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Plans (54) S1T2016-00013 1 of 2 03 y r GENERAL NOTES DEMOLITION, GRADING AND PAVING NOTES "' '� C. Y CY N Rt \\ Q.\- , - J = 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING A.C., • ' ' 0 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 ;• `}: . cr o AND SIDEWALKS SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. \ •r J�� AC ASPHALT CONCRETE 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, SPECIFICATIONS '; S PC POINT OF CURVATURE 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, '�.N, �' o ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE INTERNATIONAL FIRE CODE, AND INTERNATIONAL BUILDING CODE. APPLICABLE CODES SHALL BE AS CLEARED MATERIAL SHALL BECOME THE CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND a AB AGGREGATE BASEPI POINT OF INTERSECTION MODIFIED BY THE STATE OF OREGON AS ISSUED BY APPROPRIATE AUTHORITY. DISPOSED OF PROPERLY. BCR BEGIN CURB RETURN E. PROPERTY LINE BM BENCH MARK PRC POINT OF REVERSE CURVATURE 3. THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT PREPARED BY GEODESIGN, INC 3. CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT IDENTIFIED FOR CONSTRUCTION TO BVC BEGIN VERTICAL CURVE PT POINT OF TANGENCY DATED MAY 19N PIPE , 2016 FOR THE SUBSURFACE AND SOIL CONDITIONS OF THIS PROJECT. ALLCIP CAST THEIR ORIGINAL CONDITION OR BETTER AND TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. ED R CJ CONTROL JOINT PVC POLY-VINYL CHLORIDE RECOMMENDATIONS MADE N THE REPORT SHALL BE CONSIDERED FINAL UNLESS REVISED BY THE ECEN ' CL CLASS R RADIUS GEOTECHNICAL ENGINEER. 4. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CENTERLINE RCP REINFORCED CONCRETE PIPE CONSTRUCTION JOINT. FEB S 2017 R/W RIGHT-OF-WAY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, AND PROJECT COSTS TO CMP CORRUGATED METAL PIPE S SEWER CONSTRUCT AND INSTALL ALL IMPROVEMENTS DEPICTED ON THESE DRAWINGS. )F TICARD CMU CONCRETE MASONARY UNIT 5. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN EXISTING PAVEMENT AND CITY -- I11ISID 1 CO CLEANOUT SD STORM DRAIN NEW PAVEMENT. BUILDING D. CO CLEANABLE TELEVISION SL SEWER LATERAL 5. ALL PUBUC IMPROVEMENTS SHALL BE IN ACCORDANCE WITN THE CURRENT EDITION OF THE STA STATION GOVERNING AGENCY'S CONSTRUCTION SPECIFICATIONS AND DETAILS. DI DROP INLET 6. ACTUAL LINES AND GRADES SHALL OF EXCAVATION SHALL BE STAKED BY QUALIFIED SURVEYOR, STD. DTT.. STANDARD DETAIL DIP DUCTILE IRON PIPE T TELEPHONEBASED ON DIMENSIONS AND BEARING AS SHOWN ON THE PLANS. CONTRACTOR SHALL RETAIN A E ELECTRICAL TB THRUST BLOCK 6. THE CONTRACTOR SHALL PROVIDE ALL WORK ILLUSTRATED ON THE DRAWINGS INCLUDING ALL SURVEYOR IN THE STATE OF OREGON. ECR END CURB RETURN TC TOP OF CURB INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN A MANNER ACCEPTABLE 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 EVC END VERTICAL CURVE TD TOP OF DIKE 7. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF DRAWINGS, WITH ALL APPROVED 8. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AS INDICATED ON DRAWINGS. PARKING EX EXISTING TF TOP OF FOOTING REVISIONS, ON THE PROJECT SITE AT ALL TIMES. ANY CHANGES SHALL BE DESIGNED BY THE FF FINISH FLOOR TG TOP OF GRATE ENGINEER OF RECORD AND SUBMITTED TO THE APPROPRIATE JURISDICTION AND OWNER FOR OF VEHICLES UNDER TREES SHALL BE PROHIBITED. TI TRAFFIC INDEX 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 TY8. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE NOT 0 TW TOP OF WALLLu FLG FLANGE TYPICAL INDICATED FOR REMOVAL, ADJUSTMENT, OR MODIFICATION. ANY DAMAGE TO EXISTING UTILITIES, I - TW Lu G GAS VCP VITRIFIED CLAY PIPE WHETHER SHOWN OR NOT ON THESE DRAWINGS, SHALL BE REPAIRED/REPLACED AT THE GM GAS METER WI VERTICAL POINT OF INTERSECTION CONTRACTOR'S EXPENSE. ALL SUCH WORK SHALL BE MADE IN-KIND TO THE SATISFACTION OF THE MATERIAL NOTES rom Z GB GRADE BREAK - d W WATER UTILITY OWNER. rx GSP GALVANIZED STEEL PIPE WM WATER METER = = w HP HIGH POINT �'"'"°'"' 0 a L CURVE LENGTH WV WATER VALVE 9. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AND AGENCIES IN 1. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS tr "' DELTA (CURVE CENTRAL ANGLE) ACCORDANCE WITH THE APPLICABLE LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS WITHIN rc� N LF LINEAL FEETINTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED a N ± APPROXIMATELY THE PROJECT AREA. SUCH NOTIFICATION SHALL BE MADE NO LESS THAN 48 HOURS PRIOR TO z z Z MH MANHOLE SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM CITY ENGINEER OR ENGINEER OF RECORD MJ MECHANICAL JOINT PERCENT COMMENCING PROJECT WORK. PRIOR TO INSTALLATION. N.I.C. NOT INCLUDED IN CONTRACT LESS THAN - W z E OCEW ON CENTER EACH WAY > GREATER THAN 10. THE CONTRACTOR SHALL EXPOSE AND VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION OF 2. ALL ON-SITE WATER, STORM AND SANITARY SEWER PIPE MATERIALS AND FITTINGS SHALL Ca N O w EXISTING UTILITIES. THE CONTRACTOR SHALL CONNECT AND/OR MATCH EXISTING UTILITIES AND CONFORM TO THE OREGON STATE PLUMBING SPECIALTY CODE, LATEST EDITION. fiti «I a PLANS TO PROVIDE mem .q y PROPOSED IMPROVEMENTS IN CONFORMANCE WITH THE INTENT OF THESE w a 6 COMPLETE AND OPERATIONAL SYSTEMS. 2 C 3. ON-SITE WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED CONFORMING 0 N CC 8 # 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 n. 2 a a 3 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 4CONFORMING TO ASTM D3034 SDR 35. STORM AND SANITARY SEWER PIPE WITH LESS THAN LESS y.'gi ct StorQuest. THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS 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 - - SEL F STORAGE 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. Ltd 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, J INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA. 13. ANY FIELD OBSERVATION BY THE ENGINEER, ARCHITECT, OWNER'S REPRESENTATIVE OR LOCAL v JURISDICTION SHALL NOT RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE MEM /� WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. `� ) 14. THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THE APPROVED PLANS AND IN ACCORDANCE WITH LOCAL JURISDICTION. ALL SUCH MATERIALS SHALL UTILITY NOTES O LL 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 F�' T BENCHMARK CONTRACTOR SHALL PROVIDE ALL MATERIAL EQUIPMENT, AND LABOR NECESSARY TO INSTALL AND DETAIL AND AS REQUIRED IN THE SOILS REPORT. V) 0 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 BE 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 (WATER, GAS, TV, ,,,,.,,I MAINTAINING ALL ROADWAYS KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM jgVAl1oN: 180.32 FEET (NGVD 29) DEBRIS AND PROVIDING NECESSARY DUST CONTROL WHERE REQUIRED. DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 16. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH ASPHALT CONCRETE EITHER UR) O 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, T 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 1' 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 = u Q USED ON A TEMPORARY BASIS AS APPROVED BY THE JURISDICTION. SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. W L = M 17. DEMOUTION WORK SHALL INCLUDE REMOVAL, AND PROPER DISPOSAL, OF ALL MATERIALS 6. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, ,,,..IN. EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF COMPLY WITH ALL REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION REPORT, OR THE PROJECT LIJ WITHIN THE PROJECT AREA AS SHOWN ON THE PROJECT DRAWINGS. THE CONTRACTOR SHALL TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. . 1 i I cp AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 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 7. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH a I 0 w U 0 DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBIUTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES THE CONTRACTOR. GRADE. Ct < Uj SHOWN OR NOT SHOWN ON THESE DRAWINGS. 0 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 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING REQUIRED BY THE JURISDICTION. SUCH MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE WITH THE OREGON STATE HEALTH DEPARTMENT PRIOR TO ANY METER CONNECTION. 1 _ p C G THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MUTCD AND AS MODIFIED BY THE GOVERNING 0 w COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY ( )� I""' T Q AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE JURISDICTION. 9. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM co 0 ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, DRY DENSITY AS DETERMINED BY AASHTO T-180. FLOODING OR JETTING THE BACKFILLED ry Z cNi 1- 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 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 ALL OR UTILITIES, THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE REVISIONS 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 A 2/8/17 LRL 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL ENVIRONMENTAL UNLESS NOTED OTHERWISE ON THE DRAWINGS. PROTECTION REGULATIONS AND SHALL OBTAIN ANY REQUIRED PERMITS. THE CONTRACTOR SHALL t , 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. //�� 1-_. OF CONTROL. a 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 /a\ 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 DESIGN APPROVAL: OF PIONEER DESIGN GROUP, INC., 72 HOURS PRIOR TO START OF CONSTRUCTION. ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, PERMIT SUBMITTAL: 0 22. THE CONTRACTOR SHALL POTHOLE CRITICAL UTILITY CROSSINGS WHERE DEEMED NECESSARY CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH AN 181 MINIMUM PERMIT RECEIVED: BY THE ENGINEER, CONTRACTOR, OR THE UTILITY COMPANY. THE CONTRACTOR SHALL NOTIFY THE CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM S. ENGINEER OF SUCH CROSSINGS WHERE CONFLICT MAY OCCUR AS A RESULT OF THE POTHOLE CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL BID 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 CONSTR. DOCS: PREVENT PROPER CORRECTION OF CONFLICTS. THE CONTRACTOR ASSUMES RESPONSIBILITY IF IT 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 0 23. THESE DRAWINGS HAVE BEEN PREPARED TO THE SCALED NOTED THEREON. NO ONE SHALL SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. 6trex - 1 245(36"SCALE: N/A of EXISTING FEATURES OR USE THESE DRAWINGS IIMPROVEMENTA MANNER SHERE THE DRAWING SCALE WAS USED TO LOCATE ANY City of Tigard PLOT DATE: 10-28-2016 _ o, Ap r ved Plans CAD FILE: rn By: \-L.) �( l7 1©B NUMBER: 15-133 3 , �t� Date CHECKED: ----- 0 o DRAWN: LRL `r'o REVISION STATUS: BUILDING PERMIT -1 o � , � o 1 � t11 cv coCONSTRUCTION NOTES OFFICE COPY - a c 0 C 0 iii 1 -- iii 00 r I : r I) y,.'\ . 0', LEGEND a \ \.. , 02 ci ___ _____ .___ ___ ___. _____ i/ /i EXISTING BUILDING --- -- BOUNDARY LINE PACIFIC HWY WEST (OR99V1/) (SW PACIFIC HW)9 EXISTING CONCRETE CURB RIGHT-OF-WAY � r.- - EXISTING EASEMENT - CENTERLINE - - - - "• ��•••,• EXISTING CONCRETE WALL - - PROPOSED EASEMENT PROPOSED CONCRETE CURB 1`..-:;;.:,'.-:.:-.;;.:•: :::::;:-::-- -.-!::..1EXISTING CONCRETE SIDEWALK , PROPOSED CONCRETE SIDEWALK - — -- — — — -- -- v- — T — EXISTING AC PAVEMENT nI 1 PROPOSED AC PAVEMENT V//////// //////////////// ////////////J// /Y/Z//�'////Z////i : . $. :: : 141 Lel PROPOSED LANDSCAPING r- . '''.- - '''W-' ' / '''. . oliki �) II PROPOSED BUILDING rr' F .. • ® - y a O b A - °Q . . b•• p -O �•- Tom..-:.... • �. . —r_ ___:,,,_•-•7•-•- 9 — _ r-- , VISION CLEARANCE AREA 'o f.. s E I EXISTING BUILDING \�' 1 PRO - . IPI - MOW LEASING -. -. "' .I ' • ' PROPOSED STREET LIGHT o EXIST/NG BUILDING Lj n�--L OFFICE 1 " o' : b zcn JI• ` 4 I'I I I • • 6 d -- 7'2::::::'::.::'::':.:::::'•::::: .-.''.. .'. : : CONSTRUCTION NOTES g " 4..:-18 '::::'::: ;:: .::.:: / �` " :�.:::::.::::..:::: LIGHT DUTY A.C. PAVEMENT, V} a a '.'• : :::: . ' 11.0. :• : 4;0 :: I VE , TYP DIRECTIONAL ARROWS w z ua 0SEE DETAIL C4 0 D SEE DETAIL 11/C4.0. I I 2/ miu o � Q6. o 0 I I=f. :'.t .-..•....::...:.:':-.::.-://..:::::14..::::::::.,:: ::::.:::::::: '4-'.L..._ :,:::::-::::.....*•-•• I HEAVY DUTY A.C. PAVEMENT, TYP. INSTALL "NO PARKING" SIGN, PAINT CURB RED AND w d :.: :=:.:.:::•::::-.:.:••.::'':::•: ...11. ° :: , a.... , . . 5.0`' ::. Q SEE DETAIL 3/C4.0. MARK NO PARKING FIRE LANE , AT EACH 25 O o o •':':':':' ::'':': • FEET. LETTERING SHALL HAVE A STROKE OF NOT a. cn a a 3 : - • • • • • TYP. LESS THAN ONE INCH WIDE BY SIX INCHES HIGH, ---•..: • • CONCRETE PAVEMENT, • : : ` :' :. I 0_ SEE DETAIL 4/C4.0. TYP. SEE DETAIL 10/04.0. : - > . . .::: :':: : :: : TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. �� Stor uest. CONCRETE CONCRETE VERTICAL CURB STANDARD TYP. L PROPOSED THREE-STORY : :: ::_:::'::: :� : ::•.' .. (STANDARD), SELF STC}RRUE 41.::::::::::::::::::::::::::1:•::•:•::.:::::: © •• : ' SEE DETAIL 7/C4.0. : • W/ PARTIAL BASEMENT 5•g'- •. - -- ::• : $'$.: :: ::;::::: .'::: :::: 1 NOSE DOWN CURB TO MEET EXISTING PAVEMENT. : : :: ...: .- .•. 2 W : ::'::: CONCRETE SIDEWALK WITH CONTRACTION JOINTS, TYP. SEE DETAIL 12/C4.0. SELF STORAGE FACILITY ` : 0 SEE DETAILS 5 AND 6/C4.0. 0 i - � - ��•-••••• �� •. I SEE ARCHITECTURAL DRAWINGS FOR FENCE AND GATE IL":::"::::: :::::::.:::::::::::::::: :: : ::- HANDICAP PARKING STALL AND SIGNAGE ' ��.iia-•::-�:�:::'•:::�'�:�.�:�::�::�. . ' - I I 6 (II) DETAILS. , .. :. :• SEE DETAILS 1 AND 10/C4.0. EXISTING PARKING ' ' , : I.--.:.'.7-41::::::::::::::::.-.:::::::::.4 I STREET AND RIGHT-OF-WAY IMPROVEMENTS TO BE • ` :: �':::: :- :-::• - - •: : d:-:•::•• :::':'::.-'. 14 CONSTRUCTED UNDER CITY OF TIGARD PFI AND ODOT a '/•:::-:•1'.. .-:::':•:.-:_::.::::•-•-•:::.::::.:.+ •:.• DETECTABLE WARNING • PERMITS. O SEE DETAIL 8/C4.0. O ��`'�'�:����'�"-,��:��:---�:: . -• ''•-•. <r.: CONCRETE CONCRETE VERTICAL CURB (WIDE), TYP. L ,•:.•:.•...• : :: :': :::: I CONCRETE WHEELSTOP, TYP. H. • :.:::._::'. ::::::.::=:.':'::::::: =•:::.'.- I I - ,°.. 8 0 SEE DETAIL 7/C4.0. Cin �+�+ 1 : • • p _ : I SEE DETAIL 9/C4.0. V rn U. • 1 R I, tri , '711' 141:.••.• . ':: : ::::: EXISTING PARKING UJ n • • 1_ ..: I— • • • l JWAY : um)e : : : I: ::- . ::: : I-•• .-i -. . x " . ..-. . .:::-::::::.....q.::::::::::1J , , , , , . . . _••••.- z...... L1-1 Li- i co ---, ' -Vi j,...:,-t: — 7 I I W U z I _ e 0 C9. . ••••••••••••:••. rt < W — - - - o ' b � . : : : : . : : : O CO 121- : 4: r - x 4 r. 1_ QIyI{ - 6 . . _.�.-II.a tom:• -•.:-. 17,1:1:::::::.:::::::::::::::-.: •�� .�'• ••••••••:'. ,' • — I I 4 I .�2 �.S,O: 0:4: I f7 o ' </j1I N0. ATE Y n 2/8/17 LRL - , , , ' ' ' ' '-'-- '-r-- . - , , , , . 1 e: ': ,, ,, ,, ,,, ,, ,,, 1\.„.,./ .......i.,:z., i.......___/\,:.____:_x...,:_i_ i_...../\.. ... .......z,s............/ ./. . R. , _ L' ` - — . 7''l - : : :6 :6 :: •6f_ ",.. ',:.: - - • • : 7-, T.t-:::LL: - .. • ./..•:,.i....:,-...,....:.•.....:.:::........•:•....i...:.:.:.:.....,...i................:... -rt r r1 —p n . � .. . . , - . . - .� te-- 4 •�, .,._� — A, Cl- li ISSUE DATES EXISTING COVERED PARKING �.•'ti DESIGN APPROVAL: EXISTING /,. '' k k PERMIT SUBMITTAL: ED BUILDING PERMIT RECEIVED: In / k k k. k k k ti A ��, k k u ti BID DOCS: N 1 /� k k ` CONSTR. DOCS: 3 ' I '� k k `� r V- C,/ kk a • »' / 24"x36"SCALE: 1' 20' o / i WETLAND ,k Y -41/ � k 4 k k k L PLOT DATE: 10-28-2016 �\, k. r k k CAD FILE: JOB NUMBER: 15-133 `' CHECKED: -----'-- o DRAWN: LRL I STATUS: BUILDING PERMIT g GRAPHIC SCALE 20 0 10 20 40 SITE PLAN f I I I Q '- 0 at ( IN FEET) Zinc = 20 . laC I ■ 0 co I w ao 1 ` N, 1 0 N ,c,_ � 0 4 Oa N GENERAL NOTES LEGEND \\,,,,,\\ a ° _-._- --_ -- - -.- - _-- _ ______ _-_- ___-__ _.._- -_-- -- --- - __-_ __- - 1. TOPOGRAPHIC SURVEY PROVIDED BY CHASE JONES AND O 201-- EXISTING 1' CONTOUR � PACIFIC HVVY WEST (OR99W) (SW PACIFIC HWY) ASSOCIATES. - 4.-Q 205 EXISTING 5' CONTOUR ��.;�- 100,` a ----- • 2. DOORWAYS SHALL HAVE A 0.02' DROP ACROSS THRESHOLD, o TYPICAL. 201 PROPOSED 1' CONTOUR _ - --__ ------ -_ __--_---.__ -.__- -- --__ __ -_ - - 3. REFER TO DEMOLITION PLAN FOR ITEMS TO BE REMOVED 200 PROPOSED 5' CONTOUR AND/OR ABANDONED. - - - PROPOSED GRADE BREAK 1 1 I 4. REFER TO NPDES 1200CN PERMIT DRAWINGS FOR EROSION 125.00 TOP OF CURB ELEVATION T - - --" --- --- �� - -- - -- -- - -" - CONTROL NOTES AND DETAILS. /TC 124.00 TOP OF PAVEMENT ELEVATION TP � _ __ _. __ .00 TOP OF WALL ELEVATION __ ,SD SG' SD SU � �,\�i� s� -�- si _ sn - srt sn sn sv1 co _ . .. co - �� - __ `'n S!7 sn J SD SD SG 5D 4.;? f 123.00 y�� \ - "' -'� ..0:::.:.:.,., FINISH GRADE ELEVATION . �, . . 1 : , . . . \. , . , . . ,„pal ii({ r .�FG r • �►i. ,, , - i� :I' • ,.p� .o '11. : °'181 5 = f . ' • . ,380.90 '• . �r. ., _ o . I____1'4, �' • w ;,�,.I I,t, 1- �y iv lEG3.00 EXISTING GRADE ELEVATION 18-4.11'. /9 •• tl �4aa `, • > • �, o -� • ��4 '. =.=• '• � ` � n ,.-°�'=._.._'-.__. � ,:.c-. _ w • ..::\� -. ._ -. � t � PROPOSED DRAINAGE PATTERN 184.72 �. - • - • • - • - \ • • . 4` • ' . - ` I EXISTING BUILDING 492.0 TW 4 0 TW - TOP OF WALL ELEVATION 1 : TP < 184.30 TP� ' 0 I; 48$.0 FG FG = FIN15H GRADE ELEVATION : . PROP. , . I I• _ - _ PROPOSED RETAINNG WALL / 7 / ! ��'r' ', ` LEASING 1 I. (DESIGN BY OTHERS) 184.00 _ ,0 / , / ®---- o TP �,8 • / OFFICE �� TREE TO BE REMOVED �, , 1 / r4 1' 76.37 : : ��616 EXISTING BUILDING -- - \\ , co �i' -� FF-� 1 77.54 E �r I r v / �` �'`.� 177.23 176.85 ` I z PA TIAL BASEMtNT ,� ' I I °� \,. *7� r 1�i6.2o- i / BFF1167. 17 � /"?, oX�i:i.�l°U�. der' f 1 , a . � I _.._ ! TREE TO BE SAVED �� o i �,/, „10176./5.18,4,41-G car '�76.58�- -- - � �- / a 176.:55TP z �8,� M I 1 l. Q a o z 7 : :. L 1 N. X6.84 176.1TP / ' I X PROPOSED SEDIMENT CONTROL FENCE cn c°, : / I 7/1.§ 176. '.I. 1' . 1 •, ■wrr■ rY E / _m-`' l/ 7 .4 l . , 1760 ; f I CO I_ a-o- G-0--0- PROPOSED TREE PROTECTION FENCEC21 ¢ ° co 1 ° �' a -31:63 P , 1 w � Z � I I : : Q i 176.02 / Ij III�III PROPOSED BIOBAG BARRIER STYPE 4} z o 3 182.29 TP / � 1 _ O �' 41 176.47/ N a a) a n 3 ,�.�. /1 ,r / / M X 176.80- TP / �/ PROPOSED INLET PROTECTION (SILT SACK) I 7 t ' 15`7 / r I 1 ( 1 r X16 175.75 • � ; \ / 1 I \ •• • • • • • I I / TP ' / ••••••••••••. MI5 StorQuest. JJ I 1 r _ - ti /_ _- // - - • • ' 1 U •_••_:❖_:❖_:• PROPOSED CONSTRUCTION ENTRANCE SELF STORAGE. Lf2.39� • l • • - 184.5 TW • I j v / W • 182.0 FG PROPOEDTHREE-STORY a " _.- ''/... .', ; ` ` _ •, TNN W PA TIAL BASEMENT- -- "J 175:50yc: ,/1- ., , ( 0 I � ; j 1 TP i 174.85 .I r . : I I EXISTING PARKING U EXISTING PARKING SELF Si-ORA/RAG E FACILITY j TP 174, 1 �� ]•• i 1 1 q TPP \ GRADING NOTES Q FF}1177.510 y75.28 x,7/4.60 V- 1�: I 1 22% TP H P i `.I1 1 1 f ,' p / / 2 I ROADWAY IMPROVEMENTS TO BE DESIGNED AND CONSTRUCTED 11 I I I' I I BY UNDER CITY OF TIGARD PR PERMIT. rI W 3.0' 184.0 TW 1 1 ` 174.74 /73.97 17,E1 I-.'‘ Ni I \ V J rn • TP1 LP .-.:$1 P 181.0 FG L I_ �o M \ N'-. ::t Q.51-183.5 TW 1 :f `1 L ? _• '` p i s a \ NOSE DOWN CURB AND MATCH EXISTING ELEVATION. LL 180.0 FG 1 I \\ \ ! 1 ' ' I '' J 1 1$3.5 TW I I�/d 1. LL 3.7 179.8 FG I �^j �`la 1 I INSTALL RETAINING WALL TO HEIGHTS INDICATED. SEE183.5 TW , . a-as `� `� f 1 " ` ` 1 ` ..-.. : 1 1 I STRUCTURAL PLANS FOR DESIGN. V J O 181.3 FG 1: tiff \ \ j` ( - ' I � � - - - --•- C . . _ �� -\ o k +° GRAPHIC SCALE INSTALL HANDRAIL ON RETAINING WALL SEE ARCHITECTURAL �� 9 M '/ 1 �? �� , , ` :j 20 0 10 20l40 PLANS FOR DETAILS. �/� Q ** ,- .- 1, . ,+ "-" --"' ^ II II 1 ~ I ANGLE PROPOSED WALL TO MATCH EXISTING. „�„� C� N ❑ I : / ni . . ,. ✓`n , 1 \>>j� 177.43 �" �� 'ter L ��� ,� ( IN FEET) _ F ►� I I r inch - zo ft. U Z 184.0 TW 1 : : 1,> �\177.145 v / 177.45 �` I a �' EL- ` 4.0 180.0 FG ' I / r 175:36 - 0 177.27 EXTERIOR � � T? EXTERIOR �� � Co U w ,r ACCESS UNITS ACCESS UNITS • .` 17738 • , , , • . ; . I - •: LL a 6 I FF=177.50 I FF=177.50 I TC/TP -'41 - - _ _ .._. - - 4 osu 184.0 TW 177.00 FG=177.4$ 17 FG=177.48 : : : : : : `>> .J / -� O p 1 ' ]. r TP .. 177.38 . . r c6, - ? � - / L 179.3 FG I TP 4� ,k- -_- - - A -M - e ] i TC/TP •. . 172 60 . 1 . - _ I ti / _ - r W V. Q I. I 177.48 � a € i 77.48/ 177.48 7. 11 TP: . . . . I k >' -- -»2- / --- N 177.00 `' 1; Tp 177.48 I -i - ''.r. \ o / /'' a TP TP • ,� 1 • • i yl / I V 1 \ 179.70 -\ 176.:: TP 177.38 175.06 ,, .4 ,t. 6.5��••r,• • \171.90 oI 176.85 , •• " •1I • I - / 1 TP/TC 176.85 TC/TP TP • at• 174.84 •• %••• Fl_ ti / 18 4.A TW I g 1 o I TP/HP •r+• _176.82 176.54 177 TP/HP ci 175.14 •rte• • / REVISIONS 3.0 181.0FG \ TP 176.25 1 c jI I ? 1� . +► • TP 1`t•• / I TP TC 176.43 1� Q 176./ \ , / TP �. ••• ••`• •�•••• �� oti N AT Y / tr ••N 1r1 ••• `� / 0 DATE 13 184.0 TVI( i '�. \ /LP - - 7- I TP/LP 2.4� 5.4% •• •TP •d ••• gru V � j j--- I �� �Tar41:40._ •b*Iti�,IL , I / 2/8/17 LRL Nrmv 182.7 FG I • 177.00 '60' - - - .... - .49 1. 1 / 183.5 TW N`? 181.00 TW_ . . . -,.....� . .177: 1 176 , . : . I / �o°�� I 0.7 182.8 FG : . . . - 17� ;� , - -- . A I o \171.72 / / r 172.42 FL I 1 0 0 .. . . . - 174: . fp ti / Q�,a:1u. -. su - 5D ; a: , . V. . . . - : : ` f 1 ? y I. � f_ f� 1 1.60 / �11? �+ I // A + r - s - + . --wY..- - I�• w - J�- -- V ..�(• ' / _,( I' _ 1 1 L - y� } '-'''.-a-- / l Yr`1 1 ` - �,g��S5 SS - SS 5S 55 SS - SS �' -"-`� P $�_ _ SSg SS T SS S' S S S ' r SS - 5S '- 55' SS - - S.S SS- I SS SS (0 7-,...,-v,--i,/,„ It,----...,-7, L.,. - 1. I 1 r - -- - - -- - - ISSUE DATES K TREE 3 r 4 1 I - -+ �' PROTECTION 171.$ EX DESIGN APPROVAL: FENCING 171. 8 I EXISTING COVERED PARKING ...- 7:. k k k c. �� PERMIT EXISTING E i k k k PERMIT SUBMITTAL: ' PERMIT RECEIVED: j k k k k k k k A S •■OP E BIUNDA'Y : ' ' :,' k k '- k ti k BID DOCS: H/2 BUT 2 FT. f� k CONSTR. DOCS: MINIMUM AND 10 i ' ■- / k k k k k k a PERMIT �. ti k t le k k AREA TOE OF FT. MAXIMUM 24%36"SCALE: 1"=20' kk BOUNDARY SLOPE ti k k CUT OR FILL WETLAND ` k k k k k PLOT DATE: 10-28-2016 o SLOPE '` NATURAL OR `" k k k k ti c FINISH GRADE �.� CAD FILE: 3 FI/2 BUT 2 FT. MINIMUM k k k !OB NUMBER: 15-133 in AND 20 FT. MAXIMUM I Sy, 1,. 4 CHECKED: ----- I NATURAL OR , DRAWN: LRL NI FINISH GRADE STATUS: BUILDING PERMIT toV O a n1 GRADING GRADING SETBACK DIMENSIONS PER EROSION CONTOLIPLAN WCGO-14.12 .300 FIGURE 4 o NTS C2 . O __, I_ 6, DO I r h t., ' Ni �l CV GENERAL UTILITY NOTES LEGEND kl ` �� : . .,�° °�� z 1. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF o : � o PACIFIC HWY WEST 0R99 -- SW PACIFIC H - - - -- -- - - - EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. SD PROPOSED STORM LINE o ' Jew T � �M � � Ss �f�- . - - - �- - - _ 2. INSTALL CLEANOUTS EVERY 100' AND AT ALL BENDS 45' OR FW PROPOSED SANITARY LINE440 LI- - - - - - - - - - - - - - GREATER. PROPOSED WATER LINE (FIRE) -- - - ---- ---- -- -- 3. ALL ONSITE SANITARY AND STORM SEWER SYSTEMS SHALL BE DW PROPOSED WATER LINE (DOMESTIC) PRIVATE. 2 - .. _-- _ --- - -- -- -- - -- - - - 1 X PROPOSED FIRE VAULT CATCH BASIN INSTALLED Ld -CATCH BASIN INSTALLEDUNDER PFI PERMIT 5ri 5UNDER PFI PERMITITil PROPOSED WATER METER / lei PROPOSED a as -�-_ - O --------- Si.) so so .sr1(J 11J , ,s� E i2" SD PER CITY VPS) sD ,sem SD SD SG h PROPOSED FIRE HYDRANT SO s r so -- SD - s� UHC' :L�HN O /- . . .h �' --- OHf� F CiHf' U'-/P�--�` H k G�1' . , . G'HP. Y . - •OHP- Y)fi sC?Hfj' . . •. ^U' OHP1-- OHP / O o c71' v 2u CT- - - - w - 85114 ` --7/ w i ;," o o 261 0 °X'" •" ` _- .r - /. - �� iv _ yy �, R PROPOSED FIRE DEPT. CONNECTION {FDC} 0� ; ` o: n 16 LF -ab 13 LF po 9 0 q.R,. o off a n , cv __ • PROPOSED SANITARY/STORM CLEANOUT • ,1\ Y.. � � -,.- � DIP � b V �If9 (FW) 7--1,•;'1)W a :� mea COAG- - - o j �,.., '- IE'179.00 _____ PROPOSED STORM MANHOLE u7-4" 1 •EXISTING BUILDING • ,`• �10 LF-6" SD PROP. . . P1 • = I I 0 PROPOSED STORMFILTER MANHOLE ST \ . , . \ I . IE= 179.50 RD Ins.-71n, LEASING 4 PROPOSED LYNCH STYLE CATCH BASIN i . . as i. r ; : o o I OFFICE a c3 ® PROPOSED AREA DRAIN L, EXISTING BUILDING : ; �;; r- 15 LF-6 SD =rw--._ 1.0 r1I� IE_ 173 07® - 'I I I® PROPOSED STORMF1LTER CATCH BASIN rum. z o ,; , . � ,,, 8 ® 3 I I a cc �f, : o 0 ro 1„ = I •I. --_-....-.•--___ ® PROPOSED WATER VALVEimmorS = a _ ► PROPOSED REDUCER �� N ., o Q a i4 : ! n 10 LF-6" SDG .\ - �---p v : : _ ..__-..._ zre oz ,--- 1E= 178.36 'V1J ,. C) C ( ;�6"16" WYE 10 LF-6" SD � • • , : ' � Z LU ,.ma k: I�.177.86 /..--30 I I I z �■ a IE= 178.48 I 0 io „ " '� N STORM DRAIN NOTES Q Z c 6�� WYE ,, � s . -.I � w � z f i 77.58 w. ill / �f oz 481'0 SDMH 01ACONSTRUCT TRAPPED CATCH BASIN. NE= [E( \ ::' 0 g,), cc 0 I. a Q. d 177 (7) SEE DETAIL 1, SHEET C4.1. � :I [- 4" SD 9 . \ (INSTALLED UNDER CITY OF TIGARD PFI PERMIT) (-5-) 6" = , 10 LF-6" SD . \ . , V INSTALL 12.1 LF PVC C-900 © S 0.0975 FT FT w"---3Fp RIM: 171.77FT/ I FT 177.35 �1E= 170.50 �._ �. I . - o 12" RIM: 176.25 COTG i . • I I IE IN(N): 167.47 IE OUT 6 NW : 173.25 1 0 ` I 12" IN IN SW : 167.47 { ) StorC�uest E: 6.85 9 1 16" EE OUT (SE): 167.22I s E F STORAGE M PR POSED THREE-STORY �� \ 1 CONSTRUCT STD STEEL CATCH BASIN STORMFILTER - ro SOL sri'� " 6 � n PARTIAL BASEMENT s,,co 0-6 -,'. .. • CONSTRUCT 72 WATER QUALITY STORMFILTER MANHOLE INSTALL CARTRIDGE1 8.5LFP81'SD�PVC C900 ®). SEE 1s 03506L, SHEET CFT/FT • / O \� . > . _ . �� „ © (5 18" CARTRIDGES; LOW DROP) SEE DETAIL, SHEET C4.1. J 1 i 1' Q _ 0�,�O�� I �c4 W�E I RIM: 175.03 RIM: 173.97 0 r, SE F STORAGE FACILITY ° Q I IE; Ias.6_ I 6" IE IN(NW): 170.27 1E IN (6 SW): 171.67 cl " °o' - I r � y� " 12" !E IN(SW): 170.27 IE OUT (8" NW): 171.67 (cit.) :I , cn c a �n ,' 3 . LF 18SD EXISTING PARKING i c;; _ o PVC�A-303 12" lE OUT (NE): 168.47 ±916 LF 4" SD PERF. FOUNDATION DRAIN 1: ,� �� °° n_ o �' - _;12,1)101 0 SLOPE TO DRAIN. SEE GEOTECHNICAL REPORT FOR DETAIL. J = �=- cm ii a XI TIN PUB I CA BASIN PARTIALLY BURIED N " O IL I : _ p cn E S G L C TCH ASU DER INSTALL 6 EXTENDABLE= BACKWATER VALVE MANUFACTURED o U �' • \ Z 8 © EXISTING BUILDING. BY "CLEAN CHECK" OR APPROVED EQUAL. 6„,S" WYE ------- _._ ca I a°. IE= (170.50 1 1 ' 175.09\ 10 LF-6" SD - - I4 I I CONSTRUCT TRAPPED CATCH BASIN. 11 4 C� /- k 1E= 175.59 = I O $ 8 0 SDMH 0113 . / . ° , IE C� PL: SEE DETAIL 1, SHEET C4.1. :I - INSTALL 12.3 LF 6" PVC C-900 ® S = 0.1293 FT/FT (INSTALLED UNDER CITY OF TIGARD PF! PERMIT) U. " o "`r`r�/ 1 : _ 7i 4 • . • 163.54 el RIM: 176.43 RIM: 173.73 ...., ;� COTG/8CAP/ IE OUT (6"NW): 172.93 8" IE IN(SW): 168.38 .il ;, 8"x8" WYE 6 :LI // I 12" IE OUT (SE): 168.05 W I 6 WYE „ IE:168.69 1 1 . - OSP / I ii O1.174.35 10 LF-6 SD0Cl)VJ �-� i IE= 174.85 A .1. , I ., 9 ROOF DRAIN SHALL BE 6" DUCTILE IRON PIPE. I-' ,. 10 LF-6" SD 11 -• ., /` EXI INC PARKING k - 4 SS F jp1COTG ,$ x6 R Q ___ < ' • • N SANITARY SEWER NOTES W LL co ��� _ 8"x6" WYE a_ 9 RD 32.0 LF-6" SD . . . . . . . .Q�-v I ti I 8" 4" J C9 Ril ti - 1£:174.00 Q �? v .v • �� !E= 172.00 r . , . . I '� . �` 411110 - rn • o I I CONNECT TO EXISTING SANITARY MAIN WITH PVC x II I: . . : I/ 0 ti INSERTA-TEE PER CWS DWG NO. 530, SHEET C4.2. W O z '�' w I.} L ao `n " o r"- - 1 r•-...... 1,� . - ®. \, � I_.,.._ `fl I IE IN (4"NW): 163.150 0 \ COTG/ c . ' Q RD 11.9 LF-6 SD _I �' wg EX. IE (8"): 162.98 Q w �� � } •n cn 12"x13" WYE N. �n IE= 173.x0 coq ,•: ¶ o n , , P . . , I. ' � � � � ,d. tt•.,., ,,.� REPAIR EXISTING SIDEWALK AS NECESSARY. � a � o NE:172.00 REM:1177.00 � : . � 8"xfi" WYE n o 10 LF-fi" SD � 11.9 LF-fi" SD ,I � � �; �:a a � . � : � .o -. � � - - '-' '-'� - "' - - 0 � 0 I` 1E:172.77 \ /1E= 173.25u RD _ - _-, . / !E= 173.00 RD J c N.° 4 P d,. • o CO Lr _ tri, c_ 7 .. <,-, cf it I, !. . . I (OTG _ _ -- _ ° n . .. _ - ,I 9°r r �/� N I l . 12"x 11 WYE .1_ 1`2"x6" `' . p'.�° / I \ I V J . , R. �� q J - /IE:1 1.93 IE:171.34 12"x6" WYE „; 12" SD PVC ° �I `" - 01 ' I /� 62.3 LF 12" SD PVC 0-3034 1E:171.09 \ 100.0 LF 12" SD PVC € I (� D-3034 , S s • REVISIONS S=0.0107 D--3034 5-0.0107 � ;[�'� � S=4.4172 �, J 1 'i 12"x6" WYE 12"x6" WYE 0 �i��! I?I 771 N 0. DATE B Y \ _\12"x4"WYE 1 }. A 2/8/17 LRL IE© END:175.33 ,-p-, i. . . ~ E • •. . , n IE:171.82 s--1E-Ijaa° -- -. _.._...... . �. • . . �.�168.12 .o�; I� (CONNECT FOOTING '') - . . . . - . ,' - -. 179 I F 6 FW PVC C�-900 - ' : : . : . . . - - . . - . • ; : : . : .� . . . . - ` . ' , , - '��• : : L ,- _F 18I z , DRAINS FROM : • . . :_ �_ .� . . . . . . . - : : . . . . . . . 6 ' ' ' ' . . . . . . . . . . . . . . . . , . : 6' WDIP- I I PROPERTY LINE _-__. 4 • :y, . . . . . , . - . : " : : : : : : . . . w . . . . . .1. . . 1 • •1 . . . . . . . . . . ,1 I. . . . . ' . . . . • . � . . . _ : :1: . . , , . . , 66 . y I L. WALL AND TRASH -�'� - �r� --- .s�kX -�$�5 �(517 SOT VI RIF ED : : Y �:P�OP..�18_ Sr) T - - -.-r ._ _ . • _1 - - - T. _ A �.a te. �,. .; `d 9t _._.. P,BL _ �' -~�- 1-__ ENCLOSURE) - -' - - - L ;-� -- I --EX.-ESS- ER GIT MAS _ IC S SS - S5 M .;� -_ SS SS 5S - SS -� ;'; -777-717---.7--- �` - �� � �- J S5 � S. S. 55 -� 5 I SS SSS SS SSSS SS SS Q 1 f- Std iii,,-/- , r PROP. WALL0 1 I w• , r _ - _ u-, ISSUE DATES •c21 FOOTING DRAIN 0 1 '' ' I`�--. I -- -` - - - - __ CONNECTION , I I� I ,; `~- so �_E o 2Q"Sp -•..''k DESIGN APPROVAL: 34.1 LF 4 SD Fl I I (51ZE NOT EXISTING COVERED PARKING �' k PVC D-3034 O I' VERIFIED) i PERMIT SUBMITTAL: 5=0.0902 BUILDING .1, '` k k k k 1G EXISTING i PERMIT RECEIVED: Ni•6. k k k k k • BID DOCS: WATER NOTES U EX. FIRE HYDRANT :,:, k k k k k k • coNSTR. Docs:1 ET k kle. 1� 6- a �/ V �/ \/ �f �/ \/ \/ V `1 » PUBUC FIRE HYDRANT TO BE INSTALLED UNDER CITY OF I . ti k k k k k 24"x36"SCALE: 1 =20' P.9.'' HOT TAP EXISTING 12 WATERLINE. FTIGARD PFI PERMIT, \ / a k k k k k Es At/ INSTALL 1" SERVICE TAP BY CITY OF TIGARD WITH TYPE WETLAND �.% k i,- " k k k PLOT DATE: 10-28-2016 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: a RP STYLE BACKFLOW PREVENTER. CONTRACTOR TO 6 533, SHEET 4.2. .'` k k k k JOB NUMBER: 15-133 b VERIFY SIZE WITH ARCHITECT BEFORE BEGINNING I ,, k ti ' CONSTRUCTION. SEE STD DETAIL, SHEET C4.2. .,k CHECKED: - --- Q DEFLECT WATERLINE UNDER PROPOSED STORM MAIN WITH DRAWN: LRL INSTALL 3/4" IRRIGATION METER BY CITY OF TIGARD WITH 7 n 3 BACKFLOW PREVENTER. CONTRACTOR TO VERIFY SIZE A MINIMUM OF fi" SEPARATION. 1,1 STATUS: BUILDING PERMIT- WITH ARCHITECT BEFORE BEGINNING CONSTRUCTION. SEE LANDSCAPE DRAWINGS FOR IRRIGATION DETAILS. 8HOT TAP EXISTING 6" WATERLINE. GRAPHIC 20 CALE �....m.,.. 20 40 INSTALL WALL MOUNTED FIRE DEPARTMENT CONNECTIONF-1 c t i COMPOSITE UTILITY PLAN CONSTRUCT PRIVATE FIRE HYDRANT COMPLETE AND IN im i 0 F-41 (FDC). FDC SHALL MEET ALL APPLICABLE FIRE PLACE PER CITY OF TIGARD STD. DWG N0. 542. HYDRANT t 4 PREVENTION CODES AND REGULATIONS. FINAL LOCATION TO SHALL BE PAINTED RED. { IN FEET} BE DETERMINED BY ARCHITECT AND MEP DESIGN. FDC MUST BE WITHIN 100 FEET OF HYDRANT. c inch µ 20 ft. I m CO 5.0' j X6.0' /-LANDING-:-6.0'-- / N I SIDEWALK RAMP MIN. RAMP SIDEWALK O „.• . oia0d N 6 THICK CONCRETE " DETECTABLE aC' l \., ,, f J � c� 3" LEVEL 3, 1/2" DENSE HMAC 2 1/2" LEVEL 3, 1/2" DENSE HMAC WARNING '"- E=0 E„ R ` o 24" (PG 70-22) (PG 70-22) HANDICAP SIGNAGE ,p. .'4Uo'o a \ '� \ ,��" z #4 :„. REBAR AT O.C. SEE DETAIL 10/C4A AMP N 300...0000.. o�,.,0000 RAMP J I-- BOTH - BOTH WAYS ` :12 MAX�`,0'0,,Q.a 1:12 MAX .1194,-4111/0‘ Q ._. . a A X/2 1 I 2.0' \ 1 1 1 7,1 0:71 1/4- Q A � ``� �f v410 --1.\,._.d\.____.- __) ____,--7-_-_-- �v�pv _ (c Uri � uvp� (TYP.)- MAX SLOPE MAX SLOPE ..---,-----S z ��--J p ,:: �� � � �/ p � 4(17.\- p FOR H.C. FOR H.C. CONCRETE p 0 0 �p p �p " ACCESS ACCESS WHEEL STOPS 040 p )r) 4_ . +�O Q �•� p ¢ 4 WIDE =1:50 =1;50 (WHERE SHOWN) �\ �. .�, 1. /-� C rr" 1' ! �! oWHITE "" - IIII IHII � iI III I full IIS II l - IIII IIII � � II STALL i 4it 1I I 11111 ILII II _ SII II II I I � _- - `----- _ \ _ to STRIPE 2.0 - - 24" \(TYR) MIN. 4., lk -111 "- -_IIII , , 11 11 , .1111 �__.. , , , , --1 III_ 1 - 4\ _11111 ' III 1 I ' --1 1 1 1 '- -I 1 1 17 ,k6, f I 8" 0/4"-0" OR 1V-0") 6" (Y4"-0" OR I)i"-0") PIAN TYP 6" (11c-0") AGGREGATE BASE CRUSHED AGGREGATE BASE ROCK CRUSHED AGGREGATE BASF; ROCK . A ' WHITE PAINTED _ 36INTERNATIONAL WOVEN POLYPROPYLENE GEOTEXTILE FABRIC WOVEN POLYPROPYLENE GEOTEXTILE FABRIC WOVEN POLYPROPYLENE GEOTEXTILE FABRIC 4-6" -12" HANDICAP SYMBOL OF VAN ACCESS AISLE STROKE WIDTH: COMPACTED SUB GRADE COMPACTED SUB-GRADE COMPACTED SUB-GRADE 9.0' 9.0' 9.0' 3 INCHES / STANDARD VAN ACCESSIBLE 6.0' / HANDICAP Imo' NOTES: PARKING � HANDICAP -1 -(8.0' VAN) / ACCESSIBLE -/ RETRO- NOTE: CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR NOTE: CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR STALL PARKING STALL PARKING STALL REFLECTIVE a 1. CONCRETE SHALL BE OREGON STANDARD COMMERCIAL GRADE CONCRETE PER SECTION 00440. SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. PAINT - PARKING STALL PAINTED MARKINGS rm Ko acc HEAVY DUTY A.C. PAVEMENT LIGHT DUTY A.C. PAVEMENT HANDICAP PARKING STALL �. o CONCRETE PAVEMENT DETAIL 40 DETAIL 3 DETAIL 2 DETAIL 1 X " SCALE: NTS C4" SCALE: NTS C4."ID SCALE: NTS C4"0 SCALE: NTS G4.0Q w zlli Ihn FACE OF CURB FACE OF CURB ` z F- a up-WIDTH OF STREET " " WIDTH OF STREET " w 2 o O o a R1 6"--7-2- RY R1 --\\e-712"---712- F0i" a F,, a \\ Ti . \ JOINT SEALANT. / i 0.45 ri!• 1.7" d ° p ° DUST TOP SURFACE WITH AS SPECIFIED j�- Y" RADIUS, TYP. 4" THICK { R WHITE SILICA SAND 2% MAX StorQuest. 0.2" U Ud i u a , CONCRETE _._ j '� SELF STORAGE 0.90 I \ °. \ ° u " - _ j - - f " rl w w -I I 1-11 I-. •- ••, . : ••:.. :. .A.:' :1* - , .; • : 41 I-111-I 1 1L--- O © © d Q a .a I mo' I 11 Ya a j '',f e: -' U . I I I_I I w ■ O x a 0 D 4 BACKER ROD, = n. = I E-111- 1' ��-111=111=„111=„111=„111=„11 1'J___�_ !-I 1 .__ 0 0 o c g a STANDARD °.. . WIDE °._ �, EXPANSION JOINT - 1 l, . ,:111--,11 /,111=1111=111=111=1 I I- 1 -- 11- 1 - - (� -r1 _ Q 4 MATERIAL / -I I 1-I 1 i---I I II I 1 III- -I 11= `` °° )14", � MIN. 2" OF �" •- 0 D O O O ll Q O q.. aq a.. , a 0 0 o t I X/K 74", TYP• CRUSHED AGGREGATE COMPACTED l( U) 51 N. \C \` SUBGRADE ! '< 0.90 9" k * 15" 0 1L f1 CURB NOTES: EXPANSION JOINT NOTES: 1;„ 1. CONCRETE SHALL BE OREGON STANDARD COMMERCIAL GRADE CONCRETE PER SECTION 00440. 1. CONCRETE SHALL BE OREGON STANDARD COMMERCIAL GRADE CONCRETE PER SECTION 00440. TRUNCATED DOME DETAIL RAMP TEXTURE PATTERN 2. EXPANSION JOINTS VJ 0 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 LL 2) AT EACH COLD JOINT. TROWELLED JOINT, TYP. 3. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MIN. DRIVEWAY SECTIONS ,...., 3) AT EACH SIDE OF INLET STRUCTURES. INCLUDING SIDEWALKS THROUGH DRIVEWAYS SHALL BE NOMINAL 6" MIN. 4) AT EACH END OF DRIVEWAYS. I T/4-7 w PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 24" OF THE 5) AT LOCATION NECESSARY TO LIMIT SPACING TO 45 FT. �` --t. 4. EXPANSION JOINTS WITH PREMOLDED FILLER SHALL BE INSTALLED BETWEEN DRIVEWAYS AND 0 THROAT OF THE RAMP OR AS SHOWN ON THE DRAWINGS. ARRANGE DOMES USING IN-LINE B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, WITH A ,o 41 T SIDEWALK AT THE DIRECTION OF THE ENGINEER. CONTRACTION JOINTS SHALL BE INSTALLED AT THICKNESS OF 1/2 INCH. 1 APPROXIMATE INTERVALS OF 15 FEET BY CUTTING AT LEAST 1/3 OF THE DEPTH OF THE r� PATTERN ONLY AS SHOWN IN DETAIL. COLOR OF TEXTURE SHALL BE BLACK. FOR 3. CONTRACTION JOINTS I - CONCRETE. "DUMMY" JOINTS SHALL BE INSTALLED AT APPROXIMATE INTERVALS OF 5 FEET. (0 CONSTRUCTION OF SIDEWALK RAMPS OUTSIDE OF PUBUC RIGHT-OF-WAY, CHECK WITH STATE A. SPACING TO BE NOT MORE THAN 15 FEET. ii‘Emil 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 ANY1 ' MASCO CAST-IN-TACT 3 CEMENTITIOUS 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 LI. N BE TO SUBGRADE OF STREET STRUCTURE OR 4 INCHES, WHICHEVER IS GREATER, AND SHALL ...1 EXTEND 12" BEHIND THE CURB. W = - � UZ DETECTABLE WARNING STANDARD VERTICAL CONC. SIDEWALK DETAIL 5 LLQ DETAIL 8 CURB DETAIL 7 CONCRETE JOINT DETAILS 6 0 SCALE: NTS Q SCALE: NTS C4.0 SCALE: NTS (�4..0 SCALE: NTS C4"0 C4.0 0i. 11.1 cn o EXPANSION JOINT-\// 11)i"--/ „ ,r 12" ,f ,� 12" ,I Z T H TOP OF CURB 24 0 -k-\7 - c \\ I\ TOP OF SIGN BACKGROUND: RESERVED NO PARKING SEAL 1c" DEEP HOLE W/ MORTAR REVISIONS 6" '°' PAVENMENT BLUE FIRE LANE NO. DATE BY ROUND OFF 16" � r � � � ��� ,y � �._� SIGN LEWHITE PARKING " ZONE Co _ .' T•�'' : � I / \ / /TOW AWAY 2 8 7 LRL CONCRETE CAP i 1;m ,,I :. i;: ,]t.% 5�: °:r`- ':.I a ;,.�> ;.'� � left,,.:;_',�:'x rw 1*Irl :,i.. � • 00 0J ; , L4"O DIA. SCHED. 40 i6:" • .a �� Z . GALVANIZED STEEL _T ____ _ __ 3 SIGN NO. 0R7-8---- ORS 98.810 to #6 ® 1.0' LONG --/2"A- A „ 4 STEEL PIPE, - Y X18 REBAR CONCRETE FILLED, "_____ . (PAINTED YELLOW) N 0 S E D 0 W N CURB DETAIL 12 , + , 'N \ �-9 (TYP. 2 PLACES) 6 N ., SCALE: NTS 8 VAN Q W ISSUE DATES ed A . NO. R7-8P `� a SECTION EXIST. GROUND ACCESSIBLE c.' DESIGN APPROVAL: 30" V 2"N ID GALVANIZED STANDARD - ; PERMIT SUBMITTAL: IIII II - 11= STEL PIPE, ROUND OR -- -� o :•`4 I: : ; z =IIII I l' :,•-. -IIN " . III , /-TRAFFIC LINE WHITE PAINT SOLID (TYP.) SQUARE, W MANUAL OF UNIFORM 4" MIN. PERMIT RECEIVED: f WITH CLOSED TOP °a TRAFFIC CONTROL DEVICE (TYP.) BID DOCS: 1- I :1:. ,, .- j--30" ,I� 30"-7 (ASTM A120-65}. ►-- _ a R7-1 N CONCRETE FOOTING11I ....:.1 I :: '.Illr� CONSTR. DOCS; 1111 I I I,•, I I II II� 30" 7• ` "> 1` FASTEN SIGN TO POST -�- I ^ 12" 18" .1111 111 1 1 - r' -,/'- z rj cn X �' �,� l " PER MFG. RECOMMENDATIONSs IIII= I II I� \ #� F 1 18 K E2 =1IflI ��II� I��� lIII 6 SEE SITE PLAN FOR , �, o „ " 4�I E.-tros,,A„,. to q 24 x3fi SCALE: N/A o 1$ LOCATION AND .'•-•\- r. 4„Ai1.� ; CONC 1. PLACE NO PARKING FIRE LANE 6" MIN. PLOT DATE: 10-28-2016 I MIN• � �'���F-����;�� � � _� TOW AWAY ZONE SIGN, ORS 98.810 (TYP. " DIRECTION �� r .�, � SIDEWALK ) 72 ZS NOTES: w '''''' r , � , , �,:o" \ TO 98.812. CAD FILE: N, `� ,a ¢� r.:; 18" JOB NUMBER: 15- 133 I. FIRE HYDRANTS SHALL HAVE A 3 FOOT CLEAR SPACE MAINTAINED AROUND THE 4 glialY ' '` , 12" DIA. CONCRETE 2. PAINT CURB RED AND MARK "NO " CIRCUMFERENCE EXCEPT AS OTHERWISE REQUIRED OR APPROVED BY THE FIRE 36" f -- 44r. .\ FILLED POST HOLE �' PARKING FIRE LANE", AT EACH 25 CHECKED: ------•-- MARSHALL. r a G CS _ \\ FEET. LETTERING SHALL HAVE A DRAINAGE DRAWN: LRL 18" STROKE OF NOT LESS THAN ONE SLOTS 0 2, GUARD POSTS SHALL BE INSTALLED PLUMB 4��•� ti -� - \ INCH WIDE BY SIX INCHES HIGH, <9,filt.;*�� STATUS: BUILDING PERMIT 3. CONCRETE SHALL BE 3,300 P.S.I. (28 DAY) AND PLACED AGAINST FIRM �\ ' `; f' �� 6"- o UNDISTURBED NATIVE SOIL AND SHALL BE THOROUGHLY CONSOLIDATED. 18" ,�18" 12"-/ HANDICAP/NO PARKING SIGN PRECAST CONCRETE WHEEL SITE DETAILS BOLLARD DETAIL 13 DIRECTIONAL ARROWS DETAIL 119 DETAIL 10 STOP DETAIL 9SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTSb C4.0 C4 C4"0 C4.0C4 . 0 f co I NI fQ•\ ,s �tY • O d x\ -\. A+ � J = • SPECIFICATIONS �, *� i - 0 STORMFILTER CATCHBASIN DESIGN NOTES 1) ALL WELDED, SOLID CONSTRUCTION, \ , `; o STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN Y" PL. BODY, WITH Y" PL GRATE c 'i \?' Jew 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 Q PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS -� APPROVED EQUAL '----.4."`�,,,�/ REQUIRED. 2) COATED INSIDE AND OUT WITH "`� ACCESS COVER CONCRETE COLLAR CARTRIDGE SELECTION _�--�, ASPHALTIC PAINT. AND REBAR TO MEET CARTRIDGE HEIGHT 27" f 18" 18"DEEP 3) SUPPLIED WITH EIGHT ANCHOR HS20IF APPLICABLE BY • • •". •• ; e:'•. •f r• •. . .a-- •• CONTRACTOR MINIMUM HYDRAULIC DROP(H) 3.05' / ?.3' 3 3' BOLTS EACH. s` " SPECIFIC FLOW RATE Min/aft 2 gpm/ft' 1 gpm/ft / 2 gpm)ft 1 gpm)ft' 2 gpm/ft' 1 gpmift: '- - *"`,•fit '•; •.'. .. •• ; "•.-.4_• 4) DUCTILE IRON GRATE. „: , .. . •4 CARTRIDGE FLOW RA gpm 22.5 11.25 15 7.5 15 7.5 t t<.t t t E t •• I A PEAK HYDRAUUC CAPACITY 1. 1. 1. 28" HEAVY DUTY TRAFFIC,----' A '+t t t t.•t t t t • /1'-0' 2'-0" SAW CUT EXISTING A.C. GRATE •r+ -•. t+ta+i+�+�+�+�+� ,'1'01"��'""��:- . INLET PERMANENT POOL LEVEL(A) 1'.•0" ♦tt♦t++tt, • OVERALL STRUCTUREHEIGHT(B) 4'-9• / 3'-9' 4'$ • _to•,, '; :• TO NEAT, STRAIGHT - • - ++•+•+•+•t•++t•+ r • cv_ GENERAL NOTES `�•� LINES. PAVED AREAS UNPAVED AREAS i,' ++tttt++ ' _ rn "' ••• • ++++++++++++++.+� 2 1. CONTECH TO PROVIDE AU.MATERIALS UNLESS NOTED OTHERWISE. " .•••••.•.•.•...*. =". 2. FOR BITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR ++•+•r...•+•tit -'• CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com RESURFACING MATCH - _ _ .• • _ 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN EXISTING A.C. EXISTING PAVEMENT DETECTABLE •r• � ^•_.. • . ` J. . : VANED INLET GRATE THIS DRAWING, PAVEMENT , ,. --I• ••••: - . -.' -...-11.,-!• :.:4•::'. . (SOLID COVER OPTIONAL) 4. INLET CONTRACTOR..NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY Y SECTION (-WARNING TAPE " \ \ 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD V // \Y/1/:::: \ \ Z-4" 2'4" OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE _ ) J) J i \ \ :: AC PAVEMENT SECTION -\ `INSIDE RIM INSIDE RIM USING FLEXIBLE COUPUNG BY CONTRACTOR 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING_TO MEET HS20 LOAD COLLAR OUTSIDE•RIM RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED, WHEN REQUIRED,CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO "'•' O � L / BE PROVIDED BY CONTRACTOR, ,,.,, s �� A * ' \ / / N a RIM PER PLAN \ 7, FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE Q C7I. - PLAN VIEW 7-INCHES, FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. w 1 : ; ;; „`` �; \�\/� :• I- 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(qpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(eq R), � :.: . : : sn `7 a- _", \ - - INSTALLATION NOTES . ��� 6� \\ �/ (/):I. i'it�P��0��~-0 x ��.oit.oeb.,* A.ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY : + '�•. j /\ j �, \ Q I� . I 12 APP 41111 ENGINEER OF RECORD. 1.,_ �' \• \�\ (/) (/) o0 ii U.N.O. o• - • B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES M 0 • ' moi•,v/\\\/�� , 1111=1 I t. �� I = OUTLET PER PLAN PROVIDED) , / III _II- C.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. j, �• 'P j22; /� .: II 7 4.7j1 HINGED o - . L=' : , , \\�\\.!��\ :::::: -171111 :� I- 45 DEC.DEGBEND _ W OPTIONAL La. \ U \/ ;..,:\ I (TYP.) t�•_ COVER4'4 FLDATABLES -- III y 4 SLOPED LID BAFFLE • ...+ 411,-C-47>-' ��© � . +t jW41 C7B PERMANENT LIFTING EYE 1-CARTRIDGE CATCHBASIN (19a.POOL ELEVATION (TYP•OF 4) L,•I 12 MIN. ABOVE OUTSIDE OF PIPE BELL �•••:-•: o =)i I \ STORMFILTER DATA :.::.:� �- f X ,¢ o- W _ VARIES FINISHED GRADE ------al ' STRUCTURE ID 6 CD 1 • , I I( y o ! ;� .,_L,'r.,+ i i .1., • ._1 - + l• WATER QUALITY FLOW RATE(cfs) 0.02 W CC :::':::::: ,.•p w�� 4111P- 40,- _ =I I I I I I- = 41111.11111111111.• N ,.. . �_ ..� I `° *4.,--leajor �r l w � oriI 11 � 4PEAK FLOW RATE t<1 cfs 0.22 GL �p �' �\ tor`i { "\ RETURN PERIOD OF PEA FLOW(yrs) 25 Cl t" ¢ :;:::::. fail, - ::: N II =I I I / ) _ z z \-WEIR WALL \CARTRIDGE FLOW RATE(A ) 15 .W :" �y A 0 STORMFILTER MEDIA TYPE CSF•PERLITI:,2PG,GAC,PHS) PERLITE . = )III 7 11=-_-____ 1 ��`JJJ .... r a BAY INLET FILTRATION BAY ,, / ,.r 6" RIM ELEVAT N 173.87 \ �\ 7 0 / OUTSIDE \� 24"ill I I II ■ w z 11.1 ow E CARTRIDGE , FILTRATION »-•-5" 0 y� it_ 0 C7 a INLET C) (^1' �'� FLOW PIPE DATA I.E. DIAMETER �„ L,l DIAMETER •�. GRAVEL BACKFILLINVERT ELEVATION ¢ a co sj + 1 V , -•--•*- INLET STUB 171.67' 6" (p = C]►- W ;'::Zeilalteig°411-:114/: • .0 1 • _III(� - cr {�1 PERMANENT /// OUTLET STUB 1171.67 B" W '- ra Iir � .00 II::: n i - I.E. AS SHOWN U"I Q 0,3 :. 24 SQ. 9. -�POOL ELEVATION , INLET sTUB E- =W °' ¢ � ./4 '•Si I ��/ - I I ON PLANS z t- aINLET STUB CONFIGURATI p` t �, Q= x . J { 7 / O fY O(OPTIONAL) (OPTIONAL) \--OUTLET STUB OUTLET OUTLET �W "e1• C 7 `►CAR PADRE O `�c�3¢ 1 i�r I J# ,�t`4 � �:j la \ " \\ =I I(>� 4F.-_-11 I= o �„SUPPORTL ': LETro() •-• -� . NY• ' �i 'b7 �,a.: 1 ( 45 DEG. BEND t... [L Si a FROM FLOWKIT ' \, •. " .::: ��6 MIN. BEDDING _ _ _ _ FLOW KIT J r---CLEANOUT * INLET INLET :.. BELOW OUTSIDE .I I I I>'" I I= (TYP.) CATCHBASIN F00T Z-0" CATCHBASIN FOOT SLOPED LID NO =:. o`' o+ o� �� - B ACCESS PLUG --IN$DE--- P OF PIPE BELL 11-=.71 `•~�•��•�•�•�� (TYP.OF 4) ON WEIR WALL (TYP.OF 4) SOLID COVER NO »�� x �, i • - • --1111 I IQuest x; OUTSIDE w 2'0 " NOTES/SPECIAL REQUIREMENTS: /-----6 f �-6 UNDISTURBED EARTH 11111=-11111- 11111=-11111=-11111=-11111=-11111= StOr 111 1 111 1-I I L I I-1 11 1 1-11 1 I f-I l i l l- S E L r :St T O R A C.,E SECTION A A SECTION B-B Ai CONTECH• 1 CARTRIDGE CATCHBASIN stormFilter• ENGINEERED saUmaNs LLC STORMFILTER wwwCanlschEScom TRENCH BACKFILL BEDDING e...40 �""�-'"""-"•" '°- 9025 Centre Potnte Or.,Sults 400,West Chester,OH 4506a STANDARD D D ETAI L 800-338-1122 513-645-7000 513645 7aa3 FAX AND PIPE ZONE DETAIL 3 TRAPPED CATCH BASIN DETAIL 1 SCALE: NTS .L1..1 SCALE: NTS 04.1 U. CO (9 1 Iiie g iik w (!) • 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 WITH MAXIMUM 7 CARTRIDGES. - - 072"MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS A REQUIRED. Q � _ ‘111 MP I CARTRIDGE SELECTION ( ! 00 W = Cr) • .�w:' £r.; OUTLET CARTRIDGE HEIGHT 27" 18" LOW DROP ( J 4 • •.,. SUMP RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' /"-"'��1.8' aI K••' SPECIFIC FLOW RATE Ss Rmi 2 gpm/ft' 1 gpm/ft' 2 gpm/ft' 1 gpm/ft= 2 gpm' 1 gpm' o co 1.... 2 "i(De 4 / 'I� •"�Aptiki A CARTRIDGE FLOW RATE(gpm) 22.5 I 11.25 15 I 7.5 if 5 _ LL 0 ifiri ell.Ilo..--=;:_il I I " Iji'' ....e ...... _..... INLET ,..c.:=.49..... ... w �� 7.74a roar, OUTLETK. PLAN C� 18" A/ a'm 72"I.D.MANHOLE SITE SPECIFIC O a 0 rt ei, STRUCTURE DATA REQUIREMENTS RISER O.D. MECHANICAL EmuUJ •Q ' ' STRUCTURE ID 2 CAST IRON FRAME & COVER TO „ r••- 0 (86')O.D. �•�r TOP SLAB ACCESS , : WATER QUALITY FLOW RATE(ds) 0.09 +r MIN. GASKET W GASKET /.�.. N 1.-- SEE FRAME AND •,?': FINISHED GRADE IN PAVED AREAS. r•.• COVER DETAIL i PEAK FLOW RATE(cfs) 1.23 / / /� :•t=?_'1.ZI-.. \• RETURN PERIOD OF PEAK FLOW(yrs) 25 / / CAST IRON FRAME 3{:: 1= '- ,�' > ::..--,_ #OF CARTRIDGES REQUIRED 5 A.C. OR CONCRETE PAVING OR OTHER SET IN CONCRETE. / s S = "'a 5- \ CARTRIDGE FLOW RATE 10 SURFACE REVISIONS PLAN VIEW i __'` .:'�' -<'_ V \ MEDIA TYPE(CSF,PERLITE,ZPG,GAC,PHS) Perlite STANDARD OUTLET RISER �..` �erECH e 1\ I r \ FLOWKIT:42A '- ,-........,,..-„ PIPE DATA: I.E. MATERIAL DIAMETER I N O. DATE B Y • '`' INLET PIPE#1 170.27 PVC 8" NOTE: " =_= - 4" MIN. .. ` =1 111=11 1J \ 1 MAX. 2%8/17 LRL ':: ~~�~:--- f:-«: 1. CASTING SHALL MEET H2O _. l 1=1 I'P:-:�.'--�s�'•;�=-� ='---..�"--_`.=' - / INLET PIPE#2 170.27 PVC 12" n ?'1 =Y + - OUTLET PIPE 188.47 PWC 12" I I-. `� ' LOAD REQUIREMENT. 1111 n x x RIM ELEVATION I 175.63 - . •• ' • 11=11111f!;: :':::... 12 X1 s X1s n ANTI-FLOTATION BALLAST WIDTH HEIGHT 2. PROVIDE RISER AND MATERIAL I I I- !� . I TO MATCH CARRIER PIPE. (U.O.N.) - I -I - -+I_'`-- 1 I- 3 000 P.S.I. NOTES/SPECIAL REQuIREMENITS: -11111=1 11I 1 I III 1 i'Iii{' CONCRETE PAD ti CONTRACTOR TO GROUT TO FRAME AND COVER t to FINISHED GRADE CL (DIAMETER VARIES) PROVIDE Y4" CLEARANCE FOR I!1 5 • GRADE N.T.S. 'PER ENGINEER OF RECORD CONCRETE PAD AND RISER PIPE. / \ • RING/RISERS- CD fa- �� ISSUE DATES cU 'T, o;� . �^ N; r -... `�! .l...,.-1•`.... - -4 ...«_f: GRANULAR TRENCH BACKFILL SER PIPE DESIGN APPROVAL: Cp f.�•i GENERAL NOTES • D` �) i44 ►G PERMIT SUBMITTAL: 45 SHORT BEND O FLOATABLES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 1 �i t PERMIT RECEIVED: N ••• - `- 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 1.0 �- -, STORMFILTER T BAFFLE JP 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS ' 4; CARTRIDGE LLC REPRESENTATIVE. www.ContechES.00m �,� r!� OF BID DOCS: N ___, 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS ,- WYE BEND �t .•. 'moi f... . . '„___ DRAWING. ld; ab i „` ♦ � - , STANDARD WYE WITH PLUG CONSTR. DOGS: • --.- INSIDE HEIGHT 6. STRUCTURE SHALL MEET MSI-ITO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THE *r 3 ---z_ ..../1 n8'TYPICAL OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION, CASTINGS SHALL MEET AASHTO .4.4----. f�.r.otD.�►•�;. � ;" .. or AND RUBBER GASKET. DM306 AND BE CAST WITH THE CONTECH LOGO, - ;, , HYDRAULIC DROP 8. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALLcri 1 t INLET PIPE .: • (H)INLET INV. 7, SPECFIBE CC FLOW RAT HES. FILTER nIS EQUAEDIA OL 7r0 THE FLTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft).ACT TIME SHALL BE AT LEAST 39 SECONDS. - - - `1 �4��X 6��SCALE: N�A TO OUTLET INV_ .1v •: _ PLOT DATE: 10-28-2016 I ;y ■ I INSTALLATION NOTES � t1C -r 1C Y �_ cO 111 1, ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITESPECIFIC DESIGN CONSIDERATIONS AND SHALL BE h K av CAD FILE: N .: ;. ,/ •jSPECIFIED BY ENGINEER OF RECORD. I� i A y,�,,�. �,:,.,'' '<"'> v•'Y/r: +'v' :�' ' r12. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO UFT AND SET THE STORMFILTER STRUCTURE /^^` )mar( 1S-A. v (LIFTING CLUTCHES PROVIDED). JOB NUMBER: 15-133 FLOW KIT 3, CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. i SECTION A�"-A CHECKED: OUTLET SUMP 4, CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET PIPE(S). ----•- CO HDPE OUTLET RISER 6, CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE 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 I IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. N SECTION A-A 6, CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. STATUS: BUILDING PERMIT rn o *NT CACI SFMH72 LS cV n, ENGINEERED SOLUTIONS I.LC STORMFILTER STANDARD CLEANOUT DETAIL 2 StormFllter• www.ContechES.com ZEE.:44.5.760;17.1.7=titer9025 Oanhe Pointe Dr„Suite 400,West Cheater,OH 451 STANDARD DETAIL UTILITY D AI .., 800.338.1122 513.645.7000 513.645.7993 FAX SCALE: NTS C4.1 O O` a cp C 4 is 1__, ......_ m THE DETAILS ON THIS SHEET WERE PREPARED BY PUBLIC AGENCIES AND EQUIPMENT SUPPLIERS. THE RESPONSIBILITY OF THE PROJECT ENGINEER IS ' LIMITED TED TO THE SELECTION OUTSIDE OF WITHIN • , / / OF THESE DETAILS AS _, PAVEMENT PAVEMENT 7-0 - 8'-0" PUE APPROPPROJERIATECT.TO THE r�►. �( ` ; nat:ii #1.i; f� t �� f :. air i,. fi,i iceSIDEWALK i. ` � 18" CAST. IRON 910 BOX '; .' "= ` '' . • -iiOtt f"f l • •PROVIDE 24" BY •.. ;-, 30" MIN SERVICE LINE DEPTH ��f 12"x20" ROTOCAST METER BOX," • WATER METER . 4" THICK CONCRETE ��/4 } • Wj12 x20 COVER W/5-1 f2 xii - '`•:_':�"� CAST IRON INSERT WITH NO PAD (SEE NOTE 4) - TOUCH READ HOLE IN THE TOP PLAN . \ 1 HAND TAMP BACKFILL OR INSERT. NO HINGED INSERTS METER BOX \ �, �� AROUND TOP SECTION 6' MIN I:� '�12" MAX• SIDEWALK ADJACENT TO CURB 1" UNION EACH SIDE DOUBLE CHECK Q VALVE ASSEMBLY - ,1:11:1111,;•ti �1.1t TO IRRIGATION - 5'-6" V-0" '-0" PUE , , _ _ 6" T ,,r ASTM 3034 PVC �� t 1 -6 `� `�``-e/``�``.V" i, l `� ,l II fes'' - • �,��"���� �' I �� �� 24" TO RESIDENCE % ..A-/i/i�i✓,/ cella OPERATING NUT EXTENSION ti :�' /'•.! � � �'��"� a (SEE DETAIL NO. 505) ;:,,i;:;.�.,�•,,,•,,,; _ t l :fl� il;-=aa ,�� + . . .� �.�... .� �„ PLAN I 30" MIN SERVICE LINE DEPTH » " ,•r, • ., '� r_ ��wiit•:1:;";iii:1 ' 12" 1 12 x20 ROTOCAST METER BOX, �- + _ W/12"x20" COVER W/5-1/2"x11" WATER METER • •,.' .• i� �l��- ,-�� .',� " METER BOX I CAST IRON INSERT WITH NO : DOUBLE CHECK `1) • TOUCH READ HOLE IN THE TOP a �r'''''114.°%-' 7 ` •/,;ter', i,S•;'4.41401,4 •!i rr•tt,,• . VALVE ASSEMBLY o OR INSERT. NO HINGED INSERTS �,.lniq� I I t.t CRUSHED ROCK BASE I `��i��lj��✓/�i -� `II`II'•� SIDEWALK WITH PLANTER STRIP AT CURB ♦i����i�� �l-�ir " •_ _ re, z 0 F H _ �.���� /� 12 18" -� ELEVATION �� -1• 1 D W • NOTES: CUSTOMER SIDE 110:04‘1611:::i:1..1+1.11. 6„ CC 0 = N `- .. .. 1. SURVEYOR TO INSTALL TEMPORARY HUB BOX SPECIFICATIONS • '� a C g AND GUARD STAKE AT LOT UNE FOR - ••-••.. � � i DEVICE SIZE BOX TYPE 1" UNION EACH SIDE �'ir olb've '�%t eT Pii ice' �~0�'-`fui• NOTES METER INSTALLATION, I / �/ i` ..:.... �' 2. BOXES SET IN CONCRETE SHALL BE » " _ » �„�•S� ��c>t�i ..� . I NOT TO EXCEED 0 w 8-10 3 4 1 BROOKS 1419 SERIES OR EQUAL ���� 1) VALVE BOX NOT TO REST NEXT SIZE LARGER. ___,21-7. .r. SEE PLUMBING CODE / » „ # 24" DEPTH a p -• o m E ON OPERATING ASSEMBLY. 3, CENTER OF METER BOX TO BE OFFSET $ ___ FOR DEPTH OF 1 1/2 - 2 CARSON 1730D P15L OR EQUAL (./c) «� T (5.it,•�1 -_7 COVER • CRUSHED ROCK BASE x 2) OPERATOR EXTENSION 1' FROM PROPERTY UNE. � � ELEVATION = W � � g Li REQUIRED WHEN VALVE NUT 4. BANKED METERS WITH SHARED SERVICE f --•__;:. • ca o• IS DEEPER THAN 3 FEET Ga 24" UNE TRENCH SHALL HAVE 18" MINIMUM 4 INSTALLATION .SH.OWN IS :ONLY A SUGGESTION. 0 N a d DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN ..1 INSTALLATION SHOWN IS ONLY A SUGGESTION. a 2 a 1 FROM FINISHED GRADE. 5. IF WATER METER IS LOCATED IN A 3/4"-0" 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" 624258N (THIS is 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST " » • --- A ONE PIECE 17"X30 RPM 20K COVER COCKS IF BELOW GROUND INSTALLATION, 2. BRASS STAINLESS OR PLASTIC PLUGS TO BE INSTALLED 1N TEST ":'' ::�►torcuest. 4) PROVIDE 24 SQUARE BY 4 THICK „ OR EQUIVALENT. IF TWO METERS ARE AN ALL 1 300 PSI BALL CONCRETE PAD AROUND VALVE 24 VALVE NO LEAD ANGLE STOP) COCKS� IF BELOW GROUND INSTALLATION. '+ a 4--' SELF STORAGE BANKED IN SIDEWALK AREA THEN OR EQUAL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, BOX OUTSIDE OF PAVED AREAS DISTANCE BETWEEN ANGLE STOPS WILL E FROM BOTTOM OF DEVICE 0 FINISH GRADE FREEZE PROTECTION, AS SHOWN IN CONCRETE PAD DETAIL „ TINE „ „ AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 3. DISTANC FR T CONCRETE PAD BE 24 . 1 TYPE K SOFT COPPER TUBING FOR INSTALLATION. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS ill " • - SEAMLESS FOR INSTALLATION. (9 J („<t) _ APPROVE)BY: NO SCALE CITYOOP TTGARI) 'PPS° NO SCALE . CITY of TSGARD APPROVED NO SCALE '_ - ROVED srt • NO SCALE I g CC!1'OF TIGARi7 - CIT YCIP 1?GAFtU 520 R OREGON THEODORE S. KYLE, P.E. OREGON LORI FAH..., F.E. �.: ENGINEERING DIVISION TYPICAL GATE DWG. No. ENGINEERING DWG. No. ,� onscar� LRtYFA .E, �! oN THEODORE S. KYLF, P.E. Q. DOUBLEHECK DWG.NO ENGINEERING•i PUBLTCWaT1KSDsrATlr tvr, «'� °'"°' 'I" WATER SERVICE � GTN I I�T> TaNIRRIGATION* DOUBLE DWG. No. uizs s.W.T•TauBLVD. ■: ,PUBLIC Waris DEPARTMENT Ptiat Tc iwaltxs Ar�Pax•TasslaT• car DOWER 1TGARU,48171 11 JANUARY 2011 VALVE 13128 S W.MAIL BLVD. 33f23 S W.TIi1I l BLVD, ]� PUBLIC WORKS DEPARTMENT CHECK t►� ■ E VOICE:(so31634 4171 ' ITGARD,OREGON 97223 MAY 2018TIGARD,OREGON 47273 *JANUARY �1 f ASSEMBLY M oTca:{3)OREGON4 m .iAPIU DO 2011 i ri iEvK ASSEMBLY C52414°H. VOICE:{503 272 13125 D,W.T BLVD. r VOIC>2: 503 634 4171 ) n i FAR: (503)6847247 APPROVAL DA7F FAXt (503)6&f 7297 APPROVAL DATE ) PAX (5133)684 7241 MY DAiE l�„/j w . CITY WATER DEPT STANDARDS PLUMBING CODE F-2.0'---.- - SIDEWALK ADJACENT TO CURB - THRUST BLOCK BCITY ACKFLOWROVED• } ® , FLANGE COUPLING BREAK FLANGE7SIDEWALK 18" CAST IRON 910H. (� RETAINER GLAND `ADAPTOR 18 3" MIN• VALVE BOX TOP 1. PVC NUB SHALL CONFORM To ASTM 3034, SDR 38 DRIVE INTO CENTER OF `+� �. MIN 6' MAX. RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. ,[� .r. / tai 12" r.• .. ...;0.4,..43;.0.* vim•�,•... •, • • . -. • �,,, N MIN ♦♦ ♦ ♦ .�_:i_.w.•�.a.i.a�.N.�. \.. _ tV FLOW f�.�.3. �:-,>,.,fr 1 ►, _ �. , ,vI,` , ' • z. !��IIII !♦!11+r♦�• L�� �Ott; •LGJi } 3�; ; r 1 1,/2 ADRAIN RO �`♦♦1 Vit/ /J•/- • • �`� U Z FLG OR EQUAL am c ',' ;,r;," ♦ ♦I�l�/A/�I♦/ / / 0 oi) » f CONNECTION 6 N4 TAR PAPER. (MOISTU-J`/-,;01;vh•/../. I 2.STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE I1" Q 6 M ` 13 OPTIONAL AT THIS "r'+•." .- BlialPVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 9 BAND WIDTH, LLi i.... 6 DUCTILE IRON PIPE 24" MIN LOCATION •�'• 13" 1 CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTED OSHA APPROVED LADDER •':'�%� •%:• RESTRAIN ALL JOINTS W/ SCREW. 4 1MTH ALUMINUM LADDER �•'w �� ��'�"'' "FIELD _ i a . -�':;;;,--.��,�:,;,!:� LOW' OR EQUAL GASKETS _, r0 II ii' EXTENSION BY UTILITY [-I- ,•'�`,::;' ii H 0 va Ci VAULT CONTRACTOR TO SEAL ALL • ���"i +;/f ''�` •�'��� A `1�, f/�♦ J/ ',) 3.COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS 1T IN PLAN OPENINGS IN VAULT WITH N.•�♦/♦�♦�/ s MEGALLtG RETAINER `♦ ♦" /.,%', -- NON SHRINK GROUT PRIOR !��' �� GLAND (EBAA IRON) ,/'�,,/ ~ » CONCRETE PIER 6" GATE VALVE ""r /',/ TO BACKFILLING • 3 MIN. 6 MAX. BLOCK FLG. x M.J. GROUND UNE -,� II Li 1= �- DAO CURB OR M.J. x 6" FLG. TEE REVISIONS Hti T SIDEWALK WITH PLANTER 2.0' NO. DATE BY STRIP AT CURB Q 2/8/17 LRL • -' ' T . 3" MIN CLEARANCE . ON OPENED SIDEWALK 2 MEGA FLG OR EQUAL OS&Y VALVE A MAX BREAK FLANGE 13 - *-N\ L\ - - �rINUNE CHECK VALVE •.nr ;�'�j -yyj ''•*,K'' , ;` J��j�l ♦jt♦y4�G alet z; • d•_ _, I �� 2 /4\ L1 I• jtoits,.. '� �♦ ��� 41s•41! j., • �i�.,,a,,,..�:h.� ..4.am `r��=, Z\ CONTRACTOR TO INSTALL =��� , II� ��!���'I�" RODENT 1. HYDRANTS TO BE MUELLER CENTURION, A-423,{OR APP'D EQUAL} " MJ, 5 1/4" .� �'-�' : :: j� Q :A. : .. . '� /6\ CONCRETE BALLAST 3 CU. •YD.Q._ _qMIIUIIIIIIMLINIIhlliSCREEN MVO 3. PORT - TWO 2 1/2 PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ISSUE DATES STANDON o; MIN. WHERE FLOODING OR IOW , •, . . • I \ 0 A. OIL RESERVOIR HIGH GROUNDWATER EXIST--- (TYp,�_�� DRAIN TO DAYLIGHT OR B. BRONZE ACTUATION NUT • DESIGN APPROVAL: C. BRONZE SEAT RING � INSTALL SUMP PUMP 'D, WEATHER SHIELD CAP PERMIT SUBMITTAL: ELEVATION CONTACT CITY FOR E. SAFETY SLEEVE COUPLING N PUMP SPECIFICATIONS Lc) F. THREADED NOZZLES WITH "0" RINGS PERMIT RECEIVED: G. NATIONAL STANDARD THREADS .Is , - •: 0. BID DOCS: "' 2. SAFETY CHAINS. TO BE REMOVED. • d . . •o ' •`e • CONSTR. DOCS: 12" MIN 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED t 3 24" MAX BY DISTRICT FIRE MARSHALL. FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 4, HYDRANT TO BE INSTALLED TRUE AND PLUMB. .35 MINIMUM WALL THICKNESS OF DEVICE0" 24"x36"SCALE: N/A a • UTILITY VAULT OR *EQUAL BILCO DOOR 5. NO OBSTRUCTIONS WITHIN 3 RADIUS OF HYDRANT. PLOT DATE: 10-28-2016 �I SIZE WITH F.D.C. WITHOUT F.D.C. OR .EQUAL 6. IF SUBJECT TO VEHICLE DAMAGED,. PROTECTIVE POST TO BE PROVIDED. NO1Et 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. 0 4 878-WA 577-WA J-•SAL CAD FILE: t--) 6 687-WA 676-WA J-5AL BY ENGINEER. 2.INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND 8 5106-LA 687-WA 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 3AL 9. INSTALL A STORZ HPHA5O-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. _-- C3 N CITY OF I IGARD APPROVED NO SCALE CITY OF IGARD APPRo�o�'� NO SCALE DRAWN: LRL OREGON THEODORE S. KYLE, P.E. OREGON LORI FAHA, P.E. STATUS: BUILDING PERMIT ::. ENGINEERING DIVISION ,,,,,ate„ DOUBLE CHECK DETECTOR DWG. No. ' PUBLIC D DIVISION CM amt FIRE HYDRANT awc. No. N . �F TA-- TE E . PUBLIC WORKS DEPArnitzt"t BALL MENT p 111, Li12S5.W.TIALLBLVD. 533 TIG' 'a BLVD. AUGUST 201' ASSEMBLY 54,2 CleanWater Services cv -; xTGARD,aREGON 4rzra JANUARY 2011 VALVE ASSEMBLY w _Ifl flD VOICE:(503)639.4171 y ' EAX (103)684 7247 APPROVAL Dm REVISED 12-06 U FAX (503)684 7297 APP*evAL wen DRAWING NO. 530 6394171 Out commitment it clear. STANDARD DETAILS 0 a. a o C4 a 2 _, 66