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Plans (58) PLM2O16-00472 0 I GENERAL NOTES DEMOLITION , GRADING AND PAVING NOTES "'a N 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING A.C., .1 41410 - c.D ABBREVIATIONS 1. THE CONTRACTOR SHALL COORDINATE PROJECT START-UP AND ALL WORK WITH THE OWNER. CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA. ALL LANDSCAPING, CURBS \* `; , o AND SIDEWALKS SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. \I I 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, SPECIFICATIONS, h � `� �- AC ASPHALT CONCRETE CODES AND REQUIREMENTS, OF THE GOVERNING JURISDICTION, UNIFORM PLUMBING CODE, 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, � ' �f. ACP ASBESTOS CEMENT PIPE PC POINT OF CURVATURE INTERNATIONAL FIRE CODE, AND INTERNATIONAL BUILDING CODE. APPLICABLE CODES SHALL BE AS AB AGGREGATE BASE PCC POINT OF COMPOUND CURVATURE MODIFIED BY THE STATE OF OREGON AS ISSUED BY APPROPRIATE AUTHORITY. CLEARED MATERIAL SHALL BECOME THE CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND j BCR BEGIN CURB RETURN PI POINT OF INTERSECTION DISPOSED OF PROPERLY. BM BENCH MARK PROPERTY LINE 3. THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT PREPARED BY GEODESIGN, INC BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVATURE3. CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT IDENTIFIED FOR CONSTRUCTION TO CIP CAST IRON PIPE PT POINT OF TANGENCY DATED MAY 19, 2016 FOR THE SUBSURFACE AND SOIL CONDITIONS OF THIS PROJECT. ALL THEIR ORIGINAL CONDITION OR BETTER AND TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. CJ CONTROL JOINT PVC POLY-VINYL CHLORIDE RECOMMENDATIONS MADE IN THE REPORT SHALL BE CONSIDERED FINAL UNLESS REVISED BY THE R RADIUS GEOTECHNICAL ENGINEER. 4. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CL CENTERLINE RCP REINFORCED CONCRETE PIPE CONSTRUCTION JOINT. REC EN D CMP CORRUGATEDNTMETAL PIPE R/W RIGHT-OF-WAY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, AND PROJECT COSTS TO CMU CONCRETE MASONARY UNIT S SEWER CONSTRUCT AND INSTALL ALL IMPROVEMENTS DEPICTED ON THESE DRAWINGS. F5. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN EXISTING PAVEMENT AND CO CLEANOUT SD STORM DRAIN NEW PAVEMENT. `' 2017 'TIGARD SL SEWER LATERAL 5. ALL PUBLIC IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THECITY CTV CABLE TELEVISION STA STATION GOVERNING AGENCY'S CONSTRUCTION SPECIFICATIONS AND DETAILS. 6. ACTUAL LINES AND GRADES SHALL OF EXCAVATION SHALL BE STAKED BY QUALIFIED SURVEYOR, L�Ui Di0 a DIVISION DI DROP INLET STD. DTL. STANDARD DETAIL DIP DUCTILE IRON PIPE BASED ON DIMENSIONS AND BEARING AS SHOWN ON THE PLANS. CONTRACTOR SHALL RETAIN A E ELECTRICAL T TELEPHONE 6. THE CONTRACTOR SHALL PROVIDE ALL WORK ILLUSTRATED ON THE DRAWINGS INCLUDING ALL SURVEYOR IN THE STATE OF OREGON. ECR END CURB RETURN TB THRUST BLOCK INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN A MANNER ACCEPTABLE TC TOP OF CURB TO THE OWNER. 7. SLOPE AT HANDICAP SPACES SHALL NOT EXCEED 2 PERCENT IN ALL DIRECTIONS. EJ EXPANSION JOINT TCN TOP OF CONCRETE EL ELEVATION TD TOP OF DIKE 7. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF DRAWINGS WITH ALL APPROVED EVC END VERTICAL CURVE TF TOP OF FOOTING REVISIONS, ON THE PROJECT SITE AT ALL TIMES. ANY CHANGES SHALL BE DESIGNED BY THE 8. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AS INDICATED ON DRAWINGS. PARKING EX EXISTING TG TOP OF GRATE OF VEHICLES UNDER TREES SHALL BE PROHIBITED. FE FINISH FLOOR TI TRAFFIC INDEX ENGINEER OF RECORD AND SUBMITTED TO THE APPROPRIATE JURISDICTION AND OWNER FOR FG FINISH GRADE TL TRAFFIC LIGHT APPROVAL PRIOR TO COMMENCING THE WORK. 9. BRING ALL GRADES TO APPROXIMATE LEVELS INDICATED ON DRAWINGS. FH FIRE HYDRANT TP TOP OF PAVEMENT FL FLOWLINE EYP. TYPICAL 8. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE NOT o FLG FLANGE INDICATED FOR REMOVAL, ADJUSTMENT, OR MODIFICATION. ANY DAMAGE TO EXISTING UTILITIES, - TW TOP OF WALL tu uJ G GAS VCP VITRIFIED CLAY PIPE WHETHER SHOWN OR NOT ON THESE DRAWINGS, SHALL BE REPAIRED/REPLACED AT THE GM GAS METER VPI VERTICAL POINT OF INTERSECTION CONTRACTOR'S EXPENSE. ALL SUCH WORK SHALL BE MADE IN-KIND TO THE SATISFACTION OF THE z GB GRADE BREAK W WATER UTILITY OWNER. MATERIAL NOTES ;::: d GSP GALVANIZED STEEL PIPE WM WATER METER HP HIGH POINT 1 t. WV WATER VALVE 9. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AND AGENCIES IN 5 a L CURVE LENGTH 1. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS ii = Q LF LINEAL FEET � DELTA (CURVE CENTRAL ANGLE) ACCORDANCE WITH THE APPLICABLE LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS WITHIN INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED CD g I APPROXIMATELY THE PROJECT AREA. SUCH NOTIFICATION SHALL BE MADE NO LESS THAN 48 HOURS PRIOR TO SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM CITY ENGINEER OR ENGINEER OF RECORD a, MH MANHOLE PERCENT COMMENCING PROJECT WORK. 0 o 0 MJ MECHANICAL JOINT < LESS THAN PRIOR TO INSTALLATION. N.I.C. NOT INCLUDED IN CONTRACT Cl) z > GREATER THAN 10. THE CONTRACTOR SHALL EXPOSE AND VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION OF �"� p a= u. OCEW ON CENTER EACH WAY 2. ALL ON-SITE WATER, STORM AND SANITARY SEWER PIPE MATERIALS AND FITTINGS SHALL o EXISTING UTILITIES. THE CONTRACTOR SHALL CONNECT AND/OR MATCH EXISTING UTILITIES AND CONFORM TO THE OREGON STATE PLUMBING SPECIALTY CODE, LATEST EDITION. E g z � PROPOSED IMPROVEMENTS IN CONFORMANCE WITH THE INTENT OF THESE PLANS TO PROVIDE w ,. . W, r.. r a . .a.,.wo:, w., ..-„, f, ..�.._._. .v_._:._._ ,_.�.__.___..__ ..,,._-------..,.m.........-, COMPLETE AND OPERATIONAL SYSTEMS. 3. ON-SITE WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED CONFORMING z `n 1.._ • °' 0 8 1x 0 11. WHEN REQUIRED BY THESE PLANS, OR WHERE DEEMED NECESSARY BY THE LOCAL JURISDICTION TO AWWA C151 UNLESS NOTED OTHERWISE IN THE PLANS. FITTINGS SHALL BE RESTRAINED WITH a 2 ° a i AND UTILITY COMPANY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MECHANICAL JOINTS. RELOCATION, ADJUSTMENT, OR REMOVAL OF EXISTING OVERHEAD OR BURIED UTILITIES. 4. STORM AND SANITARY SEWER PIPE WITH 3-FEET OR MORE OF COVER SHALL BE PVC StorQuest. TO ASTM D3034 SDR 35. STORM AND SANITARY SEWER PIPE WITH LESS THAN LESS rg9�' 12. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS THAN 3-FEET OF COVER SHALL BE PVC CONFORMING TO AWWA C900 OR AS INDICATED ON THE ii 5 E L F STORAGE THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE ENGINEER OF DRAWINGS. CONTRACTOR SHALL PROVIDE FITTINGS AND TRANSITION COUPLINGS COMPATIBLE WITH DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON RECORD, OWNER, AND LOCAL JURISDICTION. ALL SUCH CHANGES SHALL BE SO NOTED BY THE NEW AND EXISTING SEWER PIPE AS NECESSARY. , A SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CONTRACTOR ON THE DRAWINGS FOR FUTURE AS-BUILT RECORD DRAWINGS. CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY 5. CATCH BASINS SHALL BE MANUFACTURED BY THE LYNCH CO., INC. OR APPROVED EQUAL. >0INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA. 13. ANY FIELD OBSERVATION BY THE ENGINEER, ARCHITECT, OWNER'S REPRESENTATIVE OR LOCAL 0 J 44 JURISDICTION SHALL NOT RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE 0WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. C) V 14. THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THE Q APPROVED PLANS AND IN ACCORDANCE WITH LOCAL JURISDICTION. ALL SUCH MATERIALS SHALL UTILITY NOTES au- u BE IN PLACE PRIOR TO ANY GRADING OR CLEARING ACTIVITIES ON THE PROJECT SITE. 15. EROSION CONTROL MEASURES ON THESE DRAWINGS ARE THE MINIMUM REQUIREMENTS. THE 1. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL r` W BENCHMARK CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY TO INSTALL AND DETAIL AND AS REQUIRED IN THE SOILS REPORT. r f MAINTAIN SUCH EROSION CONTROL MEASURES. ANY DAMAGE CAUSED BY FAILURE OF THE 2. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLE LIDS, VALVE BOXES, ETC. TO GRADE. �+, "' BENCHMARK: 5/8" IRON ROD WITH YELLOW PLASTIC CAP, STATION DESIGNATION CONTRACTOR TO IMPLEMENT, MAINTAIN, OR MODIFY SUCH EROSION CONTROL MEASURES, SHALL BE1.1. < GC_022-051. CORRECTED AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR 3. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES MAINTAINING ALL ROADWAYS KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND (WATER, GAS, TV, .1 ft TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DEBRIS AND PROVIDING NECESSARY DUST CONTROL WHERE REQUIRED. � � I riN ELEVA-ION: 180.32 FEET (NGVD 29) DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. L 16. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH ASPHALT CONCRETE EITHER TEMPORARY COLD MIX OR HOT MIX, AT THE END OF EACH WORK DAY. EXCEPTIONS TO THIS SHALL 4. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR GAS, ELECTRICAL, Hi ONLY BE ALLOWED BY THE JURISDICTION, OR BY AGENCY PERMIT. IF ALLOWED BY THE POWER AND TELEPHONE SERVICE. JURISDICTION, THE CONTRACTOR MAY PLACE STEEL PLATES OVER TRENCHES ALONG WITH APPROPRIATE SIGNAGE TO WARN THE MOTORING PUBLIC IN ADVANCE. STEEL PLATES MAY ONLY BE 5. CONNECTIONS TO EXISTING UTILITIES SHALL CONFORM TO THE OREGON STANDARD V� I USED ON A TEMPORARY BASIS AS APPROVED BY THE JURISDICTION. SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. W■ - . IL 6. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM J 0N ( 17. DEMOLITION WORK SHALL INCLUDE REMOVAL, AND PROPER DISPOSAL, OF ALL MATERIALS , EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF WITHIN THE PROJECT AREA AS SHOWN ON THE PROJECT DRAIMNGS. THE CONTRACTOR SHALL TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. _ COMPLY WITH ALL REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION REPORT, OR THE PROJECT r. U Z AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 7. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH t� �_ CONTRACTOR IS REQUIRED TO VERIFY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE SPECIFICATIONS. ANY PERMIT REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF �+, THE CONTRACTOR. GRADE. U 0 DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES Q 0 SHOWN OR NOT SHOWN ON THESE DRAWINGS. 18. THE CONTRACTOR SHALL COMPLY WITH ALL TEMPORARY TRAFFIC CONTROL MEASURES AS 8. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED, CHLORINATED AND TESTED IN ACCORDANCE .. 0 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE REQUIRED BY THE JURISDICTION. SUCH MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE WITH THE OREGON STATE HEALTH DEPARTMENT PRIOR TO ANY METER CONNECTION. a v) ❑ COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND AS MODIFIED BY THE GOVERNING W o Cr JURISDICTION. 9. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM < AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE DRY DENSITY AS DETERMINED BY AASHTO T-180. FLOODING OR JETTING THE BACKFILLED N 0 ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, Z EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 19. THE CONTRACTOR SHALL ACCOMMODATE AND COORDINATE THE CONSTRUCTION ACTIVITIES OF TRENCHES WITH WATER IS NOT PERMITTED. ~ OTHER CONTRACTORS, OPERATIONS OF THE OWNER, AND OTHER PUBLIC AND PRIVATE AGENCIES OR UTILITIES. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE 10. PROVIDE CLEANOUTS AS REQUIRED BY THE OREGON PLUMBING SPECIALTY CODE, LATEST CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND DIMENSIONS OF EXISTING UTILITIES AND SHALL_ REPORT ALLREVISIONS DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK, CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE EDITION. IN-LINE CLEANOUTS SHALL BE A MINIMUM 6" IN SIZE. PERFORMANCE OF THE WORK. NO. DATE BY 11. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT n 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL ENVIRONMENTAL UNLESS NOTED OTHERWISE ON THE DRAWINGS. / \ 2/8/17 LRL PROTECTION REGULATIONS AND SHALL OBTAIN ANY REQUIRED PERMITS. THE CONTRACTOR SHALL A BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR 12. ALL WATER MAIN AND SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE DURING CONSTRUCTION AND SHALL PROVIDE FOR WATER SPRINKLING OR OTHER ADEQUATE MEANS HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. OF CONTROL. /4\ Q_ 21. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR � a_ INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR /6\ SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPE OF ALL UNDERGROUND UTILITIES PRIOR SEPARATION STATEMENT ISSUE DATES TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF PIONEER DESIGN GROUP, INC., 72 HOURS PRIOR TO START OF CONSTRUCTION. DESIGN APPROVAL: ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, PERMIT SUBMITTAL: `ES c 22. THE CONTRACTOR SHALL POTHOLE CRITICAL UTILITY CROSSINGS WHERE DEEMED NECESSARY CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH AN 18" MINIMUM BY THE ENGINEER, CONTRACTOR, OR THE UTILITY COMPANY. THE CONTRACTOR SHALL NOTIFY THEPERMIT RECEIVED: Ln ENGINEER OF SUCH CROSSINGS WHERE CONFLICT MAY OCCUR AS A RESULT OF THE POTHOLE CROSSING.E BETWEENORRIONTAL SEPARATION BETWEEN PIPEWATER MAINS PIPEAND SANITARY QUSDEIWERS IN PARALLELOBID DOCS: N INFORMATION. SAID INFORMATION SHALL BE PROVIDED PRIOR TO ANY CONSTRUCTION THAT MAY INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY PREVENT PROPER CORRECTION OF CONFLICTS. THE CONTRACTOR ASSUMES RESPONSIBILITY IF IT CONSTR. DOCS: CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO PROCEEDS WITHOUT MAKING SUCH DETERMINATIONS. MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A d 23. THESE DRAWINGS HAVE BEEN PREPARED TO THE SCALED NOTED THEREON. NO ONE SHALL SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. 24"x36"SCALE: N/A o USE THESE DRAWINGS IN A MANNER WHERE THE DRAWING SCALE WAS USED TO LOCATE ANY PLOT DATE: 10-28-2016 �[ EXISTING FEATURES OR IMPROVEMENTS. OFFICE coy CAD FILE: NJn JOB NUMBER: 15-133 a, CITY OF TIGARD CHECKED: Q) Approved [`-I DRAWN: LRL o Conditionally Approved See Letter to:Follow C STATUS: BUILDING PERMIT c- Attached Permit Number: PLEA a61L-M4 a CONSTRUCTION NOTES o Address: _P P B0b 5.43• Pa.t c.[.,L t1/21„9 By:� Date: <-1(",- U 0 0 C OA CQ co r 1 r•- 1 LEGEND N `,��: . ; _ D PACIFIC HWY WEST 4R99W} (SW PACIFIC HWY) EXISTING BUILDING -- - BOUNDARY LINE O J��, 1- ( _ EXISTING CONCRETE CURB 1- RIGHT-OF-WAY �;� -11110' 0 - - - - - - - - - EXISTING EASEMENT CENTERLINE • PROPOSED EASEMENT - EXISTING CONCRETE WALL PROPOSED CONCRETE CURB I ::'' _>: ;_;�.:".:': EXISTING CONCRETE SIDEWALK -- o — —.- _-- ___-- __-- ____-. -_ -_ _ __ EXISTING AC PAVEMENT PROPOSED CONCRETE SIDEWALK r�i c.i [ 1 - l • : : • .. . . . . . . . . . . . . . . PROPOSED AC PAVEMENT M to PROPOSED LANDSCAPING K ////////////////Y////t////////////////////////////////////fl_ . • _ :: . . a:::..::. : ). .' "\:<•27 • • . . . . . . . . _ _ ' : . �r . I �': _ 11 II PROPOSED BUILDING .oa - 1 � VISION CLEARANCE AREA ' # 1 EXISTING BUILDING . §'.\ ::: ..:.2-.: -:: � I I 1 w � PRO•;. /..\-::-.1-..--:-.:-.:-.1.1-.L, , .,.. 'l � - -. ` -. . ' - 7 1 11 ---" l, --- .- LEASING : PROPOSED STREET LIGHT iii EXISTING BUILDING / wir� OFFICE .' - . , . . ... . . .. .. . r ci7c5 ctui 6 ., ..::.:.•..........:.::.:.::.: ::. _____,J . . m ; I �. O M ' : 0 7r .-7. 7-7-‘,77.-:....::.;:::-.:.i..:::.:::.-i..:..:.:::.:.:::. J . -. : CONSTRUCTIONNOTES °` N I f- 0 : : 1 : .:': :: .:.•;.: LIGHT DUTY A.C. PAVEMENT, TYP. I O 9 DIRECTIONAL ARROWS w z I SEE DETAIL 2/C4.0. SEE DETAIL 11/C4.0. �� a o o ' Imo; ::oa::: : � ; _, '/.tea: MOM CC --- w � z I _. r; HEAVY DUTY A.C. PAVEMENT, TYP. INSTALL NO PARKING SIGN, PAINT CURB RED AND b : •2_'::=::;: . 5,0 ' ' CI SEE DETAIL 3 04.0. 10 MARK NO PARKING FIRE LANE , AT EACH 25 o y'' ' oi'• FEET. LETTERING SHALL HAVE A STROKE OF NOT '�' O o "' a rn 11 a 3 - --._. CONCRETE. PAVEMENT, TYP. LESS THAN ONE INCH WIDE BY SIX INCHES HIGH, p I -- 0 SEE DETAIL 4/C4.0. TYP. SEE DETAIL 10/C4.0. • • . . 4 . • . • • 4 ,4 CIrt:"1:.:::::::.:1:::::-. .-:::.:::::: ::.6...F.:::::1-":: ::; I ' .. :':':.: ::':::::. CONCRETECONCR TE u A AR TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS.I torQue.�t. PROPOSED THREE-STORYI . x I E VERTICAL CURB (STANDARD),D), TYP. SELF STORAGE . ,.: ' _ � SEE DETAIL 7 C4.O. •:� .•-• W/ PARTIAL BASEMENT 53' . :•8 :: •. ' NOSE DOWN CURB TO MEET EXISTING PAVEMENT. =:.':: :: co CONCRETE SIDEWALK WITH CONTRACTION JOINTS, TYP. SEE DETAIL 12/04.0. W ■ :`�r;:.::: b I:::' :::::: SEE DETAILS 5 AND 6/04.0. (1)411) SELF STORAGE FACILITY ::: J: ::.::: . ;F.: J -.� 1 V SEE ARCHITECTURAL DRAWINGS FOR FENCE AND GATE -� b. :14-::'::::'::•:'::':::: : .:_:_•':.: :::-::•:.: HANDICAP PARKING STALL AND SIGNAGE u�' I I 6 DETAILS. I :::::.::::•::::::.:::-:::-,..:•:•:::: ::::::':-::•::::::' : :::::: :::::::: SEE DETAILS 1 AND 10/04.0. U :! :.':'. '. :':' ':::'•_.::.:':' ': STREET AND RIGHT-OF-WAY TO BE EXISTING PARKING ,, . , , :::T : :::: :::: ::., =•�' CONSTRUCTED UNDER CITY OF T IMPROVEMENTSGARD PFI AND BE I. -... .--......-...:-....". ....:.•: • F.- DETECTABLE WARNING 1 ::-.:::::::::::::::::::.::::::::0:::-...::.::::..:::::::•:."' . ' 0 0 PERMITS. SEE DETAIL 8/04.0. 0 UNE .::. • I' 10• $ q :NEICDREETTAELC70/NcC4R.E0T.E VERTICAL CURB Mfl E:::: ��� { p ), TYP. ODOT I CONCRETE WHEELSTOP, TYP,: . • g 0 Imm �+-� ` I SEE DETAIL 9/C4.0. II II ' :. • ,- • I •-.. • '' ',. 'I . i'', 7 .''' ',..'N':, .:1/><1., / I VJ 1-.....-.:•-::::;...,::::::::.-1:•:/::::::•-i.'•:;" ii . 1 :::::.::::::•::•:::_:-0:::::.:.....-.. 0 : ':•_ _ - 1. IL • .• •. 1 , f R J . :::: EXISTING PARKING W 1: ] ':::::•::::--1:::::+1-:::::::•::::::::::::: '.: . ' ' ' ' ' ' ' . .. ..... .-, . ,,........-.:.:.,..........:.-.: . . •:.:.••.:........ ... ". • •.. . - - ...., . CV a I 1ri r I . . . • . . , . .: :::: CCSrn - `Igii . w W . . . , �'' --- • - - — — ._ _ _ _ _ _ Ct o 0 ,. I : 0 0 a- I > Nr Q - - -. ----." --7------7:' - -Ir77-7.----:::•.:-..-7.-:::- •v , Y ,y: . . .:::.:.-i.:::.-.::::_:::::-:::•:::•:•:::-:::::,:::•-..,:.-:-;::-...:::-:::•::::.::.0,7717„.[.::.::::7::...-;.,,..,..:::-....-:::-::-.1 • N :ct7 : I ,•\k I r 0:4: ::: 1 9 REVISIONS v r, DATE Y 7 A I 2/8/17 } LRL I f 1iThJ \ Y. x . .. yy _4. 14. x W . r ' . ,. r .. ,. • •J- . . . . wA _ - - - - - - - - - - kk ISSUE SUE DATES A TES ti __ — _- - rn ' - . , , , , , , , , , , ' , " = _. :______„,_...„0.... . . . „ . . . . ____, „, , ... . s. ._____x — DESIGN APPROVAL: K '/ �•kPERMIT SUBMITTAL:�, .T.-z � . . . . x ` ` Cre-7 ` t . EXISTING COVERED PARKING � k k, PERMIT RECEIVED:,EXISTING / DOCS: BUILDING / /k ko ; CONSTR. DOGS:, /kk k k k k kk k 'N , /:kkIc k k k kI 24"x36"SCALE: BID ul °A,/ 1"=20'// PLOT DATE: 10-28-2016J WETLAND kk k CAD FILE:.\k k k 1‘ k' kk k JOB NUMBER: 15-133; N. cy tn .� / I \k C k • / .. , .` - CHECKED: DRAWN: LRL ES o o STATUS: BUILDING PERMIT in CD "' GRAPHIC SCALE 2a 0 io 20 40 SITE PLAN coU q, O a ( IN FEET) bC I • 0 1 inch = 20 ft. I m 00 1 t) Ni 1 GENERAL NOTES LEGEND d\. \, . -- -- - -- - -- - -- -- -- -- - 1. TOPOGRAPHIC SURVEY PROVIDED BY CHASE JONES AND \ r" o 201 EXISTING 1' CONTOUR . , tL r PACIFIC HWY WEST (DR99W) (SW PACIFIC HWY) ASSOCIATES. F- los EXISTING 5' CONTOUR O J ~ 2. DOORWAYS SHALL HAVE A 0.02' DROP ACROSS THRESHOLD, - -.• d 11 TYPICAL. 201 PROPOSED 1' CONTOUR j - -_ - _ _ -_ --.-. --_ -_ - 3. REFER TO DEMOLITION PLAN FOR ITEMS TO BE REMOVED 203 PROPOSED 5' CONTOUR AND/OR ABANDONED. - - - PROPOSED GRADE BREAK 1 1 4. REFER TO NPDES 1200CN PERMIT DRAWINGS FOR EROSION 125.00 TOP OF CURB ELEVATION � � .�._ -- -- _- - - ___ _-- __-- -- _-- --_ -_ _ ____ ____ ___ --- CONTROL NOTES AND DETAILS. f TC 124.00 TOP OF PAVEMENT ELEVATION TP \ 2_ 123.00 TOP OF WALL ELEVATION SD SD SL7 -�--�---�- �p e c S!J SO SG 5D y;=•:3•�' /TW \ - : : : : : : : ; . : I_ r' �8� ' 0:=;? f 123.00 FINISH GRADE ELEVATION - � r - rr %' r.� :1:1-35-- /T-_- ;r fir? ry it �' w FG 1 3.0.. �: IL.."-,i =t- 'Sr 4 b a .' .7 0 ='r / 1-��' a w w - 2 0 EXISTING GRADE ELEVATION I - 184:11 --? hz,e. ) bd180.9Q • o n EG N, 4�'p °q -BS .,. ----.13SW Tr � . '4 - .... > r -, - 2r-, ..�..- -. ..= - - - _ - -. ,I� PROPOSED DRAINAGE PATTERN - . 184.72 %-<-'77--.:. _V ' - �p _ ��� �' .1 TW - TOP OF WALL ELEVATION / - I EXISTING BUILDING 492'0 TIN 4.0 TP ,, < 184.30 TP� // ! 0 b e` 488.0 FG FG = FINISH GRADE ELEVATION PROP. ,f p ' { �$ / L-'I /` 4 467'( �+ - �. - j - _ rOPOSEEINGWALL ESIGN BY OTHERS) 184.00 ,0 �.__.. ..-- ..__ . • _' _'$ 6 ‘ �. I OFFICE /� TREE TO BE REMOVED / c 76.37 , . Ale/16 W EXISTING BUILDING J \ o�; '4'r -'' FF= 1 77.50 FG- ' /+' -- 1 a __ z vii ■• 7` 177.23 I I ` / • - PA TIAL BAS E M th NT IVA ,r;; 176.85 I ' • . 1776.20 I I °�° 0 m B FF 1167. 17 , l I ° . TREE TO BE SAVED "'� O �� 1 -_ - v, 176.75TPy b ' , °--° z z ,.. . ,� L 1 I C7 o z I\176.84 176.15TP { ' ! . �� 7 '� �_ T�' 176 I X PROPOSED SEDIMENT CONTROL FENCE in a a ` / ! 01 }� I 17� _ ! ' I (f3 I PROPOSED TREE PROTECTION FENCE �� _ ° `� � U 7 I ,1 ' /f/ 176.02 / _ w ' P � I Q ! \ 0PROPOSED BIOBAG BARRIER (TYPE 4) z ti Q 182.29 _ J ' > TP / � r O N � o3 J ' V d a2i 2.. i TP IM"". 49 i/ + 2 0% _ �,-t 176.47 /' •' jos �' ' I MAX TP / �' • MPROPOSED INLET PROTECTION (SILT SACK) LLI ' . I 7 C :I _ice. i:u17 c� / / 176.80 / i .. . . .�h - \I b 1 ��7- 6 175.75 �1 . � 19p ; �, / I • • • • • • eraI ! / TP �! / I \ ���•�•�•�•=� e `SCI StorQuest. J / I V •••••••••••• PROPOSED CONSTRUCTION ENTRANCE SELF STORAGE /J / -- -p / ✓ ••••••••••••- 184.5 TW � `- I2.3% + f v// / d ••••••••••• W- 2. 182.0 FG C PROPO ED HRE 'STORY - , . 0 -I '' :� W PA TIAL BA EM E N - - � d -=-,� :�o_ ,�,�� I � I : �� / 1 r TP "/ 174.$5 I I . N I I EXISTING PARKING U EXISTING PARKING SELF S I"OR1AGE FACILITY �'/ . TP 174.51 / 1 t: 1 + 1 -;f- TP/LP � GRADING NOTES Q I FF=+177.50 + >a'4.s0 LL I-Vi I I Li 1r I ) 75.28TP / TP/HP / 2 '� ROADWAY IMPROVEMENTS TO BE DESIGNED AND CONSTRUCTED 184.0 TW I I { I \ - _�___�__-. __ I I I BY UNDER CITY OF TIGARD PFI PERMIT. r� W 3.0 I I I 1 174.74 /1"73.97 ,....•.• 1741' 1 I I u J r 181.0 FG LP V 183.5 TW I ` 1 \ v„/ ,, •"•''' , `� NOSE DOWN CURB AND MATCH EXISTING ELEVATION. LL < 3.5 180.0 FG 1 `\ \ 4_ I 7. j �' 183.5 TW 1 \ 4 • : - '®Ft 1 yL o a �+ I INSTALL RETAINING WALL TO HEIGHTS INDICATED. SEE ® 179.$ FG I I: . 1 [ • , - . :I �: { . 1. �, STRUCTURAL PLANS FOR DESIGN. Cl)imid183.5 TW I LO 1 `sr- I a j I V rl 2.2 181.3 FG I: \ \ 11- : : : : :\. _ : . : :I I 1 - - - ,,,. ��9 II /� 0 ; : : ! : GRAPHIC SCALE INSTALL HANDRAIL ON RETAINING WALL. SEE ARCHITECTURAL -92 / \ 1 I? V 20 0 10 20 40 PLANS FOR DETAILS. >- . 1 /Lk N. , _ ,/73- Cl) - - � �- I, " u, ill Li- = M d I �^ LL s �� : : : : _f!' I I ( IN FEET} I ANGLE PROPOSED WALL TO MATCH EXISTING. (7 N D. , i so 1 r7,-� 177.43 �. 1 - : r� v� I�I : : �T °..._. 01 . . / _ E1s : n ..1 . I I 1 inch - zo ft. = rn �, 184.0 TW I : : 7�8 / 177.45 '.. 177.45 f TP -•-----a . _; 4.0 � 5 oI 0 11.1 LI U Z 180.0 FG 1 TP I';;1 TP 1'75:36 . [iso;; �' ti CG7 \ 177.27 EXTERIOR 1- • .1 EXTERIOR N. :TP : : f/ ¢ w ACCESS UNITS ! z: "'' ACCESS UNITS = 177.38 a - - - - O CL, I- TP FF=177.50 [ ;; < - FF=177.50 I TC/TP- - - - - - - - -�- --- 177.00 r 177.05J Am 184.0 TW I - FG-177.48 . F VIP ' FG=177.48 �-. a / O i` . ' TP 1.4% , b : 177.38 P ,, �� / I ' cn ❑179.3 FG -F--- • �, --� I Tri, I TC/TP- 172160 I : c �- 1� �' J / '� a `l j 177.48 I 1 ` 177.4$ 177.48 e - - I ! e . -»2- / ti C7 177.00I 1 177.48 1 _ ` r c� - / H \179.70 IN': N � 176.:: � � '-. ... � '__�. � �' 177.38 175.06 Ir•••�•11r 6 5% ••+r► ! ti / I � Z `_ 176.85 ♦ •!• _••! 44 \171.90 -, / I - /TP TC 176.85 I I I TC TP TP A Beet '- n** FL I I / • e 174.84 **be* 1$4 Q TW I I o I TP/HP •• !1 / REVISIONS 3_aJ 181.E FG i • 176.82 176.50 1j7 TP/HP ci� 175.14 , trs\ I P •A-• • / `� ^ 1 I • TP TP TC v 176.25 I c i I 176.43 1 17l a 176.38 \ TP N !1 1.111�i1 t+14 > �` ply • ! 173.2214• • '£ / TP/LP 1 / `� TP 5.4 ••4 TP •��►•1.1•r /� / N0. RATE BY $ .a -- TP LP 2.49 _ ® 182.7 FG 1 I : �� 177.00 : �. � iliii' I �a��=11 !�'��e��ll;�, v, . I / ,,� A 2/8/17 LRL 0.7' 182.8 183.5 TW �� " . , 181.00 TW_ . _ �._.„ 177_ "� - __-__--; - - -- 176 .- - ---_-` .,.� -- : 1`�' _ : : ' 0 171.72 I / ;° 2 : : . . . . . . . r. '172.42 . FL 1 11 I 3 k� t. . . - 174 1 J ti "j : : . ` `�U �---- sp �-; aD: ' . + ] : : : . . . _ . . I T . . . : : : . . II - . 1 - �, l 1.60 '1715' ~ y // A (il 4. 4 0 , .V S 55' 5,5 SS Ss SS Y_- S �1,2" " (. .�X.0.0 -�-- S X- - 5.5 SS S5 y ti - - s r _ - - i I . ��8s-- -- - - µ- _ spa -- - - ____ _ ,5,-.5 --- ss - 55 , 55 - - ss ss--t ss - ss n 1 .._... TREE 3 1 ! i 171.8 %II I�'� I - - - - -+ `��, ISSUE DATES ca PROTECTION I I i` ~- SO ` sz7 �k. DESIGN APPROVAL:EX178 11 ._ FENCING � � EXISTING COVERED PARKINGi , k E ; PERMIT SUBMITTAL: CS �_ PERMIT EXISTING �� k k k k N OP �� 1 i /k k k k k Lk PERMIT RECEIVED: A BID DOCS: ' S a'E :4UND ' 'Y N � '..k k k k. k k k •H/2 BUT 2 FT.-� ',j A k k k k k k k MINIMUM AND 10 k k k 14. k k k , CONSTR. Docs: b PERMIT FTTOE OF . MAXIMUM I `- k k k k k k Q., BOUNDARY SLOPE k k k k k k PLOT DATE: 10-28-2016 CUT OR FILL WETLAND k k k k o SLOPE NATURAL OR k k k k k '`� FINISH GRADE �•,• CAD FILE: H/2 hiTF"?. FT. MINIMUM kkkJOB NUMBER: 15- 133 AND MAXIMUM I �.'.� CHECKED: ------ NATURAL OR .,'' DRAWN: LRL / FINISH GRADE STATUS: BUILDING PERMIT V 0 O N GRADING GRADING SETBACK DIMENSIONS PER EROSIONCONTROL cu WCGO-14.12 .300 FIGURE 4 E NTS 02 . 0 _.,„ OS co I Pi o' N GENERAL UTILITY NOTES LEGEND ti r�a�, _ ., ---- - - ----- 1. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF SD PACIFIC HWY WEST 0R99L SW PACIFIC HI/1/19 UTILITIES PRIOR TO BEGINNING CONSTRUCTION. PROPOSED STORM LINE A ��� '9 SS PROPOSED SANITARY LINE i14V S► n 2. INSTALL CLEANOUTS EVERY 100' AND AT ALL BENDS 45' OR _, - - - - - - - - GREATER. FW PROPOSED WATER LINE (FIRE) -- 3. ALL ONSITE SANITARY AND STORM SEWER SYSTEMS SHALL BE DW PROPOSED WATER LINE (DOMESTIC) PRIVATE. 2 _ _- -- -- - - -- -- I X PROPOSED FIRE VAULT CATCH BASIN INSTALLED ra TE -I CATCH BASIN INSTALLED UNDER PFI PERMIT I 4 I 5 UNDER PFI PERMIT 19 PROPOSED WATER METER yr PROPOSED DC xS -- so - SD so so .s!}�l SD �(�I!/� o UHf� `�1. o ;ER OHP PS) f�P • sn O- SD O .SD �� S'D � 11_61---- SD SD off SD OHP SD = i� HYDRANT E 2' SD CITY _ • = L OOP - _a- HP; -,-T--- a P. P may: . . . . •- ." P PROPOSED FIRE 1� ' •-+'•.f:, VI ^�� . O a - X` ` fl W . . . w w . w w k ' " .r- . , ' . .. _ . . i. . . . ,T/ ` - - . �'�y n militi O "'_-'"-" YA/ `� •••l ;- Y - 1� -- .. .. �} ,,, . . . . �; '�`- ^l�'}1f { ,I.I r - v y-t,,. . . . i " A X/ _ - u...�.i r"--•. . " • e .(� " IJ I , 1... o /'� P;w p d -•�► 1 yy ______ w �. A PROPOSED FIRE DEPT. CONNECTION (FDC) `011 : • ov- y Y v 6 � � � - p v16 � LF,. -� �b 13 LF � >v'�- . 6 0 -' •- o ° o" o � ' o A ° 8" DIP (FW) r�-1 I)W P e n p. o ' • PROPOSED SANITARY/STORM CLEANOUT . , CoTG - /-.',7 \ PROPOSED STORM MANHOLE IE:179.00 e - I EXISTING BUILDING �'�10 LF-6" SD -� PROP.y ~ •- . `, '. ' PI ` ' I 1 O PROPOSED STORMFILTER MANHOLE : ST ,, 0 III�IIII •• II== 179.50 ������I I EA I N © PROPOSED LYNCH STYLE CATCH BASIN c L S G C7 : : iii Q CL 0 OFFICE • •- ; � =� ;� ® PROPOSED AREA DRAIN a EXISTING BUILDING ; . v, An _, 1" I5 LF-6" SD RD IE-- i 73.07 I "- I® PROPOSED STORMFILTER CATCH BASIN r zt6 n f . -' 0 8 L_LI a .I.I. 3 \ I 1 cc Q ® PROPOSED WATER VALVE I ` o n .� o > PROPOSED REDUCER N 1 10 LF-6" SD „ \ .o . 9 k �� - 'k IE- 178.36 z o z '6!' 6 � d o �, r- o I " 10 LF-6" SD 9 ` w ? W IE" 177.$6 10 178.08 RD "` • I I : : \I -__ -- ❑ = o �0 0 • I Q V - _� 6"16" WYE/ j ' Q�� ."• 11 N STORM DRAIN NOTES E g g PLJH \ .,.. . 48"S SDMH 01 A - CONSTRUCT TRAPPED CATCH BASIN. EL ° Q , �o� IN © SEE DETAIL 1, SHEET C4.1. ' :1. � C 1d LF-6" SD 4" SD �.1 ,� \ 'V (INSTALLED UNDER CITY OF TIGARD PFI PERMIT) - =f�,� s I- \ RIM: 171.77 INSTALL 12.1 LF 6" PVC C-900 © S 0.0975 FT/FT ' '_ . w" /'k IE= 177.35 RD IY IE= 170.50 \ Ito - Z I 12" 1E IN(N): 167.47 RIM: 176.25 , OTG �' '�{ ` I 12" IN IN(SW): 167.47 IE OUT (6"NW): 173.25 ■Et StorQuest. ,1E:) 76.85 ., \' : I SELF STORAGE PR POSED THREE-STORY > ...-• 16" IE OUT (SE): 167.22 CONSTRUCT STD STEEL CATCH BASIN STORMFILTER - I " .O i' _ LC' �" ��,�- I b`�d CONSTRUCT 72'10 WATER QUALITY STORMFILTER MANHOLE 6 1 CARTRIDGE (PRIVATE). SEE DETAIL, SHEET C4.1. WI . o / PARTIAL BASEMENT s'•t9a, so . . L : :� . 81 ISD�o (5 - 18" CARTRIDGES; LOW DROP) SEE DETAIL, SHEET C4.1. INSTALL 8.5 LF 8 SD PVC C900 0 S=0.3506 FT/FT 0 J 1 : «3 _ 4 WYE d M SE F STORAGE FACILITY ��j`�rr I I �i E8.6_ RIM: 175.03 RIM: 173.97 .�. 6 IE IN(NW): 170.27 lE IN (6 SW): 171.67 It o o = a) 0 I 1 of -off .? LFI$" I 12" IE IN(SW): 170.27 1E OUT (8" NW): 171.67 EXISTING PARKING ca �' PG \ I30 12" 1E OUT (NE): 16$.47 wrin > O ±916 LF 4" SD PERF. FOUNDATION DRAIN 1 < 1. �. .1/ a 10 or SLOPE TO DRAIN. SEE GEOTECHNICAL REPORT FOR DETAIL. 0 LL J 7 © q / EXISTING PUBLIC CATCH BASIN PARTIALLY BURIEDUNDER E INSTALL 6" EXTENDABLE BACKWATER VALVE MANUFACTURED I d �' \\N o W EXISTING BUILDING. BY "CLEAN CHECK" OR APPROVED EQUAL. cr) S. p /I,,�n WYE _ / Y gyp. I $ III I 175.09 11 I( I r,_,, I IE= ±170.50 ♦n 10 LF-6 SD .i /`-1 I I I CONSTRUCT TRAPPED CATCH BASIN. 4 II SDMH LJ, f n f �� ' 'k 1E= 175.59 ® : a Y P I SEE DETAIL 1, SHEET C4.1. $ D H `J 11 = _ , / q/ • ' \IE c' PL: of = l 8 (INSTALLED UNDER CITY OF TIGARD PFI PERMIT) U. < \. INSTALL 12.3 LF 6" PVC C-900 ® S 0.1293 FT FT V " / ✓ _ . I vi - . 163.54 )��� RIM: 176.43 / RIM: 173.73 ...I rx t COTG/8" CAP / I IE OUT (6 NW): 172.93 8" IE IN(SW): 168.38 �, 8"x8" WYE 6 d I I 12" 1E OUT (SE): 168.05 LLI 1615" WYE IE:168.69 la I 0 / I a (n O 1 174.3 10 LF-6" SD cr. - I 6" V J 11 ', 1E= 174.85 0 0 1 9 ROOF DRAIN SHALL BE DUCTILE IRON PIPE. �'"'� - P. 1 _. le-7; 10 LF-6" SD 4" SS : /::1 EXl TNG PARKING r/'� ® VJ Q COTG k IE= 174.58 SS IE= 168.50 `" " a• tea „ $ xfi R �.,.G,.._:_ 32.d LF-6" sD .': : : : : : r ' `•. r �' , I SANITARY SEWER NOTES LL ��� : 8x6 WYE o- 9 : : : : : I _i C7 N r I • - IE:174.00 0 �b . 1E= 172.00 r o t� = rn ID CONNECT TO EXISTING 8" SANITARY MAIN WITH 4" PVC v - . "' o / 4-- • I c . INSERTA--TEE PER CWS DWG NO. 530, SHEET C4.2. W z w w I�1 : : - " -r _ _ •Q . . . ,W" S' C�, 0- C° 1 ,-) IE IN (4"NW): 163.15 C Li 0 \ COTG/ �� M LF-6" SD I d ` X U ,� o q,-.D\11.9 I i` "�`� ; ; : ` " . : w EX. IE {8 ): 162.9$ Q w �, 12"x8 WYE L yrs "� / IE= 173.00 ,, 0 d -� , �. , . . n REPAIR EXISTING SIDEWALK AS NECESSARY. a O RIM:±177.00��: 8"x6" WYE a 10 LF-6" SD / 11.9 LF-6" SD 1►` 1 1 1 0 -o o ' : ' : "• .w y - - - - - - - - -" - - lE:t 72.00 IE:172.77 ! /IE= 173.25 / 17300 I\ N (IE= y� 1 � � � I �. 0t. I- W a � 12 x WYE 12x6 l!� I I "" C -3. IE:171.93 IE:171.34 12"x6" WYE 58.2 LF I // I • I11 I ii d! 12" SD PVC I `' I.. 62.3 LF 12" SD PVC D- 3034 100.0 LF 12" SD PVC IME I iI D-3034 -q� � \ • 7IE:171.09 � _ ' REVISIONS J `� - - ! / S=0"0107 D--3034 5=0.0107 - ' I S=O Qi 72 I OH . _ NO. DATE BY 12"x6" WYEI/ II-,_.- __ ,/ 16 I 4 7 rO � 12x4 WYE \ -Lip* 12"x6" WYE -IE:170. - - - - -� IE ,, L' END:175.33 I. ` : . - - vii IE:171.82 n W °� le?\68.12 h ' n 2/8/17 LRL (CONNECT FOOTING `� - • '' : . : • rte` . . , . ` 1.72. LF 6•FW PVC• C-900 .'.-a . : : : • . - -- . . - . . , ' ' . _ - . . . " ` _F �Iq 1I 1 I . DRAINS FROM . _ _ . . . ''-c-^- ' ' ' < < , " . . . . 4 . . " " " . . . . . \: --,' . - . . . . . . . _ . I 6 WDIP �I I 7\ PROPERTY LINE =tee" ' . . . , . . .� " T ==: ` " -- :__:. __ .-___•LI•- • 'I - _ T �:P_ROP_18" _- Y�i21'''',•2-.._' " . . . . -, WALL AND TRASH T : n �--_-':-:-•-• ^ j - sctX: � i S�• S!Z£:J Off;VEI?fF.ED 4 -_: P,BLT • _____.,_1:j,_:1 - o �' ti n A ENCLOSURE} 4 S -ss ss ;s Ss • - ss ss s� P ------ ___r_._ s -- ss ss s: ss s�• SS - sssX'-B SS (PER7=Y �AP,PS� ss ss Ss 4 `��`-' _ - - - __. �X-SSS _ �' -_srl� -- so _= _' :n' -- r I I - - - - -. ,... _... - - PROP. WALL I - ///r rIf/' , ' 1� \ /ti\ '� f' 1 1 �, -- - - - - -_ _ u, ISSUE DATES FOOTING DRAIN 0 0 cb i i�_'. 1 u' CONNECTION 6 s. -------- so E o 24f SD DESIGN APPROVAL: "' 34.1 LF 4"SD 9 (SIZE {�QT`� EXISTING COVERED PARKING i k k k AP VER{F{Fp� , PERMIT SUBMITTAL: ED �� PVC D-3034 `^ E, S=0.0902 EXISTING 71) ,_ k k k LBUILDINGPERMIT RECEIVED: �r �:,, kkk k k k BID DOGS: WATER NOTES U EX. FIRE HYDRANT /�� k k k k k k ` CONSTR• . DOCS: ____01 NV V V \/ V V 1/ 1/ _ i Y. 1. k k k k 1- Y 1 PUBLIC FIRE HYDRANT TO BE INSTALLED UNDER CITY OF , k k k k k k -� HOT TAP EXISTING 12" WATERLINE. 5 TIGARD PFI PERMIT. A , \ / ` 14°x36"SCALE: 1"=.20'INSTALL 1" SERVICE TAP BY CITY OF TIGARD WITH TYPE WETLAND �` .- k k k k PLOT DATE: 10-28-2016 0 2 'K' COPPER TUBING, 3/4" WATER METER AND APPROVED INSTALL DCDA VAULT PER CITY OF TIGARD STD DWG NO. , �.k k k k k CAD FILE: " RP STYLE BACKFLOW PREVENTER. CONTRACTOR TO 6 533, SHEET 4.2. \ �\ k k k k JOB NUMBER: 15-133 -tzVERIFY SIZE WITH ARCHITECT BEFORE BEGINNING I • CONSTRUCTIONSEE STD DETAIL, SHEET C4.2. ��,�� CHECKED: ---- . INSTALL 3/4" IRRIGATION METER BY CITY OF TIGARD WITH 7 DEFLECT WATERLINE UNDER PROPOSED STORM MAIN WINDRAWN: LRL 01---Ti A MINIMUM OF 6" SEPARATION" STATUS: BUILDING PERMIT BACKFLOW PREVENTER. CONTRACTOR TO VERIFY SIZE WITH ARCHITECT BEFORE BEGINNING CONSTRUCTION. SEE ` N LANDSCAPE DRAWINGS FOR IRRIGATION DETAILS. 8 HOT TAP EXISTING 6" WATERLINE. 20 GRAPHIC SC0 ALE 40 in INSTALL WALL MOUNTED FIRE DEPARTMENT CONNECTION CONSTRUCT PRIVATE FIRE HYDRANT, COMPLETE AND IN 1 INN _ _i I ' COMPOSITE UTILITY PLAN 4 (FDC). FDC SHALL MEET ALL APPLICABLE FIRE 9 PLACE PER CITY OF TIGARD STD. DWG NO. 542. HYDRANT A PREVENTION CODES AND REGULATIONS. FINAL LOCATION TO SHALL BE PAINTED RED. ( IN FEET) b BE DETERMINED BY ARCHITECT AND MEP DESIGN. FDC 1 inch = 20 ft. 0 CD___, MUST BE WITHIN 100 FEET OF HYDRANT. C 3 ■ I_ co 5.0' I ,'-6.O'-/ LANDING-7 6.0'-/ NC. 41,, I// t7)SIDEWALK RAMP MIN. RAMP SIDEWALK fe�', y ,%- r 6" THICK CONCRETE r��\ '' 3" 1/2" 1/2" 1/2" DETECTABLE � a I � r`i 4`• , '� LEVEL 3, DENSE HMAC 2 LEVEL 3, DENSE HMAC WARNING E�0 a ti . {PG 70-22) (PG 70-22) HANDICAP SIGNAGE s . \ al #4 REBAR AT 24" O.C. SEE DETAIL 10/C4.0 ", N ��o• •o�o� �._�__._ 'AMP �;�p•:�a�o�. RAMP �- N � � 1 - BOTH WAYS cv :12 MAX•`�af,Q�� �,,; 1:12 MAX V� S► Q 'fi'. -.1 . '''''"''''',9 .: .M....'... '..# 1 aP : iN '.,-x.-'4"-5 , ft,.aiwe di ..YSki 3- }awl. '2," " � � �,� t." y .. � � ...../- °d .' 4 r ( p r �p� Mir 00 p. (TYP.) MAX SLOPE MAX SLOPE gt CONCRETE oQ14740 `��� �`-1 �0 0 p FOR H.C. FOR H.C. WHEEL STOPS �� p o „ ACCESS ACCESSp0 l ��dPllp\--'4&-)c117r__,L_ p 4 WIDE =1:50 -1:50 {WHERE SHOWN} 0 �� �• �� •�! , o WHITE " ---- I I /1*----/I I I I I ! ! 1111 '1-11 -17L V 1-47(-- I I - I I I I I I 1 1 1 1 V I I I V I I I I I' ¢ STALL ---,----4 <V7II I 11 IIII III I II I - I _ 1-cr) STRIPE 2.0 -- -- 4„ 1----Ali\ : -- _ 4\ .\f- -III III III IIIIIT ____I 7771 I III- --11111 III II , • -( IIII- '3 VIII VIII_ ao MIN. 7r ,m (?6 ,, N C6A5C"--"--"---- 6" (1 "-0") AGGREGATE BASE CRUSHED AGGREGATE BASE ROCK CRUSHED AGGREGATE BASE ROCK AN A >36' TYP WHITE PAINTED -\-----_ INTERNATIONAL WOVEN POLYPROPYLENE GEOTEXTILE FABRIC WOVEN POLYPROPYLENE GEOTEXTILE FABRIC WOVEN POLYPROPYLENE GEOTEXTILE FABRIC /-4'-6"--K -12" HANDICAP SYMBOL OF VAN ACCESS AISLE ACCESS. STROKE WIDTH: COMPACTED SUB-GRADE COMPACTED SUB-GRADE COMPACTED SUB-GRADE 9.0' 9.0' 9.0' 3 INCHES HANDICAP _ , WHITE, _STANDARD �VAN ACCESSIBLE_�� 6.0' � , RETRO- NOTES: PARKING HANDICAP (8.0 VAN) ACCESSIBLE REFLECTIVE o NOTE: CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR NOTE: CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR STALL PARKING STALL PARKING STALL PAINT 1. CONCRETE SHALL BE OREGON STANDARD COMMERCIAL GRADE CONCRETE PER SECTION 00440. SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. - PARKING STALL PAINTED MARKINGSz L TFd HEAVY DUTY A.C. PAVEMENT LIGHT DUTY A.C. PAVEMENT HANDICAP PARKING STALL .� o CONCRETE PAVEMENT DETAIL 4 DETAIL DETAIL DETAIL 1 ••r.. C7 a cg SCALE: NTS 04..0 SCALE: NTS 04.0 SCALE: NTS G4"0 SCALE: NTS 04.0 o a (/) 0 0 uj z momsmom cc < o Csj FACE OF CURB FACE OF CURB z i _ q WIDTH OF STREET R1„ " " WIDTH OF STREET R1" -N 12" RYz„ o 17 _ ` JOINT SEALANT. 1.7" e .:a a a .:4 /( AS SPECIFIED - 0.45'-0- (I.� •v, to d. 6 d Y" RADIUS, TYP. DUST TOP SURFACE WITH WHITE SkUCA SAND 2% MAX /-4* THICK • OIQUe5t . 0.2" ) 1d v V :4 \ c ` :a ' u -dig CONCRETE• - - _ - = --I7 " . •_ � 3 } :' ., . . °i I III- I I I- L . . j21111SELFF STORAGE 0.90� O O O R Rfl I .-1I I I -,. r u : • n • lI-- 191 \ � �4 � � BACKER ROD: } \\(. - - II -III - I a �. ., , � � p -I I- I0 0 0 o c Oo STANDARD a 44WIDE • 4ai �� EXPANSION JOINTT1MATERIAL i - I . . .III=1 II I _ _ I_ I =III, ,III-11 = I MIN. 2" OF " - 0 =111-7----111=111=111 III ( J ,I'f Y4", TYP. CRUSHED AGGREGATE COMPACTED a d ` \ SUBGRADE 0.90" 5' 1). ,}' #0,4 11:::( CURB 9„ 15" I NNT ; EXPANSION JOINT NOTES: �,,, 1. CONCRETE SHALL BE OREGON STANDARD COMMERCIAL GRADE CONCRETE PER SECTION 00440. 1. CONCRETE SHALL BE OREGON STANDARD COMMERCIAL GRADE CONCRETE PER SECTION 00440. W TRUNCATED DOME DETAIL RAMP TEXTURE PATTERN 2. EXPANSION JOINTS A. TO BE PROVIDED: 2. STANDARD SIDEWALK CROSS SLOPE SHALL BE 2% MAX. "' DETAIL 1) AT EACH POINT OF TANGENCY OF THE CURB. 1/4" RADIUS, SMOOTH ,L, 2) AT EACH COLD JOINT. TROWELLED JOINT, TYP. 3. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MIN, DRIVEWAY SECTIONS Fw.,.l 3) AT EACH SIDE OF INLET STRUCTURES. T/4 INCLUDING SIDEWALKS THROUGH DRIVEWAYS SHALL BE NOMINAL 6" MIN. � ' i NOTE: 4) AT EACH END OF DRIVEWAYS. I I LL# O PLACE DETECTABLE WARNING TEXTURE IN THE LOWER 24" THE 5) AT LOCATION NECESSARY TO LIMIT SPACING TO 45 FT. .\\14.___ 4. EXPANSION JOINTS WITH PREMOLDED FILLER SHALL BE INSTALLED BETWEEN DRIVEWAYS AND r f 'THROAT TRUNCATED THE DOME ORAS SHOWN ON THE DT TEXTURE ARRANGE DOMES OFF[NG IN-LINE B. MATERIAL TO BE PRE MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, WITH AY4 T SIDEWALK AT THE DIRECTION OF THE ENGINEER. CONTRACTION JOINTS SHALL BE INSTALLED AT M+ THICKNESS OF 1/2 INCH. 1 APPROXIMATE INTERVALS OF 15 FEET BY CUTTING AT LEAST 1/3 OF THE DEPTH OF THE PATTERN ONLY AS SHOWN IN DETAIL. COLOR OF TEXTURE SMALL BE BLACK. FOR 3. CONTRACTION JOINTS I4 CONCRETE. "DUMMY" JOINTS SHALL BE INSTALLED AT APPROXIMATE INTERVALS OF 5 FEET. CONSTRUCTION OF SIDEWALK RAMPS OUTSIDE OF PUBLIC RIGHT-OF-WAY, CHECK WITH STATE A. SPACING TO BE NOT MORE THAN 15 FEET. BUILDING CODES. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 2 INCHES. 5. INSTALL AN ISOLATION JOINT BETWEEN BACK OF CURB AND SIDEWALK, AND AROUND ANY MASCO CAST-IN-TACT 3 CEMENTTTIOUS PANEL OR APPROVED EQUAL. 4. BASE ROCK 1-1/2" MINUS, COMPACTED TO 95% (AASHTO T-180). BASE ROCK SHALL CONTRACTION JOINT OBSTRUCTION WITHIN SIDEWALK AREA. W Lt. CO BE TO SUBGRADE OF STREET STRUCTURE OR 4 INCHES, WHICHEVER IS GREATER, AND SHALL �'q ••J EXTEND 12" BEHIND THE CURB. •�•�d W T 6- U Z DETECTABLE WARNING STANDARD VERTICAL CONC. w SIDEWALK DETAIL 5 � a � DETAIL 8 CURB DETAIL 7 CONCRETE JOINT DETAILS { 5 SCALE: NTS ° SCALE: NTS (�4.•0 SCALE: NTS �,'4."0 SCALE: NTS 4•.0 C4.0 0 cn ❑ U) z EXPANSION JOINT ` 24" /r 12" ,� ,� 12" ,/ r ~ TOP OF CURB-\\ *mac -� . / 111 " F' SEAL Y'° DEEP HOLE W/ MORTAR REVISiQNS ` `I` .'' . TOP OF SIGN BACKGROUND: RESERVED NO PARKING 6' > . • '' °•. .' PAVENMENT BLUE FIRE LANE NO. DATE BY °• , • PARKING � 2/8/17 LRL SIGN LEGEND: TOW AWAY ROUND OFF 16" WHITE ZONE - ••• " i CONCRETE CAP - . •Ilia 5 C i r r .4"0 DIA. SCHED. 4a . .. ,. a .. r . " "i a ] SIGN N0. OR7-8 = ORS 98.810 to ` ` Al GALVANIZED STEEL \ �. . .- - `33� - -• 98.812 � � 1.0 LONG � �"X18" REBAR STEEL PIPE, ' (TYP. 2 PLACES) 0 CONCRETE FILLED, NOSE DOWN CURB DETAIL 12 ,,,______9._____,/ (PAINTED YELLOW) I \\ �� ` /�\ N SCALE: NTS 8 VAN Q ; ISSUE DATES `O AEXIST. GROUND SIGN NO. R7-8P-P."' ¢ SECTION DESIGN APPROVAL: H ACCESSIBLE M 2"N ID GALVANIZED STANDARD `� 11111 11 '.-..":11 _ / 30" / STEEL PIPE, ROUND OR -,t `� PERMIT SUBMITTAL: N - "= 1 I�:.• 1 - �� TRAFFIC LINE WHITE PAINT SOLID (TYP.) SQUARE, IX z " PERMIT RECEIVED: WITH CLOSED TOP a m MANUAL OF UNIFORM 4 MIN. � III �• � I I-::- z �k;, �,, .� 11111 !'" IIII $ 4 l „ • 1 TRAFFIC CONTROL DEVICE {�P ) BID DOCS: I I' - 30 y 30 }� ASTM A120-65 . �- " CONSTR. DOCS: N CONCRETE FOOTING =IIII I • :.I I..: o /- ( ) z, R7-1 c FASTEN SIGN TO POST -v`- 5 n a 18" „It - to i 2 X :11111 ' -,:` I 1.-•' -: 10._ K' 30" F PER MFG. RECOMMENDATIONS --,/ - = =1111 •L� . _ � - dr „ '� r ' I 18 R D IIII it �� IIII-�-I�I, IIIL `� _ o cr, •=11111=11110.1 1 111 1 -6" SEE SITE PLAN FOR 24"x36"SCALE: N/A o f---18 --� LOCATION AND . ' I , , .Il' CONC. 1. PLACE NO PARKING FIRE LANE 6TYPN " PLOT DATE: 10-28-2016 TOW AWAY ZONE SIGN, ORS 98.810 ( ) i MIN. DIRECTION ' SIDEWALK TO 98.812. 72 CAD FILE: FS NOTES: " . r " JOB NUMBER: 15-133 1. FIRE HYDRANTS SHALL HAVE A 3 FOOT CLEAR SPACE MAINTAINED AROUND THE I` �-- 12" DIA. CONCRETE co 2. PAINT CURB RED AND MARK "NO 640 a CIRCUMFERENCE EXCEPT AS OTHERWISE REQUIRED OR APPROVED BY THE FIRE 3b" \ FILLED POST HOLE �� „ CHECKED: ---- MARSHALL 4 PARKING FIRE LANE", AT EACH 25 C3 \ �� FEET. LETTERING SHALL HAVE A DRAINAGE DRAWN: LRL a 2. GUARD POSTS SHALL BE INSTALLED PLUMB ` 1$" STROKE OF NOT LESS THAN ONE < SLOTS 1 \ INCH WIDE BY SIX INCHES HIGH. 9"�� STATUS: BUILDING PERMIT 3. CONCRETE SHALL BE 3,300 P.S.I. (28 DAY) AND PLACED AGAINST FIRM "�.. \( 6"- N UNDISTURBED NATIVE SOIL AND SHALL BE THOROUGHLY CONSOLIDATED. ` -18" -18" -12° SITE DETAILS HANDICAP/NO PARKING SIGN PRECAST CONCRETE WHEEL •-- / 1 1 9 BOLLARD DETAIL 13 DIRECTIONAL ARROWS DETAIL I 1 DETAIL 0 STOP DETAIL SCALE: NTS 04.0 SCALE: NTS C4,0 SCALE: NTS C4"0 SCALE: NTS C4.0 'S 04 . 0 _____, 1. Co r I r,-.)- V.• N. R '`,;, A O' cl.- SPECIFICATIONS c•••,„...„1 „ ���.\ + • J 0 STORMFILTER CATCHBASIN DESIGN NOTES 1) �A�LL WELDED, SOLID CONSTRUC11ON, p `; o STORMFILTER TREATMENT CAPACITY ISA FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN Y" PL. BODY, WITH Y" PL. GRATE 0 J v cece HAS A MAXIMUM OF ONE CARTRIDGE- SYSTEM IS SHOWN WITH A 27"CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18"CARTRIDGE. STORMFILTER FRAME. LYNCH GRATEMASTER OR CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL � ,r -way En PEAK HYDRAUUC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY.AN UPSTREAM BYPASS STRUCTURE IS APPROVED EQUAL. V REQUIRED. 2) COATED INSIDE AND OUT WITH ACCESS COVER CONCRETE COLLAR CARTRIDGE SELECTION ASPHALTIC PAINT. AND REBARTO MEET CARTRIDGE HEIGHT 2r / 18" 1B"DEEP 3) SUPPLIED WITH EIGHT ANCHOR HS24 IF APPLICABLE BY BOLTS EACH. • w - ' '. MINIMUM HYDRAULIC DROP(H) 3.45' 2.3' 3.8' �.. �•:,?• i' .• ,! '. �A CONTRACTOR SPECIFIC FLOW RATE{$pml 2 gpm/ft' 1 gpm/ft■ 2 gpmlft' 1 gpm/ft' 2 gpm/IP I gpmlft' • ,.: . , ' ' , . '-• CARTRIDGE FLOW RATE(gpm) 22.5 ! 11.25 15 7.5 15 7.5 28" HEAVY DUTY TRAFFIC,---- .. . 4) DUCTILE IRON GRATE. 44.••••;•••�+l I A PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 A •:••:•:•,:••••••••••'� I ;_ ' ( ) I,'4• 2-0' SAW CUT EXISTING A.C. GRATE - INLET PERMANENT A 7'-0" """"' TO NEAT, STRAIGHT ♦..++...♦ + OVERALL STRUCTURE HEIGHT(B} d'-E)" 3'-g' 4'-0" +• ++++++++++'+++•++ �' *` I ° GENERAL NOTES LINES, PAVED AREAS UNPAVED AREAS i .+++....+..+...+. .moi_�'= . . . , m • +++++++�+4.�++++. "- ? 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. •' *�+i+i+t••�+.i+.+ 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR 'A; `. ' -'a 1 CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. vrw+H.ContechES.com RESURFACING MATCH :�•.,+'•. '• .. :, , ' ` ' 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH AU.DESIGN DATA AND INFORMATION CONTAINED IN EASING A.C. • • • . �_,••,VANED INLET GRATE THIS DRAWING. PAVEMENT EXISTING PAVEMENT DETECTABLE {' ". '`f- �• : ~ . (SOLID COVER OPTIONAL) 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY \ X SECTION C WARNING TAPE ‘t7-1 CONTRACTOR.5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD 1/ / \ \\ \\ \\ 2'-4" 2'-4" OUTLET STUB 15 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER, CONNECTION TO COLLECTION PIPING CAN BE MADE I \ // // \ .". AC PAVEMENT SECTION �INS1DE RIM INSIDE RIMi USING FLEXIBLE COUPLING BY CONTRACTOR. �. .,=`•.: ` :.� / >>\> \/\/ 1'-0• 4'..5 4" 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD ! 0 \\ : • \/\ COLLAR OUTSIDE RIM RATING ON STRUCEURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH QUANTITY(2)ft4 REINFORCING BARS TO ..;_'....s ' .' • 0 v -1 / ¢ RIM PER PLAID BE PROVIDED BY CONTRACTOR. . 7. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE p� .-..'j-\a� _. /` / \ - g \ 1 # E W ... PLAN VIEW 7-INCHES. FILTER MEDWCONTACT TIM SHALLBE AT LEAST 37 SECONDS ' � _ : : : : . - " ¢ ¢ a� l 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). 5 " ..: X17 �- �' �, \ 1-c.-.3. ~ -- we'`- ere " +e. INSTALLATION NOTES _ • // •i4-i=��- " -i0-1�I5� A ANY SUB BASE BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY �- :.'.S )� i��f \//\%\ \ ¢ • !� 12 -� - ENGINEER OF RECORD. ..-- `� \ B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES a 0 a r 1 \\ \` \ \ N N Z ` -I �D U.N.O. �� I OUTLET PER PLAN PROVIDED. ` _ C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION RELATED EROSION RUNOFF, M N • /�/\/ _ J '�I I 1111-1 _I I w :.. �. ���O_,` // \ .... tz. I HINGED = :� �� /\\���...... \ LAJ �I CO R .�'Y - 45 DECDEG. BEND ,.,,. 4'4'4" OPTIONAL TOPED LED FLOATABLES LI- \ ..: .:..likp___\`7' r�6.1 U)- ...... \ aIVE 144110, (TYP.) VB PERMANENTLIFnNGEYE1-CARTRIDGE CATCHBASIN �„ MIN. ABOVE OUTSIDE OF PIPE BELL ►eL� • l STORMFILTER DATA 1 o , t.0 a POOL ELEVATION (TYP,OF 4) W L C z W ¢ o �A" g== VARIES w FINISHED GRADE -�- f1 STRUCTURE ID 6 O 2 Ca : : : : : 1illp 41-1 -> lin.. 0= h;•"+ I r""1 :... a ' .."�.^ _ ` WATER AAU FLOW QUALITY {11cfsl W TE(cis) 0.22 �_ CL`V :_::;:::: '... �� �im �U p�di ;: 1� _ , - __-- y CC : I �`r, W a CC 0 �\ ip I. • I RETURN PERIOD OF PEA FLOW Tura) 25 CI- r) ¢ • • r- N 7 iR 1 / \_ C MEDIA PE LOW RATE NotGAC,PH PE 15 E . . . ` Z STORMFILTER WEIR WALL Y TY E CSF,PERLfTE,Z G, A S� £!LR f - Ill? • I = (J O CARTRIDGE FILTRATION -�-5" �v (n a C7 BAY INLET FILTRATION BAY 5" RIM ELEVATI N 173.97' - / OUTSIDE \ 24" • I Lu z w m INLET PIPE DATA: I.E. DIAMETER I "'` A' DIAMETER / ��1•• GRAVEL BACKFILL �1 J '""�� o �, 1 �`� FLOW vs all). #' �1.,::; - oo•. �'1 >2 OUTLET STUB i 171.67' 8" W - W ! '1 1 I' ��� / •, •� III ( � c a_ INLET STUB 171.67' fi" as W ¢ :Ix N¢ • 1 i INVERT ELEVAl1ONZ W ¢ ZW �� �� / 6� I` 1 / v (I.E.) ASSHOWN �PERMANENT [� O W Q- Q ¢ (� 1 i, ' 1. / " i _I% POOL ELEVATION � INLET sTt16 INLET STUB COIdFIGURATE � a c � � = Y�• �' 1•�1•� � �,� ill-*Iiiii: co 24 SQ. / II- � .o n (DPTEONAL) (OPTIONAL) \_ ��..�.� rl►�.. ,....41.111.4704 :: \ v 1- 4N PLANS p a 0 3 OUTLET STUB ouTLET OUTLET c� CARTRIDGE < 1 a O INLET•■� �■ INLETS c� c� �� ��j.�.��,l� �r+'t�i �� • \ N BEDDING i 45 DEG. BEND a a aSUPPORT rO \ . .:. . . ...... + +'- .:.:: \ „_f FROM FLOWKIT Flow KIT INLET INLET ° : : :"" \ I 1 (TYP.� : : • : ; : : _ BELOW OUTSIDE - iCLE ANOITI �� ��-' o� �� o� v _ CATCHBASIN FOOT 13 ACCESS PLUG 2-0" FROM FOOT {SLOPED LID NO j__ (TYP.OF 4) ON WEIR WALL INSIDE OUTSIDE (TYP.OF 4) SOLID COVER NO 6„ / �" OF PIPE BELL f1=-1 .4101 �•����•••_�l l i�I -- 2'-0 • -- UNDISTURBED EARTH 11) f I" S Stor'ues NOTES/SPECIAL REQUIREMENTS: �- �- I I-�I I I I�I - I I I -= I I I - SELF STORAGE 1 1 1-I I I I - /I I I-I I I I I--"I/I I I /I I I i- SECTION A-A SECTION B-B LLI 0 J Ate CI> NTECH' 1 CARTRIDGE CATCHBASIN Storl)1FilterFS ENGINEERED SOLUTIONS LLC STORM FI LTER TRENCH BACKFILL BEDDING .-� -�."... ..WI w-- 9025 Centre Pointe "� �` stChester,o1145069 STANDARD DETAIL 9003381122 519457000 5136457993 FAX AND PIPE ZONE DETAIL 3 TRAPPED CATCH BASIN DETAIL 1 (1)•::t SCALE: NTS C4. 1 SCALE: NTS 1 C4. 1 0 LI- _ LT W V LL A W • P VJ O STORMFILTER DESIGN NOTES I- STORMFILTER TREATMENTCAPACITY ISA FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE . -` STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(7). VOLUME SYSTEM IS ALSO AVAILABLE WIN MAXIMUM 7 CARTRIDGES. T - 117 U♦] 072"MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY 13 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE I3 A / } REQUIRED. 71 a '. Q CARTRIDGE SELECTION = N ,w:' ~1.. i, SUMP CARTRIDGE HEIGHT 27" 18" LOW DROP r _ r4 A U' N RECOMMENDED HYDRW RATE{A�ULIC DROP(H) 3.05' 2.3' /�`1.8' t.LCARTRIDGE SPECIFIC O O RATE(gpm 222 I 191.25 2 gpm)ft i gpmJ}F �2 gp1D `) 1 g sm�' 0 o W zz 1 •wIIII� A15 I ��•- _ _ Li O F�Iv C�11I I. A 18" `• g u) U w INLET , (: 1 • J ,I ,l li Q PLAN a O ■tee; re em,' =� " OUTLET {c,�,k1;:-:-77,1111ii'7 O 41111.,:....i,••:•,' 7x'I.D.MANHOLE SITE SPECIFIC f (1� In- c). ' STRUCTURE DATA REQUIREMENTS LLt Q • (86')D.D. STRUCTURE ID 2 CAST IRON FRAME & COVER TO RISER O.D. MECHANICAL TOP SLAB ACCESS _ WATER QUALITY FLOW RATE{ds) DA9 FINISHED GRADE IN PAVED AREAS. }Y MIN. GASKET W/ GASKET 01 Z N SEE FRAEANDCAST IRON FRAME ~ COVER DETAIL ` EE 123• EEQUIRED 5 A-C. OR CONCRETE PAVING OR OTHER SET IN CONCRETE. PLAN VIEW = _::.:. _:... CARTRIDGE FLOW RATE 10 E MEDIA TYPE(CSF,PERUTE,ZPG,GAC,PHS) PeAit9 SURFACE \ REVISIONS STANDARD OUTLET RISER TI= •: . FLOWKIT:42A .+4.4.„1.0.1..,. PIPE DATA: I.E. MATERIAL DIAMETER '� i- \ NO. DATE BY i :i___ __.::_ : INLEETPIPE#1 170.27 PVC 6" NOTE: 4 MIN. [ % '4111=1111i= L " /� \, S;. '' i_`- - >`, INLET PIPE t12 170.27 PVC 12" 1 MAX. / \ 2/8/�� LRL 1. CASTING SHALL MEET H2O _ J %, r I-II�. � \<'r, OUTLET PIPE 168.47 - PVC 12" LOAD REQUIREMENT =1 2� "'�'��iasas'`` / 14 RIM ELEVATION 1 175.03 - ( I _ • - . -'.. `. •, - 1 I 1 12"X18"X18" : . . _. ANTI-FLOTATION BALLAST WIDTH HEIGHT 2. PROVIDE RISER AND MATERIAL / - :•.,.,'- • • .: =--- 33 p • TO MATCH CARRIER PIPE. (U.O.N.) - ((- 11 1 I 1 i i #i i 11 3,000 F.S.I. /� CONTRACTOR TO GROUT TO FRAME AND COVER NOTES/SPECIAL REQUIREMENTS: -11111= III I _1 I I 1 CONCRETE PAD /4\ CO FINISHED GRADE �..i J (DIAMETER VARIES) PROVIDE Y" CLEARANCE FOR l I I_ L\ Z GRADE 'i S •PER ENGINEER OF RECORD CONCRETE PAD AND RISER PIPE. RING/RISERS ,v� ' ,,, ISSUE DATES ed , '. F ,,� �T•`•:"4'. : �4:4•'•'•;,' *;•�.; 4� 1 =1 RISER PIPE DESIGN APPROVAL: GRANULAR TRENCH BACKFILL .I '•••'= ' '• • ' • PERMIT SUBMITTAL: .4 GENERAL NOTES 45' SHORT BEND D` ..•( I� Q r-�-., FLOATABLES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. �,A•, 4 PERMIT RECEIVED: N -� ¢: BAFFLE 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. •'4 ': STORMFILTER ,, 3. FOR SITE SPECIFIC DRAW NGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACTYOUR CONTECH ENGINEERED SOLUTIONS • _ CARTRIDGE •4, LLC REPRESENTATIVE www.ContechES.cnm WYE BEND 2 u'. �M, BID DOCS: -t / 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS • _ r DRAWING. � - i ��Of STANDARD WYE WITH PLUG CONSTR. DOCS: �• ; INSIDE HEIGHT 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THE Alga' �,or •' AND RUBBER GASKET. Cn ---. aft I 8' TYPICAL OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO � •, ilk�� �► "ID '•: • M306 AND BE CAST WITH THE CONTECH LOGO. - - 1. HYDRAULIC DROP 6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL INLET PIPE (H)INLET INV. BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. - - - - � u �s,SCALE: N/A - 'e. TO OUTLET INV. 7, SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq B). a- •: , I _- - - PLOT DATE: 10-28-2016 I �, lir I INSTALLATION NOTES �0AD ��,�.�- X.1 T �� ES . 1 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE CN ,:•,, ",, ,.- . -. . SPECIFIED BY ENGINEER OF RECORD. o CAD FILE: 'r:• ar-./ I`r�1. A ... ...---o, ,�-., )mar-7 &,Ak 4' `Z+'p "•,'�•:'":�., y •k'.'. r 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING ANDRE REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 10B NUMBER: 15-133 ntD 3 FLOW KIT 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. SECTIONA--A CHECKED: OUTLET SUMP 4, CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET PIPE(S). ---- Q HOPE OUTLET RISER-I 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE b OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED DRAWN: LRL 1IN CUT UNE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. N SECTION A-A B. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-REJATEDEROSION RUNOFF. STATUS: BUILDING PERMIT in a CONTECH • SFMH72 cv h., u. 4 ENGINEERED SOLUTIONS LLC STORMFILTER STANDARD CLEANOUT DETAIL UTILITY DETAILS cri StormFilter www.ContechES.com ✓ Y:,ie;torm L.71.- 7.7= 9026 Centre Pointe©f"8 1°400,West Chester,OH4t� STANDARD DETAIL SCALE NTS (/''��4 •� 800.330-1122 513.645.7000 513-645-7993 FAX �/ I • O Or b ,::, C4 . 1 66 THE DETAILS ON THIS SHEET WERE PREPARED BY PUBLIC AGENCIES AND EQUIPMENT SUPPLIERS. THE RESPONSIBILITY OF THE PROJECT ENGINEER 1S /s//' LIMI TED TO THE SELECTION " PUE APPROPRIATE TO THE OUTSIDE OF WITHIN c '' !/ 0 / '. OF THESE DETAILS AS PAVEMENT PAVEMENT 7'-O" 8'--O 5'-6" 1 .4ta4,4V "+ PROJECT. v-----0(31 SIDEWALK , ',■�; ■.t■I:or- _ ] , , iiamr.►��.tii:Ili�iiFfrl�f ., ..i. q• .y •'. : .. •:` `;-.` ;,11L.'�I #::',�''` F/`�hy "'%. / u 18" CAST IRON 910 BOX -'. 7 = ,.Ori; / i ♦ �.. . ♦✓ / , PROVIDE 24" BYg 13 •-::.4.-'4-r.:-4i--f30" �j f�\ 12"x20" ROTOCAST METER BOX," MIN SERVICE LINE DEPTH WATER METER .. . . ... e� "' .� w/12 x20 COVER W/5-1/2 xl 1 4" THICK CONCRETE -" k..'- ,i--f } ._ . __. .. N INSERT WITH NO PAD (SEE NOTE 4) _ _ - TOUCH CAST READ HOLE IN THE. TOP PLAN ` / HAND TAMP BACKFILL OR INSERT. NO HINGED INSERTS METER BOX AROUND TOP SECTION t 12" MIN.' SIDEWALK ADJACENT TO CURB 1" UNION EACH SIDE r .DOUBLE CHECK IQ v ® VALVE ASSEMBLY 1 j ,,■l; .Al. , TO IRRIGATION . sr ♦��� ��iIItI� -�---- 5'-6" 5'-O" 8'-O" PUE .�4 i - - ! 6" ASTM 3034 PVC I t ---f 1'-6" 1 i 11 1r . .��It'll / f� ;rill . I'S d I��� `�4 •� _ f�f oli f �,`. �'�ifl • ,� - f %�%��//��/�/i/i%/i li/i�li�/i�N'�N 'l ��� 24" NUT EXTENSION ..4. ,`` `.�`-`````--• ' . - . . - - ��' ��` fI TO RESIDENCE OPERATING - . -: =.�;�%�Il�'�I.• �;= • (SEE DETAIL NO. 505) �' - :, 411111 1:--:, 41.,II,;--.�1 ,;1 PLAN 1 30" MIN SERVICE LINE DEPTH " " ,�'!=� �1�'ow." :i��iI -'0IM " 12 x20 ROTOCAST METER BOX," WATER METER „•' 12 I W/12 x20 COVER W/5-1/2x11 * r;., .r �,; _ • CAST IRON INSERT WITH NO ` 0,� 4:s�.• r • r®.•j, METER BOX DOUBLE CHECK TOUCH READ HOLE IN THE TOP ,iii- �r'Du r� �4e: ear, -',L.11.711`14� J L__ OR INSERT. NO HINGED INSERTS 01 "' 41r ••9, r • VALVE ASSEMBLY o 1 l l SIDEWALK WITH PLANTER STRIP AT CURB CRUSHED ROCK BASE I I ��� f� .."1;74-1•11•0 " . " ! - �l�f� 1�� 12 -• 18 r ci : • ELEVATION �`�i` !t' . _ is _ 1. SURVEYOR TO INSTALL TEMPORARY HUB CUSTOMER SIDE ��� BOX SPECIFICATIONS !• 1.■11�7,.:�ti,•I•�,. ..;.= 6" ■�"~ Cl), �f r! DEVICE �ti ��.�� .�1 :�. . ., r r �.i •• C3 f f AND GUARD STAKE AT LOT LINE FOR •• •'�r"'�i z z °S METER INSTALLATION. 1 v SIZE BOX TYPE +` 1�'ri r � • . ��►'• o z NOTES: . . 1' �• 1" UNION EACH SIDE I�r>-.;.r fI�' •.;G; s• o /, 2. BOXES SET IN CONCRETE SHALL BE 8-10" " •,�•'•'<''�;� 0 „00 �� • NOT TO EXCEED 0 o z 3/4 - 1" BROOKS #1419 SERIES OR EQUAL • r� ' • • • z 1) VALVE BOX NOT TO REST NEXT SIZE LARGER. _..,2 SEE PLUMBING CODE r •"` 24" DEPTH p cc E ON OPERATING ASSEMBLY. 3. CENTER OF METER BOX TO BE OFFSET - "= FOR DEPTH OF 1 1/2" 2" CARSON 1730D P15L OR EQUAL q 2) OPERATOR EXTENSION 1' FROM PROPERTY UNE. t' "-4" "'` COVER CRUSHED ROCK BASE ELEVATION w g Z g 4. BANKED METERS WITH SHARED SERVICE .. .�: LU -� REQUIRED WHEN VALVE NUT CDI' =,:. . .�• - z �. " LINE TRENCH SHALL HAVE 18" MINIMUM INSTALLATION SHOWN IS ONLY A SUGGESTION. p o ix oIS DEEPER THAN 3 FEET 24 DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN -} _ INSTALLATION SHOWN IS ONLY A SUGGESTION• a E a 1 FROM FINISHED GRADE. 5. IF WATER METER IS LOCATED IN A 3/4"--O" METER 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 3) CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. AXIS OF OPER. NUT. ARMORCAST 17"X30"X12" RPM 20K WITH MUELLER 1" B24258N (THIS IS 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 4 PROVIDE 24" SQUARE BY 4" THICK A ONE PIECE 17"X30 RPM 20K COVER AN ALL 1" 300 PSI BALL COCKS IF BELOW GROUND INSTALLATION. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST StorQuest UeS . OR EQUIVALENT. IF TWO METERS ARE COCKS IF BELOW GROUND INSTALLATION. In :• VALVE NO LEAD ANGLE STOP SELF S TO R AG E CONCRETE PAD AROUND VALVE I 24" OR EQUAL BANKED IN SIDEWALK AREA THEN } 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, BOX OUTSIDE OF PAVED AREAS DISTANCE BETWEEN ANGLE STOPS WILL AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD BE 24". 1" TYPE "K" SOFT COPPER TUBING FOR INSTALLATION. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS • - SEAMLESS FOR INSTALLATION. J CITY Y OF TIGARD Roan ur: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE CM OF TIGARD APPROVED un NO SCALE Ft OREGON THEODORE S. KYLE, P.E. OREGON LORI FAHA, P.E. OREGON LORI FARA, P.E. CITY OF TIGARD � NO SCALE " ..,,t.)� ul /� /� OREGON THEODORES. KYLE, P.E. IRRIGATION DOUBLE DWG, Na Mt, ENGINEErrII.TGD7VrS70N �,,.E„�, TYPICAL GATE 1?1MCi. NO. p.. ENG7NEERDVGDIVISION D1+YG. N0. 7iNG7N7tr3R7NCDIY7SlaN CITYDOUBLE CHECK DWG. N0. `...nENGINEERING DIVISION WIT DOWER pmGcnzr nEF III PUBLIC WORKS DEPARTMENT �n '1" WATER SERVICE • PUBLIC WO DEPARTMENT ]3715 HALL BLVD. /�3 73725 S.W.HALL SLVA. 3125 S-W.HALL BLVD. , 712S S.W.S.W HALL BL D. JANUARY 201 t VALVE �w+j 73uS S.W.. .BALL BLVD, ]♦ PUBLIC WORKS DEPARTMENT 1T xA> D VOICE: 50.1 6394777 TIGARD, MAY 2016 520 T7GARD,OREC.ON9%a} JANUARY '10111 ASSEMBLY 530 r�.� .ARD VOrcL:{5OREGON o3163'�as7( CHECK ASSEMBLY FAB: (58(3)6847297 APPROVAL ME MG M) VOICE: (50303)63929771 APPROVAL DATE ' � �DIC&,�03)639 4177 AILAIL (543')3)63997 97 3 APPROVAL DAifi11 5 310 LL . FAX: 303 684-7171 IPPRCV/�t.OAR • H W (f) c,u.. g i CITY WATER DEPT STANDARDS PLUMBING CODE 1---2.0'---'- W - SIDEWALK ADJACENT TO CURB (f) O THRUST BLOCK CITY APPROVED I Q BACKFLOW DEVICE FLANGE COUPLING BREAK FLANGE SIDEWALK 18" CAST IRON 910 RETAINER GLAND 18 " MIN. 1. PVC HUB SHALL CONFORM TO ASTM 3034. SDR 3S DRIVE INTO CENTER OF ADAPTOR MIN s" MAX. VALVE BOX TOP RUBBER SLEEVE AFTER SLEEVE 1S PLACED IN HOLE, 1.�►♦ � Q F 12" MIN Q!/. �/`4.,A. A - ::-.:._....«_. ., a J cr -.-- w LOW • %' *'":7,7,'T';� o. ,' ',44:0404,11:47,01.! 0 nNi =1 p-,1'SiV `L 1! L 1!r.-�1 ��I�!1 �%�W. .'+' •.•/=;�` .6 "' 404.o- fD = ti MEGA FLG 1 1 1/2 4 DRAIN RO �� t� 41' 414'- I Wc) (1) U Z;_��: -�� FIRE DEPARTMENT �:� /✓ `f•✓/•%/%FLG OR EQUAL to .. - �.�,. \A- •4..\•.♦♦-1• li 0 CONNECTION �•- TAR PAPER (MOISTU"./V-.'+:-,i,0%V.•/. 2.STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE 6" - ` OPTIONAL AT THIS :''moi ` .- F '!L PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 916 BAND WIDTH, �• i.�►� 6" DUCTILE IRON PIPE U W MIN. LOCATION a: �� ' CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTED Q OSHA APPROVED LADDER 24" MIN ,' '•! •�:. RESTRAIN ALL JOINTS W/ ' SCREW. fit a ce WITH ALUMINUM LADDER :13 4;;;.. �Nqi:?. "FIELD LOK OR EQUAL GASKETS . / O O EXTENSION BY UTILITY " 0 �:':'�iillr ��; 16' �� c' VAULT . 4..1 r - 7 � : .1 �` 'r te.Agg I-- o cc CONTRACTOR TO SEAL ALL f��f�; �:f''�' `�•r • ���, j♦♦ ��f / 3.COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN W PLAN OPENINGS IN VAULT WITH ♦♦♦���*' 6 MEGALUG RETAINER �♦ ♦ ♦♦• f'f;�:�;� `% c�I - NON SHRINK GROUT PRIOR !*/ GLAND EBAA IRON /y /,'( ~ %�� TO BACKFILLING CONCRETE PIER ( ) 6" GATE VALVE ''"17," 0% r 3" MIN. 6" MAX. BLOCK FLG. x M.J.GROUND LINE .- t /I_ DRAIN DAYLIGHT CURB OR REVISIONS M.J. x 6 FLG. TEE - t j I-� SIDEWALK WITH PLANTER 2.0' '"� NO. DATE BY STRIP AT CURB o I� - --- 3" MIN CLEARANCE 2/8/17 LRL ON OPENED 1 2� �---- • OS&Y VALVE • 1SIDEWALK 3„„ MIN' BREAK' FLANGE MEGA FLG OR EQUAL •+.�-. .., .w MAX. 3 �1NLINE CHECK VALVE ..,,,t.,,._:_71.:„..:_.:-..:_.:,• 0„� - ':f'J�♦I��♦l ♦♦Irk♦���!'a •, .o, " r,_.. . `,--117_.."__.N % ` r i., 2 �4\ i errll��l' . At!P Uie�.I� s!� .�:_�:�r:i�o f�.« r�.ir 1111.1li,'%U. RODENT 1. HYDRANTS TO BE MUELLER CENTURION, A-423,(OR APP'D EQUAL) 6" MJ, 5 1/4" y '. . 4 • .a f�/if moi!' •' 4 ••• •' ' ' ' • / CONCRETE BALLAST 3 CU. YD. yS N�N,.il' '"--'1.-L __ -� /SCREEN MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: • ISSUE DATES CONTRACTORINSTALLI Oi MIN. WHERE FLOODING OR �T. nlp7' pT• , I L L . d A. OIL RESERVOIR HIGH GROUNDWATER EXIST-- �NP,�_��" .DRAIN TO DAYLIGHT OR B. BRONZE ACTUATION NUT DESIGN APPROVAL: C. BRONZE SEAT RING INSTALL SUMP PUMP PERMIT SUBMITTAL: co D. WEATHER SHIELD CAP CONTACT CITY FOR ELEVATIONE. SAFETY SLEEVE COUPLING i PERMIT RECEIVED: PUMP SPECIFICATIONS F. THREADED NOZZLES WITH "0" RINGS BID DOCS: \ G. NATIONAL STANDARD THREADS •>. ; .A • . .7". . . , , . , . • " 2. SAFETY CHAINS TO BE REMOVED. ' " • .4 ' • \. . s CONSTR. DOCS: 12 MIN 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED �`"-`� 24" MAX BY DISTRICT FIRE MARSHALL. a FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. .35 MINIMUM WALL THICKNESS OF DEVICE 24"x36"SCALE: N/A 'a UTILITY VAULT OR *EQUAL BILCO DDDR 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. `�' PLOT DATE: 10-28-2016 d-i S ZE WITH F.D.C. WITHOUT F.D.C. OR 'EQUAL 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. NOTE: 0 4 676-WA 577-WA J-5AL 7. VALVE BOX TO BE IN ACCORDANCE 'WITH STANDARD DRAWING NO. 503 OR AS APPROVED 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. CAD FILE: c\I 6 687-WA 676-WA J-5AL BY ENGINEER. 2.1NSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND 3 6 5106-LA 687-WA JD-3AL 8. THRUST .BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. LARGER INSIDE DIAMETER (I.D.). JOB NUMBER: 15-133 10 5106-LA 2106-LA JD-3AL 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA -TEE. CHECKED: -- + CITY ENGINEER APPROVED EQUAL ON THE 4 1/2" PORT. - 4. HOST PIPE SHALL BE MINIMUM •35" WALL THICKNESS. - -r FD DRAWN: LRL 1 D int NO SCALE CITY OF TIGARD APPaoWD It NO SCALE In OREGOGN THEODORE S• KYLE, P.E. riTiloR o�v LORI PAHA. P.E. FIRE HYDRANT DWG rao. l N SERTA TEE STATUS: BUILDING PERMIT r3NG7NEER7NGDrvrs70N MY,,,�,,,� DOUBLE CHECK DETECTOR DWG. NO. ENGINEERING ,F „r r - . O Eir PUBLIC WORDS 13ErmamENT O 13725 5.W.HALL BLVD. LtW23 s.w• OBRGON JANUARY 2011 VALVE ASSEMBLY AUGI7STPots ASSEMBLY Cie nWaber ServicesTJ[C,1ASD � � TI APPROVAL OM ��� REVISED 12-08 Sur commitment le clear. STANDARD DETAILS U FAB: (503)684-7297 APPROVM.DAA DRAWING NO. 530 Q C C Q C4 . 2