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Plans FPS2O17 - 00118 uD� r. RECEIVED z 'T7 SEP 13 2017 o°m CONSTRUCTiON1 PLANS FORgo BUILDING UIVISIOI' �-- DuRHAm SQUARE . PARCEL 2 • w 0 z W N ,, 45 TGAD , EE....4N6 • u� CI) E"'" '`E a V M W z a�i-: o w• • SHEET INDEX Nr mssk w aH W 1 i NAME: NO. SW ASFORQ J o S ArP —� _ �, a COVER SHEET C100 fig, /'/r a `' / �- , IT 'Qo ti —� Q /...4-0 CN c) n Z 0) GENERAL NOTES C101 ". �, SW SEVILLERD (REFERENCE 1200CN PLANS FOR DURHAM SQUARE I --J sw BOND ST . u, SITE WORK PERMIT #SIT2016-00020) jPaicei -#411" I i I ...:1 DURHAM -D 11111 W�INGTONCT SITE PLAN - OVERALL C300 4) a / C.) I,) # # C2t SITE smisi. ��a SITE PLAN - PARCEL 2 C301 I 1 �/ � �� Q ""5 �(5wSITE PLAN GRADING - PARCEL 2 C302 ki- e. I `/,.j 4, 0� �-0 s�O`` 0°° Q ,- SW ROSEWOOD SITE PLAN GRADING ENLARGEMENTS C303 f*if `� - w � z I 4 ~ ��,�. COMPOSITE UTILITY PLAN - OVERALL C400 �. -� w w 0) COMPOSITE UTILITY PLAN - PARCEL 2 C401 LIow o ce COMPOSITE UTILITY PLAN - PARCEL 2 UTILITIES IN PARCEL 1 C402 Q cr •a = (4 V VICINITY MAP UTILITY PLAN ENLARGEMENTS C403 LOCATION MAP NOT TO SCALE DETAILS C500 SCALE: 1"=200' DETAILS C501 DETAILS C502 ,4‹ REVISION c CITY 0 PROF-4,PROF-4,OP TIGARD 6, �,yGINEF\ REVIEWED FOR CO OMPLIANCE ,v 7 9PE Aper; I 1 ck Ld gt. .)I qO, EGON ► z 7 OTCs Permit#: ' .nM■► so —Ce - <13`\,p` "9N 2�, 0 q_. Address: 7-560,-, ► SI. itrAir I, R.R. Ske. ti Suite#: • I,,, ; Brao till I ate. RENEWS: 06/30/2018 PROPERTY OWNER APPLICANT '� " ' NOTE: . * DIESE oRA>MNcs ARE DE PROPERTY OF E 'AESTLAKE CONSULTANTS INC. (WCI) AND THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN MISSION HOMES NW, LLC MISSION HOMES NW, LLC IMPERVIOUS AREAS PLEASE PROVIDE ARE NOT TO RE REPROOUCED IN ANY J MANNER EXCEPT AIM THE WRITTEN66 THAT NO UTILITY INFRASTRUCTURE IS DESIGNED PO BOX 1689 PO BOX 1689 - PERMISSION OF 1VC1 Q TO BE WITHIN ONE (1) FOOT OF A SURVEY LAKE OSWEGO, OR 97035 LAKE OSWEGO, OR 97035 EXISTING 7,247 SF j COMPLETED NFPA 1I , le r (GRAVEL) MATERIAL AND TEST a MONUMENT LOCATION SHOWN ON A SUBDIVISION PHONE: (503) 781-1814 PHONE: (503) 7$1-1814 a W ,� OR PARTITION PLAT. NO DESIGN EXCEPTIONS FAX: (503) 570-8828 FAX: (503) 570-8828 PROPOSED 29,604 SF + CERTIFICATE At , m m Ur NOR FINAL FIELD LOCATION CHANGES SHALL BE CONTACT: KURT DALBEY CONTACT: KURT DALBEY _ (ROOF, PARKING) ; FINAL INSPECTION •• m Q. PERMITTED IF THAT CHANGE WOULD CAUSE ANY CO UTILITY INFRASTRUCTURE TO BE PLACED WITHIN y CO 5) cccCO m W THE PROHIBITED AREA. OFFICE-CPROPERTY DESCRIPTION ENGINEER 1 SURVEYOR o IY 3. TAX MAP AND LOT: WESTLAKE CONSULTANTS =INC. UTILITY PROVIDERS & JURISDICTIONAL CONTACTS SPY I" cs MAP 2S113BA, LOT 100 PACIFIC CORPORATE CENTER 15115 S.W. SEQUOIA PARKWAY, PORTLAND GENERAL ELECTRIC FRONTIER ACRES SUITE 150 TIGARD, OREGON 97224 2213 SW 153rd DRIVE 4155 SW CEDAR HILLS BLVD. m W O PHONE: (503) 684-0652 BEAVERTON, OR 97006 BEAVERTON, OR 97075 w 11 ZOIC DE9 CtiATION FAX: (503) 624-0157 (503) 672-5466 (503) 641-2004a z IP — INDUSTRIAL PARK DISTRICT CONTACT: KEN SANDBLAST, A#CP CONTACT: TOD SHATTUCK CONTACT: DAVID ANTHONY m m F C� BRETT MUSICK, PE ES 4 a Z_ Lu.--' ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES PROPOSAL' NW NATURAL GAS c, c, v O ix ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES INDUSTRIAL BUILDING AND ASSOCIATED BENCHMARK 220 NW 2nd AVENUE o z w C IMPROVEMENTS PORTLAND, OR 97209 _J a o n ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. ELEVATIONS ARE BASED CITY OF TIGARD m m CO YOU MAY OBTAIN COPIES OF THESE RULES BY CALLING THE CENTERCV . BENCHMARK, #110, A BRASS DISK IN (503) 226-4211 EXT. 4361 (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION STREET ADDRESS MONUMENT BOX FOUND AT CA CONTACT: RYAN TRUAIR w N ft CENTER IS (503) 232-1987). 7420 SW DURHAM ROAD INTERSECTION OF DURHAM ROAD AND UPPER CITY OF TIGARD TUALATIN VALLEY FIRE & RESCUE Q Q J p TIGARD, OR 97224 BOONES FERRY, ELEV.: 143.29 (NGVD'29) 13125 SW HALL BLVD., COMMAND & BUSINESS OPERATIONS CENTER O_ n. U UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN ARE FIELD SURVEYED JULY 2015 AND MAY 2017 GEOTECHNICAL ENGINEER TIGARD, OR 97223 11945 SW 70th AVENUE i i PER FIELD MARKINGS AND RECORD DRAWINGS PROVIDED BY THE (503) 639-4171 TIGARD, OR 97223 t HORIZONTAL CONTROL z I I < < a, RESPECTIVE UTILITY AGENCIES. LOCATION OF NON—OBSERVABLE AND/OR GEO PACIFIC ENGINEERING, INC. CONTACT: KHOI LE (503) 259-1504 z I I < IZ UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE 14835 SW 72ND AVENUE, CONTACT: JOHN WOLFF o a Q HORIZONTAL CONTROL IS BASED ON A 5 04 I NOT GUARANTEED TO BE COMPLETE OR ACCURATE. PORTLAND, OREGON 97224 LOCAL DATUM PLANE (LDP); UTILIZING O PHONE: (503) 598-8445 TIGARD CONTROL POINT GC_22-060 r 0 2 ro N UTILITY VERIFICATION: CONTRACTOR SHALL POTHOLE TO VERIFY FAX: (503) 941-9281 AND GC _22-055; SCALED TO GROUND ROTATED TO BASIS OF BEARINGS OF i LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING SHEET SN 22455. CD CONSTRUCTION AND SHALL PROVIDE WESTLAKE CONSULTANTS, INC. ® I it) 72—HOURS NOTICE OF ANY POTENTIAL CONFLICTS. C100 O 0 01 JOB N0. 0 4 2312—01 7 § 0 tr/ CI CII Z ? I 1m m a GENERAL NOTES DEMOLITION NOTES GENERAL PAVING NOTES CQ too 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. ♦ AND REQUIREMENTS OF THE CITY OF TIGARD AND CLEAN WATER SERVICES (CWS). MAN-MADE STRUCTURES INCLUDING, BUT NOT UMITED TO, CONCRETE SLABS, SPIGOTS, WALLS, ALL STRIPING AND OTHER PAVEMENT MARKINGS SHALL BE 4" WHITE UNLESS OTHERWISE INDICATED. c VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVEL AREAS, BUILDINGS (IEDNTIFIED BY THIS L.1in 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN PLAN). BUILDING FOUNDATIONS, FENCES. RAIUNG MACHINERY, ETC., FROM THE AREA OF 2. ALL DIMENSIONING IS TO THE FACE OF CURB OR BUILDING, OR CENTERLINE OF PAVEMENT STRIPING. Z' ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET CITY CONSTRUCTION SHOWN IN NE PLANS. THE ITEMS USTED ABOVE SHALL BE DISPOSED OF OFF-SITE. OF TIGARD AND OTHER APPLICABLE AGENCY REQUIREMENTS AS NECESSARY TO PROVIDE A IT SHALL BE THE CONTRACTORS RESPONSIBIUTY 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 4,1 rY1 COMPLETED PROJECT, ITEMS TO BE REMOVED. MM), AND COMPACT EACH LAYER TO A DENSITY OF 92 PERCENT MODIFIED STANDARD PROCTOR FOR (24 SILTY SOILS AND 95% FOR SANDS AND GRAVELS i 3. THE CONTRACTOR SHALL HAVE APPROPRIATE PERMITS BEFORE COMMENCING WORK ON THIS PROJECT. 2. ALL BURIED STRUCTURES (I.E. LEACH UNES, DRAIN TILE, AND PIPES) NOTED AS BEING REMOVED 1N '4C g ci) Ei 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 rn WORK OUTSIDE THE BOUNDARY OF THE SITE AS INDICATED ON THE PLANS HAS BEEN OBTAINED. BACKFILLED AND COMPACTED PRIOR TO ANY GRADING OR FIWNG OPERATIONS. THIS IS TO INCLUDE SITE AND LEGALLY DISPOSE OF THEM IN AN EPA-APPROVED LANDFILL, STUMPS AND ROOTBALLS OF TREES TO BE REMOVED FROM THE.SITE. �� 4. THE CONTRACTOR SHALL REVIEW THE SITE AND SOILS REPORT" AND MAKE HIS/HER DETERMINATION � E+ ga OF EXISTING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDITIONS 3. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING rr 0.4 t9 0 ENCOUNTERED. OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR. SUBGRADE PREPARATION h 9 a a�� 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 THEO W 8r,24PROJECT 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. cJ W CONTRACTOR AND DISPOSED OF OFF-SITE IN A SUITABLE LOCATION APPROVED BY THE ENGINEER AND Z �� TO THE AFFECTED AGENCY FOR APPROVAL. THE APPROPRIATE REGULATORY AGENCIES. v. Z5 St 2Q 2. ON PREPARED SUBGRADE, PLACE AND. COMPACT DRAINAGE COURSE UNDER CAST--IN-PLACE 6. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTIUTIES 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 FOU_OWS. .,� W p,,�1:1 TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THESE PLANS, SHALL BE REPAIRED/REPLACED ENGINEER TO MARK PRIOR TO CONSTRUCTION. A. PLACE DRAINAGE COURSE THAT EXCEEDS 6 INCHES IN COMPACTED THICKNESS IN LAYERS OF EQUAL AT THE CONTRACTOR'S EXPENSE.. EXISTING SURFACE FEATURES AND FENCING SHALL BE REPLACED IN THICKNESS, WITH NO COMPACTED LAYER MORE THAN 6 INCHES THICK OR LESS THAN 3 INCHES KIND. 6. EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT UMITS 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 C.-N CONTROL PLAN PRIOR TO BEGINNING CONSTRUCTION. 7. DEVELOPER SHALL PROVIDE COMPACTION TESTING FOR ALL FILL PLACED IN EXCESS OF 1 FOOT IN DEPTH. NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698. 8. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE FROM RECORD DRAWINGS C. SHAPE SUBBASE AND BASE COURSE TO REQUIRED CROWN ELEVATIONS AND CROSS-SLOPE GRADES: AND A SURVEY COMPLETED BY WESTLAKE CONSULTANTS, INC. UNLESS OTHERWISE NOTED. THE 8. ALL MATERIAL REMOVED FROM PROJECT SITE SHALL BE DISPOSED OF PER CITY, COUNTY, STATE 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, IBJ OR HER SATISFACTION. LINES, CROSS SECTIONS, AND THICKNESS TO NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT 9. CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTIUTY FOR THE SHUT OFF AND WEIGHT ACCORDING TO ASTM D 698, STANDARD PROCTOR. (s...".)• 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 C� MEET EXISTING FIELD CONDITIONS, SHALL BE DESIGNED/APPROVED BY NE 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 OR THE ENGINEER, SHALL NOT, IN ANY WAY, REUEVE THE CONTRACTOR FROM ANY OBUGAIION TO MISC. PUBLIC UTILITIES PERFORM THE WORK IN STRICT COMPUANCE WITH THE APPUCABLE CODES, PERMITS, AND AGENCY REQUIREMENTS. 1. COARSE AGGREGATE: ODOT SSC SECTION 00745.10. SOUND; ANGULAR CRUSHED STONE, OR CRUSHED I 1. ELECTRICAL, TELEPHONE, GAS. AND T.V. SERVICE SHALL BE COORDINATED BY NE CONTRACTOR WITH GRAVEL. 11. DEMOU11ON WORK SHALL INCLUDE REMOVAL OF ALL' STUMPS AND VEGETATION DEBRIS. CONFORMANCE THE APPROPRIATE UTILITY COMPANY. Z WITH ALL REGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE 2. ASPHALT BINDER: ODOT SSC SECTION 00730 CD Q RESPONSIBIUTY OF THE CONTRACTOR. 2. UTILITY TRENCHES ARE TO BE DUG, UTIUTY CONDUIT IS TO BE PLACED, UTILITY TRENCHES ARE TO BE te z BACKFILLED, VAULTS ARE TO BE INSTALLED AND TRANSFORMER PADS ARE TO BE POURED BY THE 3. TACK COAT: ODOT SSC SECTION 00730. 0 12. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACTOR PER ELECTRICAL, TELEPHONE, GAS AND T.V. SERVICE PLANS AND STANDARD r Q THE LATEST EDITION OF THE SPECIFICATIONS. 4. HOT-MIX ASPHALT: DENSE, HOT-LAID, HOT-MIX ASPHALT PLANT MIXES APPROVED BY AUTHORITIES `� C3 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS MODIFIED BY THE OREGON SUPPLEMENTS. HAVING JURISDICTION; DESIGNED ACCORDING TO PROCEDURES IN AI MS-2, "MIX DESIGN METHODS FOR "‹. X W ASPHALT CONCRETE AND OTHER HOT-MIX TYPES"; AND COMPLYING WITH THE FOLLOWING CD 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 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. 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 WIN SPECIALTY CODE. WORK SHALL ALSO CONFORM TO WASHINGTON COUNTY AND CLEAN WATER SERVICES B. BASE AND SURFACE COURSE: ODOT SSC SECTION 00745. h" DENSE GRADED. WASHINGTON COUNTY FOR ANY RESET PINS. STANDARDS. .� 5. HOT-MIX ASPHALT PAVEMENT PATCHING: SAW CUT PERIMETER OF PATCH AND EXCAVATE EXISTING EE 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 ,,, .T""' COPY OF ALL TESTING RESULTS PER PERMIT REQUIREMENTS. TV INSPECTION OF SANITARY AND STORM INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 12 INCHES INTO ADJACENT. SOUND PAVEMENT, UNLESS OTHERWISE INDICATED. CUT EXCAVATION FACES ''"��» LINES SHALL TAKE PLACE IMMEDIATELY PRIOR TO PAVING. VERTICALLY. REMOVE EXCAVATED MATERIAL RECOMPACT EXISTING UNBOUND-AGGREGATE BASE .= 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 FACIUTATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS Ca,r_. REQUIRED. 6. PATCHING: FILL EXCAVATED PAVEMENTS WITH. HOT-MIX. ASPHALT BASE MIX AND, WHILE STILL HOT, COMPACT FLUSH WITH ADJACENT SURFACE. 4. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR GRADING N OTE S, 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 PUBUC ROAD IS PROHIBITED. CWS OR THE CITY OF SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE SHOWN. ' COMPACTION REQUIREMENTS PR 'TIGARD MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. OFF 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 s0 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 4.�GINEF.� CWS OR THE CITY OF TIGARD MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION AT S VIBRATORY-PLATE COMPACTORS IN AREAS INACCESSIBLE TO ROLLERS. ..=1 9PE ANY TIME. 7. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY ENGINEER OF 511, "' f i 9113117 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 UTIUTIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY v�J CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO NE SOILS ENGINEER AND SHALL BE POTHOWNG PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS 'v 19°' t 3. ASPHALT COMPACTION AVERAGE DENSITY: 91 PERCENT OF RICE DENSITY ACCORDING TO AASHTO T-209. � • 21. BROUGHT TO GRADE IN UFTS NOT TO EXCEED 8" LOOSE THICKNESS. EACH UFT SHALL BE RESPONSIBIUTY TO SCHEDULE POTHOWNG SUCH THAT IF CONFUCTS ARE ENCOUNTERED, SUFFICIENT ,R. 5 ` `' .� 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 TEST. S JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE. ASTM .D1557, RENEWS: 06/30/2018 4. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM- BUILDING CODE, 8. DOMESTIC WATER UNES AND ACCESSORIES BETWEEN THE WATER METER AND THE BUILDING SHALL THESE DRAMNGS ARE THE PROPERTY of b CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO BE INSTALLED BY A UCENSED PLUMBER EMPLOYED BY A UCENSED PLUMBING CONTRACTOR. ' CONSULTANTSE UCE MA ""D TESTING AGENCY REQUIREMENTS ARE NOT 10 BE R1 ANY THE EXISTING BANK A MINIMUM OF TEN ici FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDER DRAIN MANNESi9P1EXCEP�T 1H THE#fTTEN Q PERMISCI MUST BE PROVIDED. THE UNDER DRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY INSTALLING 9. UTILITIES WITHIN FIVE FEET OFA BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR 1. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PERFORM i ER NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTE 12500, ALONG THE BOTTOM OF THE STARTING INTIOR .USE AS DESCRIBED IN THE CURRENT EDITION OF THE OPSC. FIELD QUALITY-CONTROL TESTING. COORDINATE WITH INE OWNER'S TESTING AGENCY REGARDING TESTING N •• N BENCH. THEN PLACING A SIX INCH LAYER OF 1 1/2" - 3/4" DRAIN ROCK, AND FINALLY COVERING REQUIREMENTS AND FREQUENCY. CONTRACTOR TO FOLLOW TESTING AGENCY RECOMMENDATIONS. a w �CO THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE 10. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF m CO 5m m 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, n 2. REMOVE AND REPLACE OR INSTALL ADDITIONAL HOT-MIX ASPHALT, AT THE CONTRACTOR'S EXPENSE, WHERE .. 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. a coQ a} Ln`bTEST RESULTS OR MEASUREMENTS INDICATE THAT IT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. a <W w AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR o 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. Ce v a I- 5. NE 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. - U THE CONTRACTOR, OF STARTING BENCHMARK TO DETERMINE THE NEED FOR AN UNDER DRAIN LAYERco Ce Ii. AND TO VERIFY'EXISTING CONDITIONS. THE CITY OF TIGARD SHALL BE PROVIDED WITH A COPY OF 13. 4", 6" OR 8" WATERUNE TO BE PVC C900 PIPE OR APPROVED ALTERNATE. 2" AND 3" WATERLINE TO a W N THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. BE SCHEDULE 40 OR APPROVED ALTERNATE. WATERLINE TO HAVE 3' MINIMUM COVER. z eL E-- M-- p 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 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. a CL R 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 z vvi CD 07 PREPARE A PLAN TO PROPERLY MITIGATE NE WATER ENCOUNTERED. THE CONTRACTOR SHALL HAVE CONDUITS NEEDED. ONE FOR POWER TO SUMP PUMP AND ONE FOR LOW VOLTAGE POWER TO FIRE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR a n a a SERVICE LINE CONTROL VALVE TAMPER SWITCHES. SEE MEP PLANS FOR CONDUIT SIZES AND m m EACH 2 FEET OF FILL. ELECTRICAL ROUTING. METAL SIGN WITH RAISED LETTERS AT LEAST 1 INCH IN SIZE SHALL BE N N MOUNTED TO THE FIRE DEPARTMENT CONNECTION. SIGN TO READ "AUTOMATIC SPRINKLERS". METAL ti W N 7. SPOT ELEVATIONS AND ELEVATION CONTOURS SHOWN ARE FINISHED GRADE ELEVATIONS. SIGN ON FDC SHALL HAVE A RED REFLECTIVE BACKGROUND WITH WHITE REFLECTIVE LETTERINGcl. . 0 0 ce J 15. ALL WATERLINE TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES, AND HYDRANT BRANCHES SHALL BE � N 0 RESTRAINED AGAINST MOVEMENT BY USING THRUST BLOCKS IN ACCORDANCE WITH 10.8.2 (NFPA 24) i i fY OR RESTRAINED JOINT SYSTEMS IN ACCORDANCE WITH 10.8.3. z a o a Oa .. a 0 0 1.5 tsi N ' a d O _ - - _ t,i w} - - - . - SHEET 'r I ai 0101 0 o I a JOB N0. k h 0 1-- 2312--017 AN T? y I,. • . • 1 .; ..4 co 4° , 0 , : ',, i 0 , a. clg '., ez0 too ,,i ,,, ,---, ., . / F.. .- / ,,, .... / 40' 0 20' 40' 80' ^.,.. / / ‘ ,,, / / / 41 F tei-iipsiiiii-11 -, . , $:4 SCALE: 1 INCH = 40 FEET PSS 3,613 SQ. FT. %. ''''' -.. s" -- "44* ›: / / .4..e. c.i Ci) '01 - 4 4 Er4 M 400'......""-..,,,,,,, V` Nft, * • \ ''''''' ,.,, / , iEu in Ir.Lir 1 zrzic4::uti:_inct z4z,.MI.-c 40: E-4 • 4.11/44 Abk / / ,,,,/ /I / E40C3 / 4' * ".A1 SLOPE EASEMENT' t ..*%* ''•.-..' / ul 0.4. Al CO rawl .1* * * * ../ ,,„ , ' • II kw ADDITIONAL PRIVATE I / .' N,~•••,, ACCFIST, !ASEMENT TO i * 4.. * /,./- .,.'''C'"" f'S - a -- f P ‘ „ .. .4., BEN PARCEL 2 --,....!„_! \/1/ -,,,,,, lk, 3_ * ADDITIONAL PRIVATE / Naustow:gxesw„em. 8 Ett2,1 -41.- UTILITY SEMENT TO / ....„........' * : . BENEFIT P EL 2 .....,..-.<44• * * if.„ 3, d I . -, . -1,,, .c21..... '' NT- 4, 4. 4. ' - , ..%, * * *//1/* */e4/Pti, i • + .. . ..N. , . / PEM 4,037 SQ. FT. I TRACT A\ / i„ ,..- , f+++ +, : 4....,.... . .. ( . .. .....• ''..---„,. ), ..„ .„, 1 ,/,, . . . . . . + .. / * * /40 si, t f g + + + + + + + + + WV CN „ + + + 4 + 4460,%+++++++, I ,..)( * 4 /* ge ...;* PR ' • 1 k ACCESS AN6, il,.,.,7 /iti /I -- / / ;# ++++++ + ‘P ++4++++++•++++ *'. :°•.: . / SENSITIVE AREA SETBACK BUFFER UNE :11MENTN/T,A, it //Pe ++++++*++ 44++4.1.4%*+44.'4. •1 ' + + + + 4 4 4 + 4 k'..±..,,SGP , • BENEFIT'PARP "..„ ' • i ii A ...• • • • • • ÷ • • . 4,.......49- ,O ....1 . 111 111h A: 0w? , ,,,.,....., • . (1?q / i ,s' I' ilk 1111.<4,00• . • . . . . . . . + +++++++++++1+4+ ++++++ + +++++4+44.4%til:+4++++4 0 u /1101' Ltd + + + + /// -iTi;I I' liV + 4 + 4. + + 4. 4 . PRIVATE STORM SEWER (:1: : EASEMENT TO BENEFIT I Ao/ / ''',..„,,, .. / / • • • - ++••• • PARCEL 1 AND 2 . r +++ C / i T /ei ÷ ÷ + / y BUFF '" , N / ' .+/+ „,/ ++++. if. C1-. 4t<if+ ',,,,.. PEM 378 SQ. FT. / 1 ..,, , ISr , \ ++ " #### ,- r 7 ++ ++ , z, I 8z c-- ç,c&c.,0 ....-!I ! IIA1 / V . # .., h i 4 °"41 - i i f g P t, / i S 2'4.: :fr lei p / 7' ' 1/ ...,,, .., , ,,,/ i 1 A .41+ til 1-1--I g / Par- el 4 # 1111111111111111111111111111111011111111•MIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIII011111111111111•111111111111111111111111111111•1111111111111111111111111111111111.1111111111111111( IIIMIIIIINIffE.4'4. , an:711#15)114-/ :Ail , ,.; ,,, 4+ 4100.10 , **44 r t p .. + , II PUBLIC SANITARY /\ + + '4 7 s SEWER EASEMENT / i'' / .111441 . ?-\•.§ TO BENEFIT CWS y. Aes • p •, / / = p a. a <a. if A, il ..c.,4 / / C-7.3 I c - --,...i, J._ ,,,.1 •i ...de" 4 r s. • 1'N9- + I sc-or (.0,7) I &tipp. - le / .. ,4•0 . (1- , ‘>, a , - . , . a n46 ,off c\- , jig 0 :„. • oc) 4 .,- - .. a -- -.,-,. %""\. c9\"4 .., 44‹ I / s411 , ,, \. .,........ sC- ° ..' = I (2)‘' , , f ' Is litlADDITIONAL PRIVATE I 'cC, / /1" , UTIUTY EASEMENT TO II 11*,.. • \A\V'' 0/-\ / 1 , , 1 # , . 0 10.. . , , PARCEL 1/PARCEL 2 '' BENEFIT PARCEL 2 I q'C'- al , ,___...\ . %.***s . vg sil7 PROPERTY BOUNDARY = • of . • , ..."- ., ... II I '*"N , ,, TRACT A -N . Y<." 1 .10 dEke_. -•e**`- - .011, , ... , i i \ --. 40- .0.' 1°1 0 _. , so. a '‘ , ,.. 0 ,A0 , ._. --. 7 , • 4, I golf' I s, -, „. , , f„.....-P." v!, . 20* 0011. , i , a .\\‘'• ..- .00-- ..../----, ItrP4---,;-4 ,00$ -cn pRop4„, ,...,. ... s ... . „,, ,, • -7;<•,<. • .. 1 + - 1".... CE; ' AP .,. -. . . . . . . . . .+.+. e'\ • <" 59PE' v.. ... 's \ -''''' : It 4 . .......f....„+.++.4.- ++ -.,. <,§y" ., 0 ...- # ves.1(C00 V • ............--. * ‘.. • + + + + + + + 4 + 4 44., 01 1 + + + + . • . , ;, . 440. 0 1 i • ............+:44 • • • ir* /pp , , C 1 11 00s ' • O i 011 0" 0 xv 111 10° i 4/44)D R. SO .2 41.4 • e-1 „ e, 0'7' I PAR EL 2 RENEWS: 06/30/2018 • /+++ r ` •.7.!--2....:..„-,, lot ini 1,, .‘ -1-,!...,?4,1,4„, , ,1,,,,,, _,,,,%itl, # '114% .. ,. THESE DRAVANGS ARE THE PROPERTY CF 0# •111 VIESTIAKE CONSULTANTS INC. (WCD AND ARE NOT TO BE REPRODUCED IN ANY ..-1 E a I i • .....44 -A-4,,,,,,,,, i ....A.tsr,I0-4if;.tle "..... '''' ,,-, 4fi'-g_ .,, , .•,›?"41, '*(--,,:--; C ‘,.Ar ' 1p ,,...,%...„---G-tv.z---,;', v,..:...-- MANNER EXCEPT ViTH THE MITTEN < OS 111 '11.Z? ' - 7-,:o-1-7`.`::: :' -.'"-%,-44--V" ## ../ 7V II PERMISSION OF Wa + 60 '"'- 00 ,:f74*1177.7-;; :191.*j,:''''' II LEGEND III ++ Loo,,, , ; , -1., ...x41. ,:t.'..4'- ::-= 1--- ..„...,..„,„/„....,..,...„..,...,..„. , . 1. ..-... ...-ii ,,,,,,„„... „.. ...... ,.... .. Se° -,A- '0.efm..."-. .,„ .-;.---;-,i,-,-0. ....!.w-,,t,n-...,, N'i7-,,11„:,' A- / ,/ ." II fg 6.L.1 yes N8N‘‘* a I - / 4CF iiI:neA,‘. -r 44'rY,I.,-,.:.-...1, 0 . -... - .....- - PROPERTY BOUNDARY . .n.,,-::•,X4r,;w:Ts••;" „„._.1, 77 t'l II l - ,s3ez. '4.-Lia.r:f401.' *. • • ____ - -- CENTER OF FANNO CREEK , D I i n',1--',-....q."1,„:":„ 4, 'et, - .40C•oe 7 /- a m m L.. Cn ti 1 gi iii a %,, -0-- 40- O EDGE OF FANNO CREEK ci Ix I • • • • + 4 .'••0,,,,..C.•-k.'''' Ar,t1.it:, 4,7".' • CURB . ro t 7 4.00, 0 1- pa. If 7 , 00" I ----------.- FLOOD HAZARD AREA 5 , - • i+ • • I _ co wm I • + 4. + + _ + f + 4 + „ '. 111 - ''''''*'* - - EXISTING EASEMENT • 1 ,L +++++++ 7 N • II o • N÷ . .0., I --- - - - PROPOSED EASEMENT t- t- 0 • Vi'.44* "/ .." • • ..-- .6.-# - BUILDING • ! • a C 1.4101 j•CP + IP1.- V a ii• - • * I c* • 4 <"`1>,• ,4000",' -576) ..). 001\ 1 -CI FENCE • o o 0 CI . • i • - UJ ...."1 II • • + + 4 • + + 4 4 ./". ,.-• I IIIIIIIIII EXISTING WALL 9 ca D S 1 + . 4 + " 4 + 4. + 4 a 11 4 4 4 + 7 "7 (NI a ca5 m5 a3 • .--ACkl. 4. `,„: 71 . SIDEWALK 01 N 1 • d CI II 0°7w' + 4. + + 4. LANDSCAPING o o • a! .. .. 7 .,- a.., II or ce --- • < < cy, 1" al ll AM N 0 iluisamminuim misiimmA(licimasommenimi• ENRE• NawasumanimiummiummummanimicomiummammumeP . 7 7 . CC 7, „- 8 rcl W .--L" -7". 09 c.9 to 5 , I N: \ r La ..G y ,7-' _ -- 4 SHEET pi II ...- ,- i.6 C300 . 1 z k-r• .z‘ JOB NO. -.2312-017 t c' ' k , . • . • . . . .,.. . ......t., fit, .......,....... ....,.‘ 7.,,, ,,,,,07 cq • - ---/- $S 5n,:., ,,,,.., m0 r----, , ... ....... i . 0 . ___ .....„ ____ , 9.1 1 ----------- .4%,. . iiiiiiiiivii.iiiiiiimmsm P g / \ N\ .//) .« SCALE: 1 INCH = 20 FEET pTiel cs rn c4; NN . i „4,t j 1 1 C154 4 1 \ i .4,41, / , .0i. . E...4E._• • t.10.4 cl ! / / Ii +� T /'� X 0 r. I \ ... `\ f i'�, /4' /� i i7► Z 1"i6 X80 ii / .0'4'#' 41.4 No. 40. ,./ .#:/*/0 Nimmiiii. rzl a,.4 ii • . i. , , ;SF r TRACT A .. r+,i it �,el (121 = ► • ., di ,I `'♦ Q v --0. - le (-NJ -• / i,r' uto 90., �,.`• 1�"0" - . i�r�tea- ;,/ ! —J �'�ti SENSITIVE AREA SETBACK �'side .." N �,, ,i W so BUFFER LINE `• s• ,,,,,,,,,./'" / ,,.� ►.III I ; / (.) ...r. misimitik IcL'it! ' APPROXIMATE j`,+ + + + \� �.,/ ,,i' '41 / 0 __ 7 "SENA" j + + + t` �� +�ifdl►, �•, 7/- �_i,i , 0 j + + + + + + + "+ + + APPROXIMATE BASE FLOOD / ,�"` I ,r'r ELEVATION (12 .129) ,,.i '� ,r. i + + + + + + + + + + + + . i;r, 50' BUFFER ��., `� --'��N. i,,�►'i • J ., CV + + + + + + + �� I"',�'•„`rr.r.r.r.r.r. r'�► 7 I Z ♦) r,or.r.r,r,r.r.r,r, �+� /��► + + + + + +� " �I//I'?,N's , ' , .rs. 'y / Q t + + + r CL �-7u L..J� y r /'ff { � � FfYiY,wI /1� + + 4 f#7,ED X11► -- �' `w. i 5 �+ + PARCEL 2 — ,7.6 z + SEE ENLARGEMENT 20.T j zs� 6 'l p '�' ""r �. '-'.------- -If 111111 - ON C303 • � �� ' a� • - + I, + �� 1 M �''�`' r NOTE: j + a fi b 4 ,,x .... .,:1;;.,..:.,.;,, , , r 1. SEE. LANDSCAPING AND TREE PLANS BY OTHERS. + C ; x� <" ° Y Y/�` f : 2. SEE SHEET C300 FOR EASEMENT IDENTIFICATION. �.rr� .r#y�4 Y k5 <. •r'r '+tit -� X�c. < f i .r k ,1.. ,rt j t <w!..� W""i`'. fiE't ,,.,day.a, .e-iK x.,?�� P-Y :s f ,y„a : tr�x.d Fz `�/ t ,r- sicf '3' 4 w, ♦ J r /C� i' r/'/:�� ,Y �r, g`.�'"' f iri .� � �Ytt. "°s•'� ssY � r• rf r j� + if , , °< � ,, ' ; xi f.f , CON�UC110N KEYNOTE �/��i It + t , ,P -yr< s.r ,i3''r,s ca:,,;yrs 5 �C nT' 'v „ey irrA,nwrtr + , �� 41 fs� i�f � �� r � ✓�, -'\,l r,f • 1A INSTALL 6 EXPOSURE CURB PER DETAIL ON SHEET C500.+ / - E %: � .. ! '' 1p INSTALL0" EXPOSURE CURB WITH WHEEL STOPS PER 7.# 8. r..:s >e r r .e k``j5. ru '�/ + �¢444 s �`''�� `"`T . _„„,- _ DETAIL ON SHEET C500. C 5 �� K - )' l ,r' INSTALL CURB-WALL. 6* MIN - 24* MAX, SEE PLANS BY + + + � f�str ,, t ` , '' �✓' '' OTHERS. 'r 10 INSTALL MODIFIED 6" EXPOSURE CURB PER DETAIL ON � p PROF • / / SHEET C500, GINeF� ,34 +� ,...t. y/V'♦♦ 1E ANGLE POINT IN CURB. DO NOT SMOOTH OUT. • I i+ 4D �. �`7 1'� _"'`- / `lam' J .. :1PE i + +-,�, - \ , / s "ry �� • _ ,r: ,- II 911310 it‘ ,, < 1 - • f f,,f 0 BUILDING, SEE PLANS BY OTHERS. OREGON + ^ + +moi R28' .7 Y �> V f �9N 21, �°�'ry 26' / ,.1%,&,'',1. z;�' 3 TRASH ENCLOSURE. SEE PLANS BY OTHERS. + / y ., • tigRO R. SS��* + {� / \' INSTALL WALL. SEE PLANS BY OTHERS. + 18.5' / I. 7- RENEWS: 06/30/2018 7'+ +� ,. 6 EMERGENCY VEHICLE TURNAROUND. T oRAW�GS ARE THE PROPERTY of E i+ NI + + r- YIESTIAKE commurs INC. (WQ)AND co + \ +/+ + + + (��j ARE NOT TO BE REPRODUCED M ANY .. . +66 18.5 (DID / INSTALL FENCE i' INSIDE PROPERTY LINE. SEE PLANS BYMANNER ,r � �E BRIM _1 F nP \\+ + + + + + + + �i / �,/ OTHERS. PERMISSION VAI �'-Q- + �+ g \ + + + + + + @ INSTALL FENCE ON TOP OF CURB. SEE'PLANS BY OTHERS. �, r" N \ r It ta! tat) + 7.5' 2+ +t►• ' 8 PEDESTRIAN ACCESS, THERMOPLASTIC STRIPPING WITH CO °' X0 a3 03 + 7--- `✓ REFLECTIVE GLASS BEADS. `� t {D c ;++ ;= 0 'PARKING STALL STRIPE, DURABLE WHITE. Q � W a ir - a Et 16.5' C .�+��+ �f / 1Q ADA PARKING STALL PER DETAIL ON C500 C + '+ F- in + _- % •� ./- I ASPHALT PAVING. SEE SECTION ON C500. �� + + ,,,,,,:i. y as EL' a + + + %+ PRIVATE CONCRETE PEDESTRIAN SIDEWALK. SEE DETAIL ON W t+ +++ el + / TRACT A C50{}. Z a. +�+ + + \/ PARCEL 2 RAILROAD}AD N 17 + + + + + � Z .#' LEGEND C4 (t (L Z t + + + + • 14.1 id + + + /to / '/ ,. APPROVED FENCE — -- PROPERTY BOUNDARY z _z u) >� + + + + + e f - - (BY OTHERS) `3 `3 �, 17.6' -- — ----- CENTER OF FANNO CREEK m m CO 0 DRIVEACCESS MIN `� EDGE OF FANNO CREEK �' N N d d a 1 5' 1 CURB < 7 ajg; r� 0.5' __ 0.5' —I �'C 4 • PEDESTRIAN ---•4-- r r.r...,w,,.,r,.nr.r... C1 O f CURB CURB FLOOD HAZARD AREA M N ACCESS 7 Ce '' EXISTING ' `- — -- EXISTING EASEMENT of o o Q f GROUND EXISTING -- --- PR EAS M o tz ; r. ..< 4 OPOSED EENT ,� i GROUND in G .#7 FENCE Lsi S 'o Ci TYPICAL SECTION A-A �` BUILDING - Z ad N I I I I I EXISTING WALL SHEET z V////7Z4 SIDEWALK 0301 ggo . N�... ice+ + + + + + + JOB NO LANDSCAPING 2312-017 §N - - - --- . .....__ ___ .....__ z i 1 Ig coto ss i ss i 0 0 • , . tosa . --,.•( / -- 1 ..m. ...................... gift. I I 0 45,4C) Z 7-7 14-1 1. . --------- S,. / // /i 20: 0 10' 20' 40' / / fr4 E I ' , / / ) '/1 / i / 1 s , /129.73- IC : ÷ SCALE: 1 INCH = 20 FEET• 44-01 k; cl) g 414 / / 129.23 AC / / *Al' /k A // / / 4i7 /1 / iiiii - _ / I .414, • / ME...4 it9 0 N tiza Cf4 NOS44444.4444044, • 0 0 • " "/ 'ir ./ W cr) 4 atlo -,. __ --- - / --.... .--_- - \ -- '**"• %. . / /- / is" / /* / , / */A 7." ./7 ,,," ---) g 4 Eli?) r...) Insweitah, ucei . 129.7:A,C /*/#1 - vases& 54,74,0 • de 130.16330.7.1c3{,xEccr s‘ 4• /40 „./.." , *% I I*, %, - --- - - -- • ....... : - ------: 1. • ..-' .,,,7 ,",„ 0,,,,,:, ,,, ___, ....- -""...d" .... ---. _......:--- • /0 0 09. ,e‘ - ....-. •• -7 "VII of "" --- '..•'%":". OM ..". 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SEE SHEET C303 FOR SECTIONS. i; /134.1/3 AC 1.-‘ 134.40 TC ,- - + 41134.18 AC P•I 134.73 TW/TC 1 7 1 133.90 AC + Q. 134.23 AC I , 4 4 (cm W Q,. 129.99 BW 11 1 --' C ,----+ 0. )\) , • -, LEGEND 0 ix -- + - . .... ,. i).\)7) 1 1 ......,- c ...- - + %.,--- c # • ,---7- - - - PROPERTY BOUNDARY \ 7 • -it i ' .,\,7 ,_, , --- # 10".7 r. . - CENTER OF FANNO CREEK z CC --- + • gi • /I 1...--- ...- .777 • • t134.87 TW . S W +_,---f` 134.28 AC ,---+ - -- EDGE OF FANNO CREEK • 0 13437-AC . ,..-+ , ,7,7 NOTE: ce .., 32.19 BW L÷4.- A, \, ,..„ 4,0 z 2 ---- + • 1. EXISTING GRADE (EG) SHOWN FROM SURVEY FIELD • CURB • 1-. 1-- 0 ,a. \ ,....- _ '5 3 p %.:." 7 7 7 WORK OF JULY 2015. 15 15 0- Z c\in i \ + • + + .7 135.03 TC 7 tt. + + + yr ---------- FLOOD HAZARD AREA 7 + + + + + * 134.53 AC • • 7"7- 2. PORTIONS OF SOUTHWEST CORNER OF SITE NOT 0 0 c., 0 z z v) .....i -- - EXISTING EASEMENT 3L`J-1 • 7 + + + + +00 ...-Z eK • , + + + 4,0 FULLY SURVEYED DUE TO DENSE VEGETATION AT .-- ÷ + + • • -, TIME OF SURVEY. • - - PROPOSED EASEMENT 5 "• --f CV-2• /` + + 77 ., co CO CO (3 - 0 ÷ 3. AREA IN SOUTHWEST PORTION OF SITE INCLUDES --a FENCE e4 CNI • .,11, • • .** ,7 - • ASSUMPTIONS FOR EXISTING GRADES BASED ON d d -- 0 0 '- -- *SURROUNDING SURVEYED AREAS. BUILDING gr er < < • 7 o.. Q. I.LI.J 1 • 77'' I I I I I EXISTING WALL • , til 04 0 / '7 7 Ct .--- 77 4. ACTUAL EG AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT SHOWN. • //////,////f SIDEWAIY te) 8 '8 W < .7 7 . 6 f'••• r". 0 7 5. CONTRACTOR TO FIELD VERIFY EXISTING GRADES r + -f- -4- 1. + + +1 LANDSCAPING 5 5 iii L5 • 7 • ALONG PROPERTY UNES PRIOR TO C.4 04 ' ,...: ' I 11;- 7 77 CONSTRUCTION.• NOTIFY ENGINEER OF ANY - - - 132 -- EXISTING CONTOUR - 1' INTERVAL tr me. 0 1/4) • Z re) DISCREPANaES. ... - ,77 <> -135 - - EXISTING CONTOUR - 5' INTERVAL 1.-- i 7 SHEET I N ;--i rrral .,/v' -132 PROPOSED CONTOUR - 1' INTERVAL 0) 7 PO -'1 . • -, • . • -135 PROPOSED CONTOUR - 5' INTERVAL • tc JOB NO. IN z . . s 231.2-017 §No __ �-, Q272 O 140 140 erN1/46 a, ......- o0 7,--P-R OPOSED ADE. _ • .........._ • 135 135 Y C �' � " fi '�.f-" � ,+ s r agd�r-z+'#, a,t r m.' �' t'vyat ° y .a 4:-.. ' '`Y V.sr.-fi r 'a X443;�` zs,1.3i y ," �.F', .. >-,a' r , ,y +y it r. M jy -�]lli .:`_ ''R ', *" , '� a R t'a`i' .an��...y��...'``` �'> T3 t ` " y -.�-_ ANSI ON CURB - , K �K ,' ` ..i - _ W a 130 .....-- -- ..!;;J;40 _-•- _. 130 A �� •,r , � �� ' r yh ;_ s r SCALE 1 INCH = 5 FEET 0 TO -- --EXPOSURE � t ,, x EXI STING--G-RA--DE----- - TT 1 C GRADE t '.vi N# r Z ., , , .' .x. � ,, RrJy u�y�tr. .,5 '�5}�+. " ,,,i- -z'F'zx s,i„y " of El • c a.c4 cki 125 125 133.40 TC rt � eta+'" l'=-'",,e›-IN$ Y Pow -0+10 -0+05 0+00 0+05 0+10 133.40 AC 133.65 TC >° LI agez 133.15 AC fit,, 24.-4,440,„„.:7/:,;-„k!,7,,, k4, `_# '' W x �"wE SECTION A-A Q - •fr a,' W �.A c HORIZONTAL 1 =5 � ,. tcriE v uv, VERTICAL: 1"=5 Iy3 *j: �+ a fva w ; ms s.'y ., 0 S.�f • • --1.2% .y . .�,.? 1 W 133.40 TC 133.17 AC-7 133.40 AC , 1. ;, .ii:'xv X 140 140 4 1. 04:1) CNI 1,12,t '.,,,,;:3, IV; CN __ ( PROP SED GRADE `t7- 133.40 TCII , . 135 ----- -- 135 133.40 AC -1.1% i 33.19 AC /�, o- ,•jb i i W _ fes._ -1.590 _ ,/ �4` 3vm- 14i. ° c"4t -,� 130 ------14) _ ,, --- 130 `~ f 4...,44-„g . 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I CURB - ..:4,44,-`2:- r;y'' -. x - ,u PROPOSEIT GEeADt N 0" TO fi EXPOSURE - �w `g T o 133.27 FG � '-„,„TA0,141$'02,4:T9 .'"'• � �133.27 TC � :` a * z�a rC#6th ✓ r sA Ran`.`` ,4„ib. ° ` vr:i•a ^ {� < - - - . le � v..6;;i ,z.z.+y?,'� R, a ,,,,{�s,�zy 't- n ° r : _ _A�y� PR 63 .t‘G 1 N E.4.izt 'i.. �t3{1�3�3 -0+10 -0+05 0+00 0+05 0+10 01,11:628 133.81 FGTC - ' 133,31 FG -• k .., -.,,,,,,,4:-4-,., t .r4 .• �ty..- �.. ..; --g, 'PE 'g- SECTION C C .-ya dv�, -d4 AX`F�. s •rY,', ,, ,j - .• -" i n '' .• 3,,�$ r � _ t rVHORIZONTAL: 1"=5' � t � rVERTICAL: 1 =5 ,,, . 11-) fir 4511 ' * �X � • • �t . I 133.60 TC ;« � � • � � , , ' s. 133,10 TCfAC "4.4* £ ' < ` `y� �,t: r�i y 'Y,q Q R. C1" 1 ,�„;-+�`,•, `,�'-. s. 3�i� }i - ,,s3 f'zY•r r,+r_`.4- -'�:,,AI," ;3.r i• r v+r. Q 1 3f '`�, r'°grii 00,1�'' .yA.rJ..a µ : ,iS. .0,f4a` t'' ,4•1'' r••.., - 4. 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POR710NS OF SOUTHWEST CORNER 'OF SITE NOT 0 0 cam.) 0 - - - FLOOD HAZARD AREA a a Z LI cr 125 125 - - -- -- - EXISTING EASEMENT ? z �' -t -0+13,"79 -0+10 -0+05 0+00 0+05 0+10 0+13.79 FULLY SURVEYED DUE TO DENSE VEGETATION AT 9 9 wo N N ..-- (2% TIME OF SURVEY. _ s PROPOSED EASEMENT CO CD m SECTION D-D HORIZONTAL: 1"=5' 3. AREA IN SOUTHWEST PORTION OF SITE INCLUDES --{ FENCE W ASSUMPTIONS FOR- EXISTING GRADES BASED ON v U N a` VERTICAL: 1 =52. Fe C4 J SURROUNDING SURVEYED AREAS. BUILDING P I I I I I EXISTING WALL a ' 0 a. 0 4. ACTUAL EG AT THE TIME OF CONSTRUCTION MAY i i LL' U VARY FROM THAT SHOWN. V///�.�//i SIDEWALK z o o Q . w 5. CONTRACTOR TO FIELD VERIFY EXISTING GRADES t + t +t + + + t + 1 LANDSCAPING in�, ALONG PROPERTY LINES PRIOR TO 5 N N CONSTRUCTION. NOTIFY ENGINEER OF ANY -- -- 132 --- -- - EXISTING CONTOUR - 1' INTERVAL w o d DISCREPANCIES. -135 - - SHEET z K? cv EXISTING CONTOUR - 5' INTERVAL i 132 PROPOSED CONTOUR - 1' INTERVAL p) fn ost c3O3 E 135 PROPOSED CONTOUR - 5' INTERVAL Zti JOB N0. 4 - 2312-017Is 4 N C.D ca),to ?? , 711:11; :r; ' 04 SS .. CI° .""......,. ''.. / 44 40 .' 0 20' 40" 80' ""'.. /1 -,,,, .' ,,,,,, / ,-..Ni11---- 1 / --, / / / / SCALE: 1 INCH = 40 FEET `---..,... / / ruT4 V) --. ..., ,b. PSS 3,613 SQ. FT. '' '',,,..„.,.. -... /* --...- / t.._`'XI >-7 - -• / ri Ci) ws4 1 .4.. ...): -.."14Ssii.444. ''''''''',,,,,,,,,,,, / ES A.5 '... • (Aim • . E-4 / i..11... / -4c / + '''' ' ' SLOPE EASEMENT N. 1.li N" . --,,,,,,,„ iif i iiml 'A k=9.6 /4,- .., 4, * , 7",--... s`". 1 '! 4.161.T. 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I 0 - ; Z I • „ s i 7 w/4 , 1 4 • • • var- 1 r3<C=CCOOC W I Ia + + * 7 l I a 0 ,.., .. .•++•+• •c• c c+ C 4. +• <-‘77i5v"_1v. -, 777 i •+•+ . 7 t\ •+ •••• • 7V IIIIIII • E1-0u(2lS-)I ZCC_5_O,I1 i 0N N If; 0 • • • 11 11 1.111......11111.1 111111111++.+.. 111111.Z111110111111 1-1 11.11"11 .,-111.1. 10M11101.10111111111.1111111 .111 . 11.11111111111111111111111111111111111.111111.1. 1. .11111.111111111.111111. 01I1I • I -' I I .7 • W0-1 7 7 Ct cl r r • cn 8 8 W < 6 7-4> "'" 0 0 0 0 N N a L5 '"c0.3 t-4 cs4 i N.: --- • Lii 4- 0 ci \ cr 7 SHEET v- I C4006 0 t), JOB NO. F v"- - 1 2312-017 §0 . CN1 , cl , . . . • - I 00 0:0"4 ZPItii i SS i SS 1 , ,, I fle ••••*S" / !.., • 04'30 . ... 4, olt, , , 1.1 I,:1, ,,,,, , • I, ,..... „....... **".""-............... . N il .... 0 --__ ......._ 1 i 0 0 • .. g A I """---- -.*- ------. 20 10 20 40' Z ' 1 -------- ' " , r4 NS. - ACB-5 • .,#4r4• k t-k SCALE: 1 INCH = 20 FEET/ * A 1 , . ts ril o›n44:. / „.. ..,,, , m .4 ri?, 1 . N / / /.. / / Iv \-5,.. _ , - 1 1 4*' i, r..., r,,.. , • r..A.csl E--"' .. 0 ru:zr. I . "*".......„....... . ;to CL ,E74, 1 \ 1 / / #, • . ..es ses • / cip ,.., 14 i i E..)El::gm:.. ::"., fs,' 7.,,/ ‘... //400;,--Fii ---- .*s omeraish. S,, , R i•c., ______, --.4„, ,, / \ t ccilk. -.V / ..,.._.7,.... '7010 -- \ ...v , A-7 . ,..-7 0.-- •'i ›e% TRACT A , . ..., 6-- et _ I t. ‘s, ,,,/4. 170id 00 •lk 4 . .04.. ..../ .0 oer, ,O. 0 • CNI . ... .-'-• ‘'' . r•'" . N Pj..149°. .0." .. 0 • -J i • • LL-1 I * • ,.. *, sA'"' ‘#‘°' •••• ofe. .,s ••, % ..\ \ NN ... 00.0 .00 :1111111141.-rn ,110., ovi,,,011 eilil • 444".....11 . Zr' ' "'OP 111111V‘*1.1 .0 • .,- 7 „ i \ 7-00 A ..." isliginift, Ar+ + *, •,• • ... i , N •74,--, #. I i f + + * ..„. .I.,. -. N .0‘... i 4- + + + ............ ,.......04,N, .. .77.".: °I'-' 0--ifiC Itie ,.0 d 1 7 < .• i + + + + + + + + + + + + • 1 + + + + + .+ + + + + + + - ilikAp, /it %' 1 N,,„„,.. " ,..‘*" s. .• ,. / cf-‘ ,004,9"" ,. . 0 -P ' 0- -, & • ----- ,•s° W Sr + + + + + + + + + + + *a / I ± + + ÷ N / 777 I Z W i+ + + + + '•• 401* .,.,.,., .....•111,M.NO ' 1.0 O is 4" l + + + + + + + + * + + + + + s. ,s, 0 r 41 ..." o a. + + 4, N„ .,.... . .-..--,4 g i . , 7 . Li fx 0 i •it''4 .... W + 1-N. .. ,. .,. -es. i + e • c-2 ci. z < x 00.ory/if it + i + PARCEL 2 -- _st 0-0-0- r , , 77v =- - " ‘ , -0 ..-,.. / + i ± i•F , 10101, ' 0° 7 . .„.,„,.. --- ill -: , .1. 77 0 :-- - .-- 01,-;' ,...• *-,...„, V) R 01 . . v + _, ,.,...„, ,.....,..1„,... ...v... _.,- --1 -00--,- ,.....".4;,.. _0.,.., 1 ii+ . + ,.._,..;...„,;(..$.44,i,etp....,... + + \„.. „1,...,,,,......._.r.., ,_....,..„, „.. „,.... A, ...)....„ ....., \*,....„,.1. ,„.„.... 11, '1:4,-‘-.04) . tetil,..4 A.• 411P.V 4VV it '--------÷ *,b,,,-.4,'..''''.'4.7: <,-.1e-*.Z.„,_. --__ ,-.. .„.- ,r-1,044,:k- --:..,....-,-Nr.e.1.; 4 :r9" "'-,0 ,. 4. ' ,74,7,4xVie0 evyirte. ‘,7 ..". 7 < C 2:?..;,•-•.;4'''td!"sW.1.-4r., •-t -,r-.--,' ,' **`‘'...,•,•• ',or. '‘-`.t"4";i:e a,..1„i44,,%`$4•:t.-,- • •S.S.'" ,M•li ,•.;'45`VS,:. 4'•,0:41 %.„.44,,‘4 ,1 , * ./•• • • = I i + i + it + + f' •1:-•„-10 $--'v,...' -.4:‘, , 4 '.4:, .. '.'.1'44410 I .1.1 404.4,1fific , '71-0.'12 ...,..,.- 4,-1-'-.7..-,,,,.;:i,r.:ff:%, ..4•1•.'"n•4:2,fiii5A. ,idk••• ''''''''' 40C''''' - :',-,4 F, ,4.',::::(•4: ., %,,,IX:.-,,,,,,, ' .•••• ••04,r1,,-,4:a %.)- ........ FIR.“, ...., , ,„ . ..v. io.' 415 44 ,,z:". 4; .:Llt:t.4Y.!:.;!:: ,i.., 1,;..4v1:, ,; ,,,,,,,.; - ,vi li + ..w.„ ---.-.-,, legat-..-, NczS:,,Z • . = i I i + fit + + / / V . .0. .11. x.:";•• .2::-7:20A...., , 5, :':r.''::.::.;.- ' : 7:::::' :147 0• • \ ,,,,..• X;' ,,'''? ..., ..."- V ONSITE PRIVATE NYLOPLAST TABLE C*21 , , ,-s-;-•,.f•, .. f;fif,v%:;,, k, , . of4,1' ./\ 2()" 0 .k \ - # NAME: RIM: PIPES: 4 ----------+ ___ , , .....„.„.., : , ikt° 7 . c ..,„.r4 , ,,_ , . , --*..a.v.,./,- . A. 40:00:000,t-01,00,:r: CB-1-P2 133.30 45 LF, 8" PVC, 1E OUT=129.80, SLOPE=0.7% c,50 PRo,c-- Tc.,, ... , , ...." ....?;,..4,„...„ ..., .,„4-74-,,,,s,..• .,„.*:_-f-7-.---- - --L.- - - .7d-.--1, •;;-,..--II...,c- ..--- .-•-yfIg-- ' #,74Yel .,/ , I ' \ , --- -,,.• - '''.:*itisf• -:-.. - , , 3,44 ,-*:,..,,,,c,..,, 41,A, c ;,:o..r. ..-.1- c --- . ret,,-. N.,s,„,. .. 25 LF, 8" PVC, IE IN=129.30, SLOPE=0.7% ,.,,,i.OPi- ... ..;04'....;' ... - , ..,,,, 71...---•f '',,Y.1.4"...,:iv.z.`;',...'-tzt ,,,,,,,,:'" '9',0?-;.,‘i-ro---'1j 0-.).'s .,,,--- ,... _ toss .., (J4G 59PE4' 4..N. CB-2-P 2 133.08 12 LF, 8" PVC. IE OU T=129.10, SLOPE=0.7% 7 7 -. ••••••••• IIIIMINIMMI 111••••••• * (Nr4w . = AkoNa\clii3 .) ... .., ..,.. .1_ - ** ., 0 , ,., ,. „..„,„,,I.,..*„. , „„, t,.. , CB-3-P2 132.19 9 LF. 8" PVC, IE OUT=128.41, SLOPE=0.7% /4- + + + + -1 .„:„..,..... ‘.. , #7? „xtV c,-OREGON + ± i ,- ,, •40 ..,--'4.- ' .' . - 71 LF, 8" PVC, IE IN=127.83, SLOPE=0.7% Cik l'A, 014. ip, iii ..... 7. oi 7 KS1/41* 7 VAP 'V" 21, CB-4-P2 4-P2 130.85 ÷ ," .7 ..,, ? ...,„c,,-. -... 170 LF, 8" PVC, IE OUT=127.63, SLOPE=.0.7% +4.44.1 ,t-,-; .i: ..- + V :- 0 •4# . R -0 4.e• 0 + + , . '-+ ., '''411111111111P- '.I,., ** ' 4 SEE ENLARGEMENT ,,, CB-5-P2 129.28- 2 LE, 8" PVC, . IE OUT=126.24, SLOPE=0.7% RENEWS: 06/30/2018 osOARE6/11€30/eRopany2018 OF I ,----...„ 0 ON C403 . 7V 1 + ,,,--- + ±-------._ . , a + _ '. I Ilk." ./ .,, VESTLAKE CONSULTANTS INC. (WC1) AND ARE NOT TO BE REPRODUCED IN ANY -J 00 \ +A- + + + pc....- WANNER EXCEPT WITH 1HE WRIT1D4 < 66 I + \, + + + + + # \ 77 PERIPSSION OF WCI - . I "I' \+ + + + +./ + - ; \+, : + .+V. ,-K7-77 ., 7 LEGEND ... W>- ‹) V 03 ca za) M cNa I • o co wi .." WATER SYSTEM KEYNOTES: + ,,,-- + 400 V maiNg=men STOR M WATER PIPE " co in L__,,..._-• Cl) 40" ÷ 'er''. ". "'' ..,' .. '''''''' 41•04/1100. 0111.••11. dImilm••••• SS- SANITARY PIPE 7. 4. ' ,-- 0 INSTALL PRIVATE FIRE HYDRANT PER DETAIL ON C501. a fX ..-7, 0 1+ c . , + Ait,, V -Of- EXISTING WATER PIPE 9 18 5 cy, v _ C) 2" DOMESTIC WATER SERVICE. C .- * #,,•-""' ., ---- : . ,- + ,.- +7-v C COORDINATE WITH MEP FOR SIZE OF DOMESTIC SERVICE -W- PUBUC WATER PIPE r m s, f . . (2* INDICATED). X 1 \ C m * -DIU- DOMESTIC WATER PIPE - PARCEL 2 W + + . ,.„1-).\,,,7 D .... 7' cn -- + + + \ C ...-----+ ."-/v 7 0 6" FIRE SERVICE TO FIRE HYDRANT. w z a., 1 2 'A''':'--.. g + + K* \ Z de , X • ,e COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE TO -no- FIRE SERVICE WATER PIPE - PARCEL 2 ..... I+ + 4- + \ 7 + \ ,.. sl cs4 +,...4 + + „,,.-+ BUILDING (6" INDICATED). 5 m p ,-. Zr FIRE HYDRANT 1C, + + + + + „... w w + + 4- + + • 7 0, 6" FIRE SERVICE TO FDC. Li 0 0 0 CI ca + + + +0,0, ."'" ct ..7 COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE TO z z (I) _I + + + ' Ct. + + 0 .." BUILDING (6" INDICATED). (.41'1,,,,„ + + n 5 (.,) 133 a) 03 -- ci 7/77 V 7 csi 04 I ?\(1"1*,;-'‘,.),* , ...i -I N ,/,'-- C.) 0 < 'et ra 3 V 7 ..../. SANITARY SEWER KEYNOTES. STORM DRAINAGE KEYNOTES z $ 7 . tZ ." El 42" SANITARY UNE TO SERVE BUILDING, S=2.0%. INSTALL Fri .1:5 ZS -,-,c 8" STORM CONVEYANCE PIPES, INSTALL CLEANOUTS PER t's1 0,1 1 5 CLEANOUTS PER PLUMBING CODE. 0 . PLUMBING CODE. Li .- 0 d ,7 x z pe) .Z3 7. <> .# , 2 CONNECTION TO ROOF DRAINS COORDINATE W111-I MEP ,w- ,77 PLANS. SHEET 1 (i) INSTALL SUMPED NYLOPLAST 24" CATCH BASIN WITH Ch 4i 7 0 0 •. ‘`:-.-1 SNOUT, OR APPROVED EQUAL SEE DETAIL ON C502. C401 . I . ig h JOB NO I 0 Rc A • 231• 2-017 • z ka... , ?? ' ... , . ,. 1 01 41: . .'""....„......„. , ;14 '073S 0 0 ehe , .10 ...,-- ......, , ,, , • 5. , ....... 0 te, 0' 40' ,...,Z ',.... lieii!!6i ° ii!!!!!!!!! ..... iIt ... p,- ......-,- --... ,... .. .,....... . SCALE: 1 INCH = 20 FEET A '/ Mi›; alm11•1•1. 11•••1M=M i 1 E ..N.N. 0111/1011•110 INIMININIIIIII 14 V) '..4%, **...,, ir, ' -<111111111111111rW" E-4 cv .I.1 401:- ' I ! al a ! ilf :. "----- px,1 tb 'gag i : ,.., -- - 1---- Pz + ........,...410 I i it .1-* si /I iir ,` i --7 + + + ++ +1 i A "" ' : / , I co) 41 ra e: 1 NSWINEft. r..1 ...I 4 Eii,:g i / , , I , + + : t +• , ,,, I . SEE ENLARGEMENT I + 7., 4 44- + + .145szem. r ' #/ # , + + ÷ 4- -4 -04% t. ON C403 1 ' + - , +,./1- + + + + + + It / 0 rifit i \ \\ 1 it N 1i CNI ...1., ,..e•// i • ,... 0 -1 _.,...--) - • T + + + + / * ts I/ -- ''''''' - - + + + + + -- 1 ! .::,..,, •-•• ie , ,-- + + + + + ...Ial 1 — * i‘ + + + + + ' , ‘ / l / \ + + + + \+ + + + LL1 / # 1 i 1 4 Ar ,-, Ay / * . ir . ,... , # \• 1 / < d 44) 1114•1,1k*- . .,\\ . i / s•• i' I" ,,, / .0"-.06. 0 / I I a_ ce i \,* i' ' / 0.. 4s,•7(.11'a* 4,----' I „ _ L_Li cK a- / , 0 • / 00 ir . .41..... (f) ris . ., . s as m if /iv -,...,,,, -....o;;„, / : ,,f .4&,, - :Nke . i , .6r . '`, 0 7 -... / i 40' ' -' , . ..%.,, , ...., 0 /: \ /4 / 1 I 41t/ -, '%*- = / ; I / ., '••• / , f i , i '‘. 43 , „,, , i 1, i ' N ” . / i 4 , ' * / ,.. LEGEND i l ;1#,/ i ...--- ...„ * „..- 41,11:0/ / V 56-.) PROp,„..„ ...... . 4, 4„ / , --- \ gelste=wgzsz STORMWATER PIPE ct ,...,‘GINE,c% --i 11 / / S e T. + 4 kt .....'.. , i , i IrW OLDCASTLE PERK FILTER VAULT ir. •Pi, /... :. ! Ap , , , k / ...,. , / / ..."` • • 4. , i - - Al& ' / ...-7. + """'"'Sr,""""' SANITARY PIPE OR GON s ' --- + ..---XW— EXISTING WATER PIPE •PA,_ --me-- DOMESTIC WATER PIPE — PARCEL 2 ',94) ''Sx)" 0 R. SO P i ' - # n —FN2--- FIRE SERVICE WATER PIPE — PARCEL 2 / _-+ ' ? RENEWS: 06/30/2018 - • ,- + 4" ci 4 ,,, „ . THESE DRAWINGS ARE THE PROPERTY OF g ' .**"..." ' 7- ....• , ' IIIESTLAKE CONSULTANTS INC. (WC)AND ARE NOT 73 RE REPRODUCED IN ANY ......1 MANNER EXCEPT WITH THE WITTEN 1........< co \ /*/ j + /' 4Ir , • -41. of° PERUISSION OF WO 66 Z.* +//1/9-ile:-7.1.1.—WA ,) + WATER SYSTEM KEYNOTES: I-- 1s ' r i ,..... , , 4, ,,,-+- ----; + e' Lis:: . if - , 4 "!... A ..-. + ' * e ''''+ #1.4 r.-,\ EXISTING WATER LINE PER ASBUILTS. co Co +/....ir'° ir 4/ , A -- * 00 i \-'-/ NOTE: CONTRACTOR TO VERIFY SIZE, MATERIAL \ s * ÷-f-/ r # •,, --IiiCONDITION, AND LOCATION OF PIPE AT POINT OF a) co ,,, s,: (19 til \ g 41 '' VP ,,i3•411 , ----' • # . CONNECTION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 53 53 tra) 1.8J „ ° 7 -, 7+ . ri\ 2" DOMESTIC WATER SERVICE. STORM DRAINAGE KEYNOTES: i— bk ‘P 'V / \ k .4-• .46,# Aorr \---1 COORDINATE WITH MEP FOR SIZE OF DOMESTIC SERVICE g M i \ -- --- iv (2" INDICATED). 3 C./ ;- .9'''''it, ,.. CO X .0.A f + .... 0 EXISTING SLEEVES THROUGH WALL D Li.i ts. ,.:1140pp i ‘1 4 +,... 6" FIRE SERVICE TO FIRE HYDRANT. 81 0 ..„."" # \---/ COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE TOz ." crui a. (.4 r ® 12" STORM OUTLET PIPES IN SLEEVES. 1.- 1-- 0 1 flollPl. k BUILDNG 6* INm m p 0 ic ..". PARCEL 1/PARCEL 2 I ( DICATED). ri) PERK FILTER VAULT AND ASSOCIATED STORM PIPES FOR fieu ffi a. Z Li 00 i PROPERTY BOUNDARY \I'''. PARCEL 1, SHOWN FOR REFERENCE. SEE PARCEL 1 PLAN cL a. .1:2 — (..) ./, -PA 7 SET. (.1 c.9 C)vCI z z ...i Q1 :-? SANITARY SEWER KEYNOTES: c-,-,), INSTALL PERK FILTER VAULT OR APPROVED EQUAL SEE 5 9 8 5 `-:-/ , DETAIL ON C502. 5 5 CO CD a3 ; hi hi n SANITARY MANHOLE INSTALLED UNDER PUBLIC WORKS r5) 8" STORM CONVEYANCE PIPES, INSTALL. CLEANOUTS PER 0.1 -t9 ri)k 0 / \ 'I/ )i 7'' ' mm PERMIT. re ....j `--' PLUMBING CODE.RIM=130.07 INSTALL SUMPED NYLOPLAST 24" CATCH BASIN W111-1 a < CL CL 11.1 IE IN (4" NE)=118.94 — PARCEL 1 ‘=" SNOUT, OR APPROVED EQUAL SEE DETAIL ON C502. el c4.I ' 0 8 W\ 1E IN (4" SW)=118.94 — PARCEL 2 7 7 1E OUT(8" NW)=118.74 cn 8 8 W < * z I I < eL ..c. is• 1••• C) oh • in 4" SANITARY LINE TO SERVE PARCEL 1 BUILDING. SEE 0EA 5 5 .) ••• PARCEL 1 PLAN SET. 5 hi hi ' I IA -- ,....: n 4" SANITARY UNE TO SERVE PARCEL 2 BUILDING, S=2 1 0 0%. fx z to `G mai INSTALL CLEANOUTS PER PLUMBING CODE. (..,' SHEET I <N" 4-3 , C402 10 0 1 g gr.-- JOB NO. ft"-- .2.' 2312-017 §c) ... CV CIL:3 • Nivii... • :101,..H-' 1,0.4.„. 0 ittc‘ii co,i6c?'" i 4 N a:0 :', Ca4 ....s. go 5' 0 2.5' 5' ID sil ,....>".* • 5. SCALE: 1 INCH = 5 FEET 0 -7.- -I --"N 1 "N ---N-. \ 47, --..., ...., 1 • I ci.1 1 , dit hs til E5 K 44P •47, liwi:10011 ' '--- \\I\ I 1 .4•P --....., ‘,..430: -,„ 40,1101:-..0,,- .• ,-, •,, ,,.,0-, .-, r gt0 ._ 04,1A40.• Cif) ti .."'\.,....,„ tigalke• •••,-- _ 44\1\• e...1•000.• ril4 Lt ggf) \ • ,400•00101-1, cs) 4 08 \....._ '--• ,., 111%%% otir ., ,.......,,...., , _ TO ''' / LI \ 14\.\ ...).,pla 0 fflk --,- . %."--....„..,... --.'''''''''''''' ...".•---„,..] 4\ .IV ...., 7110161L:watl : 1:0:311:: / 4* '•s, . \ - nt?....... -r 411fry''srAlt, vira...4404100F426.4.......47.012* #111110.........0'' 7.';':'...:1: 4) (N • ± i 1 ---..., + + + ± + ---- ± ---, +0/ --....... 4 / dVT . X\F + 40: / + '---- + 7± ± + + —/D4P/0".1.#‘ (#r+ V lI1l1I'-----. iv- ± V ± / ± ± ± ± ± +,,...„. 1-,.447P%%%%1147# 17PN441NIN464* -.....„ ± --, ----'-.- "---, + '''''''--.. + ± 1 ± ,... ,,,.. -1.'-- -,........... + + + ...... + ± --I. #112....... 7 fr, nt?.......„ V 7. 1 ..-7 7 0 , 71 " I 7 7.- I I I I 1 I 1 I I I I I I I V ..‹.J LLI (..) CL, z Iw z 0 o tX 0 < w -I Lij Cr Z 0 Li CS Z = CI (i) 1:3 ± ± + I ± + 4- ..---- 7 I 1 I • ., -"** < 7 • V = WATER SERVICE CONNECTION AND FIRE SERVICE VAULT ENLARGEMENT .." 1 , 7 C-2. • , 7 I . +7 = y C:21 I .7 , I :,,,„„--- ,... I / I \........V 7Th 1 • ,... , pRop . .., 177• : I :244.*****111:::,}s.. ,GINE-4.4N .4L,,,,,,, <<e L. \___ I 9PE FIR HYDRANT AND FDC ENLARGEMENT VIt' 1 9))3111 o- GON CONSTRUCTION KEYNOTES: Nt'41711#: 21, /7\ EXISTING WATER UNE PER ASBUILTS. R.R. SO' ' •Q \-:-/ NOM CONTRACTOR TO VERIFY SIZE, MATERIAL, CONDITION, AND LOCATION OF PIPE AT POINT OF RENEWS: 06/30/2018 CONNECTION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER THESE ORAVANCS ARE THE PROPERTY OF OF ANY DISCREPANCIES. WSTLAKE CONSULTANTS INC. OCI)ANI) ARE NOT TO BE REPRCOUCED N4 ANY ...j ISD 0 INSTALL PRIVATE FIRE HYDRANT SEE DETAIL ON C501. MANNER EXCEPT WITH 1HE WRITTEN PERMISSION OF IC < i — 4,.ZNp•-;; ""- 1 1/2" WATER METER PER CITY OF TIGARD DETAIL 521 ON • LEGEND C501. c.Uc_)., t2ciof 0w5le 5a4ll r.mm.-.- ("": 2" REDUCED PRESSURE ASSEMBLY IN HOT BOX —XV1...-.. EXISTING WATER PIPE . \---/ "HYDROCOWL" OR APPROVED EQUAL, PER CITY OF TIGARD DETAIL 554 ON C501. -51.3 2 i o' Cl)1 —mu— DOMESTIC WATER PIPE - PARCEL 2 o ce COORDINATE WITH MEP FOR SIZE OF DOMESTIC SERVICE 0 —no--- FIRE SERVICE WATER PIPE - PARCEL 2 (2" INDICATED). ELECTRICAL CONDUIT NEEDED FOR ...1 E- in ELECTRICAL LINE FOR HEATER WITHIN ENCLOSURE. .( H c, FIRE HYDRANT COORDINATE WITH MEP FOR ELECTRICAL CONDUIT ROUTING. 5 i m Ct ' 0 e '\) 6" DOUBLE CHECK DETECTOR VALVE ASSEMBLY (676-WA), Li e 1 N ‘` I PER CITY OF TIGARD DETAIL 533 ON C501. COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE (6" t: i= 0 ,p, INDICATED). TWO SEPARATE ELECTRICAL CONDUITS Lata 0- dr....- 4.1 NEEDED. ONE FOR POWER TO SUMP PUMP AND ONE FOR 0 o. rk- (3 LOW VOLTAGE POWER TO FIRE SERVICE UNE CONTROL 0 0 0 CI a.x VALVE TAMPER SWITCHES. SEE MEP PLANS FOR CONDUIT 9 9 '8 5 SIZES AND ELECTRICAL ROUTING. 2 2 CO -.R 6 FIRE DEPARTMENT CONNECTION. METAL SIGN WITH RAISED c N u z C\I 743 V-7./ LETTERS AT LEAST 1 INCH IN SIZE SHALL BE MOUNTED d rid a:Q TO THE FIRE DEPARTMENT CONNECTION. SIGN TO READ ge —J Q., "AUTOMATIC SPRINKLERS". METAL SIGN ON FDC SHALL W 3 41 41 0 0 HAVE A RED REFLECTIVE BACKGROUND WIN WHITE , 0 0 c--s- REFLECTIVE LETTERING. 7 7 ct -.-- /77-7\ FIRE SERVICE WATERUNE CONNECTION. SEE TUALATIN (n 8 1**:', W < Ls 11/4•:-/ VALLEY WATER DISTRICT TAPPING SADDLE DETAIL #8 ON 6 4 4 cl a- ,--;-,- C501. CONFIRM BUILDING FIRE SERVICE SIZE WITH MEP. rh 5 6 5 01 CNI r\ W ..:-] p\ DOMESTIC WATER SERVICE CONNECTION. SEE CITY OF x --- o S5 pr.) 1 N V:./ 'TIGARD DETAIL 521 ON C501. CONFIRM BUILDING WATER r- ,-, SERVICE SIZE WITH MEP. SHEET • I(., — • ---s 0 6" FIRE SERVICE UNE TO HYDRANT. .0) C403 .. ,;-, COORDINATE WITH MEP FOR SIZE OF FIRE SERVICE TO ; 1 z \----7 BUILDING (6" INDICATED) JOB NO. 2312-017 §c) 8,-') _ (NI 1" 6" CONCRETE W/ LIGHT BROOM FINISH r- 1/2" RADIUS TYP. m y FINISH GRADE 0 BACK OF CURB �,. , mom► s r 1.- LJ 3#-0" i % '''''-\-e-' [ 72" ,, . 44i • 44 1111 • 54 > Ali 1/2" . .w . n'5/4" o Y c ::1:::1 SIGN - . j/ tbo"0".":":„.0„,"°--.") 5 1/2" " �' RESERVEDNOTES: 5/8 44. CRUSHED ROCK "• rn at"4" WIDE PARKING STRIPES PA#NTED WHITEPARKING SIDE VIEW • SPIKE1. ACTH ST GROUNDTOP VIEW 0'-° °3 °fla a 2" CRUSHED ROCK �� ' SPIKES (AC INSTAC.LAIION} ___- _,)0 ( it, --I _iiirl= _ + ate -__ SIGN R7-8 UNDISTURBED NATNE SUBGRADE �—�T PRECAST CONCRETE WHEELSTOP Hlerg41...1 °' 36 NOTE: EXPANSION JO#NTS i 5 O.C. MAK. 7c- � NOT ToSCALE6' OSU VERTICAL CONCRETE CURB a �EXP RE w ��Q NOT TO SCALEvi • CURBCONSTRUCTION JC?INT ,��,�► � ��z Aioy HANDICAPPARKING EMBLEM - TYP. �.ry . � 6" f ,� � W a;yHPANTWHITE REINFORCED CONCRETE7g" _.• �t___ - � ASPHALT SLAB ON GRADE1"Rij2"R V s SIGN R7-8P _ EXISTING GROUNDivo := ° .c-�. 2? MINj59: MAX -TAT EX#STINGI QESSLE __ _'.f, s�+ `f UTTUTY VAULT, „digigi 3 �E e3tV #It*�# L� d d ft��f' 1 eadi . L. +►. i .► 2. -.s a<"$r - .ria•', i_i NOTES: ..Zi ��.-�. ,. �� - III II1-1I1- 1. BOTTOM OF SIGN TO BE PLACED AT MINIMUM HEIGHT 4NSUBBASE „# �. ` # , � — � � OF 5' FROM GROUND IF THE SIGN IS MOUNTED ON " : taib _ %uk „ —' --� I -- PARKING STALL - 9'-0" LOADING AREA - SEE9 #= `r#� L 1 ( # ITHE S R BUILDING. OTHERWISE, 7' OF VERTICAL CLEARANCE �•-�-� NOTE: l' +— . '�` 'Ai'; ' '�" 4' c I `;� I I !—I I -"- ARCHITECTURAL PLANS REQUIRED BETWEEN THE BOTTOM OF THE SIGN AND COORDINATE EXPANSION — z.#l: �"# ( f� THE GROUND UNE. JOINTS WITH SIDEWALKS _ T I.� _ V° 1 i': 11--1 I #-- I I I-111=1 II I I 1-10 I 4 III _HI------"III: "`' ADA PARKING STALL ADA PARKING SIGN 0' EXPOSURE CURB I I _ 1 11--I -._• _�._-�._-. I-- ' ----III- C.�..." { ._ I "- y . . i . . 11... 11 I---=1 I I NOT TO SCALE NOT TO SCALE I #_I I I L L i-�-I i j : -i8" NOT TO SCALE - 11=1 . —' I ` 1 1 1=- 1 I 1—I 1 1= "I I ._I I ILEI I I-----•Ili=11 I i i '— O 0 GEOTEXTII.E 3" MIN. OF 3/4"-0' W IX J FABRIC CRUSHED AGGREGATE 0 "" MODIFIED 6' EXPOSURE VERTICAL CONCRETE CURB C".: '' c; t:i NOT TO SCALE - �~� Qci ►_ (4 -� 6" WIDTH PER PLANS C. :J 1/2" RADIUS SEE NOTE 5 �✓ / CONSTRUCTION JOINT 6" CURB EXPOSURE ,_2% PAVEMENT . ;r.s Lai.=11=11=-11 11P II,=IPII ` '. =1I=II=IIFAII=1L .II=II-' r~ 4'- •., - — I--=-I 2" OF 3/4"-O" BASE ROCK COMPACTED SUBGRADE 2" CRUSHED AGGREGATE BASE "-0 4" ASPHALT CONCRETE SIDEWALK ADJACENT TO CURB (LEVELING COURSE) 91% OF RICE DENSITY 95% OF MODIFIED PROCTOR AASHTO T-209 ASTM D1557 � � ,., -, � �s _- .- � CONCRETE W/ LIGHT' BROOM FINISH LANDSCAPE WIDTH PER PLAN • s - � � - ,. 1/2 RADIUS TYP. O",� s PR PER LANDSCAPE _ Kms- -� 1 A IN 4,N, PLANS r•-�- -+•_�y`�`��•- 6" r EXISTING GRADE 0 BACK OF CURB .......647' � �G �'�" E PAVEMENT +r" --t1--.11_ .Mil II--IL#11#1I� #` #�14.#4+4.#�+4.#I4.#-��-.. 4.#-4.#�*lb�•y.� a t \ O ON II=II- il -JI--�I .I[-IL '" SEE NOTE 5 =- moi S r v0 '�~� o� * �`- �►. .■:Y ,g 4 i`, 6 ",q4! Zi, �(pli t ji 2" OF 3/4"-0" BASE ROCK /\ ,� , , �,/ / .4 \\\\ 4/4ilt R. ��• COMPACTED SUBGRADE \�\�\�\�\�\�\ . \ \��\�\�\�\�\/ 2 " -4 \\�\ \ \/ \ \�\��\��\��\�� > RENEWS. 06/30/2018 SIDEWALK AWAY FROM CURB /\//\//\/j\�j\/�\/� /\/ // // /� // // i THESE WINGS THE OF NOTES: \� � � � � �.\�\..\�\\�\\�\\�\\�\� ° CONSULTANTS ( ,)ANS cziPAVING a MANNER PERMISSION EXCEPT V NM n w raw < ARE NOT TO BEREPRODUCED INANY 1 SUBGRADE PREPARED PER 12" CRUSHED AGGREGATE BASE 11"-0 • - 0 1. CONCRETE SHALL BE 3000 P.S.E. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE GEOTECH RECOMMENDATION 95% OF MODIFIED PROCTOR - _ N OF 1-1/2" TO 3". ASTM D1557 ,. CONCRETE ix Li wr r'i �Oa a.R co • fl a0 so CO CO �� a a 2. PANELS TO BE 5 FEET LONG, UNLESS OTHERWISE INDICATED BY OWNER. TYPICAL PAVEMENT SECTION °a Q ° o ao�o °° .4 a CO t 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, PER GEOTECH REPORT (2016-10-07 BY GEOPACIFIC ENGINEERING, INC.) a �, • • ©m 0= UTIL#TY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. NOT TO SCALE 0 - .I o Oce*pa,.°,t-0°.4 y.q,,..+,,0. 4. FOR SIDEWALK ADJACENT TO THE CURB. AND POURED AT THE SAME TIME AS THE 1 CRUSHED ROCK as Ce CURB,. THE JOINT` BEEN THEM SHALL BEA TROWELED JOINT WITH A MIN. 1/2" RADIUS. w N UNDCSTURBED NATIVE SUBGRADE La a 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE z c CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. m m F Ca L.-� OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. �- Z CONCEPT CONCRb 1 L CURB-WALL (W-241 _0 . 0 o 6. EXISTING TO NEW SIDEWALK JOINT CONNECTIONS: CONTRACTOR SHALL PROVIDE -DOWELED z w ---I CONNECTIONS, OR APPROVED EQUAL, TO PREVENT DIFFERENTIAL SETTLEMENT AT ALL JOINT (SEE PLANS BY OTHERS FOR DETAILS) a • = CONNECTIONS BETWEEN NEW AND EXISTING SIDEWALKS. DOWELS SHALL CONSIST OF 1/2" NOT TO SCALE m ' 173 REBAR EMBEDDED MINIMUM 6" INTO CONCRETE AT 3' O.0 AND HAVE MINIMUM 2" COVER. N C" El) CV a CC W J OO. a w Q-zPRIVATE CONCRETE SIDEWALK r " C W NOT TO SCALE Q ¢ 0_ ri 5 N N I N N SHEET `I • ii P.O , C500 0 , z 3 JOB NO. "f 1- 2312--017 §N • • 1 CITY WATER DEPT STANDARDS PLUMBING CODE F.-2.0' 1 z 12" BEHIND SIDEWALK SIDEWALK ADJACENT TO CURB 12" oa OR BEHIND CURB SEE NOTE 4 ,:• MIN. , -0- WHEN NO SIDEWALK THRUST BLOCK CITY APPROVED 0 11- ,... .•, ., ,�{ -s=a ts-* omBACKFLOW DEVICE FLANGE COUPLING BREAK FLANGE �. ez." F - o` Amu,RETAINER GLAND • 18" SIDi WALK 1S QASfi IRIN 910. �s>�rri, I {;# .0 I *�`ter ;'i■ p" ADAPTOR MIN 3 MIN. VALVE 130X TOP - .. o 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX .a j * `� 6 MAX. • ��*, j ME ILK W/17"X30" ROTOCAST LID W/TOUCHREAD HOLE 1(2" MIN !i�'% !/'`�J/ j..A _. _ , • 1- �•,•�'•'•' -r`,r ms's -a�'r, r� FLOW ,��I mal•••■11'1,114// 1111,4/ `Ili. l ! ! l� :. ... ........:.„ a '�• „�` - ,� 1 ..1;>: 4�t ► �7� ! f'�11Jr`�♦♦ -177,--.07-7/:1,'607.;�' " :: ::-= = �' %' :`` ='~ SEE NOTE 5 t I ,.• , .z-, ,. . .• .:er. MEGA FLG �� .� FIRE DEPARTMENT 1 1/2 4" DRAIN .RO \\N,• /�`. X.44; ``- • • . ;•`$ • 0 u3 -_ •, 4:1"fo -+,,• i'.4,;°:. ,� „, iiArertr ,.iiiri FLG OR EQUAL 1� :. . ',a-4 -�:.0. "0,e",;•.4-4-4.-AA ?- Z ,., , i.. ,i,,.' ...��. *;�M{M�i;. s ' 6" 'F CONNECTION 0: a t. • TAR PAPER MOISTU �r ;i ,•� 24" ,•. :.: MIN. 24" OPTIONAL AT THIS 4.f.,-.. 6" DUCTILE IRON PIPE I MP.PLAN OSHA APPROVED LADDERLOCATION •••• ••• PAPI;�;� Il�lid MIN ar••' ,., - M�-f " ----....:.--•%-k...:';$ WITH ALUMINUM LADDER ( •1:1• RESTRAIN ALL JOINTS W/ a HOT BOX :.• • ; �; -=,..., "FIELD LOK" OR EQUAL GASKETS i ..-.,. _ . :_:.. - . " 11/`` _,.•--. = "HYDROCOWL" �,• �,,•-SEE NOTE 9 a WYDROCOWI 2 FLG X COMPRESSION ANGLE EXTENSION BY UTILITYiill iiII: •-•s.,..' OR EQUAL /��r1��I�m��, �"STOP (FITS 1 1/2 APPLICATIONS) VAULT H F- 7 l :;,...,.:*,,,•1111..1.17001111111imimimmimim:,..; -, . , �' ' CONTRACTOR TO SEAL ALL ♦ " r`e � �I�111111111111111�I11m��, OPENINGS IN VAULT WITH ♦ e e /0"�� '�' " I I I I I II L I I MJ X TAPPED PLAN 0 � �j/1j . 6 f;�EGALUG RETAINER s � �� ' J 1171! NON SHRINK GROUT PRIOR STANDON PIPE STAND H • cIa0z ----7 2" TEE TO BACKFIWNG GLAND (EBAA IRON) SEE NOT 4 " �--� 4i 2" TYPE "K" 3" MIN, 6" MAX. CONCRETE PIER 6" GATE VALVE APPROVED DEVICE SUPPORT 3 AND LARGER. BLOCK SEE NOTE 8 Cn F' �� COPPER PIPE DRAIN TO CURB OR FLG. x M.J. ,,, ,�, 0 gag GROUND LINE -r L. M.J. x 6" FLG. TEE In: . X11: 90 BEND FLG. z a a�� -, Fld.,,,-"FDAYLIGHTSIDEWALK WITH PLANTER - 2.O' 4\ w SEE NOTE 5 i1 � .- t•Wili> l{�� RETAINER GLANDp w v� " STRIP AT CURB o 11 ,�- � , iiituw v - .._ .. 3 MIN CLEARANCE " SPOOL FLG. x P.E. U COPPER BENDS MAIN UNE 1 ON OPENED- SIDEWALK _ = 30 MA = - LENGTH VARIES '"'' j AS NEEDED OS&Y VALVE _ !� 3" MIN. BREAK FLANGE .ems'*►` •.'• • - " h..', MEGA FLG OR EQUAL U-:-• MAX. �' � - - •• --6 CONCRETE SLAB Z 0 , M=. .,:' :- 9O' BEND M J �}<,: , . W �, INLINE CHECK VALVE :4.1.1:7S-1./\'":4- < :'_'" •... '"•':: . :.i..4 - *-.\%1!.. ,• WITH THRUST BLi c ��;_,._; : ,'` ' 4" LEVELING COURSE �" E 2" MIPT X COMPRESSION CORP a _ _! ��J...........;..�•,.•� /♦/ ►'� `� ♦ _ ,.,,� «,,. ... " %I`f I s / / r/,i`,I,sl a .. .s..:•-..�,.. AND MEGA-i.UG RET • NNOTES: ` `v�►�1r j :�!-i•i p4.•«:. ,*•-•;i •fs•�� t.s,•-.�.--.� GLANDS (TVP} 3 j4 CHRUSHED ROCK e� ''''..e.4.1.1.1%,.r +i,•i••ir sr R�r •ir•i. `.:�" _-" SEE NOTE 6 CONTRACTOR TO INSTALL �� MIAiElw��,s.�.�:�i,l�i ' •�.•� •.•�,,`•_' ,•..��...._ •Arisr►�."lamoia vileli'� RODENT 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6' MJ, 5 1/4" »rl1 �'I, , • CONCRETE BALLAST 3 CU. YD. " " Z SCREEN MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION. NUT, OPEN LEFT WITH THE FOLLOWING: MIN. WHERE FLOODING OR I STANDON ! HIGH GROUNDWATER EXIST-- 44 V - - PIPE STAND` E A. OIL RESERVOIR ELEVATION B. BRONZE ACTUATION NUT NOTES; y {TVP.} _ter DRAIN TO DAYLIGHT OR C. BRONZE SEAT RING INSTALL SUMP PUMP D. WEATHER SHIELD CAP 1. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED IN A LOCATION NO•ES CONTACT CITY FORAPPROVED BY CITY OF TIGARD. ELEVATION PUMP SPECIFICATIONS E. SAFETY SLEEVE COUPLING 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO " " 2. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE INSTALLED HORIZONTAL AND PLUMB. F. THREADED NOZZLES WITH 0 RINGS METER LOCATIONS. HORIZONTAL .& LEVEL. G. NATIONAL STANDARD THREADS 3. ALL CLEARENCES APPLY TO OUTSIDE. IN-BUILDING, AND VAULT INSTALLATIONS. 1.-1_ 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN 2. SAFETY CHAINS TO BE REMOVED. 4. TO BE INSULATED AND/OR HAVE A HEAT SOURCE TO KEEP ENCLOSURE AT SERVICE TAP INSTALLATIONS 12" MIN 3. HYDRANTS TO.BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE. APPROVED 40T (NFPA 13-4-5.4.1.1). 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO 24" MAX BY DISTRICT ARE MARSHALL, 5. ENCLOSURE SHALL INCLUDE A BORE SIGHTED DRAIN TO DAYLIGHT CAPABLE OF BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS FIRE DOUBLE CHECK VALVE ASSEMBLY ' FLOOR TO BOTTOM 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. DRAINING A FULL REUEF VALVE DISCHARGE. SEE DETAIL 557. NEED TO BE AT A MINIMUM OF 30" APART. S UTILITY VAULT OR *EQUAL BILCO DOOR OF DEVICE 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 6. 4" 3/4"-O" COMPACTED GRAVEL LEVELING COURSE Q SIZE WITH F.O.C. 'WITHOUT F.D.C. oR *EQUAL 6. IF SUBJECT TO VEHICLE: DAMAGED, PROTECTIVE POST TO BE PROVIDED. 7. A DOOR OR OTHER APPROVED ACCESS SHAD_ BE PROVIDED. fp-- 4 676-WA 577-WA J-5AL 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED1/2" 6 687-WA 676-WA J-5AL BY ENGINEER: 8. ALL ASSEMBLIES 2 AND LARGER SHALL BE FLANGED • 9. ALL STRUCTURES TO COMPLY WITH LOCAL BUILDING CODES. 8 5106-LA 687-wA JD-3AL _ $, THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 10. DETECTOR METER TO READ IN CUBIC FEET. 10 5106-LA . 2106-LA ' JD-3AL 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER TER (OR EQUIVALENT) * CITY ENGINEER APPROVED EQUAL ON THE 4 1/2" PORT. 11. INSTALL 3/4" REDUCED PRESSURE BACKFLOW AFTER DETECTOR METER. I Z NO SCALE O CITY OC TIGARD APPRrnED NO SCALE CITY OF TIGARD APPROVED NO SCALE A CITY OF TIGARD Ammo Bks APPRor¢D BR C� OREGON THEODORE S. KYLE. P.E. �„ OREGc1N THEODORE S. KYLE. P.E. OREGON LDRI FA1lA. P.E.. GI TY OF TIGARD NO SCALE W ENGINEERING DIVISION Z do 1'�1/2* DWG. Na 23NGD1EEHING DIVISION DOUBLE CHECK DETECTOR r " SIRE HYDRANT ,, 'THEODORE S. !(YtE. P.E. � C', 1 PUBLIC WORKS DEPART6SEN! BiCrE191 W O CITY ENOMiEER DWG. N0. Etlx# iklFllt, MG. N0 ENGINEERING DIVISION DWG NO. ENGINEERING DIVISION Ce J PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT my KARD B 131263 W.HAL•L BLVD. 13126 S.W.23ALL BLVD. RR _- BACKFLOW (ABOVE cel) 55 4 '' rri:',=: 131TS S.W.HAIL BLVD. ,: JANUARY 201 VALVE ASSEMBLY TIGARD,OREGON 47223 AUGUST X315 ASSEIIi18LY zt: TICARD,oREGON9722T JANUARY 2011 WATER SERVICE �'If.,rl1R>O' voII E(se3)639�m �+� -TIGARD vo1cH (603)634.rrn +� 06?)fawn ZI tse3>w 6.39-l APPRONI�DATE FAR:(w3)3)639 1 APPROVAL oA1E �✓ Cs 1RD Yacs� "' VOICE:TIGARD,OREGON 47221 JANUARY 21311 17Az . c91-72PT APPROVAL RAW V� dC VOICE:(503)6394M _ - • - - _ - _ PAX:(603y694T297 APPROVAL BATE Cr W p C •• • PE. -, .i.-,...1 -,,,,:„.4v#11= li . tt�' il 4 `C. 111 El 11 11 I ;��r � i� SII. 'lira >23.111. 1 �� I.� _ TRENCH WIDTH :....r.,,,,,,vr, ,,,,,,,,,-,v .- -.. , , % /\,/ , ,�r"\� � \�..,,,,,,,,,..„,„,,,,„,\<,„,,v7 f '`\`'�'��/'/\ ` /�"� /� �=' , AS REQUIRED i + / / 114 lob 11131r) PLUGGED TEE PLUGGED CROSS . BEND P1 LLUG OR CAP • MIN i• / / �/ r/ '+ ; •- :.- , ...• -• ••'•~ ,x, r45413 PRO,c• ta ..,•,,,,,, f• c), , .......... ..:..,... .... .... ...........,:. , ti �� 4P ■ :I Ma NMI j •p. 3, - - • ik ‘. / /�/,. -.•• •': _ ,f4*- .r•. •. •. : .••' �j/r /11 �M► k SPE pii4 . .14 is.A En NM > I 3000 PSI .•• -••• • % * •,:, ,/ �'.._ • . :. .; - .RECON Y''. x�; s COMPRESSIVE STRENGTH ' ; ' 4 x/ Q R. v'9 „`1. �, ,p 21, 1 :6;- `:.-�- 1 •'.•��. JI. CONC. THRUST BLOCK ��/ :: F AGAINST UNDISTURBED :.; BI rtaar r�r till rtsr r61r1 r�r r>. _ =1= [I.=1 EARTH-BEARING AREA .. - s s• Eli ■1 IL fii tow Ail Au�Iiii 1 'lRO R. SO a LATERAL PLUGGED CROSS TEE �•-.1 �� 1 '�`'' ON BOTH SIDES OF PIPE 0 mairnrLALLA.rrri (CONCRETE DIMENTIONS TIE RODS WHEN :,......,...•, RENEWS: 06/30/2018 CONCRETE THRUST BLOCK SCNEDU EF MINIMUMS - , SECTION MANUFACTURERSIAS ER 420 . ._.. . , £ � REFER TO DRAWING NO. 56 1 # THESE DI7Av�IacS ARE THE PRo°ERTx of 4 FOR BEARING DATA) " RECOMMENDATIONS PROFILE VIEW L--' 1 TABLE ARE CONSULTANTS INC. (WO)AND (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 12 ,�."....r., ARE NOT TO ANY _J 6" FITTING 90BEND, TEE, OR 454 22 1 j2' 11 1/4` MIN - ""'-"' MANNER EXCEPT WITH THE wRIT1ENaC s BRANCH THRUST BLOCK I SIZE (INCHES) PLUGGED CROSS BEND BEND BEND �i :e�;``e�.4 a" ~� TAPPED 2" }.: A PIPE WA BEARING ARFa1 N -- •-- ````Q�.```�``��;r . :., ..•1 1 �.��1 �4 PLUG, CAP �,} fl PF) 4 01.9 01.3 / /< i ♦ . , } L✓c.IiJr•%/�/i.•Ii li.• _«:• { °f-b°. ' OR OTHER 11 m Qy 6 04.0 02,1 01.3 -- . - FITTENGS AS ;�; 8 2.8 a 8 07.1 03.9 02.0 01.3 :.«�: REQUIRED - II 8 5.0 `�' 12 16.0 08.8 04.5 02.3 �; : 4; ,. 12 i1.3 -5 - om W m m i: ce 16 28.4 15.5 08.0 04.0 ••:--- ' KEQIES► •0 24 64.0 34.9 18.1 09.1 1111 4r•. A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK 1-- t .•, ..Irqt j :,• S'y SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) 3 X ; ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ,-�r .• '•'• 3'0" B. WRAP TAPPING SADDLE AND VALVE WITH S LAYERS OF 8 MIL POLYTHEYLENE PRIOR 5 ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO d ,, e e t 1 e • f �► t �l�/e�e�� TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM �t W N COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING /'//I'+!.+''''('lf/Q�;,Q�Q.`�I� *4: '� �' e"/S/'/./ CL ♦ ♦ ♦♦ ♦ BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE- c z STESSES, USE THE FOLLOWING EQUATION / • / I / / RETAINER CLAN �!�: !'/ C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. o /.ie•ii-# a•-r ` DITCH UNE 3 F 0 BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) • •14•* D. LINE-SIZE GATE VALVE (FLG X MJ). Cd 2'--0" 1:�' ' 4'-0" E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. a 0_ E2 - NO1ES;. MIN. MIN. MAX. z z uv) © �. 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER SAL NOTES: 9 9 w _ n 8 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL N0. 561 • PLAN 1: BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE • 0 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. S TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE m m m ..; 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. RETAINER GLAND(S) SADDLE WILL BE INSTALLED. N N b 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON S QUANTITY BASED ON PIPE SIZE --I -J CV THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. L c�i "° 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE. STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF cr c J ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURES) AND ALLOWABLE SOIL BEARING FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE, a CLLli -- STRESS(ES) STATED IN THE SPECIAL PROVISIONS. 1. END OF UNE BLOW OFFS _ 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR ,,, N 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON FLANS TAKE PRESIDENCE OVER 2. BLIND TEES PRIOR TO TAPPING. • BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 3. BLIND CROSSES 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. 8' < fi THRUST BLOCKS ARE IN SQUARE FEET. 4. VERTICAL BENDS 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFIWNG. z 1 tat a_ NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT TualatinValley Water Distract DESKINEtt PDS DATE 61112012 5 04 cs1 I fin'OF TIGARD D BY` NO SCALE CITY OF TIGARD APPROVED Br NO SCALE { ' /�j� { DETAIL - p O t1 oftecoN THEODORE S. KYLE. P.E. OREGON THEODORE S. KYLE, P.E. t =^ I�x TAPPING SADDLE EtvGINEBRD3GDi4[SION a o+a�E,I - STANDARD THRUST DWG. NO -. .gri ENGINEERING DIVISION „aaR�r:[e DWG. NO. 1850 SW 170thAve- Beaverton, 8 _ SHEET Z > PUBLIC WORKS DEPARPAIETTT It y. PUBLIC moan DEPARTM[IiNT �`� /� f !n 1642-1511SCALE:NONE i 131255.W HALLBLVD. �+a}� . 131258.W.HALLBL.VD. STRADDLE BLOCK /h t l WRIW.tYWi� - TIGARD,OREGON 47223 JANUARY 2011 BLOCK BV~(V* TIGARD,OREGON 47273 JANUARY 2011 /+r♦ cn :71 VOICE:004 639.4171 '1`ff� VOICE:003)6391171 V E,„ _ -. FAB:(503)684-7297 APPROVAL DATE FAR:(503)6114.7297 APPROVAL DATE C501 ®1. '� JOB NO. .--- 2312-017 §N • • , O . 0 omarm.v." from 2"4 .:• /.44 - .., . `Y, .. A �,j .'SO"[19,00')TYPICAL _/ � d� i 7Aiiit DIMENSION-' ; WALL,THICKNESS. . > • :YOa'z' ,-w�'," > 1 • I ; "Z d'd� U 'o// ✓iw+-y- Me AWQA A& 5/r I 1/2 :e� coo 7 a .*.47„....' : u- - � Y"'� Y I sEE NDTE ��`.� r ..--,/,„ Q. /'�- , 018"MAXIMUM. i` ii. Ow �.. -may ,,,, i SEE NOTE 3. NO CI f \ CAST IRON COVER 12,4 ..�-' 2X 838.00 BOLTED & GASKETED41:11111( e-'Thl E ..-► ACCESS COVERS. RISERS & SLAB ` e (-1 E 1' " ; "'A 41.4 w4ir?/ l4' J/ -- 440'------.. ti «..r ., "".•• +...►. TdcG IMPRESSIONS AS REQUIRED. s JI .I. '_� tt t419 pT"I ! • "� 11 1/2' ♦ i %'a."-. ", FI IATABLES WEIR.- } rw.� .N' & FIELD POURED CONCRETE COLLAR rax ,:x , REQUIRED, BY OTHERS. SEE NATE 2. �'� ✓*�. " ""�� A v► c sir �1 A 5.o0" -- M 10 1/2• AC OR CONCRETE PAVING • �" r •• t I. �\ iIr;t� i !� 1 !s a cl ; n. I mewlOR OTHER SURFACING ('w' ...� r -V VENTED HOOD. flow THFtu"'`�"''E�- ," q `:fix: `.:r/ `'vihr t+�:►' �a!i� it- 1 �. �`� .. � %'' TUBES. __.._ - _ - i .nr�� r • kr 11 Flow TNRu Tuxes ` `, L. -- 1 /%I/.r 4� ,ro 3 Z (a, ' T7 INTO INTER OMAMR -raLEr WE1R/BYPJ4SS / /�� ► �' .. . ' ASSEMBLY. C:.A.J / M cy, R I PERFORATED t_DOSIN +- PAVED AREA ON PRIVATE PROPERTY LANDSCAPE AREA ONLY W �1 * FEED-THRD. 2x FLQW Two C." S =- i sii j i '' 111E=EE--"+EIs ati \\\ `ai it li Ili It I • y • '+• TUBES PER ASSEMBtY, - 51l 8.��jl�l1(i � .'II�IC�II�1l=[1=11: rr+ DETAIL A =I!�l U L�'P- il�.+ssiisr7 I%/f/� A !H=i ll:tl'�il= r m 44 TOP SLAB--- r M s1r !r►� i -/t1 8" MAXIMUM. INLET NdR/9wAss ASSEMBLY Y I=11 • 'q< .8,(L 7,3 -..,,,,7 6. ,,,„„) ' :0>BYPASczwS I Liu .� '+a T ��ila=iE "t=u RESURFACING TO MATCH EXISTING PAVING • RISER T&G IMPRESSION, +,` �►r__ SCALE NONE AS REQUIRED. /' A-�-�� 3a ,� .- SEE NOTE 3. u=lI IIT I��11 `=!1 �WC� SECTION. SAW CUT AT LOCATION OF JOINT i �,i► + �±� • CLASS 3000 CONCRETE IN PANED AREAS ETE PAD REQUIRED r4%444 "� „ ViuEXIST. A.C. ♦ c,acv THREADED BODY & PLUG '� SECTION RESURFACING , N 1.41$11r.".' z 2X O3l1.00.BOLTED&MFSKESEO ACCESS REQUIRED. ,,��---•PERK FILTER CLACKS. P a o a Cl) I- 00 RISER$At STAB 17/40 IMPRESSIONS AS REQUIRED. / f44 4 c • FIELD POURED COME COLLAR RECURS) ! / 17 1/8 0 o s I 1/ / (t _ ' a r. c BASE._. 0 .► / . BY OTHERS. SEE NOTE 2 CARTRIDGE BYPASS PORT. t' a e ` rT, ` \--BASE 1 ( At a k CAST IRON FRAME ra r a ° IN 1/7/=III III W Z 204° APPROVED BASE SECTION, a (` { ii J 018" MAXIMUM.----„, • S �� i=----- E 1 as e" (' r �.3 rJ�O SEE NOTE 3. PERK FILTER'. ; "• 4• 1 1/Z'-0' CRUSHED ! U M,. IME ;.. I`mac o �/ / (NATIVE BACKFILL \�11,44446 !i _ � cARrRIOGEs. SEE DETML A `': �: '"" AGGREGATE BACKFILL " a COMPACTED PER COMPACTED PER '� a / f GEOTECH REPORT) Z � CONCRETE FALSE FLOOR. INLET WE/�---- '� • HOW VENTEDOURkT i i k 1 0 U 40 • I o : La- 0111111111111111111111111111111111 W Ami H { �`---OUTLET CHAMBER. •+SEE Non" '. ❑ MINSEE IMUM'HART i •,�? GEOTECH REPORT} I =1 I a p °� • � CONCRETE DMOER WALL +"-r do7i � :- ,fi d* NOTE e. ,. ,'_ _ °o o a /f/ 1 I t t!! t _ • INLET CHAMBER.--/ NJLET WEIR/BYPASS ASSEMBLY. • ` 11 ' in eer €8 I .e1' \ +" a -- Fo ��f ---- _` MINIMUM DEPTH 75'mon __._. �: �L: w $ 11-----7-7111 a 0 ''//1-111-=1 i o • NOTE: -RIM TO OUTLET INVERT- I , ... - 45' BEND :•, ..• _ E a1=111= - ({- CARTRIDGE STACK CONFIGURATION -TREATED OUR.ETS y me"MAXIMUM. +�• 4` •4r` =11 I o a e'' ///\* �I 1 1-11 1 " DRAM-DOWN DEVICE CONCRETE FALSE FLAQR, SEE NOTE 3O t '. I tt III ao aaa ! 12' 18" 12 +12 42`+18" SEE NOTE 4. , +'�: c i VERIFY ALL �"'� t 4.25 5.00' 5.92' 6.67' 0c ��I 1 = JURISDICTIONW� �., v Notes: SECTION A-A f:. JijiiL'-jT• PRIORTOSTARTOF k51•on'1 !�oo"I n1.00"1 I6o.00•l '�'`' , 4' CONCRETE PIPE ZONE � � ° a° -.` •� CONSTRUCTION �, 4 VAULT Ll ..a.->>�i.N�� o a -- 1. Precast concrete structure shall be manufactured in accordance with ASTM Designation C857 and C858. 1 W BEDDING � Ill= 111=.�I��. IgTREATMENT FLOW RATES,TOTAL FLOW CAPACITIES&MAXIMUM HEAD LOSS � THREADED BODY & PLUG � s Go I I' ( ""_ A CARTRIDGE STACK CONFIGURATION ',i ,� a a4 O a° i • . 2. Filter system shall be supplied with traffic rated(H20)bolted&gasketed 036 circular access covers with risers as CARTRIDGE DIMENSION 12" t6" % ' ,E I :t. required.Shallow applications mayrequire configurations with(1120)bolted&gasketed square/rectangularSTACK -LST"- FILTER FOR PARCEL . 2 q pp q g access TREATMENT TOTAL FLOW TREATMENT TOTAL FLOW ...-...............,,,,,..b.„.„.......„,„,,,..„.,... I _ ouANTrrY FLOW RATE CAPACITY FLOW RATE CARACny �.,•� _ -- - 3/4a-O PIPE BEDDING hatches. Field poured concrete collars required,by others. 11D-FEET) (GPM/CFS) (CFS) (GPM/CFS) (CFS) ••• y .° :. ',„' '^ I--III---lit AND PIPE ZONE MATERIAL --il 3 7 t 36/0.06 2.9 54/0.12 4.3 TREATMENT FLOW _ 0.062 CFS - 99. - - 3. Inlet&outlet pipe(s)(018"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 so 0.63 CFS ;, 5 9 6010.13 _ 2.9 901020 4.4 -,____� 4. Inlet chamber shall be supplied with a drain-down device designed to remove standing water between storm events. 6 11 72/0.16 3.0 10610.24 4.5 AVERAGE RIM ELEVATION • 133.9Cl- 7 11 84/01B _ 3.0 12610.28 4.5 12" E OUT {NV • 124.2 V BEDDING . �. For depths less than specifiedCLEANOUT PRIVATE TRENCH BACKFILL DETAIL p minimums contact Oldcastle®Stormwater Solutions for engineering assistance. """ 12"x`'2 MAXIMUM HEAD LOSS 1.7 FEET _ 2.3 FEET .c.5 r m.E I s.a mei t 1 I z NOT TO SCALE. _ - - NOTES: ' Perk I/ E`i T Ci�S �i® �/ r ): ~\.: Perk Filter T41:0 V dC`f�' S► Pr® 1. ALL CLEANOUT MATERIAL TO BE SAME AS CARRIER PEPS. • Tr4t- Stormwater Solutions , =/-��'.gip.;` Stormwater Solutions - 1 W J \ /`` 4' Wide Concrete Vault 1 Fouttworlc Raze,Suite 2001 UEEeton,00 1 80120 1 Ph-800-579.88191 \A 6 41 4' Wide Concrete Vault 7821 Swtaperk Plaza,Sults 200 I Utlleta,,COI 80120 I PIE:800.579.8916!�.com 0 Q ;.:_-_--.-- oeoocvefffiSzisat rn OF01.0 ARREPRECAST.NC R6SANAnERRR E NORM'S OE *wow.KIT OE ',.,-.....--.'/ Haut NTOS RIE NaParrc�aOGIST EPtsaST.NC 11ISNROOTr FOR RE E"zEpppn OW MOS VANOT� • IAL CLEANOUT DETAIL USED WOW'INJURIOUS TOWENTERESTSOFNM COANAM.COPROGRTCRYKI OLDONPREPRECrAST:NC.ALL MOaMSRESERVEO. USED N WRAYNJL'R ROS rc fts armors Cf SJJOCOFPANY.COPROG RS20,00.14ASR£PEEcCASF.MG MI Po9RSR�SEP'sR. - CI ". Medco tltiAwSNG NO_ tEv Eco E CO_0122 °t7E Media ORAwIrJc No. E Eti Eco ECO-0122 Three t0 Seven Cartridges I Stacks pp-� � E JPR 10/3/14 ,tPR /a/oa SHEET , of 2 F•;Nratlon Three to Seven Cartridges I Stacks Pr accoi E jPR 1013/14 7/8/08 !SHEET z OF z W NOT TO SCALE Ce p NYLOPLAST DRAIN BASIN WITH REMOVABLE DEBRIS TRAP • Oa)INTEGRATED DUCTILE < .28 IRON FRAME&GRATE TO • MATCH BASIN O,D, .fit � -' 1i ‘1_ ,._-!__=_____,___,_=___,;_ • PPIII Niiii4-,, �' 111111001110 • C.1.2) PERCENTAGE OF REMOVABLE DEBRIS TRAP - OPEN AREA VS OUTLET PIPE OPEN AREA PIPE SIZE PART#TBD AVAILABLE AFTERS °WATERTIGHT JOINT . 237%6 1 • .0i) P OOFF (CORRUGATED HDPE SHOWN) c' �� nes.. GINFF� 8' 1jy4�1O \ . 1 59PE STORM OlUtN ftOW 10" 90 N _ . .1,.�;= 12" ., 61� S 4% 90/11 .4•,.11 I.#.... . .i, X.. . (CIAy 21, 'i" RO \.. ire* .0..f.�, PIPE SIZE A B C R. SO 1 o �--� '4 , 11 v4*. 4 7.51 28.24 12.00 • .14 MAX +� 6" 925 26.50 12.00 RENEWS: 06/30/2018 r 1 '!iu 8" 11.29 28.46 16.00 t t � I THESE DRAMS ARE THE PROPERTY OF E STORM FLOW ---► 11111i fir► , 7 Eammo �., • ,*+ . 1 U" 13.21 3{y.O4 �.� NESTLAKE CtNiSULTANTS INC.(MEP)AND MI r ' `i �.. � d�;,,,, ,,e' .:% 12" 15.05 32.70 24.00 ARE NOT TO BE REPRODUCED IN ANY J 41� /'�,.-�.,/. . e.• MJv61ER EXCEPT 1MTH THE MRlTiE7II tifillilli AT 'M+ `t,/,!' ,,i• PERMISSION OF WI < l. WATER LEVEL AFTER 11 STORM FLOW--s' • .;01 1�*r. le E- �� INVERT ,+ �f�` • en m wr N STORM EVENT-� ;o"�eQ'Si`a� II o//0 Vii. m m COTiIll 4 TRAPPED OIL& r FLOATING DEBRIS �_+ - ®VARIOUS TYPES OF INLET&OUTLET ADAP ERS < -a, �m W __.) 8C MIN ►''/I:, pis. AVAILABLE: 4' 12'FOR CORRUGATED HDPE . `� LL' b NP REMOVABLE SUMP • j�.6., (ADS N-12MANCOR DUAL WALL,ADS/HANCOR SINGLE o DEBRIS TRAP ,,-r -•: � ,: •.• • WALL),PVC SEWER(EX:SDR 35), PVC DWV(EX:SCH 40} Q - Ti;. �� '� ,4+-4,- i! PVC 0900,CORRUGATED AND RIBBED PVC SAND&SILT • �'%:,.-� °Cca X 81 N 77/1. :,,•��;,. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER t- 0N �`�``/ .#‘.8.,�r1i GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS it aa„� 1��`/,�,. ��r, MATERIAL AS DEFINED IN ASTM D2321. BEDDING&BACKFILL FOR a- d � /4-ki j/" \�... SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED z z v d fl. //'4;i z z vs J •~-- 24" -• viii. UNIFORMLY IN ACCORDANCE WITH ASTM 02321. 9 9 0 m m 03 ©- REMOVABLE DEBRIS TRAP AVAILABLE WITH ALL 24"STRUCTURE OPTIONS N `~ o (CUSTOM BASIN,ROAD&HIGHWAY,HERRINGBONE&CURB INLET) w -..1 N eTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY JJC MATERIAL • 3130 VERONA AVE �- FRAMES,GRATES,HOODS,&BASE PLATES SHALL BE DUCTILE IRON PER NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA 30518 a a W 3 - ASTM A536 GRADE 7050-05 a CL W A OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.14.09 PHN(770)932-2443 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS TRANSFER,OR LICENSE THE USE OF THE DESIGN OR • Hyla last' FAX(77°) ° I� N U RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS I I SEE DRAWING N0.700i-110-065 TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast-us.com . APPD BY JJC PROJECT NO MAMEa Z ti Q REPRODUCTION OF THIS PRINT OR ANY INFORMATION EL ®- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO CONTAINED HEREIN,OR MANUFACTURE OF ANY TALE O r r 0 w DRAIN BASIN WITH REMOVABLE DEBRIS ASTM D3212 FOR CORRUGATED HDPE(ADS N12/HANCOR DUAL WALL)& DATE 1.14-09 n ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS TRAP QUICK SPEC INSTALLATION DETAIL N N C4 LJ 0 G1 PVC SEWER IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN 5 O PERMISSION FROM NYLOPLAST. NVLOptAT DWG SZE A SCALE 1:30 SHEET 1 OF 1 DWG NO" 7004110-0$9 REV A it N J � SHEETcvl I b . C502I 3 JOB Nd. 2312-017 tN