,, TRACT A �`� /1/ Ordil + � _ + + + + r \ ,., / / ,...,,,, 1: / ! ; �, i -.\\-- 4- +± ÷ - + + + + + + + + \ ..7-7--::„..--------„, ,,,,` ., / //t ,i, ,,,, j .. / �U i SEE ENLARGEMEN + + + t +,� 17.^ + 2>. ''' - / .., / I i ON C3 3 / + + + + + t + +_, 1041,_,<,43,....f. + + \ '`:. y '\ J i . 14/ La of / ° L 9' + + + + + + + + + + 0 Q LL.1 CL i 41\-- - + + + + + + + . y` SGP /// ",, W CC / r _.. 1.._...- ' t' 1 - ++ + ++ + \ SE + NLARGEMFNT � r• SGP / . CiI )c �� f` � • TYP %, \ � '�/ � + + a� \ t + + + +' + + + -� /41,y � � Q f 25' BUFFER / A,./ �/ ,..441111k mai% \ + � + + + + + tt + + t *.+ + + + + + + + + �/ � - 0 a / / / I -,\ 4, `\jam 'Mt I1i•lailliiiMintrtiunigti1ri�ir' 1r1°171111 , / \ /' / \ + +: + + + + � 7 SEE ENLARGEMENT � �/ / � \+ +.' + + + + / / / Cr) (n / �47 20 \ 18.5 + + + + s-/. ... )".' \"." i 2+ ON.. C303 + + + + s ti + • + 1 � 50' BUFFER /� �/� + * + ® + / 7 Lii Z / + I \ / ; ,� / \ ,,- �- / .., \>,2,5. >-)> NOTES: " "" ""� .,■,,.� , / / • / i N/27" / 1. SEE LANDSCAPING AND TREE PLANS BY OTHERS. r✓ / ,,, _ ,' 7 4' ,�� P 0 ' '; .\ / , 0 2,24N 40 ....... z ET CON / / �, a ,, ,. ..„... r/ .I,7.,..... ,-_„` ,, �. , ..- // „.„ w ti / *,f44, , 20' 0 10' 20' 40' Z ^' \_,.,___.,.,._,,, , \i/ k \i/ //' / / / / En }/j,/ , ,,v ,of t ,\V �� -'.� .�I,.s" ;.. �Q SCALE: 1 INCH = 20 FEET ��n / <1 IS li C4 i ,; 4 �� `_ �,,`\� .}. ��..0; OFFSITE PUBLIC WORKS �� w. 122 �, � \ \ ®▪# z x •� 3 <<<'' `.` * j \ \ , 1111---,\,\ IMPROVEMENTS SHOWN � A/ -6. ••-••/,,---. 1.44444.‹. ,, , .,„ _ , ...,-...., ..\:,......... / \ '...,<6........-- .,,,... „.._ ,40.\. 737--,, ,.' .,,., ---:,:\ \ it' ii -........... . , -• 4* / d'I { f f• r '1 _'�- yt;1•l l ill t '\.. I \ \ - ' ,▪lii' / s. � � . --- ,�,�. � \ r, R REFERENCE ONLYNaomi& z �� { �V f� / / ,'' 1`-. ''' \ \ 0 \ ' 137.02 TC W arc =: ...L "'._x f� ' / #ev 125--- / - ,y E �r 136.52 AC.73� \ 1 )4- //, -rd: ,/,,/1 ) # 1 - / ' '' - , -4----"A --, ' . //' � ow_ae - ,,,..,,„ `4 // / _ :� , �e? 1 1I f r 137.07 TC �� a1 �,. 3 ' `. �' ,' _ - f ,` ' ' ! i1, . Jf \136.57 AC + N • T'"" ' .- - Y, / r l i ! -lam + , ��. ---„../ � _ ' � ,y r ' , * ; ��' ':1 /i /+ + :+� ti �• . Qom_\ \ / / ) ,t, N. '''-'- Ni .V •, r , ' / f/ �; ! - 135.40 TC + + + + --4... + ♦ �� W �.� i 7/ #J/r J r , 134.90 AC +-+ + +*•-135.92 TC-.�+ - \ �_ ~� / CD ITRACT A ,' I i / ' I i ii 1 J J S \ j '� \ ,135.42 AC+ }+_+ + ''. ,'��/ tel/ 7 �Vc, J ! r \ / + + + + + + "� jit\ ,+ \ ---..f•-' A �ti / ' i/ h .F/I lj / J T i ii J \. 135.76 TC \+ --1---"---+ + + \ + - .G- S= EIVL�4RG i�FT \ ".. • ` I 1 ! i ' , 135.26 AC \ + + - +��1+,� ♦ `` ', \ Clim• La �✓ sir / 31/ ,i ,i ! / J 6 l' -'! E ENLARG: -EN \� . 136.05 TC + + + + \ `',SMI �" ��' .0. '``... U l 1 �� / + 135.55, AC /�� + + + + �. `,.,. '. f '' !L �, a! !' ,,rJ f 135.04 TC / ' +~135.75 TC + + + �` ;+ + + \ + + + + + + ♦ ' `s a \ / \\ ! �� if /1 i�� f�'' ,' _ 134.54 AC / 135.25 AC + + + + + + +\ti ! \ `�44", \ I Z Om i`�// �' • f I'�� (LOW POINT), � + \ + + + + + + + �+ + + + + + + • �' .,p�GP' `` CD LLI -.. ,, Ali 0 J I/ �f + + + + + + + ,,+ + + 4. _ `� SGP \ W .f �C ; ( I + `t-- SE:+ I LAF�GE' I`tT \ Li SGP / O Z I / I e/ ; # 134.82 AC ` + +\+ + + +. ` / 4t>cri ,- % + + + Q ` 343 +7- + + + ' AI,/ -. .. %. ze Air/ i/ / I � f 135.25 AC \ +i` + + + j + ,+ + + = + cco et \ 1 r ` i \ + + + + + /�+ + + + + :� Z .0 ' I j! / \ :::43„7),"' / / a-1113L-.70. 00 r# r' *• r 1 , 35.4 TC ', lar■i.rrri.�*�sr■'imu om ■�".'*,II','*„1"* "� 134.97 �AC j + + + + + + + /■ F.� ■ ; 135.93 TC / 136.48 TC + f + + + +,' +/ / / aSEE ENLARGE�uIENT \ / 135.98 AC j�• 135.43 A - ,r ' + + + ;� ii • • 135.83 TC + +:+\ / ls \ + Y�I I/ 135.33 AC + + /� / 136.30 TC. + ›`{ / / , ' 135.80 AC /�' / / / \ 135.Q�TC' / , + +J 7 / / ,.. r.`' + • �, / �. I/ X134.50 AC. ,,1 + ) { __. 135.98 AC ' -1,-i iii � .:22/,' / /// ' • / .f.x„ / \ / /)\., N/ / C--):•4 61 / / i` 7 f � 1 35.63 C �• /AV , , / / / �'4 �/ / , _\\ / , . 135.13 AC/ ' l / # � / / ,�'�� fA ,: �� J f�.� (LOWPOINT} �I � , /\,�' �� /� � 135.9$ ,AC %*� + \! ri f ,�� 15.30 TC / �• z` ` PRI / 7 I / \ 1 4 ,�%-"_ _.-SCC 'J� ! /'� X134.80AC / I •• + + ♦ 'C ��p �Ei�` i �! NJ I \ i / ,�� + ✓ �� cp F.�GIN�F'QJ J , / `� \ 136.19 TC '+ +• f 829$1PE I I / f / r3¢ 135.69 AC j ! �� f ,' ! ; Jf~ l �'I 1 \ + + • ' ./ OREGON '�, 1 { �`� ii /l/� j / 133.98 AC C / + /• �� qY pq� V�/ ! r / / 1' ,/ ,� . ,,/ I + + r T FOWARD// �`, .,':‘'f // i , i 134.29 AC,-- 'I + .♦ 7 -/X,7 . 8�/ / � '� t c y �.X .\,, f/ RENEWS: 12/31/2018f %I /j ,.. �♦ ' / / ' " 134.00 AC +1� \�=' 1HE5E DRAINNGS ARE 7F PROPERTY OF ! ♦ + + YME51NOT CONSULTANTSROO INC (WCI) AND A f� /�/r �/� j• F 134.26 TC �` j* ) f r " ARE NOT TO BE REPRODUCED IN ANY / "'rr l f. • ,' i 133.76 AC '' (�0 gi - '' "� MANNER EXCEPT 141 AIE WRITTEN- I / r t "• f= ♦// f 1 �/ � L. rf PER#tlSSEON OF NICI =,�rr ,s //i �� 133.25 AC ` .: + \ - �f Y j .� ,s /I Z NOTES/� // �/' 132.05 AC ' w wrO- J, , �/ , ' � 134.37 TC \+ • 1. SEE SHEET C300 FOR EASEMENT IDENTIFICATION. 0o =co ' /a- r , . q' 1 �' 133.87 ACXi 2. SEE SHEET C303 FOR SECTIONS. -• - ss 1 _____ ss _ .----- .,,-, -- •_/..---1-- .....,11 joy/ - --' 'Lill?. \\ \ '" `� LEGEND a�° } I /,F / /// '� 133.94 TCV°: '� •;/'� j/ / f i if\ 133.44 AC ,', / C�v 3 I / / "w! 1 / % % t C e( ----- --» --- -- - PROPERTY BOUNDARY 1-� X\ rr4.1T1 7 l � � % '.i' • / A r" �� -• www � un ( ' J ,, , j \ f CENTER OF FANNO CREEK CC o +/fL / flr I � �o \ f - ♦ / `\)' �po� ---- - EDGE OF FANNO CREEK W 1 '' "�` " ritEXI: [L F 129.46 TC � / f STING GRADE (EG) SHOWN FROM SURVEY FIELD CURB o / ///f / .i / 128.96 AC .r ' WORK OF JULY 2015. p U w // // / 1 /� (LOW POINT) i % - - =...= _,_ _,_,M,_._,_ FLOOD HAZARD AREA a E - / / ,' �• + ► .� / a , /� 2. ACTUAL EG AT THE TIME OF CONSTRUCTION MAY _ _ 0 N C1 VARY FROM THAT SHOWN. z w - 0 129.73 TC `•�` \129,78 TC .r '� r i EXISTING EASEMENT o o c / 129.E 3 AC k ' . .129.28 AC • . ", 3. CONTRACTOR TO FIELD VERIFY EXISTING GRADES - 0° En PROPOSED EASEMENT 5 i ,' ----13* / �� C =' ALONG PROPERTY LINES PRIOR TO -CI FENCE + �` r �� ♦ #,X,- - CONSTRUCTION. NOTIFY ENGINEER OF ANYOW a / ' + \ , '" DISCREPANCIES. BUILDING ¢ J a W E �1 + +4 •�� /r IIIII EXISTING WALL N 0 Q r / 130.01 TC \" (C �/ A 129.51 AC .,(.(>5„„,\:,.- / V//////� SIDEWALK cn a c -1-- •F Z t Q * + + + �+ + + +_+ LANDSCAPING � � � o ' 130.89 TC `-, " -- 132 `- -- - EXISTING CONTOUR - 1' INTERVAL w O 129.73 AC ," cc z N ~, -135 - -- EXISTING CONTOUR - 5' INTERVAL SHEET f 132 PROPOSED CONTOUR - 1' INTERVAL O 135 PROPOSED CONTOUR - 5' INTERVAL �/3Q2 Z' /7 , - JOB NO. 2312-017 13 140I , 1 { 1 ; I ' 140 ± t -1- _ : "'a Clial _--..t_ .1_-. ._.- _ »......_.r........_TT _ ■�. _.-_..rr-_..- ` -� --_ �_....�n._...._.n -_.-_r, �. _+._.__._ ..1--�......._�..^. -.�-......_.r ' te _ I „ \ '�: :)<,, ] 5 - . - --- -- ; __ �._� .I 136.93 FG-\ '136.89 FG c 0 4________ _- __1._ - J�IITCt GR.A'D 2 _ 1____1--____-_.__1._____-_ J -- ---- -- -- a% ■ ■ ■ NM E-I % Ill IIII C11.1 >- 130 ------- - _ __-- - �� „_ , ��... �.----� -- �I -------- - J --�._. . _ - - 130 -1.0Z o o.4° X f X 14 - � 1 I - 4' -- SCALE: 1 INCH = 5 FEET .-._ 7T __ ......_.. --r ... _.-.,.- --»_ L1._..-...,,- f185' 1Iiii _IIN .- -- --_.. "--6S-ED-1--GR-AD- - 135.25 AC -1'0% h -t ---- --- ---� --- - ---..�_ -_ _ _ 135.92 TC -1.1 -- _---- - -- ---- _ -.PRO QSED I GRADE_-,..-___-___ _ _-___.-_---•,---_•--___ ._ . . ___ 135.42 AC / z \ 136.89 FG 136.85 FG [ + z ' up..,„, M ----- - __ ._ -------------- ___ -1---- -w W _-- - - - 135.92 TCS 6 z � --_� _ __-_v _�_ _ .. __._ _ 125 9 F o cirri° 135.42 AC _.._____-_. _ �_ i v� a r- - -- -- ---------. -._.... ..__-_...._.._----.._- -...-- 135.42 TC ` Z - c�W �^ ___. 135.42 AC \ O W v 0 a __ __ --- - __ I - I t ? _- 135.25 AC / n U Wup ..� I i j r I - ...} _.. _ -__._-- € -•-1.0% -1.1% N. 13 ca Z A 120 ' 120 =.5' 5' - i , Et� -0+27.5$0+25 -0+20 -0+15 -0+10 -0+05 0+00 0+05 0+10 0+15 0+20 0+250+27.58 I z y. Wi Ili W AI.,•iH SECTION A-A " ` HORIZONTAL: 1"=5' O 8' 135.92 FG f ,X35.98 FG i VERTICAL: 1"=5' -1 5% 1 �" 145 , 1 , 1 , I 145 18.5' ; a o ._- _. _____.-Y--------_._ ----- . ---- -- --.--t - 135.25 AC' 135.43 TCP/r---7\ } -115% _ _ _ _ ---._T�--- - - ---- 135.43 AC �' ' W �._ �_T--.-. - ___ ^ 135.92 FG 135.98 FJ C) • -------��-- -- ' �- 9' 135.93 Tc PEDESTRIAN ACCESS ENLARGEMENT 2 \ i i i..,\ 140 -r- 1 -[ ' 1 -1------- i j 140 135.43 AC-\ i �/} �_ ■ __ . -EXIST NG RADE �- 147. 135.93 TC Q Z -I 135.25 Ac 135.43 AC-\\ __- - ... I---17:---- - -- -F-J-- -i - \ , -1.0% m - -- -.-------------- ---___I-_-------- - t -.._- -- _[ r 18.5 ----- 5 ---�- C') _. _ I 135 _._.Y....._ --_.. ____I___________----- I I - - - ----4-1---1- 135 --- --I---- --1- 135 0 N -__ __._ ..__._... __ _ ..._.....___ _- ..__-____-_. ii .- --.-----.----------I-,-- - z_ _ A E-- --- -I I _ __L 0 '-J 1-1----------1 F-1-- -1- ..-1-------h---r- ...-----1---T- -7.-7- --I--''.--t----------- 0 ED -0++1- 415 -0+10 -0+05 0+00 0+05 0+10 042%16.3430 16.34 Z &4 CI SECTION B--B a Et HORIZONTAL: 1"=5' P 0 VERTICAL: 1"=5' ADA PARKING ENLARGEMENT (3 z X i �9 V ) J z jC. I LL 135.78 TC � -1.2% f 135.98 FG �`I ____ t ".„.„7/4__. � ,�'�, � 7.------ -----X36 ��6 8 � � •;,� R 135.28 AC 135.92 FG 135.92 FG 135.92 FG 2 i .i /-136.4_..Z FG( \ 135.93 TC y` ;' i E/ X \ , , 135.43 AC I I/ X36.0 \ Y. 135.82 FG 135.42 FG.__135.8 135.75 FG \ N/ 136.44 FG \ 135.6 - % ,� -2.2% I 135.87 TC X �I X X 135.37 AC ` 135.92 FG LANDSCAPE AREA DRAIN AT \ 1 0 C! 135.92 FG� 136.48 FG LOW POINT. SEE SHEET C4Q1. o �/ NI • 136.48 FG /� 135.98 FG "� :C. 135.98 FG X I 135.92 FG 2. r . _ i ,,,,. . , , 1 136.48 TC 135.98 AC PROFS' �/ O \ n \ J �� GINS �� 135.92 TC 135.98 FG CONVEYANCE SWALE ENLARGEMENT �� s2981PE 2r 13 FG -1.5% (CONTOUR INTERVALS SHOWN ARE 0.2' MINOR AND 1.0' MAJOR) I 1 } j - co OREGON !1 �� g Y 12�200 ��, til I. <<"), /2, �`� I .. r�-h \ \ RENEWS: 12/31/2018 1 \151../5' INS-� THESE DRAtMNOS ARE THE PROPERTY OF WESTLAKE CONSULTANTS INC. (WCI) AND ~135.54 TC �1 SLOPE VARIES AREN R OTTO BE EXCEPT 1TH THE EPRODUCED IIN NYo, 135.04 FG \ / 135.60 TC �� SEE GRADING PLAN \� PER�IIs51oN of WCI 1 ' I 135.10 FG � % ,\ �� SLOPE 2% Y 44,444,111.1 AWAY FROM BUILDING �\ \�\� Wr /135.106AC -.4.444.4444:444.4,4, ' SLOPE VARIES Um 135.51 TC it e ; ��MI\/`/��/ �� /�� \ A a ar 135.01 TC/AC o 11111\ \\\\\\\\\`\\ \\\ \ \ \ \� LEGEND 0 III/ `s° �1 `� \ � / � ` / \��\�/ -- -. PROPERTY BOUNDARY F- 135.55 TC \\/\\jX/�//�/�� / o / 4' �s .�5%° 135.05 FG - CENTER OF FANNO CREEK fEt 1.11 / CONVEYANCE SWALE TYPICAL SECTION - EDGE of FANNO CREEK - N-, N 135.18 TC 134.68 AC / (NOT TO SCALE) CURB p 0 135.46 TC f5 ci. Z / o - _ _._._ _ FLOOD HAZARD AREA D. 134.96 TC/AC a / +� 1 EXISTING EASEMENT o w -I a.' J O 1i / 1 q 1qa• , 1. EXISTING GRADE (EG) SHOWN FROM SURVEY FIELD - PROPOSED EASEMENT m CO �� 134iz, .71 AC 1 WORK OF JULY 2015. 0 FENCE _, �-- 4 +� \ \ 2. ACTUAL EG AT THE TIME OF CONSTRUCTION MAY BUILDING J ci 135.12 TC VARY FROM THAT SHOWN. d W 135.30 TCa 134.62 AC 134.80 AC 1 ! I I EXISTING WALL ■I 3. CONTRACTOR TO FIELD VERIFY EXISTING GRADES SIDEWALK cn o ¢ iiiitiei. ' ALONG PROPERTY LINES PRIOR TO + }-�-- -+ " a 1 o LU Ili ,CONSTRUCTION. NOTIFY ENGINEER OF ANY + + + + + LANDSCAPING 0 DISCREPANCIES. _ --- -- 132 -- -- - EXISTING CONTOUR - 1' INTERVAL u Lt d N N -- 135 - -- EXISTING CONTOUR - 5' INTERVAL SHEET \ ice-, \ 132 - PROPOSED CONTOUR - 1' INTERVAL El �, I� 135 PROPOSED CONTOUR - 5CI ' INTERVAL C303 JOB NO. PEDESTRIAN ACCESS ENLARGEMENT 1 2312- 017 § 0 a Z o m61 :: : :,. as a S Inu� .ti 40' 0 20' 40' 80' / a Id.WI / `~ t IMMIMM / / fin' _ / / >4 SCALE: 1 INCH = 40 FEET I �/ / / w F� PSS 3,633 SQ. FT. -`_ ,,� / ix \„-- _.......,....__ `, `\ •```�;�' + '� '-.. •/ / / * .., ,i, / .%- / / J p; ■'■ ■ ■ ■'■ ■'■ ■ ■ ■ �: 0- ,_,cn ^`''' ■ ■ ■~■ •■ ■ ■ ■ ■ ■ ■ ■ ii- ■ ■ ■ ■ ■• ■ � �� / CnE, ... . - ,� w "SLOPE EASEMENT 1� \ ■II / o ■ -'� • i� ADDITIONAL PRIVATE ■ I L chW W w r' / ,�":�' '`` 1� \ ACCESS EASEMENT TO o 'a i 1 _w / `,` rti BENEF PARCEL 2 - L) r cavo c� -w / ADDITIONAL PRIVATE ■ / t5 �1 ■ `� -4", + �' FN....... UTILITY SEMENT TO // '4401.4� ■ \ �--`w.Y , i ,'i r +� • `-� BENEFIT P EL 2 W ate!~ 1 II , ,,, PEM 4,037 S ET. 1 : TRACT ,�` + + . ...'• 1. _A - .� + + - '''''.V. / r+r +r + r ` •�. + + : -:�: + ++++r� •'t . // / ' ■ PRIVATE.,.....ACCESS ANO •' r'�i _.__ �^ SE.I`�:sl'I l JE AREA SETBACK BUFFER F'�_It. �_INr ■ UTILITY EASEMENTf!'� • l f /� +r+.'. •+++a+a+.+.`+ . X141► `. •. ~' j.: ■ BENEFIT` PARS I ++` ++'+++#•++`+'++•+�'� � , Qson . k / A ILI,i . . 4 + 4 + . • PRIVATE STORM SEWER ■ `�_ �. ..,_T„ ,� +'+- '.+.'.+• + II / `',� 1� EASEMENT TO BENEFIT ■ `; I n + ,, + . PARCEL 1 AND 2 ♦ �' + ++ ++ , c ■ � ,r �; +++++ Parcel 1 '' a ■ / .. • - /t,,' k • ..." . lizz/ 12I— —.I PEM 378 SQ. F ■ / ' c -.- + I Z ■...rj QST t �,► (: % i .+ ++ �', } / LU ■ 115F , . ,, 1�� ,� .i �, �� ,�G / ■ LII L i / i' s rPUBLIC SANITARY 1 ■' ,� �`F- i j �� ++' ■ CD SEWER EASEMENT ' ■ . r'4,53 -L ,. I ■ Z J • Par- � . ■ Q i { TO BENEFIT CWS . �� ':� , 0/i1/ ,�' �,-�`. - #+ rl.: � L1w � -- I / P �fi� Cir `N`' �� .� / / ■ n ‘ ,, ' // A1/4 , ..' ,;;K" ...., M D 0- .11 , .t.' "AP' : , A -- . 1.-----, ....... , ____ _,__. ....___ _.., ,,, , ,IP*.: _ /, ' .„--- , „,--`' IN / ? f -0 `--,;:: (,•'" / , ■s� Pr.. ' _ �' ■ �C� i cii . 7 ADDITIONAL PRIVATE ■ #IY�� `7` �- 0s"' r ! _.� ,,,� UTILITY EASEMENT TO ■ % F / ,/ , PARCEL 4/PARCEL 2 BENEFIT PARCEL 2 ■ ` / / r ��f �1 PROPERTY BOUNDARY ■ L. ..♦ � 1 / ■ ■ ■ 1• ■ ■ ■ . . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ oP TRACT A \ /f ��. ,- •�, - D // ANN � ,� �i� P A C E L 1 �'� • I '��/ rte, x , �`�"� pROpF .f' % �.' !�� 1. �� + s �� ,.� 0 % ' .‘„),,GINCE.. ' �1-r cli 0 - r -,,, . , # / /;\ I +++ + + + +•++ ,- i $2981 PE z� + + + + + �. ._ _ _ g/� � ` f%;C 6� ' OREGON �r 01 , ,cf *..,--. 1 + iiW .- "stfJ WAR O 4. ie(e I Parcel 2 �c ; f ��di 0 - RENEWS: 12/31/201 If •�` 1001'"° { E i! + ,'4141a. '' ., I li � �1' / .2.,:a.., ,�Q� WESILADRAWINGS EINCPROPERTY OC) AND w 1 + / -. .� % ARE NOT TO BE REPRODUCED IN ANY N ! + / ,.o'l, ,, - /- �w. ti MANNER EXCEPT MATH THE WRITTEN I ilk+ ,� 0 !,%f r ',+ ,•' PERMISSION OF WGI _ Y Ihi it + + r ug Is'ldJ' - - �\ Cx1 m hi y is r J� 03 )- ` 9 + r - f % / -3 CCM CINilikftillij.r'---'-..'';',40.,!:': .09:0., Aa o '��' • � ' Ce N ' 0 -ter z ,, 4 0 ,A,st-4.1.1 6.k Z_ L� J_ CO C +, 4 + 4. + 7 + + + ' L c•114,"_.S* / Fr IX —.1 ° CL LIJ / a 3 7teCZ r- C•1 U 1' {n o Q Vf o V - -4 I • z N N ./ SHEET � C400 I 0 f I� I JOB N O. o a 2312-017 N ' ' C+•2� 1L� QO / / ,:`/ . z ted' /4 , -N. N--„,.,.., / , O • • 00 / \#/ `37- ,.S/ .�-`� Q �.,�` Sly_ / / � lC/ / - /Q �� /! 4V 20' 0 10' 20' 40' Z V/ ,-,L, .I., MI II MI MEM co p \r r �' '94 # / SCALE: 1 INCH = 20 FEET ›..7 / '11 :1-1 cc) L ik,.,.. H / //- 7 \fr. NI/ .I X • • ---\\ ,....., . .. ,,,,. / ... ci) , w4/4/4"........_ i '",...„.. . C941\t‘44:C" Ci) E."' � )4 ga.)Z cn �/ �,/• • , 5 5 1 5 5 l 5 t ��y Q W /. I U 47 C3�O 114 C) 2448 /./ y �Ir / f �'`'S 5 ././rte` It 5155j5y111•'5151 � ~'� O ' -17P, NI,--,, I rA ,\��':� � Ur-I0 ` Jf �/ �/ f / t 5 51 At,"' crime '1 •� ` ` 4 `\ �� w Gs E / 1\ -,..., / -11-,.. al I ''',.. 7- # I "1 / , -411-W- ----- \\\"\\ -------X---\2/ r)\fr x : 1 g 1- ------ ._ •/ ;Ir ------ -,41, + : + + #4r, 4* ..,. ,,,,, -........... -''. . 4'fs----z------------,,. 0 -,... - .-",,., /// W i l1 + + + + / + '�.� SEE ENLARGEMENT CD I / / r I + + + + + ± .>%...... ` ON C402 f�// / / / ii., I /7 , , ‘4,- / \if .,\ i i , _2; \ + + + + } + + 07 . / + + + + + . - + NI10. 413 Y ti^� i\l//7" \fr ii / LU �- J' `!, p t / �yj.� + + + + + +.,i�?y + -4 + +� -iv \ i'-'-''' 'Cc,' .:, , I / (....) \fr . - id„ / ,,, 0 ,....,,- : 4,....iii :_____,__ _ __„..d_...„--- + + + + + ± + + + ÷ + 4- -4- 4): + + :: 4_ + + cl i fir + + + + + + . i– 0 + + + '...761- -4*S'GP ".-,-,.„‹ I z ct Lu ci, wo < *JIA''''''' �'-_ `E'--. `-I____. C / Jr', + + + + + + + A. + 4400: 47:41 ., / K F �, O 7 I / rte, �I �� + + + + + + + + + \ Imo`, J / / *-.. s‘ 'w/ .,,;, # ,,,, / 0,0 + + + + + + + + + + + ' * ://// 11110 I ,-,:"Se\>,:xy ''',..,....._ +-+ + + ++ + : + +; . iiiliRiill�1Aiiii'iii�iwtiliSilMsMliliiM4i�i' / Cf) //, Alf _; �/ \+ T.: r � + + + OUTFALL PROTECTION I . �i + + + INSTALLED AS PART OF i f / EARLIER WORK UNDER ! + C O ♦� SEPARATE PERMIT. ; n a I +1/ N .-/ oe 1 ...:./ +/ + + { / Q + ,_,_ ..„ = I 1 illi! iil II! f•-,'.,..••-•';-,''• �/ // P- F (If '`''/' ' '� 7 �=_ . + ♦ ; ' ONSITE PRIVATE NYLOPLAST TABLE ! f e'er I Or 0 ,/ O )/ ✓ NAME: RIM: PIPES: /" N. 4,.../44,-. " + 111. a 4.44,g,,, .,N0,,,,„Nip + 5 /7. AD-1-P1 135.42 14 LF, 8” PVC, 1E OUT=130.73, SLOPE=1.0% / / .(^--'CV-4 / , It ,�' !` <1p„ ''� "� \, I -1- 1 134.55 104 LF, $" PVC, !E IN=129.55, SLOPE=1.0% �� GINE �� / hq / } / ;� CB P 84 LF, 8" PVC, #E OUT-129.35, SLOPE-1.0% t' E - . , �,. ♦ ' 82981 PI=E I' / i =y ,,.. • / _ CB-2-P1 134.51 7 LF, 8" PVC, iE OUT=128.61, SLOPE=1.0% /� / /i / f / • ,' �. 0 ♦ �} / OREGON �. • ti, 4 . C + �- / JPO CB-3-P1 135.18 5 LF, 8" PVC, IE OUT=130.36, SLOPE=1.0% �� ''9Y12 2�p ��'� � ' ; . ` 47 �, } .. ` � / LEGEND - - - t>.. \•1\)� • , , / CB 4-P1 128.98 15 LF, 8" PVC, IE OUT-126.25, SLOPE-0.7% EDWARD :� i / tee., - .._-c----..._... rot/0 .0 i / /1 + + STORM WATER PIPE ♦ i �� i �` ♦ / RENEWS: 1231 2018 / i D .�' / / ,; / , '\,' + - • CATCH BASIN • �� ♦ THESE KEDRAWINGSCONSULTANTS ARE THE PROPERTY OF ♦' ♦ ' 77 [ j OLD CASTLE PERK FILTER VAULT ARE NOTETO BE�REPR REPRODUCED INcANYANO MANNER EXCEPT 1MTH THE WRITTEN 6Y' . / ,/' —SS-- SANITARY PIPE WATER SYSTEM KEYNOTES: PERMISSION OF WCI i 1'/„ : ...•// / • EXISTING WATER PIPE c� / ��''r,, .yAr* 1' 19/ / ` / y'� �� f — — EXISTING WATER LINE PER ASBUILTS. m � N `' =� ' ♦ ' 'J/ W NOTE: CONTRACTOR TO VERIFY SIZE. MATERIAL, ,/ (*." PUBLIC WATER PIPE N. 4i �� / T/ ,--r- --s- � CONDITION. AND LOCATION OF PIPE AT POINT OF s ♦ —DWF— DOMESTIC WATER PIPE -- PARCEL 1 CONNECTION PRIOR TO CONSTRUCTIDN, NOTIFY ENGINEER I� / I \ '� �� ' !' Q '/ OF ANY DISCREPANCIES. , am / i / vv -I"IN1f— FIRE SERVICE WATER PIPE -- PARCEL 1 PUBLIC FIRE HYDRANT INSTALLED UNDER PUBLIC WORKS T, 7� ' ` T, + / �- s:� �`� ,!` —DMS-- DOMESTIC WATER PIPE - PARCEL 2 PERMIT. I-- a� / ♦ `-'' 0 – 3 2" DOMESTIC WATER SERVICE. ti , 0 �' —FINr- FIRE SERVICE WATER PIPE PARCEL 2 O COORDINATE WITH MEP FOR SIZE OF DOMESTIC SERVICE Ct N., CC-4 i, y + • f +♦ / l `` �� FIRE HYDRANT (2" INDICATED). W N + / " CL ,, --1 r .j i' + 4 6 FIRE SERVICE. 0 � + / ,� ;' ��'\ COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE (6" w C.� a Z liti, 4 STORM DRAINAGE KEYNOTES: INDICATED). q ! .0. -- WATER SERVICES TO SERVE PARCEL 2. SEE PARCEL 2 z 0 _J S ir i - + �� - Q EXISTING SLEEVES THROUGH WALL. �_/ PLAN SET. _1 d D fi • 11134041110 • f ! CS1 Z �' "f O2 12" STORM OUTLET PIPES IN SLEEVES. r 3 INSTALL PERK FILTER VAULT OR APPROVED EQUAL. SEE SANITARY SEWER KEYNOTES: 3 r I��' 0 ��,,/ O DETAIL ON C502. SANITARY MANHOLE INSTALLED UNDER PUBLIC WORKS w a ;�';Tf' ♦ ® PERK FILTER VAULT AND ASSOCIATED STORM PIPES FOR 1 PERMIT. N 0 ,- 10401100 ' V PARCEL 2, SHOWN FOR REFERENCE. SEE PARCEL 2 PLAN CL' �• SET. RIM=1307 - - v) o W Q ._. �„{,, p IE IN (4" NE)-118.94PARCEL 1 z ¢ 0_ +�/� �< # a 8" STORM CONVEYANCE PIPES, INSTALL CLEAN OUTS PER IE IN (4" SW)=118.94 - PARCEL 2 o Q / PLUMBING CODE. IE OUT(8" NW)=118.74 i5 N ' CONNECTION TO ROOF DRAINS COORDINATE WITH MEP 2 4" z d 6 SANITARY LINE TO SERVE PARCEL 1 BUILDING, S=2.0%. N \ f PLANS. INSTALL CLEANOUTS PER PLUMBING CODE. SHEET f �� 7 INSTALL BUMPED NYLOPLAST 24" CATCH BASIN WITH 4" SANITARY LINE TO SERVE PARCEL 2 BUILDING. SEE I ' �'� N SNOUT, OR APPROVED EQUAL. SEE DETAIL ON C502. 3 PARCEL 2 PLAN SET. a b ‹V' ..-7 8 INSTALL NYLOPLAST 8" AREA DRAIN IN LANDSCAPE AREA, 0401 o I OR APPROVED EQUAL. SEE DETAIL ON C502. JOB NO. ' N- 2312— 017 0 .� �...,,,........_ .07:1 r7 , , .. ---7....--------,,. . :0,.., . / 1 ',..„..---, Cal 0,-.3c.',3' rP ..,________ ._, --._.:-..... Ift • 5...,,, co. O in ~\ 5' 0 2.5' 5' 10' Z 'r` Eti ..N.......... /11" -..„ 4.4%.,....s.... <71 • 1.0 ".1 '1"; 44 rg 440. \\AV �� •---.,_. SCALE: 1 INCH = 5 FEET r i `� g x 00 "vOP : ' � -� E; • uw e r W 1 U � tgz om l'...N. .4%••••..4,101 .--,.„,,,.. Z vi " ~"'Q o ‹ ``,. .:..:,.j T4.41' } 1 1 %b. 4/ #111'............. --.....„, : , s n. ID _1i - 1 _t__ __ .41,, , .,:, ,,.............., -.lip ._ilit / ,, ..._..., ,...) w 0 � . W Iz 4...'747* : ' ' f 0 Et --� _- -- , ..J rte r /1 . �4w / T. J © „. r 0 I ± + / --- / E I� ± --i— + eit 4,/ . P n i - IL- / --'- ' /+ ± ± It/ 1 """ /° . ./ 1 Q r i -I± ♦ LEGEND � I / —XW--- EXISTING WATER PIPE L_L.,,. ♦ / -- - -t --�W- - PUBLIC WATER PIPE J • —DWI— DOMESTIC WATER PIPE - PARCEL 1 0 O • V / ---FW --� FIRE SERVICE WATER PIPE - PARCEL 1 q I� • .607 ,� + + -I - f f• FIRE HYDRANT /0/ Zry:4 Ep PROFE \-447 z, f II ♦ / f � ��yG I N E� oz + + r1 / 82981 PENiti. I. V \ \ / /// CONSTRUCTION KEYNOTES: :z_ / ti. OREGON � � L �_� / Z, O EXISTING WATER LINE PER ASBUILTS. EDWARp ��L NOTE: CONTRACTOR TO VERIFY SIZE, MATERIAL, 019 CONDITION, AND LOCATION OF PIPE AT POINT OF RENEWS: 12/31/2018 WATER SERVICE CONNECTION, FIRE HYDRANT, AND FIRE SERVICE VAULT ENLARGEMENT CONNECTION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. THESE DRAWINGS ARE NE PROPERTY OF WESTI_alcE CONSULTANTS INC. (WOANDFIRE HYDRANT INSTALLED UNDER PUBLIC WORKS ARE NOT TO BE REPRODUCED 1N ANY N PERMIT. MANNER EXCEPT WITH THE WRIT1EN PERMISSION OF WG 1 ( 1 1/2" WATER METER PER CITY OF TIGARD DETAIL 521 ON \ / C501. w w} 0 4 2" REDUCED PRESSURE ASSEMBLY IN HOT BOX m om N O "HYDROCOWL" OR APPROVED EQUAL, PER CITY OF TIGARD - 1- DETAIL 554 ON C501. a a } COORDINATE WITH MEP FOR SIZE OF DOMESTIC SERVICE 4 o0' (2" INDICATED). ELECTRICAL CONDUIT NEEDED FOR - 3 ELECTRICAL LINE FOR HEATER WITHIN ENCLOSURE. I-- a a COORDINATE WITH MEP FOR ELECTRICAL CONDUIT ROUTING. O6" DOUBLE CHECK DETECTOR VALVE ASSEMBLY WITH FDC X (684—WA), PER CITY OF TIGARD DETAIL 533 ON C501. W COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE (6" z 0- INDICATED). TWO SEPARATE ELECTRICAL CONDUITS o 0 -- NEEDED. ONE FOR POWER TO SUMP PUMP AND ONE FOR w = Z W LOW VOLTAGE POWER TO FIRE SERVICE LINE CONTROL m , — Q VALVE TAMPER SWITCHES. SEE MEP PLANS FOR CONDUIT (.2 OJ SIZES AND ELECTRICAL ROUTING. METAL SIGN WITH RAISED a a cl LETTERS AT LEAST 1 INCH 1N SIZE SHALL BE MOUNTED m CO TO THE FIRE DEPARTMENT CONNECTION. SIGN TO READ "AUTOMATIC SPRINKLERS". METAL SIGN ON FDC SHALL w ""• HAVE A RED REFLECTIVE BACKGROUND WITH WHITE Et J Q REFLECTIVE LETTERING. W } ' 0 OFIRE DEPARTMENT CONNECTION. SEE DETAIL 533 ON N SHEET C501. o w Q 0FIRE SERVICE WATERLINE CONNECTION. SEE TUALATIN z �! <L / VALLEY WATER DISTRICT TAPPING SADDLE DETAIL #8 ON ( 5 C501. CONFIRM BUILDING FIRE SERVICE SIZE WITH MEP. ' I s.:3- 8 DOMESTIC WATER SERVICE CONNECTION. SEE CITY OF 0 Z N I TIGARD DETAIL 521 ON C501. CONFIRM BUILDING WATER SHEET SERVICE SIZE WITH MEP. I N z 0402 . 1 c JOB NO. 0 231 —017 § N 1" 6" I CONCRETE W/ LIGHT BROOM FINISH 1/2" RADIUS TYP. z 7- FINISH GRADE � BACK OF CURB Z � , coo ca - 72" m o .-I 5 3 1/2" — into '44 �` I w \ 1........./..."0"..... ,3, HANDICAP PARKING SIGN - TYP. 1 -- a 1 co ,,,,:o. O 00 O l J !`' Er.Q...�CA °,ql°°a° q. A PAVING t4 2 I )._ c) FACE OF CURB RESERVED �-- 5 1/2" -.1 �i8" I � I d�•� � NATES: �°� CRUSHED ROCK �1 j ��STALL WITH 12" GROUND a �� o oDF4" WIDE PARKING STRIPES PAINTED WHITE R R NGSIDE VIEW STOP VIEW °a° `� $° ° �` ° . 11UNDTURBED NATIVE SUBGRADE H {'SIGN R7--8 C/D rA1 E PRECAST CONCRETE WHEELSTOP NOTE: EXPANSION JOINTS ® 1 S' D.C. MAX. a u ga z pk�c 31� P. 60 NOT TO SCALE 6» EXPOSURE VERTICAL CONCRETE CURB z Tw 7. 0 w � o NOT TO SCALE Z °�A CURB CONSTRUCTION JOINT ' HANDICAP PARKING EMBLEM - TYP. \, ,� ��`�'� � �� Z c.,;1),-04c..,PAINT WHITE 6 REINFORCED Valk W ��g ASPHALT SLAB ON GRADE ciaI VAN SIGN R7-8P = T ID A�CESS1IBLE = A4" ..gZ ::. 1] _I 0•i NOTES: `- ad ° '"'�J 1. BOTTOM OF SIGN TO BE PLACED AT A MINIMUM HEIGHT 16:Segel N--SUBBASE W CD PARKING STALL - 9'-0" LOADING AREA - SEE OF 5' FROM GROUND IF THE SIGN IS MOUNTED ON 1- g., I ARCHITECTURAL PLANS THE BUILDING. OTHERWISE, 7' OF VERTICAL CLEARANCE CL REQUIRED BETWEEN THE BOTTOM OF THE SIGN AND NOTE: COORDINATE EXPANSION THE GROUND LINE. JOINTS WITH SIDEWALKS ADA PARKING STALL ADA PARKING SIGN 0' EXPOSURE CURB NOT TO SCALE NOT TO SCALE NOT TO SCALE I z 0 CD 1 1 J Q H 6" WIDTH PER PLANS (r) � J SEE NOTE 5 1/2" RADIUS CONSTRUCTION JOINT 6" CURB EXPOSURE2% T AVEMENT ..., y 7 ..< , ... - s T eI11�v 1 11„. ..,,,L. ,,,,:.:..„_,...,,,,,. .:.:. ,,,,t , , . 9"- 1 2” OF 3/4"-0" BASE ROCK Ca COMPACTED SUBGRADE 2" CRUSHED AGGREGATE BASE "-O 4" ASPHALT CONCRETE 0 S I D E W A L 'K ADJACENT I T O CU 3 (LEVELING COURSE) 91% OF RICE DENSITY 95% OF MODIFIED PROCTOR AASHTO T-209 ASTM D1557 CONCRETE W/ LIGHT BROOM FINISH LANDSCAPE WIDTH PER PLAN 6„ 1/2" RADIUS TYP. �t�0 PROF-4,,,y PER LANDSCAPE � sw-.-..-.-.-e-�-�-�y-w-u�s�w�wjor+w±w±w'!wi!wr'w!w.ww.rw1 '� up,, �` \�IN�F .v PLANS _ _ L_ __ ' 'L=L ti: EXISTING GRADE ® BACK OF CURB iri C ,p -�--29� it. �! �! �! �! 1111;0 � ! f! �! '�r � - 2981PyJE r r4 4r' .. •, r� ��/?I I.V." v v v v v v v v !! .. � .. .A,,...4....-.4N; .. : �i,, 04111.,1,�� .,ice�000 W W �OAA . PAVEMENT p" • • • • • • �: o °,� � OREGON . . : ii rail.= - 111*. - SEE NOTE 5 I" I -v v v81 v v v v vil ! �"�� WA2 �J� 2" OF 3/4"-0" BASE ROCK '//\ / Aal '��'/ // i ti * c ,`� ED RO 7/X2- /l COMPACTED SUBGRADE !�� /��1\\\ \��/�/�/�/��/ co �/ / / / / /X a RENEWS: 12/31/2018 / / / / / / / / / / / WEST£ DRAWINGS ARE THE PROPERTY OF S DEWAL_ < AWAY FOVI C ._ / / / / / / /�/�/�/�/moi 4 wEsrv�KE corlsuLrANrs INc. (wa) AND 4 \/ / / / / / \ ` \ ARE NOT TO 8E REPRODUCED IN ANY N NOTES /\\/\\/\ /\\/` A \/• /\`/\`/\\/` A ; PAVING MANNER EXCEPT WITH THE WRITTEN N i SUBGRADE PREPARED PER 12" CRUSHED AGGREGATE BASE 1i"-0 ° PERMISS€ON OF wa GEOTECH RECOMMENDATION y 1. CONCRETE SHALL BE 3000 P.SJ. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 95% OF MODIFIED PROCTOR __ - CONCRETE LA Y;: o OF 1-1/2" TO 3". ASTM D1557 - o�ou clOG AG` O ,o °c • n n 2. PANELS TO BE 5 FEET LONG, UNLESS OTHERWISE INDICATED BY OWNER. TYPICAL PAVEMENT SECTION °nr ��o �, °`°° oa o O � cerno 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, PER GEOTECH REPORT (2016-10-07 BY GEOPACIFIC ENGINEERING, INC.) �3 0 . - c� 3 UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. NOT TO SCALE e `'Qi n N U 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 111=111H=-1111[\........i-CRUSHED ROCK LQt CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. w 1UNDISTURBED NATIVE SUBGRADE IZ 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE z CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. CD OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. a. E — - CONCEPT CONCRETE CURB—WALL (6'- 24") 0 U 6. EXISTING TO NEW SIDEWALK JOINT CONNECTIONS: CONTRACTOR SHALL PROVIDE DOWELED J o J o CONNECTIONS, OR APPROVED EQUAL, TO PREVENT DIFFERENTIAL SETTLEMENT AT ALL JOINT (� PLANS BY OTHERS FOR DET�S) o CONNECTIONS BETWEEN NEW AND EXISTING SIDEWALKS. DOWELS SHALL CONSIST OF 1/2" NOT TO SCALE m OD REBAR EMBEDDED MINIMUM 6" INTO CONCRETE AT 3' O.0 AND HAVE MINIMUM 2" COVER, J ow J cc a /L/atif�) a cJ PRIVATE CONCRETE SIDEWALK a Q NOT TO SCALE z n d.. (7) n N • E r1 L+.1 d p x z (NJ 1 SHEET C500 [ N U 'AF Q] h 1 z c, JOB NO. Y 2312-017 CITY WATER DEPT STANDARDS PLUMBING CODE i IL. �� 12" BEHIND SIDEWALK I` ` C' OR BEHIND CURB SEE NOTE 4 12" MIN. Z o� -� WHEN NO SIDEWALK THRUST BLOCK CITY APPROVED 21 0 ISI.mo i 1 4 !r 4 �'t....\, co o BACKFLOW DEVICE i1�`r}f a �I ;II�� II(• FLANGE COUPLING 1. l {RETAINER GLAND ADAPTOR .ft �� . .14/".. . o0 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX �.��, ) 1� in METER W/17 X30" ROTOCAST LID W/TOUCHREAD HOLE - • FLOW ..=,f= ,rs� T..i 1 12" MIN ,,- 7 4 # �a I �.d..■SII�, ,1!►Lf��l rL ,.�1I.lir 11111111.111 Aidillaril IRI .. 1410$ . SEE NOTE 5 � � y " MEGA FLG a�� - -� s...•.f+. -�f:> .. r: FIRE DEPARTMENT ■1421... 1.4' - ,.I .,.'-..:;... n. e rewK FLG OR EQUAL s� .. a:� .: I In ■■■la. :1.+ qtr.•..;l;,M�i "0271444t..�*: •� .l'. ,f' O .. = CONNECTION 6„MI NMI. ,, OPTIONAL AT THIS 24" MIN. Z •� LOCATION PLAN r,�, W II ,_, w OSHA APPROVED LADDER 24 MIN HOT BOX W WITH ALUMINUM LADDER rW SEE NOTE 9 DISME��' 2" FLG X COMPRESSION ANGLE EXTENSION BY UTILITY • "HYDROCOWL"UAL �- xd STOP (FITS 1 1/2 APPLICATIONS) VAULT W CONTRACTOR TO SEAL ALLh / MJ X TAPPED PLAN OPENINGS IN VAULT WITH ll_ 11 I II 1 �I I II II T: '11-?]\\I w�� 2" TEE NON SHRINK GROUT PRIOR SEE NOT[t STANDON PIPE STAND E.-4Z"1 Z • �a TO BACKFILLING APPROVED DEVICE SUPPORT 3" AND LARGER r� d w�a� 2" TYPE "K" 3" MIN. 6" MAX. SEE NOTE 8 V 1 �` d�� COPPER PIPE DRAIN TD CURB OR i'I: PI rT a O GROUND LINE I ■ 90' BEND FLG. i�+'� rn - ar�� DAYLIGHT rpt_ .. Tit SEE NOTE 5 Ne Ai N. Alit •e "� ' ' l� RETAINER GLAND il o w C°4 Pr4 *0 II i� 3" MiNCLEARANCE I I SPOOL FLG. x P.E. Z U�MAIN LINE I. 30' MA m „,., ACOPPER BENDS ONOPENED '" w�16 LENGTH VARIES ��ASN EDED - OS&Y VALVE '' �)_■ • • , 'o - - --fi" CONCRETE SLAB Z c-).-lo E MEGA FLG OR EQUAL - �� ;' _ ' 90 BEND M.J. --%- : WITH THRUST BL , j: ._ � W 0. INLINE CHECK VALVE .'"•• '- := ;a��:- :- 2" MIPT X COMPRESSION CORP ,'=' = ?=:? 4" LEVELING COURSE ;a1 :.+_:=._ AND MEGA-LUG RETA� __ _ .' GLANDS (TYP) 3/4" CHRUSHED ROCK I randl• hIM. l II I■f ' '"�"■■`�"' ::"`: SEE NOTE 6 CONTRACTOR TO INSTALL S��Ct�lll I Iw.��44��i ■1�� ♦� i 7i/ Ilii III Il II II RODENT CONCRETE BALLAST 3 CU. YD. f l�� s ! - �� / SCREEN MIN. WHERE FLOODING OR "STANDON" 1111111111>•1�-I HIGH GROUNDWATER EXIST-- cTgN, • ELEVATION (TYP•) - ' DRAIN TO DAYLIGHT OR INSTALL SUMP PUMP 1 . REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOCATION NOTES: ELEVATION CONTACT CITY FOR APPROVED BY CITY OF TIGARD. W 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO PUMP SPECIFICATIONS 2. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED HORIZONTAL AND PLUMB. METER LOCATIONS. HORIZONTAL & LEVEL. 3. ALL CLEARENCES APPLY TO OUTSIDE, IN-BUILDING, AND VAULT INSTALLATIONS. 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN 4. TO BE INSULATED AND/OR HAVE A HEAT SOURCE TO KEEP ENCLOSURE AT SERVICE TAP INSTALLATIONS 12" MIN 40'F (NEPA 13-4-5.4.1.1). 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO 24" MAX 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 DRAINING A FULL RELIEF VALVE DISCHARGE. SEE DETAIL 557. NEED TO BE AT A MINIMUM OF 30" APART. UTILITY VAULT OR *EQUAL BILCO DOOR OF DEVICE 6. 4" 3/4"-O" COMPACTED GRAVEL LEVELING COURSE SIZE AITH F.D.C. WITHOUT F.D.C. OR *EQUAL 7. A DOOR OR OTHER APPROVED ACCESS SHALL BE PROVIDED. Q- 4 676-WA 577-WA J-5AL 8. ALL ASSEMBLIES 2 1/2" AND LARGER SHALL BE FLANGED 6 687-WA 676-WA J-5AL D-3AL B 5106-LA9. ALL STRUCTURES TO COMPLY WITH LOCAL BUILDING CODES. 10 5106-LA _ 687-WA JD-32106-LA JD-3AL 10. DETECTOR METER TO READ IN CUBIC FEET. * CITY ENGINEER APPROVED EQUAL 1 1. INSTALL 3/4" REDUCED PRESSURE BACKFLOW AFTER DETECTOR METER. 0 ' APPROVED BY: NO SCALEAPPROVED APPROVED ar. NO SCALE CPFI OF TIGARD CITY OFTIGARD NO SCALE C('1}'C)1''1'FC +R3) LU 0 OREGON THEODORE S. KYLE, P.E. 2" p o7u>Gan THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. I I J ENGINEERING DIVISION pry ENGINEER & 1-1/2 DWG, NO, rr ENGIN}_LAING DIVISION DOUBLE CHECK DETECTOR - REDUCED P URE s CTOR � �<IMPPUBLIC WORKS DkPARTM}NT I'U$I.G WOAIIS G DIVISIO NTCITY DWG. NO. ENG[NTiER7NG D[VISIONan,ESIOKERDWG, NO. !)44. Irr PIl$LTCVPOIIKtiD1:PAATMt•NT f,` 13125 S.W.HALL BLVD. 73125 S.W.E-IA.7J,BLVD. 131;5 S.W.HALL BLVD. BACKFLOW n �/�' GROUND) i TIGARD,OREGON 97223 JANUARY 2011 WATER SERVICE 521 TIGARD,OREGON 97223 JANUARY 2011 VALVE ASSEMBLY 533 TIGARD,OREGON 97223 JANUARY 2011 BACK LOW (ABO-E GROUND) 554 5 4 1- .TIVOICE:(503)639-4171 TI� VOICE:f 503 639-4171 ( ) ��//�T IJ W FAX: (503)684-7297 APPROVAL DATE PAX: (503)6847297 APPROVAL DATE � VAX: ( 503 639-41Tt PAX: (503)684.7297 APPROVAL DATE Q I- C3 V C Lu- ll lI. is tI .Il - - ;;,�~":.'t if ISL' � 1 69._ x `:-.' WEN LE �� riialTRENCH WIDTH ?,, y /\/\/\/� \;''' / /\"\\• \I�i Mid , AS REQUIRED \\�\\/\\/ , . / /\ \�\\,\ p PRo� PLUGGED TEE PLUGGED CROSS ., 12" / /j�,�:�/�' - • • !~• • ' : . : -`': ` m 4y•••• ` , . ,/\/� ` �,�, • BEND PLUG OR CAP MIN \," �\ \\ .-: �\ ��. G E S O _i "ter* r ::: `� /\/ %\ y' +; Y• " : 4. -'A ' ':.'•/. /„:�/ r �c.� 1 N F'f} 2vr i � JI ..gyp 3,1 ';I,ijl/�/ ' '. .A �' '�; • -. �1' j 82981PE Eli ii: n ate- - _: •, �, /� :. .. . , r•. .. .. ;, . OREGONMitt 5_ m A ilis =+.11 a 3000 PSI • • r.. • e • o s �� - 4 .a •+. O� �) b • • • COMPRESSIVE STRENGTH / ... .1. �� '<f)-1 2 Zp ��(� - ,ISI CONC. THRUST BLOCK + T J r - I� _ ...I�•.I� AGAINST UNDISTURBED 4 -'" ` 4. ' N - : , , 11 ��1 Si t/_} rel I�11i1 Il EDWARD �- / o LATERAL PLUGGED CROSS TEE EARTH-BEARING AREA _•�•>� r • a _ !l ON BOTH SIDES OF PIPE 0707m7.7 (CONCRETE DIMENTIONS TIE RODS WHEN � '707m7.7�`21:411" 1,-----------1RENEWS: 12/31/2018 ARE MINIMUMS - SECTION REQUIRED, AS PER0 T E CONCRETE THRU$J BLOCK SCHEDULE REFER TO DRAWING NO. 560 MANUFACTURERS EOJ THESE ORAWM1NGS ARE THE PROPERTY OF HESE DTABLE 1 E CONSULTANTS INC. (WCl) AND F. FOR BEARING DATA) „ RECOMMENDATIONS PROFILE VIEW ARE NOT TO E REPRODUCED IN ANY (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 12 FITTING 90'BEND, TEE, OR 45' 22 1/2' 11 1/4' MIN 'W MANNER EXCEPT WO THE WRITTEN _ /� 0 �. BRANCH THRUST BLOCK PERMISSION OF WGA SIZE (INCHES) PLUGGED CROSS BEND BEND BEND � 1 f 4i \ TAPPED 2" .,: ,, A PIPE DIA BEARING AREA I F. we : PLUG, CAP I 1 (IN) (SF) y 4 01.9 01.3 --. --- • •,• 6 04.0 02.1 01.3 -- 1`��1�`l�,%►>k),All1� , 4 4. OR OTHER Tilion 4 1.3 �} pp UOO . . FITTINGS AS El 6 2.8 . ::, N 8 07.1 03.9 02.0 01.3 REQUIRED ,. 8 5.0 -- 12 16.0 08.8 04.5 02.3 - • . a. 1x 11.3 03 rem +��16 28.4 15.5 08.0 04.0 a 24 64.0 34.9 18.1 09.1 , A.CCOON+CRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK I- o JUL '.3) SIZE SHALL B£ PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY �, DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) CE i. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN , , , 3,0„ B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR W CS ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 1�1,.,r,. ��t� `�_��.V1�.y� TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM I COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING , ✓.!`Z%**•/ •I'I'f/.:�✓a ' IN 1`,/��`�>j`,�jO4 BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. Z �"' STESSES, USE THE FOLLOWING EQUATION �- - ; ✓l.� �•1•� C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. 1` 0 RETAINER GLAND ��4*J.q�� ` - DITCH LINE D. LINE-SIZE GATE VALVE (FLG X MJ . ct a 0 BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) OAS ��`�'4y, ) w - Z 2 -O _ 18 4'-0" E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. U - et f MIN. MIN. MAX. z L) J 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER GENERAL NOTES: 5 d - a 2 . STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 PLAN 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE5 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE Ln CO .2 QUANTITY BASED ON PIPE SIZE 5.4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. RETAINER GLAND(S) SADDLE WILL BE INSTALLED. a THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON a' 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. w r THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF o STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. a -I a 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. o ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR n_ W STRESSES STATED IN THE SPECIAL PROVISIONS. 1. END OF LINE BLOW OFFS N 0 STRESS(ES) 2. BLIND TEES PRIOR TO TAPPING. i CC 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. 1J -Li AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF' 3. BLIND CROSSES 'g, THRUST BLOCKS ARE IN SQUARE FEET. 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. z I ¢ [L 4. VERTICAL BENDS r- , NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT DATE: 61112012 5 tZ Tualatin Valley Water District �1=5,4► �: � `� APPR04ED ay: �°� '' TAPPING SADDLE DETAIL f:to [V CITY OF TIGARD NO SCALE CITY OFTIG TIGARD NO SCALE o � �r � APPROVED:MFK Z I OREGON THEODORE S. KYLE, P.E. OREGON THEODORE 5. KYLE, P.E. N ENGINEERING DIVISION STANDARD THRUST DWG. NO. •. }2NGLNE}?ALNC Dn'ISION pry ENGINEER DWG. NO. 1850 SW 170th Ave. Beaverton,OR 97006 8 SHEET +- ,' �'"�"�'� STRADDLE BLOCK t ) www.tvwd.org "ONE I n, �- PUBLIC WORKS ri[1BL1C WORKS DE�PAATMti,NT 503 642-1511 13125 S.W.HALL BLVD. BLOCK 560 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY 2011 _ TIGARD,OREGON 97223 JANUARY 2011 561 61 N FAX: (:3)60501 TIGARD VOICE(503)639-4171 (503)6394171 FAX (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATEE _ O Z ! ,:::,, b JOB NO. - F r 2312017 . N _ 4 9 ,L._., I._�_... . A ,sTHTC TYPICAL >I � ,- ,n f r DIMENSION WALL THICKNESS. NIL til r . .r'y. "1 - M Cr2 LL ..114 i.- . ;i/� I 18 MAXIMM. 111.1=.111 5Ig" I 1/2 t0 ti r 2!' , ` ..Y 1 (..) 1 618" MAXIMUM.--, [ sEEoit3 T,-.__.-._._ >• T I•+i �� .��.-� ` ` sE£ NOTE 3. •` L` ----------- / -..-_....--- �y Q 2X 036.00" BOLTED & GASKETED , -»► .►;' (PA q; CAST IRON COVER �-- ACCESS COVERS. RISERS & SLAB \. ' t 'r.'r�4'^57--' '' "1=410 1/ woli, 4.00' 00 11 1 2 T&G IMPRESSIONS AS REQUIRED. i I'.(4-',',1-_, w - 3i '�tl !., (48.001 / " e� r ...� FL•OATABLES WEIR.-1;•--,,,.„ r� , ,I• L. ..a:..w.,.- r \ FIELD POURED CONCRETE COLLAR 7' rA r� r ,•'ti r... A 8.00' - ro 10 1/2" AC OR CONCRETE PAVING REQUIRED, 6Y OTHERS. SEE NOTE 2 /,� . x { 1 1 ` Ifr�ra� A!!fa 1l"at !s�+!�a�' I .- - VENTED f10°� ! ' P ' VN,�. MOT k 1B0°41 11 OR OTHER SURFACING o 4;74 >fPRIMARY BYPASS - pi' .-�, 1*►�I `� �► F3 tl�� •` OUTLET HCCD. BETWEEN FLOW THRU 1 '!� , �•7- _i "Air Or'' \I aire . �I il !f? TUBES. II '' -- - •-- / / � i,� f:-; j I� - _..._ }. f! . - ter - / Z ��. 7:7.--•. ___:: /-'- Y✓ FLOW THRU TUBES---_--t..,...,_.-..,�_ .., `,.�- = 10 3 8" �/fr S�-/ INTO F747ER CHAMBER. INLET WEIR/BYPASS / / / / / .03 _�^ ��' l ` k.::_.,,,,,,) . .! ASSEMBiY. (:),._,,i // / ;� �` illiffilli "ir/- �� / r� �' ! /'` ,/ : , /,/,F/I ,�, 45 PAVED AREA ON PRIVATE PROPERTY LANDSCAPE AREA ONLY V.-T-. T ,wy 0... PERFORATED DRAIN-DOWN - I .;.-It'll.: 1. r / - ^ CID FEED-THREI t , ". . " - J L - �' 2X Row THRU •I 1 , AmI.Litr..av - flsw eF Nl1.. 7.-----------("-----,'..(,,. . if,•,,..,,riliksib' ' . TUBES R ASSEMB Y, I '-'7'"'•;/1' lraT ;III:--41,:,-'11:1'-'5-1:11 . y.I]ETAILA �t ", vr��.movr c A. *z U 00 ,d 4041. � /1. ---- INLET WEIR/B PAss ASSEMBLY L: . - RESURFACING TO MATCH EXISTING PAVING 4 TPF' SLAB-- � `. . X18" MAXIMUM. ORA1N-DOWN. ."!•'} r+ ti_-:: _ �" RISER T&G IMPRESSION, - SCALE: NONE U1 j� war • SEE NOTE 3. 1 I `r � SAWCUT SECTION. SAW CUT AT LOCATION OF JOINT � z1 AS REQUIRED. /l `� �•M .= (t1^1 ) ��, •, ' CONCRETE PAD REQUIRED EXIST. A.C. E-4 • UG�N �- `"'- �, ,V EXISTING Z CLASS 3000 CONCRETE IN PAVED AREAS ONLYcsa a' "= " - THREADED BODY & PLUG I _"S " SECTION RESURFACIN d �� 1q/=��1 2X 836.00' BOLTED & GASKETS}) ACCESS COVERS, �rPERK FILTER.- CARTRIDGE/STACKS. MIN f _ ! -- E-i O� I j fr RISE / / I I1a�i `�-� u: FIELD POURED CONCRETE COLLAR REQUIRED, 17 1/$" 9 ° o a o sr+, I './////111- 1 j i 1 I .__.._... 1 ail + (, ��1 BY OTHERS. SEE NOTE 2 - CARTRIDGE BYPASS PORT. o 2:78 p DABS SECTION. _. -= i5 - -- _„ CAST IRON FRAME 1 I -= _ eu ° '/ ' APPROVED Z u� BASE-- ! l �/ I C] l7, C7 1.11111111 1 3 I a , A/f VED V Wrn 451 B" MAXIMUM..---� cil + �:1;7:1 w SEE NOTE 3. ¢ "' PERK ILTER`" 4" 1 1/2"-O" CRUSHED I -� a° / NATIVE BACKFILL c..)*(:) (COMPACTED PER 1 caRTRlocEs. I iwl►F AGGREGATE BACKFILL ID a ° / / GEOTECH REPORT) P14 COMPACTED PER �� w�- SEE DETAIL A a / �� \ 111M1111111111111111131 TENTED OUTLET r ` CONCRETE FALSE FLOOR / HOOP. ` i I I <014, INLET WEIR/BYPASS-...------- ,, • A5 AXIMFY. --11 = GEOTECH REPORT) o ---OUTLET CHAMBER. l' � . t� I I --- �' / I LI ti ic:::) 618" MAXIMFIM.---• ` ! --� f� , C �, f✓ ..., if SEE NOTE 3. , i MINIMUM CHART H '" CONCRETE DIVIDER WALLS . t S'1• - n n _12.1_// 1 = , _ F-- ill. 1[ & NOTE B. 3 E a s n I !! INLET WEER/BYPASS ASSEMBLY. L • Imo .- ;»,- 1 c ' ' ' F p A I 1 p - INLET CHAMBER. MINIMUM DEPTH [ ppJ. . . _ r-. a l ° 7/7,____- _-___. --- NOTE i uo 7s g __.. ... �� --�__ 45' BEND n a iI ( I w r - RIM TO OUTLET INVERT } i •a+: - tt '= i t' 1 - I- CARTRIDGE STACK CONFIGURATION TREATED OUTLETS' 018" MAXIMUM, ( ' 1 l --- I --•••-••- m VERIFY ALL „1/4.---- CARTRIDGE DRAIN-DOWN DEVICE.- - SEE NOTE 3. - I I l' p a6°. 4, //T Et REQUIREMENTS W/ 17." 18" 12"+12' 12"+18" SEE NOTE 4. ' CONCRETE FALSE BOOR. �'� :��, ' 4.25 5,00' 5.9z' ss7' • .; ` I a °` JURISDICTION SECTION A-A ° ill-1= 1V= ti{a1.00'1 16a.aa"1 171.oD"I Iso.oa' 4" CONCRETE co r, , o'' PRIOR TO START OFoe �,_' PIPE ZONE a q ECONSTRUCTION J Notes: - 1 I I - I' ii •o� l l+:v - I I - f 4'VAULT �' i �)cV a Q o [ 1. Precast concrete structure shall be manufactured in accordance with ASTM Designation C857 and C858. TREATMENT FLOW RATES,TOTAL FLOW CAPACITIES&MAXIMUM HEAD LOSS e111 THREADED BODY & PLUG BEDDING n n' u �� 4 oA I I 777 ,I t- - A ` CARTRIDGE STACK CONFIGURATION p r t - a , L CD 2. Filter system shall be supplied with traffic rated(H20)bolted &gasketed 036" circular access covers with risers as CARTRIDGE DIMENSION 12' 1s' FILTER FOR PARCEL j® 1 =- 111E---11 . I I I I' required. Shallow applications may require configurations with(H2O)bolted &gasketed square/rectangular access STACK -LENGTH- TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW - � ��x � �� U � +1 �� 1-1---77: 111 --- -- I QUANTITY FLOW RATE CAPACITY FLOW RATE CAPACITY - i � = o,w ' ei I I = 3//4�-d PIPE BEDDING CL hatches. Field poured concrete collars required,by others. (ID-FEET) (WPMICFs1 (CFS) (GPMICFSI ICES) A III -- I 1 I -- III AND PIPE ZONE MATERIAL 3 7 361 0.08 2.9 541 0.12 4-3 TREATh1ENT FLOW - 0.080 CFS ��.'io:' ' ' '4 .-r- • 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 eee 0.83 CFS so 5 9 60/0.13 2.9 9010.20 4.4 =!.� .• ',e :a: - AVERAGE RIM ELEVATION i 134.2 6 11 72/0.16 3.0 108!0.24 4.5 ( PRIVATE TRENCH BACKFILL DETAIL 4. Inlet chamber shall be supplied with a drain down device designed to remove standing water between storm events. - J 124.3 BEDDING 7 11 8410.19 3.0 12510-28 4.5 12 IE OUT N x 8" IE IN (SW) - 125.3 CLEANOUT 5, For depths less than specified minimums contact Oldcastle®Stormwater Solutions for engineering assistance. MAXIMUM HEAD LOSS 1 7 FEET 2.3 FEET $" IN (SE) .. 128.7 NOT TO SCALE I (NE) 128.9 - NOTES: Z Perk Filter TM oldcastle° Perk Filter T 1. ALL CLEANOUT MATERIAL TO BE SAME AS CARRIER PIPE. -::':''. 4 \s J 0t�ldast � I S I LECI V) ..::, ....,,,A ,!' Stormwater Solutions Stormwater Solutions '.'s.:.4 ® 64 4' Wide Concrete Vault 7921 Spud:perk Plaza,Suite 20C I Liltielcn,CO -.\A A A 4' Wide Concrete Vault 7921 Southpark Plaza.Sults 2001 Littleton.COI 80120 I Ph:800.57988191 oldcastlestomaweter.can O a �;' �_ THIS DOMANIIS THE PROPERTY OE OTOCASIVE PRECAST,INC IT ISSs lITTFD FORA-HERENCE PURPOSES ONLY AND SHAI L NOT RE �' THIS DOCUMENTS TRE-ROPERTY OF OFDCASTLE PRECAST INC TT ISSLEMTTE0 FOR REFEREMC PURPOSES GATT ANC CHAU NOT RE TYPICAL CLEANOUT DETAIL �- "�--'_' V'SED F'ANY WAY 1NYURICUS TO THE INTERESTS OF SAID COMPANY.CGPY:ZIG34TS20S0 L{G!'dSTLE PRECAST.N'C.4!.L RIGHTS RESERVED ~- ` Cartridges ,,} / } USEC IN ANY WAY TOLRlOOS TO THE INTERESTS OF SND COWART.COPYRIGHTCXNO ULDGISTLE PRECAST.NS ALL RICRIMRESEHVECI Media Three to Seven Cartridges/Stacks �PPFGV 4-OOQ1 REE Eco ECO-0122 JPR 7 e Media Three to Seven lJa LriU es/ Stacks CP;_G ETU. REv SCD EC01;0;37 �rE `� Fikrailoh JPi2 10/3/14 /08 SHEET 1 RF 2 FBirati°n g PF-V-4-0001 E JPR 10/3/!4 JPR 7/8/08 SHEET z of z, NOT TO SCALE QCI "' (i) NYLOPLAST DRAIN BASIN WITH REMOVABLE DEBRIS TRAP NYLOPLAST DRAIN BASIN WITH DOME GRATE Oa)INTEGRATED DUCTILE IRON FRAME&GRATE TO (1,2) INTEGRATED DUCTILE IRON S .28 MATCH BASIN O.D, GRATE TO MATCH BASIN 0.D. .61 ` ' • %2 :I � � -_4i I ('..." -- L*A111 ka.1.1 1.1 1 h.-.-------="4,k," Al 111\\\111 \\, "All I PERCENTAGE OF REMOVABLE DEBRIS TRAP OPEN AREA VS OUTLET PIPE OPEN AREA PIPE SIZE PART#TBD D PROF -4, MINIMUM PIPE BURIAL FSAN 4"-12"ADAPTERS 4" 537% AVAILABLE C-D ®WATERTIGHT JOINT I 6" 251% (II__-::::) �C tiN E,-. 2y (CORRUGATED HDPE SHOWN) ° MANUFACTURER I 05) 360°ACCORDING TO PIANS ��' GINE D� 8' 141 /D (3) VARIABLE INVERT HEIGHTS 82981P E 10" 90°/D RECOMMENDATION STORM FLOW AVAILABLE(ACCORDING TO (MIN. MANUFACTURING ' -1e---14‘ • .�`,�'' 12' 61% PLANS/TAKE OFF) REQ.SAME AS MIN. SUMP) •�.• OREGON `` VW4 '■:BMII SOI IFJ'.,., sG ./ �! ..r. hI1;!:; , WAR 12, /PIPE SIZE A B C p :`'�. D � fizi r' r1!J 4" 7.51 28.24 1200 � l,• ...a. �� :.r�i' ► \' RENEWS: 1231/2018 ' \ 6 9,25 26.50 12,00 r` ,�� .14 MAX �� \ � ,�/ THESE DRAWINGS ARE THE PROPERTY OF S \� 8 11.29 28.46 16.00 ,J * � ` WESTLAKE CONSULTANTS INC (WCI) AND 11110111 ti , / 3 VARIABLE SUMP DEPTH ARE NOT TO HE REPRODUCED IN ANY STORM FLOW ---� s.+� . 1� 13.21 30.54 20.00 ,//I • . ...ri�.....��:. _ ( ) ',-- it ti •� , „ "" I ''� O'� .� ACCORDING TO PLANS PERMISSIMANNER ON OF WCI THE WRITTEN Imp :/�+ Q� 12 15,05 32.70 24.00 rt %�� 6"MIN. ON 8"-24" 10"MIN. ON 30N I ! `//•'` �. phi ` '4-ii i.,;-; +tib. ■ x N. WATER LEVEL AFTER ��' �il STORM FLOW --► �ive 1 (4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS ��` ... 4"MIN ON 8"-24" ► BASED ON MANUFACTURING REQ.) w tir 0,1 o �t INVERT AVAILABLE: 4"-30"FOR CORRUGATED HDPE 'i��/� N m 2m STORM EVENT :*',V lit, '�i�/ r fi MIN ON 30 v d� Ni-� (ADS N-121HANCOR DUAL WALL,ADS/HANCOR bu` '`,711.V44 - TRAPPED OIL& - SINGLE WALL), N-12 HP, PVC SEWER(EX:SDR 35), /`x` c a} iii '.. m Li.. FLOATING DEBRIS ;r� ;� �__ PVC DWV(EX: SCH 40), PVC C900/C905, ��`/`/� m om B R_ VARIOUS TYPES OF INLET&OUTLET ADAPTERS CORRUGATED&RIBBED PVC /A- -.-a• _ a ��/// . � •N AVAILABLE: 4"- 12"FOR CORRUGATED HDPE :1:/� pv,‹-� k C MIN A. .;�/�-/AA, A�44: NP REMOVABLE,NiSUMP S��`. (ADS N 121HANCOR DUAL WALL,ADSIHANCOR SINGLE WATERTIGHT JOINT i`,�`r`/. .�� THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER DEBRIS TRAP .. 'fjC! WALL), PVC SEWER(EX: SDR 35), PVC DWV(EX: SCH 40), (CORRUGATED HDPE SHOWN) �'�� GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, M / I �!-�i7. x- PVC C900, CORRUGATED AND RIBBED PVC 8"-30" •.-- CLASS Il,OR CLASS Ill MATERIAL AS DEFINED IN ASTM 02321. n-' O -Y� lsr�: , BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE N /� � Mk PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. oz SAND&SILT •�//i 1= 0 �•, , THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER . ..... _ /.�t� AA W a Z /� II GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I! EL CC ` �`N4 `44- MATERIAL AS DEFINED IN ASTM D2321. BEDDING&BACKFILL FOR c.� CI %��J. �r0- a- - a /vim // SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED z w d ' y/�� UNIFORMLY IN ACCORDANCE WITH ASTM D2321. a ryDry� - 24" m W o �"�' 1 - 8"-30"DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. _1 b 0- REMOVABLE DEBRIS TRAP AVAILABLE WITH ALL 24"STRUCTURE OPTIONS 2 - 8"&10"DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE id d c (CUSTOM BASIN,ROAD&HIGHWAY,HERRINGBONE&CURB INLET) " OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045, . re J THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ,1JC MATERIAL 3130 VERONA AVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 3 ®- FRAMES,GRATES,HOODS,&BASE PLATES SHALL BE DUCTILE IRON PER 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN a_ 0Li NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA 30518 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA 30518 o ASTM A536 GRADE 70-50-05 DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84"DUE TO SHIPPING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1-14-09 PHN(770)932.2443 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-25.10 PHN(770)932-2443 q 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS " RESTRICTIONS. SEE DRAWING NO.7001.110-065. I CK vTRANSFER,OR LICENSE THE USE OF THE DESIGN OR Nylo last FAX(770)932-2490 TRANSFER,OR LICENSE THE USE OF THE DESIGN OR Nyloplas t FAX(770)932-2490 1` L4J RISERS ARE NEEDED FOR BASINS OVER 84"DUE TO SHIPPING RESTRICTIONS I 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO 0 o I Q c TECHNICAL INFORMATION SHOWN HEREIN APPD BY JJC PROJECT NO./NAME www.nyloplast-us.com TECHNICAL INFORMATION SHOWN HEREIN www<rtyloplast•us<com Z I c, SEE DRAWING NO.7001.110-065 REPRODUCTION OF THIS PRINT OR ANY INFORMATION ASTM D3212 FOR CORRUGATED HDPE(ADS N-12/HANCOR DUAL WALL), REVISED BY NMH PROJECT N0./NAME O 11 uTITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION ®- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO N•12 HP,&PVC SEWER(4"-24°)< TITLE o Lo CONTAINED HEREIN,OR MANUFACTURE OF ANY DRAIN BASIN WITH REMOVABLE DEBRIS CONTAINED HEREIN,OR MANUFACTURE OF ANY DRAIN BASIN WITH DOME GRATE j N ASTM D3212 FOR CORRUGATED HDPE(ADS N12iHANCOR DUAL WALL)& ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS DATE 1-14-09 5 • ADAPTERS CAN 8E MOUNTED ON ANY ANGLE 0°TO 360°. TO DETERMINE DATE 03-11-16 PVC SEWER TRAP QUICK SPEC INSTALLATION DETAIL MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001 110 012. ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL L,.1 F O IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN ix Z DWG SIZE A SCALE 1:30 SHEET 1 OF 1 DWG NO. 7004.110.089 REV A fi 8" 30"DOME GRATES HAVE NO LOAD RATING. DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110497 REV D - - N _ PERMISSION FROM NYLOPLAST. 02007 NYLOPLAST PERMISSION FROM NYLOPLAST. ©2013 NYLCFLAST SHEET "' N N C502 1 0 .. , c JOB NO. 2312-017 $ o c4 NI` 0-1 go Z it TWO RAIL HANDRAIL * H variesoco 34" min. 42" min. Along walks ill } Along stairs } - - 10 10' 38" max. 54 max. without stairs ( o max. max. v I Var. - 6" min. I . T1 1 to 18" max. 1` Top rail i `I i Bot€om rail- - - - - I Splice - - - - "�I 11 Bolt down option • Finish Var. (See plans)-� Linepost 44rm-11:17 grade �� Flrade *Ir' I End post Finish grade I Line post � I r ii 7 }A il (' `%7i Yi%ii " . ' . e\I2 5,,,;f w s y i� I� p Q Sys? \'i,,,, e' I-.'.-•• / '•,I •,' w''.t - Bolt down option Z' �� • E- Direction of traffic ..... -•e: • • '�- w \l when handrail is placed ,,, a- ' N. ;_ in the clear zone. • Cn a 'a', . • .•� 1 n Concrete post foundation �; . ' 1 y, H WP z 1:40.Z o`�•. . ,`�• / yI . �`. 15" square or 15"dia. round (linin.) ``. %` p„ 0 NI !i♦�i`:.a .w�)�ii T _.1 . N.,:, \�a .�'. a0„\ Irl V] (Typ•) *. �\ Z Cg f'\I ,,,,, ,,, j1jit% 1 '`.i♦`i``?'S5t.♦ ``Ti°�i`\tom%°G`\%i'�'4`% O Wo O W ) C SIDE VIEW SIDE VIEW E FRONT VIEW 0 4 u�A p (ON GRADE) (ON STRUCTURE) nt .. x,24 n (See general note 4) 0 C W a-1-1E THREE RAIL HANDRAIL * H varies 34" min. l 42" rein. l Along walks r 38" max. Along stairs 54" max. ! without stairs F 10 10 -{ I max. max. I I l I--- Var. - 6" min. I I 1 to 18" max. I Top rail - - _ _ - r+-4-- - - - - - - - 4 - =Im - Y---- -�Middle rail .01 Splice _ _ _ _ _ Bolt down option : I I �-1'-� I Var. (See plans) ---' I; = xlm Bottom rail L.J..... min. Finish I grade Finish - - - - - � { - - - - - - (if.ii?: grade SIM, 1�End post Finish grade Line post Line post+ :_ t f yat• ♦�f�"i��,♦: e ir IVIS e :e. . e S\o" �,2� �` I ' I 0.- Direction of traffic off' •• ' Bolt down option �'• ,,.,. when handrail is placed \, . / in the clear zone. , •.. . • . • 'ya' "' Concrete post foundation ♦,, y♦ I3. I :•e �. 15" square or 15" dia. round (Min.) ° `�%•; ice% ♦'�� vi 'I l ,` . ,. ,.;, (Typ.) ,`zAo •. '.• a•. i / i CALC.BOOK NO. N/A _- _ __ BASELINE REPORT D.A'fE 23JAN-201 7 _ _ _ __. - N'>:'��•'v�``:i' R .C�♦\f`,,`'" NOTE. Alle current and regon S a lard workmanship Specificationsbein accordance with Z SIDE VIEW SIDE VIEWIN FRONT VIEW (ON GRADE) The selection and use of this (ON STRUCTURE) OREGON STANDARD DRAWINGS I W� J (See general note 4) GENERAL NOTES FOR ALL DETAILS: Standard Drawing, while de L._L.! signed in accordance with Q 1. Handrail details are based on United States Access Board Standards. generally accepted engineer- PEDESTRIAN HANDRAIL II- 2. See Std. Drg. RD771 for details not shown. ing principles and practices, Q IV.I X p 3. Hot-dip galvanize all metal parts after fabrication. is the sole responsibility of �I 4. Structure varies, see plans. the user and should not be 2015 O 5. Handrail height (H) shall be constant within a run. used without consulting a oDAT I REVISED REVISION DESCRIPTION P 6. All concrete shall be commercial grade concrete. Registered Professional En- C3 7. See Std. Drg. RD120 for concrete stairway. gineer. Cr) Effective Date: June 1 , 2017 - November 30, 201 7 RD770 Q , 1/a"dia. hole '/z"dia. hole thru bottom of topthru bottom of top T rail on post rail on post j G N YP r I I I 1 I _ -_-- -_ f 1c ---rr---- `4 _1 I x} I - - Q I \--Top rail - �I I r \ MATERIAL TABLES I I I Top rail I I I i 11 <typ. \ 1/21 dia. drain hole STEEL PIPE ROUND Typ s/.6„ V (TYp,) POST&RAIL MEMBERS SPLICE BAR ��• $ PROF�`�,s�� Typ " v I NOM. DIA. SCH. O.D. I.D. O•D. t� �GtiNEF 2 e/1° •11 - - <TYP1 /4" 40 I 1.660" 1.380'1 1,/<"IJ • q '/2"dia. holes Middle or I 1 G thru post bottom rail „ 10 1.900" 1.682" / X29 , PE I I /2 1/2 4-I !O �Ur 40 1.900' I 1.610" • OREGON '/z"dia. holes I I Middle or _ - <� -<I>-12,2-13° r �oO �G� thru post bottom rail - - . ? - - / 2 1/ -f - V i 4: - - ii, i I'' ;; _i-� SQUARE STRUCTURAL STEEL TUBING SQUARE STT ED \J° 0 __, ,__.I I _T 1ry' dia. drain hole I I` POST&RAIL MEMBERS SPLICE BAR WAR l l ( Y11) 1 1 I 1 0 1 I '/z"dia. drain hole I 1 I It Kryp. Outside Dimensions j Wall Thickness Outside Dimensions RENEWS: 12/31/2018 I q '/2"dia. holes I 1 i CrYP•) i i G '/e" 1"x 1 " c thru bottom of rails 11/2"X 11/2' " �`� THESE DRAWINGS ARE THE PROPERTY OF E d� i I 3/16" 3/'x 9/4E WESTLAKE CONSULTANTS INC. (WCI) AND r. 2" 2 - �� ARE NOT TO BE REPRODUCED IN ANY R 1 -,_______-r.1 MANNER EXCEPT WITH THE WRI1lEN ti N Q. '/2"dia. holes I I PERMISSION OF WCI -a thru bottom of rails 2" I . 2"--i N. LU 4P- TCO N,WELD DETAILS WELD DETAILS °7 TCO FOR STEEL TUBING FOR STEEL PIPE • 1- m L .. Th -) am Q GENERAL NOTES FOR ALL DETAILS: k H- b '"' 1. Handrail details are based on United States Access Board Standards. Q _ v 2. Select materials from tables. Posts and rails shall be identical material. Ct N --••- 1'/2" t" - 3"- "H 1'/z' --- 5 Structural steel tubingshall conform to ASTM specification A500, grade B. /s"dia. drain bole Handrail post p Lta 6 - I through anchor plate 3. Posts shall be vertical.The top rail shall be continuous over a minimum of two posts. 0_- 4. On structure,the railing shall conform to the vertical alignment of the structure. Z 1/2" anchor bolt with Rails shall have a splice in the post space occurring at expansion joints, p C0 3` 3 std.washer&self Z y 1".. �1"f i ,/2 "' _ locking nut 5. On grade, rails shall have splices at intervals not to exceed 100'. lam,_, d_ w 4-0 F1 .� (Typ.) 6. Hot-dip galvanize all metal parts after fabrication. a_ - '/4° %--.0 `�� = 7. See Std Drg. RD770 for details not shown. z VUj Q Handrail yy Ct ;; - J post I T ilL. 3,_ } 8.See Std Org. RD120 for concrete stairway. 9 o - z - . VIIHMIe7VIVIIIIIIIVII Vilna= 1.�,aSQw: �.�.�', 4, •4• �.A4Skt. - _ CO G T e .• - w a n : w .• • l CO' O gam♦�. 444404% �. 4 " "�� :el 0.111111111k, - 07 . s 3 7 CALC.BOOR ND. _ RD 12 O 1 BASELINE REPORT DATE' 13-JAN-2014 _i T .. riii,'.Srii irk 3/,6` �� I .• I- �. ,. a tll o .110.. " _ IIlfOJ\lt 5 Tj1 . ' '•w ' w ` •••.i. i• • E NOTE: All material and workmanship shall be in accordance with I �� %J y' ^.• . I .• - . the current Oregon Standard Specifications CC CC w iD, Splice bar N a /t" le20 x /z` (Grind all edges prior :'. : Concrete structure.'': OREGON STANDARD DRAWINGS N stainless steel to galvanizing to assure i " 1. +� The selection and use of this ta machine screws1 et v proper fit.) V Standard Drawing, while designed t` W Ye"dia. hole T__11/2"min. Use resin bonding system in accordance with generally Z Ui I- p, from ODOT's QPL(Typ.) PEDESTRIAN HANDRAIL DETAILS o a CL accepted engineering principles 67 andpractices, is the sole res on- Vl N PLAN VIEW SIDE VIEW � 5 0 sibility of the user and should not 2015 La d -.1 be used without consulting a DATEREVISION DESCRIPTION Z N c\rSPLICE DETAIL ANCHOR PLATE FOR BOLT DOWN OPTION Registered Professional Engineer. - SHEET c5o3 Effective Date: June 1 , 2017 - November 30, 201 7 RD771 O I JOB NO. Q 2312- 017 $ 0 Z 1I 1200-CN EROSION AND SEDIMENT CONTROLPLANSev'.. a too o DEVELOPER SW ASFORD O DURHAM SQUARE • MISSION HOMES NW, LLC PO BOX 1689 . 2 Q z LAKE OSWEGO, OR 97035 Z T PHONE: (503) 781-1814 ~" W SW SEVILLE RD FAX: (503) 570-8828 L---I „c4 a SW BOND ST CONTACT: KURT DALBEY0,GA9D 0REGoN w ›: Skil DURHAM RD L._ WA", INGTON CT PLANNING / ENGINEERING / -. z rti i g SURVEYING FIRM r . z •LI z w SITEANNII. o A d w � tee-{ WESTLAKE CONSULTANTS, INC. SCOPE OF ESCP PERMIT C/D � H0 cb SS �� PACIFIC S.W. SEQUOIA PARKWAY, w � � o� STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES: . PARCEL 1 IMPROVEMENTS w �e <to a SUITE 150 TIGARD, OREGON 97224 • PARCEL 2 IMPROVEMENTS p W ��o �5�� ° SW ROSEWOOD •PHONE: (503) 684-0652 1. All permit registrants must implement the SSCP. Failure to implement any of the control measures or practices described in the ESCP PUBLIC FACILITY IMPROVEMENTS U W • ��Nie: w r FAX: (503) 624-0157 is a violation of the permit. c FRONTAGE IMPROVEMENT ��A a CONTACT: KEN SANDBLAST, AICP 2. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. During the construction period, o SANITARY SEWER IMPROVEMENTwelsh Z �,c 'SC" Q BRETT MUSICK, PE upgrade these measures as needed to comply with all applicable local, state, and federal erosion and sediment control regulations. % W awl~ ' 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 co 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. /� EXISTING SITE CONDITIONS 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation including important trees and �� ` associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site and sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. BMP MATRIX FOR CONSTRUCTION PHASES I I 0 * 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 after REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF VICINITY �� GRAVEL ACCESS ROAD. THE SITE IS GENERALLY GRADED TO grading or construction. Identify the type of vegetative seed mix used. NOT TO SCALE THE NORTHWEST TOWARDS FANNO CREEK. 7. Erosion and sediment control measures including perimeter sediment control must be in place before vegetation is disturbed and must AVAILABLE BMP'S. n/ remain in place and be maintained, repaired, and promptly implemented fallowing procedures established for the duration of n r DEVELOPED CONDITIONS 'E .'•- . - • .. • - �o• •r'• •:• •, ••- •-• •T 'I ! ,•-- ± p •• -• r• . A 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 315T) * INDUSTRIAL LOTS or lea -pr.of ont•iner Ha die we water as ast-, c.ncr-te •ischarge to at- s o th- state i pr.hib'ted. - Q 'pply temporary and or permanen sol stabilization measures Immedia ely on a I disturbed areas as grading progresses and or all EROSION PREVENTION NATURE OF CONSTRUCTION ACTIVITY AND roadways including gravel roadways. PRESERVE NATURAL VEGETATION **X X X X X X DESTIMATED TIME TABLE 10. Establish material and waste storage areas, and other non-stormwater controls. GROUNDCOVER X Xa 2016: 11. Prevent tracking of sediment onto public or private roads using BMPs such as: groveled (or paved) exits and parking areas, gravel all HYDRAULIC APPLICATIONS s� ^kms * 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 1- a �� . °SRH y� % * 12. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. MATTING _ X X X X X 0 W �� j MASS GRADING (COMPLETE) W rw.. „0,0 2017: 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, and DUST CONTROL X X X X X _ X z 1 T * 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 (I) If „• * UTILITIES SEPTEMBER OCTOBER other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction operations. BUFFER ZONE(SEPTEMBER/OCTOBER)) 14. Implement the following BMPs when applicable: written spill prevention and response procedures, employee training on spill prevention V ! r * FINAL STABILIZATION (OCTOBER/NOVEMBER) OTr�ER: w and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule far vehicles and machinery, material delivery SEDIMENT CONTROL �, TOTAL SITE AREA and storage controls, training and signage, and covered storage areas for waste and supplies. ** 0 SEDIMENT FENCE(PERIMETER) X - X X X X X 0 15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. SEDIMENT FENCE(INTERIOR) X X X X X X p t 1 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 ----- �s PARCEL 2 = 34212 SF = 0.79 ACRES releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. STRAWWATfLES X X X X X :5 < z • • � J f 17. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant FILTER BERM cy C� (> T� .16% o '7 %'= removal is employed, submit an operation and maintenance g (includingsystem schematic, location of system, location of inlet INLET X X X X X X I �� TOTAL DISTURBED AREAP plan YY DEWATERING 0 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. i ' SEDIMENT TRAP Cit%-. D 01 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 NATURAL BUFFER ENCROACHMENT *X *XX *X *X *X 01 • ./ • OFFSITE = 6000 SF 0.14 ACRES specifications. OTHER: 18, At the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be implemented to prevent discharges 1 ..... !. � TOTAL - 77406 SF = 1 .78 ACRES to surface waters or conveyance systems leading to surface waters. RUN OFF CONTROL1 �. .. �, 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 OMP OUTLET PROTECTION 11/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: ii 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. HAZVVASTEMGMT X • X X X X X0 FANNO CREEK 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and material 5PILLKITON-SITE X X X X X X LOCATION MAP pickup must be used to cleanup released sediments. SCALE: ,".,200 25. Provide permanent erosion control measures on all exposed areas. Do not remove temporary sediment control practices until CONCRETEwASHOUTAREA X X X X X X PERMITTEES SITE INSPECTOR 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 PROc waste, including sediment retained by temporary BMPs. �`�`� `sSi PHONE: (TBD) CONTACT: (TBD) --1 -.1 26. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed in the �� F,p ti� mix must be identified on the plans. 82981GINE o PE E-MAIL: (TBD) 27. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a sediment control BMP i.e. (filter bag). DESCRIPTION OF EXPERIENCE: OREGON 28. All exposed soils must be covered during the wet weather period, October 01 - May 31. 0 �� 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 RATIONALE STATEMENT �F�T'11 Y 12,2.0 �� the 50-foot zone for the duration of the permit coverage, or maintain less than the entire existing natural buffer and provide EDWARO 4.- J. �1O GENERALLY LOCATED TO THE SOUTH OF SW DURHAM RD AND additional erosion and sediment control BMPs. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON ! SW 74TH AVE. RENEWS: 12/31/2018 INSPECTION FREQUENCY DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT LATITUDE: 45'24'10", LONGITUDE: -122'45'16" CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE THESE DRANINGS ARE THE PROPERTY OF o - DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR WESTLAKE CONSULTANTS INC. (WCI) AND SITE CONDITION MINIMUM FREQUENCY ARE NOT TO THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC MANNER EXCEPT OREPRODUCED iANYN Y19THTHE WRITTEN �! J 1. ACTIVE PERIOD WEEKLY WHEN STORMWATER RUNOFF, CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS. AS THE PROJECT PERMISSION Ofi WCI PROPERTY DESCRIPTION: IN CUDI RUNOFF FROM SNOWMELT, IS PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. a Y w} F-:- TAX MAP 2S113BA, TAX LOT 100 0 AT LEAST ONCE EVERY MONTH, INITIAL . . REGARDLESS OF WHETHER STORMWATER w.. ,, RUNOFF IS OCCURRING. < . Qi= } ATTENTION EXCAVATORS: 2. PRIOR TO THE SITE ONCE TO ENSURE THAT EROSION AND BECOMING INACTIVE OR IN SEDIMENT CONTROL MEASURES ARE IN 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. COPIES OF THESE RULES FROM THE CENTER BY CALLING 3. INACTIVE PERIODS ONCE EVERY MONTH. SHEET INDEX i- O 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU GREATER THAN FOURTEENLLiz N MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST (14) CONSECUTIVE 1 o O TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL CALENDAR DAYS. NAME. N 0• CITY OF TIGARD � ro 503-246-6699. 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST OCCUR a CC 8 THE SITE IS INACCESSIBLE DAILY AT A RELEVANT AND ACCESSIBLE 1200-CN COVER SHEET C200 LAND USE CASE FILE Q U co `� DUE TO INCLEMENT DISCHARGE POINT OR DOWNSTREAM w w oWEATHER. LOCATION. SDR2016-00011 a.m m 0 I o THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS 5. PERIODS DURING WHICH MONTHLY. RESUME MONITORING UPON EXISTING CONDITIONS, DEMOLITION, AND EROSION CONTROL PLAN C201 o co OF THE 1200 CN PERMIT. THIS ESCP AND GENERAL DISCHARGE IS UNLIKELY DUE MELT, OR WHEN WEATHER CONDITIONS ,,, c� 2 CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE TO FROZEN CONDITIONS. MAKE DISCHARGES LIKELY. GRADING AND EROSION CONTROL PLAN 0202 CITY OF TIGARD in z Ln o N a COMPLIANCE WITH THE 1200 CN PERMIT REQUIREMENTS. IN *HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION u� c�a CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMITSITE WORK PERMIT I REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION EROSION CONTROL DETAILS C203 N o AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. T s J SIT2016-00020o 2 ' Q cnc *ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ FINAL GRADING AND EROSION CONTROL PLAN C204 A Z e - o L- 1200-CN PERMIT REQUIREMENTS. L-,--)- " - N N IJJ o *INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S z m N 1200-CN PERMIT REQUIREMENTS. �, SHEET *RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND 2 (a MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL Z z MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN w 0 0, (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE A CONSTRUCTION SITE OR AT ANOTHER LOCATION. JOB NO. rx 232 .017 00 E2 b 0 GRADING EROSION AND SEDIMENT CONSTRUCTION NOTES: I 40' 0 20' 40' 80' 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE / w 6%1. 1.11( IMMIIMI FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: i c A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR .\ j APPROPRIATE SEED MIX. / \ Z SCALE: 1 INCH = 40 FEET �� w B. DWARF GRASS MIX (MIN, 100 LB./AC.) �"� 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) \ W rn rn 2. CREEPING RED FESCUE (20% BY WEIGHT) / ` \\ Ix� C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) - 1. ANNUAL RYEGRASS (40% BY WEIGHT) / / ti * \ w ,` ��. �` 2. TURF-TYPE FESCUE (60% BY WEIGHT) i:::‘,fr: IWj w �` ti`-' �'• ��/ \ 0\4' I�MIN 1' HIC;H PERM EXISTING GRADEI �w v `��`.�• �`1�`� .L,`��.`' © P\ O �t HNorEs: 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED i� 1 \`�� \��"\ R/�I \ ��3' BY 3' MIN AT � \.w,., �f;`.► \ �Qoa1. WASHOUT FACILITIES SHALL BE BOTTOM OF BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE l fti �' w `' `�\` ,`-'- `�v1� ��iJ �1 MAINTAINED TO PROVIDE ADEQUATE i WASHOUT TO i' w w /w \ W /�(a-OI E LEAS =,. '� \ p#,,,,, L'} R+ 1-111111I� ILII II>Il �lllp_-IIROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. j �� , av 0,0 HOLDING CAPACITY WITH A MINIMUM Dr r CONTAIN I I 4 -.4.).....,/...... _s 1 /j FREEBOARD OF 12 INCHES. A ' � - ' CONCRETE 4 y/ / / j \ k� -� ,,�.~ ��` \ti, y` *�►�� "j yZy ',`•y., pa,cn w m w w ' t �� . �`'1 d •Q'i III 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT 1 / :"/ _- . 1, , \•- .,1 �iNNIv.• 2. WASHOUT FACILITIES MUST BE _ r ,- �,�"4044 \ \ Q w 010 CLEANED, OR NEW FACILITIES MUST ATTR 118.411.1„ •, VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. �` i \ , !►•p••� -�,,, \. w `n BE CONSTRUCTED AND READY FOR ' -•--� ;: • USE ONCE THE WASHOUT IS 75% ',�� =1(I��,ter_..s�' ' �.-� �..�--�f � / � / �}� � *WON -` �] Ai nl-= " • ;1;i1:011 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH '+�6+� �� z �'-" FULL- ill h�4>t s hi .. \� �t �.�e�•��1�•.' •��r �V \ o �. �'►c3 ,IE ,-Z = , . PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. / •..'{"- / if b. F ►''+ti*�•+m ', 3. IF THE WASHOUT #5 NEARING ° r e.' •� ;k ' ` I i r 1. AO 4�ate. \ \--\ �� w Pr�E+ CAPACITY, VACUUM AND DISPOSE _ a,+.4 t v ' A .j : +f�44404 `i y OF THE WASTE MATERIAL IN AN I�I0.-. iS 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED INA STABLE LOCATION AND CONFIGURATION. ' f y w w / � I a '�. '♦ APPROVED MANNER. I IIir DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR If \ + y y/ .j / '� / '" ++.� +.+,+ `' `' . �\ ' 4. TEMPORARY CONCRETE WASHOUT it.1.. _. .. . __._VIII STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. TRACT A „, w ,�/ ,( ‘i ,, 11444.... ., , .+ - -: ~� :�, -x = - r r+* �a •-'- p HAZARDOUS WASTE, FACILITIES SHALL BE LOCATED A i i'gII =... 1 !�I1Il'aI Igill = / r + +`, - ..- . MINIMUM OF 50 FT FROM SENSITIVE i i 0 ,w 'y /!Id f t \, ,#+ . + ++.:--7.----: �.. \ \ SOLID WASTE, AREAS INCLUDING OPEN DRAINAGE 9' BY 9' MIN TO 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING �( w �W / l f ► �+ + , , ,/�'"'.++'� + ,, FUEL STORAGE, \ Li FACILITIES AND WATERSOURSES, CONTAIN CONCRETE AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, ,�' w �•' ///r„ ._ -- .4, , '® ' ' „ '�` ++o '+++,+` ' ++ �\ v' AND FUELING AREA / OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION ''f /,/ �;� 1� �'+' ' ' '+ ++: '`Q NN 5. CONCRETE WASHOUT FACILITIES PLAN ',, w w w z , SHALL BE CONSTRUCTED AND NOT TO SCALE CONTROL MEASURES. ," / //� >'" " �� I. -. --� #ay• MAINTAINED IN SUFFICIENT .- / l ,4 '� +k++ + ++. ,;+f r . I kms_ - y �.a(' / i T� �+ ir-Y QUANTITY AND SIZE TO CONTAIN I / i• f + + . . r- + ALL LIQUID AND CONCRETE WASTE PLYWOOD 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING �`'' / / 'q !>� i •/ ,+.:=`+.i�.++ , %J.• + � ` \� Z GENERATED BY WASHOUT n CONCRETEq -- 48" BY 24" THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER /=.71....,./1/04/:// / "Sg ` ' , + + `.++ n 4 Q I WASHOUT I' APPROVED MEASURES. ,� :/ 1 --� / / ;'++++,c' *.+.:.* ++ �' IZ AREA � BLACK LETTERS r �. f, ��f `+ .'. . +1� OPERATIONS. PAINTED WHITE / f ' 1 I J 6. INSTALL CONCRETE WASHOUT SIGN 6 HEIGHT �� / / / .i. ' + WITHIN 30 FEET OF TEMPORARY 72� 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND + /'f .� c // It ;`. .' '� O J CONCRETE WASHOUT FACILITY. _ 1 \ O O 36" MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT 1 ; �,• i ` ' + / FFE=13$.QO 7. CONCRETE WASHOUTS LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE , ;/( P' Ia / - �'' MAY TEMPORARY A PREFABRICATED N \ �, - t , CONTAINER THAT IS PORTABLE AND THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. ! I� a' CONCRETE WASHOUT SIGN � r�'/ _ �� '' Z REUSABLE. //X// ,1;4(Ali,i1 , 'DETAIL I ' �>)� 0 Q // 3£: is/.r (CR EQUIVALENT) 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF `t , � /� ` �'�. r 1 ti� f 1-- �,.l. �► 0 NOT TO SCALE APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY ! // •��' "� INSPECTED AND MAINTAINED AS NEEDED. _,, ' q,`30' _ 1 /� ��,�.� - ;' I �tI ' Z EXCAVATED MATERIAL ,a/ i; / 01 r +r' O !► �� (f) 8 Z 3"-6" ROCK WITH A4,44:17-/4 S x + I i `� `., , M • 1y I (� 1' MIN AY BE USED FOR MINIMUM 8" DEPTH w Y ( S� r / 1 - 1 9 W PERIMETER BERM 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT i l ,L ' � E; ` / 73 \ C<-9 Or (!) , .....1 �- TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. r ,/...4/ f.' r ` A !c S ' 0 i LSLOPE S '` I / ; •' / I p'r STOCKPILE W j 0 1' MIN ua •.:. . . . ."s. ....... .._ / 73 •I AREA F11-1,711111-111•=1.=i.I In-• 3' - - - - :11LiII - I --,-111---41.-14„-4� _�; -= / /% d r / _ 2' MIN I iri_ I /� Z 1J 1.I�1.__ -II- � 1 ..=L __, t ,lr,- + I 11 l �,• �I i (�' "'-,-,H-111-,1_ -111-11-a-E _- ,--I I I-I -:��I I H I J j L `�1I 1 / �/'l 0 ��,�, �� -- � ISI �„E-1 ;,� •,w1 11i lF1I- "LTiIi� r�-1 ft-1�I_III -II ' ':•>e„._._/,` I , e` -e'' ,i, # < Z 3' BY 3' MIN TO 1 1 I 1 / ‘% EXISTING GRADE f / i 'ir j ` '� Q CONTAIN CONCRETE / r / /� �/ Jot Q 1 m SECTION A--A �" --( --f-�' ! ;l•4`�� / , NOT TO SCALE l / ' ;• , /I' CONCRETE WASHOUT ///�f,,' �-%'`��4 . �' # Q 1 / .'`gal _ 4 '# C( `� Z_ C1eanWater Services 'ii;i' i : � P� DRAWING NO. 900 REVISED 12-16 ,� fi �` ♦ �� W L . _..- -- " = PARCEL 1/PARCEL 2 • / /' • F� 130 PROPERTY BOUNDARY 1 �T�AC�A ,�. ., , vo *` (_l%.) 1 r� _ �. _. Gfk,/ �` I�� G# EROSION CONTROL LEGEND V. `; vJ �.,✓ .- .r _ ,. \ G�.�1` `O � �� •7, •3•7 ��' XX ORANGE PERIMETER SEDIMENT ,/ :‹144446 � '' � \ ` � �/ 4'0�� `3� �� FENCE SEE CWS DRAWING NO. 875. PROF/ 133.82 TWA r S' �.� 134.00 TW TC .- �' ' +' i nt' // INTERIOR SEDIMENT FE#VCE SEE CWS SiTW=XXX.XX TYP. , � i,� t . * t A,. 133.5 AC 133.32 AC r�.j %00°...„.. ' `y -' GINE ,Q 77 Q �\132.53 BW i //••-.0i :�, #` �` \ DRAWING NO. 875. F L301- 1 t i 1'/'`�is + +� 87 BW �\A,. /�, . , ,� I ' -0-- WATTLES SEE CWS DRAWING N0. 82981PE TOP OF WALL ELEVATION ''" 133.25 TC '" �' OP G 1 1° �� 132_75 AC r.,, : ., _Aid - Q� / 880. G� 1'li 4- REVEAL* ELEVATION +!t / �� -' �,'. __ -=- A /i #� 'C� // OREGON - - ,r /; ` I• INLET PROTECTION �jff /I14 f/ �/1. �� i ►i`�� ' ��C 1,o-, 6-DWARp iph7 BOTTOM OF WALL ELEVATION„ 1 . �4 �� 1l� ` ^` '' _ fI:el �# '1` . GRAVEL CONSTRUCTION ENTRANCE RENEWS: 12/31/2018 `''' ' NOTE: �� SEE CWS DRAWING N0. 855. 1 rI N// '`1 SII ,' ' \ y ��-�•.. ��11 •I�; r - • I�� 7' ♦�� BW=XXX.XX f I �r' III `� 1 1 ' IfJlf 1' THESE ORA INGS ARE THE PROPERTY OF �, }�, M 132 1. EXISTING GRADE (EG) SHOWN FROM SURVEY FIELD WESTLAKE CONSULTANTS INC. (WCI) AND 134.31 TW TC ' l r /FFE j133.50;1��}f! / �_- GRADE BREAK / WORK OF JULY 2015. MARE NOT TO BE ANNER EXCEPT WTHOTHE WRITTEN Y N TW= TOP OF WALL ELEVATION AT ADJACENT SLOPE. SEE NOTE 2. 133.81 AC f�l `\ ? `" - -��\ l / L` �� +C1 'l # (TYPICAL) CONCRETE WASHOUT PERMISSION OF WO 127 38 BW 1 f� r i/\.\ f . .-%- JI �� 'O \ 2. PORTIONS OF SOUTHWEST CORNER OF SITE NOT y BW= BOTTOM OF WALL ELEVATION AT ADJACENT SLOPE. SEE NOTE 2. ,. i" \) \� L �j�� I FULLY SURVEYED DUE TO DENSE VEGETATION AT m U u•• r. 1 0 1 I J k11�_ �\ �- ,fit 0# 111111+ / TIME OF SURVEY. m r vm N A= WALL HEIGHT PER PLANS. 134.48 TW/TC r - l ( ) / �► w1111■� _ 133.98 AC 1 _. ' ` '' ` �` � �\ '- � TYP: c DRAINAGE FLOW DIRECTION N (MAXIMUM HEIGHT TO BE PER JURISDICTION REQUIREMENTS) ';' r / �` 3. AREA IN SOUTHWEST PORTION OF SITE INCLUDES h- 126.76 BW r •� m m •. f1; S \�� ,,,, / ` ##* SURROUNDING ASSUMPTIONS FOR EXISTING GRADES BASED ON DESIGNATED FLOW PATH -, ccal -, B= REVEAL* PER PLANS. ��•r� ; , .- cti-n., %-s. i 1��;' G� SURROUNDING SURVEYED AREAS. 0 . N7., a ,r.., .� ,� b * WHEN REVEAL = 0", REVEAL ELEVATION = TOP OF WALL ELEVATION. r ' I. ` 1 y z;, I 7 �� 4. ACTUAL EG AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT SHOWN. 134.56 TW/TC I!r, �` j f 'J 134.56 AC ,� THESE EROSION AND SEDIMENT CONTROL PLANS NOTES: 127.45 BW `� �- + i 'i'+'�'+` I)0 5. CONTRACTOR TO FIELD VERIFY EXISTING GRADES ASSUME "DRY WEATHER" CONSTRUCTION. "WET ' D . Ali ++++ + ALONG PROPERTY LINES PRIOR TO E z 1. WALL DESIGNS TO BE PROVIDED BY OTHERS. ' , r""' ,3 ,,; ## CONSTRUCTION. NOTIFY ENGINEER OF ANY WEATHER" CONSTRUCTION MEASURES NEED TO BE 0 c DISCREPANCIES. APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. a. 0 2. SEE GEOTECH REPORT FOR MAX ADJACENT SLOPES. 134.87 TW/TC -a •-�r C F-�� *` KEYNOTES ¢ JL2 I 0 00 2 134.37 AC + c 4 IJ, >' z < cn a Q 132.19 BW -' . T+ clp -' I EXISTING WALL (INSTALLED DURING MASS GRADING, SEE m -- a I CML RETAINING WALL CALLOUT : . •,; , i SHEET C202 OF APPROVED PLANS FOR CITY OF TIGARD Ci_ CD ' I-:-'-'' SITE WORK PERMIT NO. S1T2016-00020). L 119O I- ♦ ! EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: 0 A N O CATCH BASIN INLET PROTECTION, SEE CWS DETAIL 915 ON a z C203 OF APPROVED PLANS FOR CITY OF TIGARD SITE (/) LI . _ / / WORK PERMIT NO. SIT2016-00020. 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL a o CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN I; J 03 SLOPE MATTING PER CWS DETAIL 805 ON C203 OF INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. z Q if o, OAPPROVED PLANS FOR CITY OF TIGARD SITE WORK o f•••• CD in, I PERMIT NO. SIT2016--00020 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED j ED- Cs-1 _ -E IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. Lu - 0 o m O- 0 INSTALL WALL PER PLANS BY OTHERS. HEIGHT VARIES z D 2-8 FEET. 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN SHEET U) PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 11 C 04 5.. __ :LZ , r 0 JOB NO. 2312- 017 § o